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Home My WebLink About621 BIG THOMPSON AVE62' bil l nomp son Ave, .f STANLEY/VILLAGE \ CENTER | T Fl#D!*496* 1 5 C= CO 2 j - -fFULL 3/4 nRa p 1196 / / i ,Â·,cu+IN f ._ _/ 7-569' p -9-W - RE Il o E 34> 4-11-LwTE-. - e 4 2 1 1 -~ G'WV /*Pr to=/ /J-Â·P,- #44"W<#ri-.2.f/ibaR**8*466Â£klt[. 1,Fl M '- PO ED 15' TILITY EAS NT 7 ' // / ON SI N 9~-943**512â€¢'Mer , W READ R // E3OARI) ~34*>--14 unap' 1-49 / , / . I /-. <CIa / 36 / / 06 01 450 9 >spof / 6, dep ,r< k>N 1 'LA DUFF:E y SAAPTATION ESTES PARK VISITORS CENTER PROJECT NO. OK223 SITE DATA PARKING DATA d DATE. 07/05/07 -35- LOT AREA: 69,064* 5.F., OK 1.59 ACRES PARKING FROV]DED: 52 PARKING SPACES REV: 09/25/07 -DO- LANDSCAPE: 24.145.741 S.F. (35% OF LOT) PARKING REQUIRED: 54 PARKING 5FACES REV: 10/03/07 -35- REV: 10/09/07 -35- NORTH PROPOSED SITE PLAN Nk====1) 8~0 (NWC) HWY 34 & STEAMER DR. ESTES PARK, CO. CALLAHAN Â· GALLUP & Co. SCALE IN FEET GIPPER PROPERTIES, LLC. Copyright I. 2007 by CALLAHAN GALLUP & Co Â· Architecture Â· Planning . Interior Design Â· 15 East Fifth Street Â· Suite 2900 Â· Tulsa, Oklahoma 74103 BRECKENRIDGE,CO (918) 584-8855 Â· (918) 584-2880 FAX 530 VICINITY MAP LEGEND SCALE: * 1" = 1/4 MILE 0 5 WEST 4 COR ALTA/ACBM LAND TITLE SURVEY 0 ~ERPOLE MYE' SEC 19 1 1 24 G.L.O. S CAP LIGHT POLE 1 STANLEY - 1 ONA - PIPE. TED 1925 \ It 1 HEIGHTS i , P03 PRIMARY CABINET-3* / 0 -- f~ tiffÂ«j 5.72 U RAS 02 \* \ 1 A TRACT OF LAND LOCATED IN THE SW )4 OF THE m TELEPHONE PEDESTAL | ROCK ACRES ' SW F OF SECTION 19, TOWNSHIP 5 NORTH RANGE Â£0 CABLE PEDESTAL STANLEY i GRAND 1 ADWION \ \ / 4 ESTATES 0 1 I * WATER VALVE L , I 79 \A/ECT AC- TUE C+In D k/1 PAI INITY AF I APINAFIP - SITE n. 0 1 ] LAKE ESTES - r-Â·i-Â«2~~1- ---- U S +40'WAY 35 9 10/374 IN* -\\ 1 -11 \\0541 - - L /i T : 1 1 & 0 .#021 295~ ===g --- 90 Z ww;E TMENT bet'} 9, Township 5 North, Range 72 of the soid Section bears South bgw he Section line 317.7 feet: ZEÂ¥ t to the North right-of-woy line soid right-of-woy 555.9 feet to Q cept for those portions conveyed 97000459 and 97000460. 8 A recorded August 27, 2002 uncer e of Cotorodo. a. 2.5' SQUARE DRAIN GR ND BASED ON, THE ASSUMPTION TOP GRATE ELEV = 26 ECTION 19, TOWNSHIP 5 NORTH, INVERT 12- CMP = 25 "E AS SHOWN ON THE PLAT OF SAID LINE IS MONUMENTED AS ~ ROCK RETAIN 2' SQUARE INN PASS THROUGH BOX Cl TOP UD El INVERT 12" CMP INVERT 11 CULVERT C , 1977 AT BOOK 1758 PAGE 0566. THIS SURVEY. / IENT FOUND FOR THE LOCATION OF THE DITCH. /HEEN PASSING UNDER THE NORTH SIDE CURB 0 THE LAKE ESTES GOLF COURSE. THE SEWER / CCORDING TO LARIMER COUNTY RESOURCE MAPS GROUND WATER MONITORING REQUIREMENTS. UNPI fl COMPA GRADE PORTIONS, I.E. FIRE HYDRANTS AND GUARANTEES THAT THE UNDERGROUND UTILITIES ZONED C ON INDICATED ALTHOUGH THE SURVEYOR DOES Oul ON EXCEPTED OUT OF THE LEGAL DESCRIPT]ON. GAS STATION SILVER LANE STABLES, IN EACH CASE, THE VENT MAY ANY ACTION BASED UPON ANY DEFECT (Cul FOR 1 1-.0. BOX 1 ZOO j:#PSE CORN~ECTI969-5-72 ESTES PARK. CO 80517 Also known os: Lot 1. Silver Lone Stobles Addition recorded August 27. 2002 uncer Reception No. 2002091267, County of Lorimer, State of Colorado. / 1- 34. ALUMINNICCAP, LS #9485 CONTACT: BOB GOEHRING 970-577-3607 IN MONUMENriaox, DATED 1985 / TELEPHONE THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND CORRECTLY SHOWS THE LOCATIONS OF ALL BUILDING, STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE ABOVE PREMISES; AND THAT THE PROPERTY DESCRIBED POINT OF COMID~ICEMENT Â· 1 FURTHER CERTIFY THAT: DATE REVISION BY / QWEST HEREON IS THE SAME AS THE PROPERTY DESCRIBED IN LAND AMERICA TITLE COMPANY COMMITMENT NO. 11069309, DATED AUGUST 10th, 2007 ANC) THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE 12680 County Road 58 COMMIâ„¢ENT HAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY; THAT THERE ARE NO BUILDING ENCROACHMENTS ON THE SUBJECT PROPERTY OR UPON ADJACENT LAND ABUTTING . Nar / GREELEY, CO 80634 r SAID PROPEFUY UNLESS SHOWN HEREON. / . CONTACT: GALEN MONSON 970-350-2940 / 0% ,- 951. THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE ACCORDING TO ~MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS", JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM, AND 3.8'*3.8' SQUARE DRAIN GRATE BAJA BROADBAND NSPS IN 1999 AND WEET THE ACCURACY REQUIREMENTS OF AN URBAN CLASS SURVEY, AS DEFINED THEREIN, AND INCLUDING ITEMS 1 -18 IN TABLE A CONTAINED THEREIN. VAN HORN ENGINEERING t. TOP GRATE ELEV=97.78 405 STANLEY AVE. t> f-INVERT 27- RCP IN = 94.53 ESTES PARK, CO 80517 SAID DESCRIBED PROPERTY IS NOT LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION 8Y THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT, ON FLOOD INSURANCE RATE MAP NO. 08069C1 094F WITH A DATE OF 1043 Fish Creek Road â€¢ P.O. Box 456 O. INVERT 27- REP OUT = 94.43 CONTACT: ROD PATTERSON 970-586-0199 IDENTIFICAnON OF DECEMBER 19. 2006. FOR ESTES PARK. COMMUNITY NO. 080193. IN LARIMER COUNTY, STATE OF COLORADO WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PREMISES Estes Park, Colorado 80517 IS SITUATED. Phone: (970) 586-9388 â€¢ Fax: (970) 586-8101 GAS PROJECT: XCEL ENERGY â„¢E PROPERTY HAS DIRECT ACCESS TO A DEDICATED PUBUC STREET OR HIGHWAY. ALTA/ACSM LAND TITLE SURVEY 1901 E. HORSETOOTH RD. SILVER LANE STABLES FORT COLUNS, CO 80525 ESTES PARK, COLORADO CONTACT: ALAN ERMER 970-225-7869 DATE: DRAWN BY: SCALE: R.L.S. NO. _---__--- 09-27-2007 JWC 1" = 30 CHECKED BY: LAS SHEET 1 OF 1 PROJ. NO 2007-09-03 SUBON-190 â€¢) ~~\Q BASIS Of BE V . I . I . I . 0 0 ....0 0 0 1 0 - 0. . 0 .. 0 42 ..0 ..:0 . - 0 4 1. . 0 ...1 :1 0 .: 1 0 0 1 0 - Pe' 00 . . . . 0 . ....1 : e . 0 ...0 10 0 0 ... . 0 2 ...1 . - . .. , 0. I -'. el ...0 I .... . .D . 1 11 d . . ~h, Â· "*' , D., . .0 1 ... 441!be- Â·Â· 00 00 1 1 1 1 . .0 .. 0 - ... 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WALGREE 'S 1 @ 2-J ~ LOT 1, BLOCK 1, XXXXX SUBDIVISION l ~ A PART OF THE NW 1/4 OF SECTION XX, TOWNSHIP X SOUTH, RANGE XX WEST OF THE SIXTH PRINCIPAL MERIDIAN DEVELOPMENT PLAN I TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO 1 LOT 2 AMENDED PLAT OF ~ ~ STANLEY VILLAGE, OWNER-STANLEY VILLAGE SHOPPING CENTER, LLC, ZONED COMMERCIAL OPEN SPACE, LOT'G OUTLYING c .STANLEY HILLS ~ SUBDIVISION \ OWNER-STANLEY HILL@ ASSOCIATION, < ZONED RESIDENTIAL ~ LOT 1, STANLEY HILLS OWNER-BLAND, ANDREW ALLEN, SUBDMSION, OWNER-FLOWER, THOMAS JAMES, 4- 1 ZONED COMMERCIAL. OUTIYING PARK NATIONAL BANK CONCRETE ,# CONDOMINIUMS ~ULKHEAD MULFPLE O*es ..'~' ,0~0~ / STEAMER DRIVE l-I ZONED COMMERCIAL .,' -~/0/ 1 VA \1\\ OUTLYING W*.- #. 4 )9 , \ L (4020 . ~42~ LEGEND / 1/ 0 -========- ./ / ce~\ ~Â«130)f .-4~.'/14~j *----- 01\ 1 --'- PROPERTY UNE \& 3;3#:~ - .-7-1---___ V'. 1<\ j / 6 1 LOT 2 i STA OWNER- SHOPPI ZONE ROCK RE1 ROCK RETAINING WALL j UNPLATTED, OWNER-SCHRADER l COMPANY, LLLP ZONED COMMERCIK OUTLYING OF X AN 2008 p ti on sign group/inc, 1 inch = 30 ft 3595 S. Teller Street, Suite 406 + Lakewood, Colorado Office 303-232-8088 + Fax 303-232-5255 Â¥ I ".: './ 1 ... - 86 6 : R *m- I - , .. . 1 . U .. , N. . . .0 ' 1 . I - , A: 44 .4 9 1 p. "'.0 .. .. 0 . .- 1 1 10 0 A . ..... 1 ID A. . . 0 ... 1.1 0 & .... I .'. 0 : 11 0 ..... 1 .1 A . 1 1. e 9 ' :... D- . . 0 ....0 1 e .. , . . , 7 ....0 ..... .. l e b b . . 0 1 . ... . 0 40 n e 0 - 0 0 ... . 0 .A. A .. 1 at I aD AC)u nA, 1 V . rn . rr. ein le /*3 3 E X TER I O R ELEVATIONS KEYED NOTES Waigkee,u DESCRIPTION FACILITIES PLANNING, DESIGN, & ENGINEERING 1-3 EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT 106 WILMOT ROAD u STUCCO BASE, (COLOR TO MATCH BENJAMIN MOORE DEERFIELD, IL 60015-5105 BONE WHITE), OVER 12" CMU FILLED WITH POLYURETHANE FOAM INSULATION IN REINFORCED NOTE: CONCRETE FRAME. THIS DRAWING IS PROPERTY OF THE WALGREEN COMPANY. IT SPLIT-FACE BLOCK. IS MEANT FOR REFERENCE ONLY. ANY OTHER USE OR REPRODUCTION IN PART OR IN TOTAL IS PROHIBITED WITHOUT ROOF TILE. AUTHORIZATION FROM THE WALGREEN COMPANY. PREFINISHED SHEET METAL COPING, GUTTERS, AND DOWNSPOUTS. COLOR TO MATCH UNA-CLAD "ALMOND". PROJECT TYPE SCORED ACCENT. TURNKEY PROJECT: 97 RED "WALGREENS" SCRIPT SIGN. INTERNALLY WALGREENS' DRAWINGS AND SPECIFICATIONS ARE INTENDED U ILLUMINATED. SEE SHEET A5.2. TO SHOW ONLY WALGREENS' CRITERIA REQUIREMENTS, ALL 7\ INDIVIDUAL LETTER SIGN. ALIGN BOTTOM OF SIGN W/ ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL J BOTTOM OF "W" OF WALGREENS SCRIPT SIGN. ENGINEERING SHALL FOLLOW THIS CRITERIA, AND BE PROVIDED SEE DETAIL ON SHEET A5.2. NOTE: FOR BUILDING BY LANDLORD'S ARCHITECT AND ENGINEERS. ALL WIDTHS OF 105'-0", USE 16" HIGH INDIVIDUAL LETTERS CONSTRUCTION WORK BY LANDLORDS' CONTRACTOR UNLESS NOTED OTHERWISE. Â® ROOF LINE. Â® TOTE ROOF. SEE SHEET C6.2 g. INDIVIDUAL LETTER SIGN. SEE SHEET A5.2. *) WALL-MOUNTED LIGHT. SEE ELECTRICAL DRAWINGS. =.AT TRASH COMPACTOR CONDITION, WHERE THERE IS SIGN AREA SUMMARY ASECONDSEPARATE ENCLOSURE, PROVIDE A SECOND FIXTURE. ELEVATION #1 (INDICATE N,S,E, OR W) 3 RAIN' SHIELD. =\ a TRASH 06WPACTOR:kND TOTE ENCLOSURES. SEE 30'-7 1 2" ALGREENS SCRIPT SIGN 80.32 S.F. -',,DETAIL:5 ON (6:2,' 18" PHOTO INDIVIDUAL LETTER 11.6 S.F. 18 24 HR INDIVIDUAL LETTER 9.3 S.F. * PIPP' BOLLARD. SEE DETAIL. 18" PHARMACY INDIVIDUAL LETTER 19.1 S.F. 1%\ FLe<IBLE DELINEATION POST. FASTEN TO CONCRETE 120. 2 S.F 4 WITH BOLTS. ELEVATION 2 (INDICATE N,S,E, OR W) *".WIND(QW SIGN. 30'-7 1 2" WALGREENS SCRIPT SIGN 80.32 S.F. * 98':''THICK BENT STEEL PLATE (TO PROTECT 18" PHOTO INDIVIDUAL LETTER 11.6 S.F. D6WNSPOUT) BOLTED TO MASONRY. COPE AROUND 18" 24 HR INDIVIDUAL LETTER 9.3 S.F. BULLNOSE. SEE DETAIL 10/A2.2. 18 PHARMACY I DIVIDUAL LETTER 19.2 S.F. DRIVE THRU PHARMACY BOX SIGN 6.0 S.F. * "CLEARANCE" SIGN. SEE DETAIL ON SHEET A5.2 126.42 S.F. rl WALGREENS GRAPHIC BEYOND. SEE DETAIL ON ELEVATION 3(INDICATE N,S,E, OR W) ly SHEET A2.2 AND A5.2. 26'-8 1 2" WALGREENS SCRIPT SIGN 61.14 S.F. * 2'-4" X 1'-4" COLUMN S?> BACKS OF PARAPETS MUST BE FLASHED, - DECK TO PARAPET CAP. ELEVATION 4(INDICATE N,S,E, OR W) * EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT 26'-8 1 2" WALGRE S SCRIPT SIGN 61.14 S.F. EXIT BOX SIGN 6.0 S.F. STUCCO BASE, (COLOR TO MATCH BENJAMIN MOORE 67.14 S.F. BONE WHITE), OVER SHEATHING. A ~ WALL HYDRANT (TYP.) TOTAL BUILDING SIGNAGE 375.02 S.F ~ CANOPY DASHED IN FOR CLARITY. SITE SIGN AREA 5 SCRIBE BULLNOSE TO HOLD TIGHT TO BUILDING. ONE PYLON SIGN: * FLASHING AND COUNTER FLASHING. UPPER CABINET 1 X 89.92 = 89.92 S.F. ~\ FACTORY MADE PREFINISHED METAL GABLE END VENT LOWER CABINE 3 -8 x 10 -11 1 X 40.03 = 40.03 S.F. -1 TO MATCH ADJACENT COLOR. * CONTROL JOINT W/BACKER ROD AND SEALANT - TOTAL SITE SIGNAGE 129.95 S.F. A COLOR TO MATCH ADJACENT MATERIAL. EJUNCTIONBOX. TOTAL SIGNAGE AREA 504.97 S.F EXTERIOR MATERWALS CRITERIA REQUIREMENTS ' WOOD OR STEEL STUDS ARE UNACCEPTABLE EXTERIOR CONSTRUCTION MATERIALS FOR 1 WALLS OR ROOFS. ALL BUILDINGS TO BE ~ SIGN ZONING VARIANCES ~ 1 CEMENT PLASTER OR SYNTHETIC STUCCO ON ALL 1 1-OUR SIDES WITH CONCRETE BLOCK BACKUP. ALL DEVELOPMENT VARIANCES, INCLUDING BUILDING 1 ANY DEVIATION FROM THIS MUST BE APPROVED SIGNS AND PYLON/MONUMENT SIGNS ARE THE 1 131 WRITING BY WALGREEN'S PROJECT RESPONSIBILITY OF THE DEVELOPER AND HIS LARCHITECT. ARCHITECT. IF THE DEVELOPER AND HIS ARCHITECT WISH TO HIRE A SIGN CONSULTANT, AT THEIR IF'AROJECT ELEVATIONS DIFFER FROM THE CRITERIA EXPENSE, TO ASSIST IN THE APPROVAL PROCESS, ('EXTERIOR ELEVATIONS, A COLOR RENDERING AND PLEASE CONTACT THE WALGREENS PROJECT 'MATERIAL SAMPLE BOARD MUST BE SUBMITTED TO ARCHITECT FOR GEOGRAPHIC RECOMMENDATIONS. WALGRRENS FOR WRITTEN APPROVAL, PRIOR TO SNBMISSION FOR MUNICIPAL APPROVAL. A SIGN CODE ANALYSIS WITH PRELIMINARY \ ELEVATIONS AND PROPOSED SIGNAGE IS TO BE - , PROVIDED TO THE WALGREENS PROJECT ARCHITECT \ 5IGN CODE SUMMARY FOR APPROVAL PRIOR TO ZONING SUBMISSION. THIS ANALYSIS IS TO BE PROVIDED AS SOON AS POSSIBLE AND PRIOR TO LEASE EXECUTION. PEE'MIT OFFICI AL: NAME 1 PHONE DESCRIBE IN WKITTEN FORMAT, ALLOWANCES FOR ALL SIGNAGE INCLUDING.FREESTANDING GROUND SIGNAGE. LIST ANY RESTRICTIONS..Â¥0 ALLOWABLE SIGN AREA OR A FEB. 2007 REV. FROM FISCAL 2006 CRITERIA PLACEMENT - REVIEW DEVIATIONS WITH WALGREENS: - TO BE COMPLETED BY DEVELOPER OR ARCHITECT OF NO. DATE BY DESCRIPTION CONST RE('ORD. REVISIONS ' I CERTIFICATION AND SEAL '' 4 F'' RAIL,"MOULDING I HEREBY CERTIFY THAT THIS |DRAWINGS ARE TO BE USED AS ~ ITHESE COPYRIGHTED -.' PLAN AND SPECIFICATION '' WAS PREPARED BY ME OR ~REFERENCE ONLY. IT IS THE : RESPONSIBILITY OF THE UNDER MY DIRECT LICENSED PROFESSIONAL TO SUPERVISION AND THAT I AM GENERATE PLANS, A DULY REGISTERED ELEVATIONS, SECTIONS, AND ARCHITECT OR ENGINEER ADDITIONAL DETAILS BASED UNDER THE LAWS OF THE I ON THE JOB SPECIFIC FIXTURE STATE OF XXXXXXXX AS PLAN (Dl). MISUSE OF THESE SIGNIFIED BY MY HAND AND DRAWINGS IN ANY WAY MAY SEAL. RESULT IN LEGAL ACTION. CRITERIA FEBRUARY 2007 PROJECT NAME RECEIVING DOOR. ; ~413/ BE EXPOSED. : : \ -ly WALGREENS STORE IN \ --TI-~1-Tri . I C<-hDETAIL CRITERIA DRAWINGS i ! 1 \> 62377-=1'-0" 114'-0" X 130'-0" UNIT TYPE 1 *4-1-M DE'31@NATION 1 / VERTICAL CONTROL JOINTS SPACING I HORIZONTAL REQUIREMENTS MISC. 1*FERENCES \ : ~ 1'' , I I '': ,~. l/ '' I I ! 1 CLAY 9 216 ~---~-- =.-+30' 0.0: MAX. - 10' FROM CORNER MAX. I SUP PLANE BETWEEN CMU AND CAST I SEE B~A TECHNICAL NOTE 18A 1 1 DRAWING TITLE UMESTONE C\568 -- 1 ./ STONE .' .' , 1\ G\ 8" CMU WITH 4" SPLIT FACE * EIFS ACRYLIC FINISH COAT ON EXTERIOR ELEVATIONS, DETAILS, SIGN DATA 1 CALCIUM SILICATE I C 73199A 1 ' : i - BLOCK WAINSCOT FILLED PORTLAND CEMENT STUCCO BASE. WITH POLYURETHANE FOAH CADD PLOT: SCALE: AS NOTED DRAWING NO, | 20' O.C. MAX. - 4' TO 6' FROM CORNER |VENEER REINFORCEMENT 016" VERTICAL | 1 b,7 4, 12+I A , 1 \1/ CUT BACK AND PROVIDE a2la-c0207.dwg INSULATION IN REINFORCED /n COMPRESSIBLE FILLER. 1 4 MAX. 1 MAX. SLIP PLANE BETWEEN BRICK AND I . I. / Ij CONCRETE FRAME - SPLIT SEALANT AT BUILDING JOINT. DRAWN BY: , FACE BLOCK TO MATCH TSE . CAST STONE ~ ~ , TAN TARMAC AMERICA, INC. I. , VOID PLOT: - A2.1A / CAST STONE C 1364 SPACING = 1.5 X WALL HEIGHT WALL TIES @ 16" VERTICAL MAX. UNITS INSTALLED WET WITH RAKED JOINTS. JOINTS Â· SARASOTA, FL, 20' 0.C. MAX. - 4'TO 6' FROM CORNER SLIP PLANE BETWEEN BRICK AND CMU ARE POINTED AFTER SET. EXNSED HEAD JOINTS 941-927-1482. DATE: February 2007 MAX. TO GET BACKER ROD & SEALANT._SEE-CAST SUPERSEDES STONE TECHNICAL BULLETINS 33, 43, & 44 /n PRECAST CONCRETE EXTRUSION \,1/ OR MASONRY BULLNOSE TRANSITION PLAN DATED: REVIEWED BY: SOUTHERN GLASS TOWER , BL0CK. R0YCE 0F DWGS. a21 a-c0207 COPYRIGHTÂ© 2007 PENDING AG) A Go 27'-4. 0 1- 1 . 1 00.A--I-- ------- 1 -0 - ---*I//Â£-Â£/-.MeÂ®~.,I,-h~*~b.,. 7,f- . -6,66Â®181Â®iÂ®iÂ®iÂ®iÂ®~818181Â®181@1/2~- ... 0 - 1... 111 ................. .. 1~ltililillillilillillilililillillillillillillilillillililililillillillillillillillillimilil -Ii........I.....1.11 I M 1...1- 11 e e Ve 'e Ve e le . 1 0 . 0 ... 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I ./0 -0 -D .. . 0-' I . . -'N- GO Â® 0 -2. 0 Â® A...... . I 0 .: .!.l mill:M::5:i:Om1wihillialiilqi,/irle,na/1/97.follu~ililillillilliliful .1.1.1.1.~~ , -1 0 .--1~ --i.- e . ~1.9 .1 0 0.-0 . V A - I......AidiA '1~~mill'll.ii~111~I~............I.li~ I.....MA...MI' --.1 07 . = A =libil - 11.~1-iII - .0 '.---111. 1. -I .11.----------1111.................1.-1111'lll-1 0 0 0 ....: 1 0 0 --.-0-.-- 1 ... I . 1 0 .. ..... // i ~ I. -- A .0./DI T 3 RECORD OF PROCEEDINGS Regular Meeting of the Esres Valley Board of Adjustment July 7,2009,9:00 a.m. Board Room, Estes Park Town Hall Board: Chair Chuck Levine, Members John Lynch, Bob McCreery, Wayne Newsom, at,d Al Sager; Alternate Member Bruce Grant Attending: Chaii Levine, Members Lynch, McCreery, Newsom, and Sager Also Attending: Director Joseph, Planner Alison Chilcolt, Planner Dave Shirk, and Recording Secretary Thompson Absent: None , Chair Levine called the meeting to order at 9:00 a.m. 1. PUBLIC COMMENT None 2. CONSENT AGENDA a. Approval of minutes dated June 2,2009 It was moved and seconded (Newsom/Sager) to approve the minutes as presented, and the motion passed unanimously 3. LOT 1, SILVER LANE STABLES ADDITION, located at 621 Big Thompson Avenue - Request for a variance from Â§5.1.Q.4.a of the Estes Valley Development Code, which requires that service stations and quick lubrication service uses shall be located at least one hundred (100) feet from the property boundary of any residential zoning district. Staff Report: Planner Chilcott stated Safeway is proposing to construct a service (fueling) station and car wash on the current Silver Lane Stables site, at the corner of Highway 34 and Steamer Drive. The applicant has also submitted a development plan application for construction of the service station and car wash, which is being reviewed at staff level with a decision by July 21, 2009. Planner Chilcott stated that staff reviewed the variance request for compliance with Estes Valley Development Code Section 3.6, which includes evaluating whether or not special circumstances and practical difficulty exist in complying with the code standards from which a variance is requested. Staff finds that special circumstances exist and practical difficulty may result from strict compliance with Code standards. The Estes Valley Development Code (EVDC) requires that service station, car wash, and quick lubrication service uses be located a minimum of one hundred feet from the boundary of a residential zoning district. The setback requirement for this use is significantly larger than typically required between commercial and residential uses. For any other commercial use, the setback would be 15 or 25 feet, depending on zoning. The R-zoned property in question is an outlot of the Stanley Hills subdivision and contains postal cluster boxes and a driveway leading to the boxes. This outlot is available for future roadway if a deed of dedication from the Stanley Hills Subdivision HOA was submitted. The closest single-family lot to the proposed service station and car wash is approximately 135 feet away, with the closest house being about 370 feet away. The setback is intended for a buffer between a service station, car wash, and/or quick lubrication service use and a residential use, but in this case the buffer will never serve its intended purpose. To layer on this increased setback adds a further and significant development constraint to the property. NECORD OF PROCEEDINGS Estes Va Her Board of AcÂ®stment 2 July 7.2009 In dctermining practical difliculty, Planner Chilcolt stated ihe 100-foot required setback would provide a buffer against a lot that in the future could become a portion of tile Steanter Drive nght-of-way. She also stated the essential chatactei of tlie neighborhood will not be substantially altered and adjoinitig properties will not suffer a substantial detriment if the variance is granted. Staff has received several letters from the public with strong opinioiis for aiid against the proposal. Staff has deterniined the applicant cannot build as proposed without tlie requested variance. The variance would not reduce the size of the lot; and, if granted, represents the least deviation from the regulatioiis that will afford relief. Member Newsom questioned why staff recommended the variance be valid for three years, rather than the typical one-year time period. Planner Chilcott stated staff recommended this because Sateway does not plan on constructing the car wash immediately, if at all. A three-year period gives Safeway a longer timeframe in which to construct the car wash without reapplying to the Board of Adjustment. Public Comment: Jeff FergoUCorporate Architect representing Safeway stated Safeway wants make sure they have the entitlement in place for the car wash so they can construct it in the future if there is a need or desire for it. He stated Safeway typically finds the highest demand for car washes is during the winter months, which are Estes Park's slowest months. Safeway would like to evaluate the need for the car wash after the gas station is constructed. If built, the car wash will be a closed system with water reclamation. Leslie Peng/Discovery Lodge owner has concerns about the effect on the water supply for the Discovery Lodge fish pond. This water supply runs underground through the stables property. Director Joseph stated this concern is valid and Community Development will try to address the issue during the staff development plan review. Greg Wheeler/Stanley Village has had positive experiences working with Safeway fueling stations at other shopping centers. He believes Estes Park would benefit from this facility. Member Newsom has a concern about canopy lighting. Director Joseph stated this concern will be addressed in the development plan review. There is an illumination plan for this project. It was moved and seconded (Newsom/Sager) to APPROVE the request for a variance from EVDC Â§5.1.Q.4.a to allow construction of a fueling facility and car wash within 100 feet of the property boundary of a residential zoning district, with the following conditions: CONDITIONALTO: 1. Approval of Safeway's development plan application #09-05. 2. Failure to apply for a building permit and commence construction or action with regard to the variance approval within three years of final development plan approval shall automatically render the decision of the Board of Adjustment null and void. 3. Exterior lighting under the canopy will be completely recessed. The motion passed unanimously. 4. REPORTS There being no further business, Chair Levine adjourned the meeting at 9:30 a.m. Chuck Levine, Chair Karen Thompson, Recording Secretary / V 621 Big Thompson Avenue ~ Setback Variance Request Estes l>ark Community Development Department Town Hall, 170 MacGregor Avenue PO B ox 1200 ~ Estes Park, CO 80517 ~ Phone: 970-577-3721 Fax: 970-586-0249 www.estesnet.com I. PROJECT DESCRIPTION/BACKGROUND DATE OF BOARD OF ADJUSTMENT 1MEETING: July 7,2009 LOCATION: The site is located at 621 Big Thompson Avenue (Highway 34), within the Town of Estes Park. Legal Description: Metes and Bounds Lot AKA Lot 1, Silver Lane Stables Addition APPLICANT/PROPERTY OWNER(S): Safeway, Inc./Betty June Whiteside STAFF CONTACT(S): Alison Chilcott APPLICABLE LAND USE CODE: Estes Valley Development Code (EVDC) BACKGROUND/REQUEST: Safeway, Inc. is proposing to construct a service (fueling) station and car wash on the current Silver Lane Stables site located at the corner of Big Thompson Avenue (Highway 34) and Steamer Drive and has submitted a request to allow these uses to be located less than one hundred feet from an R-Residential zoned outlot immediately to the north of the property. Specifically, the applicant is requesting a variance to EVDC Section 5.1.Q.4.a, which applies to service station, car wash, and quick lubrication service uses, and which states, "The use shall be located at least one hundred (100) feet from the property boundary of any residential zoning district." The zoning maps below show the CO-Commercial Outlying zoned lot on which the service (fueling) station and car wash are proposed and the adjacent R-Residential zoned outlot. I 7110"/ wr-' T '*'2~ ./ 1. Al .4, - : 1.,1 1 ' Estate f.Â¥Â»,4 ~. R 274// .667 L - 1 - L.-.-~~ *LI~ ~*g/e-Pami# ..~ ~ / 14*identiall lif- 4.i -,7 -A l , -~ â€ž ..H&... , co 1 -~ 4 Commeic ja/Outlyng A / ~.,1 ..MaFinH gic,datio SITE A % 9 179 - v A .,~ ntov,** The applicant has also submitted a development plan application for review, which will be reviewed by staff with a decision by July 21, 2009. II. SITE DATA LOT 1, SILVER LANE STABLES ADDITION Parcel Number(s) 25193-00-009 Lot Size 1.660 acres per annexation plat 72,319 square feet Zoning CO-Commercial Outlying Existing Land Use Silver Lane Horse Stables Proposed Land Use Service (Fueling Station) and Car Wash LOT G, STANELY HILLS SUBDIVISION Parcel Number(s) 25193-11-007 Lot Size 0.625 acres per Stanley Hills 27,225 square feet Subdivision Plat Zoning R-Residential Existing Land Use Open Space Postal cluster boxes and driveway access to cluster boxes Lot is split by driveway used to access Stanley Village. Proposed Land Use No changes to land use proposed at this time SERVICES TO LOT 1, SILVER LANE STABLES Water Town of Estes Park Sewer Estes Park Sanitation District Fire Protection Town of Estes Park Electric Town of Estes Park Telephone Qwest Page #2 - 62 I Big Thompson Avenue (Hwy 34) Setback Variance Request ADJACENT LAND USES ..... *dll:IUmilâ€¢AFAYV~AW<Â£4 6.. fof-ofâ€žTiTY-11.7 ; . ~ Â·" , 04. Al#&&b~'.6 - , d -.1,11(â€¢1/ III. REVIEW CRITERIA All variance applications shall demonstrate compliance with the standards and criteria set forth in Chapter 3.6.C and all other applicable provisions of the Estes Valley Development Code. This variance request does not fall within the parameters of staff-level review and will be reviewed by the Estes Valley Board of Adjustment. IV. REFERRAL COMMENTS This request has been submitted to all applicable reviewing agency staff and neighboring property owners for consideration and comment. The following reviewing agency staff submitted comments. Town Attorney See Greg White' s letter to Alison Chilcott dated June 24, 2009. Written comment received from the public is included in the Board of Adjustment members' packet and posted on the Town website. Page #3 - 621 Big Thompson Avenue (Hwy 34) Setback Variance Request V. STAFF FINDINGS Staff finds: 1. Special circumstances or conditions exist (e.g., exceptional topographic conditions, narrowness, shallowness or the shape of the property) that are not common to other areas or buildings similarly situated and practical difficulty may result from strict compliance with this Code'% standards, provided that the requested variance will not have the effect of nullifying or impairing the intent and purposes of either the specific standards, this Code or the Comprehensive Plan. Staff Finding: Staff finds that special circumstances exist and practical difficulty may result from strict compliance with Code standards. This is a commercially zoned lot with prime highway frontage; however, the site is physically constrained in two significant ways; first by the triangular shape of the lot and second by the steepness of the lot. The Estes Valley Development Code requires that service station, car wash, and quick lubrication service uses be located a minimum of one hundred feet from the boundary of a residential zoning district. This is a significantly larger setback than typically required between commercial uses and residential uses. A twenty-five-foot minimum building/structure setback is required when a CO-zoned property abuts a residentially zoned property. For a CO-zoned lot that abuts another CO- zoned lot the setback is fifteen feet. As described in more detail below, the one hundred foot setback would not serve the setback's intended purpose, i.e. to provide a buffer between a service station, car wash, and/or quick lubrication service use and a residential use, such as household use of a single-family home. To layer on this increased setback adds a further and significant development constraint to the property. The plan below shows the proposed development and the location of the 100-foot setback. Page #4 - 621 Big Thompson Avenue (Hwy 34) Setback Variance Request DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY LOT 1, SILVER LANE STABLES ADD. LOCATED IN THE SW IM OF SW IM SEC. 19, T 5 N , R 72 W, 6TH PM TOWN OF ESTES PARK. COUNTY OF LARIER, STATE OF COLORADO --- 4-< 40\<29 St=.eNE C]F Shared Projjbit Lind-. - -1/F~9Fdf.3:20.,4.Â»:1(-h ~\~ VN~ m - Mr -| M _1 1-5 - N -*-zrit. 717 i 0-3 /F . '1 1 U F ~ UN â€¢ / 1,/ 11 /'. I.. . .~ j.. # 22=m \ ,/ 1 /La \ 1 /1 / 1 . IJ * I. /' Bt ... -Ilic.. 4 , , ,.11. V.....4. A 1 \' F ?t . - . .... 3 .-1 P; ; / // I , ; l rK 6/ 2 e t In this case, the portion of the residentially zoned outlot adjacent to the proposed service (fueling) station and car wash contains postal cluster boxes for the Stanley Hills subdivision and a driveway leading to the postal cluster boxes, as shown in the below aerial photo taken approximately three years ago and the photo taken on June 29,2009. B.I........ Ell Page #5 - 621 Big Thompson Avenue (Hwy 34) Setback Variance Request .98.69 ~ f Ir.*4 V *.57 4 1 ' . 2 4 ( 4 4Â« . ... j R.Residentiat-- Cl~ Zoned Outl i,e~ 40 .2 *524 3%* , ----I./2.-4Â¥* . .- 4.AUfti//A,~* 0%129/2009 -% t-I'... :Ve!~52 I t': 1, 9 In the future this outlot be may used for roadway purposes; however, home(s) cannot be built on this lot. Below is a copy of the Stanley Hills subdivision plat, which contains a note stating, "open space lot 'g' to be held for future dedicated roadway - 0.625 acres." 4 " / 8 (41#) I (â€žt) i 1 4 'F .***ww 07â‚¬4. 96,; 9,4 Â¥.522-f fet-2 . r26 4 A , 1 0 4 ... 1 \ 4 .:7 /1 f. t . 9..t ~ 7t79 & *'40 1 ~40' ~ AF ! e N C"FlÂ· e 0 2% S 10* 'al 1 :. 71@ ==p 11 1 ,) â€¢ 4 1 6 13 , 1 :, I (43 i 4 1 4 fi \* O 2 1 #'14 1 ' - 2-7 298,.Â· 1 . ."t â€¢ 4.1 e / Page #6 - 621 Big Thompson Avenue (Hwy 34) Setback Variance Request T~wn staff nlay recommend that this lot, or a portion of the lot. be dedicated as roadway (right-of-way) to accominodate a turn-lane on Steamer Drive into the proposed fueling station and car wash. The closest single-family lot to this proposed fueling station and car wash is approximately 135 feet away (ineasured 101-line to lot-line) and the closest house is approximately 370 feet away. .. C. 4 . bt. v . Al '4/'21 V~~ 9,22 e>13, . . -Ils'.a ..6.- 2. In determining "practical difficulty," the BOA shall consider the following factors: a. Whether there can be any beneficial use of the property without the variance. Staff Finding: Staff finds there can be a beneficial use of the property without the requested variance. The existing stables use could continue on the lot. b. Whether the variance is substantial. Staff Finding: Staff finds that the variance request is not substantial. The one hundred foot setback would not serve the setback' s intended purpose, i.e. to provide a buffer between a service station, car wash, and/or quick lubrication service use and a residential use, such as household use of a single-family home. The increased setback would provide a buffer against a lot that in the future could become a portion of the Steamer Drive right-of-way. Page #7 - 621 Big Thompson Avenue (Hwy 34) Setback Variance Request c. Whether the essential character of the neighborhood would be substantially altered or whether adjoining properties would suffer a substantial detriment as a result of the variance. Staff Finding: Staff finds that the essential character of the neighborhood will not be substantially altered and that adjoining properties will not suffer a substantial detriment. Staff has received letters expressing strong support and strong opposition to development of a fueling station and car wash on the property. d. Whether the variance would adversely affect the delivery of public services such as water and sewer. Staff Finding: This application was routed to providers of public services, such as water and sewer, and no concerns were expressed about adverse impacts of this variance application to the delivery of public services. e. Whether the Applicant purchased the property with knowledge of the requirement. Staff Finding: This standard addresses whether or not the Code requirements changed during current property owners' ownership of the property. For example, did the property owner purchase the property prior to adoption of the required setbacks? This standard is not intended to address whether or not the property owner reviewed Estes Valley Development Code to determine which setbacks are applicable to his/her property. The applicant has not purchased the property and is aware of the requirement. f. Whether the Applicant's predicament can be mitigated through some method other than a variance. Staff Finding: The applicant cannot build as proposed without the requested variance. 3. No variance shall be granted if the submitted conditions or circumstances affecting the Applicant's property are of so general or recurrent a nature as to make reasonably practicable the Page #8 - 621 Big Thompson Avenue (Hwy 34) Setback Variance Request formulation of a general regulation for such condition~ or situations. Staff Finding: The submitted conditions or circumstances affecting the applicant's property are not of so general or recurrent a nature as to make reasonably practicable the formulation of a general regulation for such conditions or situations. 4. No variance shall be granted reducing the size of lots contained in an existing or proposed subdivision if it will result in an increase in the number of lots beyond the number otherwise permitted for the total subdivision, pursuant to the applicable zone district regulations. Staff Finding: The variance would not reduce the size of the lot. 5. If authorized, a variance shall represent the least deviation from the regulations that will afford relief. Staff Finding: The variance, if granted, represents the least deviation from the regulations that will afford relief. 6. Under no circumstances shall the BOA grant a variance to allow a use not permitted, or a use expressly or by implication prohibited under the terms of this Code for the zone district containing the property for which the variance is sought. StaffFinding: The proposed use is permitted. 7. In granting this variance, the BOA may require such conditions as will, in its independent judgment, secure substantially the objectives of the standards varied or modified. Staff Finding: If the Board chooses to approve this variance, staff has recommended conditions of approval. 8. This request has been submitted to all applicable reviewing agency staff for consideration and comment. All letters and memos submitted by reviewing agency staff, referred to in Section IV of this staff report, are incorporated as staff findings. Page #9 - 621 Big Thompson Avenue (Hwy 34) Setback Variance Request VI. STAFF RECOMMENDATION If the Board chooses to recommend APPROYAL of the requested variances, staff recommends that it be approved CONDITIONAL TO: 1. Approval of Safeway's development plan application #09-05. 2. Failure to apply for a building permit and commence construction or action with regard to the variance approval within three years of final development plan approval shall automatically render the decision of the Board of Adjustment null and void. Page #10 - 621 Big Thompson Avenue (Hwy 34) Setback Variance Request r -Â» 0. / 1 Galioway Planning. Architecture. Engineering. 3**8 -O y Â®13 May 26,2009 -lf MAY 2 7 2009 tul 1-./1 Statement Of Intent Board Of Adjustment Submittal L Proposed Safeway Fueling Facility Lot 1, Silver Lane Stables Addition Town of Estes Park, CO Safeway Inc. proposes to construct a new fueling facility at the above referenced location. All existing site improvements will be demolished and a new fueling facility consisting of a 1,185 square foot (SF) kiosk or convenience store, a 6,075 SF overhead canopy above 6 multiple product fuel dispensers, and a future 1,275 SF single-bay automatic car wash. Vehicular access to the fuel facility is proposed through one curb-cut on Highway 34 and one curb-cut on Steamer Drive. A new eight foot wide sidewalk will be provided along Highway 34 with a new six foot wide sidewalk added along Steamer Drive. A handicapped accessible pedestrian connection will be provided between the kiosk/convenience store and the new sidewalk along Highway 34. Extensive landscape buffering exceeding the Town's requirements will be provided along Highway 34, Steamer Drive, and within the interior of the site. The design of the fuel facility will utilize the same materials, colors, and architectural detailing of the existing Safeway grocery store thereby resulting in a visually cohesive and attractive development. The fuel facility will be owned and operated by Safeway Inc. and will function as another department of the existing Safeway grocery store. The hours of operation will be approximately the same as those of the grocery store. Current plans call for the fuel facility to open in July 2010 and the future car wash to open within 3 years after the opening of the fuel facility. Variance Request With this submittal, Safeway Inc. hereby requests a variance from section 5.1.Q.4.a of the "Estes Valley Development Code". Section 5.1.Q.4.a states that for Service Stations, "The use shall be located at least one hundred (100) feet from the property boundary of any residential zoning district". Safeway Inc. respectfully requests that Code section 5.1.Q.4.a be waived for the development of the proposed Safeway Fuel Facility. Background Information The proposed Safeway Fuel Facility site, Lot 1 Silver Lane Stables Addition, is zoned CO: Outlying Commercial and "Vehicle Service, Limited - Service Station" and "Vehicle Service, Limited - Car Wash" are uses permitted by right within the CO zone. Galloway & Company, Inc. â€¢ Phone 303.770.8884 â€¢ 5350 DTC Parkway, Greenwood Village, CO 80111 â€¢ www.gallowayUS.com r--. 0\4 j I . Statement Of Intent Board Of Adjustment Variance Submittal Safeway Fuel Facility May 26,2009 The abutting property to the north of the proposed Safeway Fuel Facility is identified as Lot G of the Stanley Hills Subdivision and is currently zoned Residential. The recorded plat for Lot G states that "open space lot 'g' to be held for future dedicated roadway - 0.625 acres". Proposed Safeway Fuel Facility building/structure setbacks as measured from the north property line of Lot 1 Silver Lane Stables Addition: â€¢ 56' at canopy, 90' at future car wash, 138' at kiosk/convenience store Variance Justification Based on the variance review standards from the "Estes Valley Development Code" (section 3.6.C) the applicant offers the following: 1. The fact that abutting Lot G of the Stanley Hills Subdivision is intended for future roadway dedication but is zoned Residential is a special circumstance that results in practical difficulty for the development of a fuel facility on Lot 1 Silver Lane Stables Addition. 2. Factors relating to the "practical difficulty" described above are: a. without a variance, the development of a modern fueling facility meeting market demands and expectations on the subject property will not be possible b. due to the fact that the adjacent Lot G of the Stanley Hills Subdivision is intended for future roadway dedication, the requested variance is minor in nature c. the essential character of the neighborhood will not be altered and adjoining properties will not suffer a substantial detriment as a result of the variance d. the delivery of public services such as water and sewer will not be adversely affected by the variance e. this issue will need to be resolved prior to Safeway Inc. purchasing the property f. Town staff has identified a variance as the preferred means of mitigating the Applicant's predicament 3. The circumstances affecting the subject property are a unique situation. 4. The requested variance will not result in the reduction of any lot sizes nor an increase in the number of lots. 5. If authorized, this variance will represent the least deviation from the regulations that will afford relief. 6. The proposed uses are permitted within the CO zone district and this variance addresses the 100' separation requirement only. 7. The applicant recognizes that the BOA may require certain conditions of approval if needed. SAF000920.01-JCS-BOI Statement of Intent_5-26-09.doc Galloway & Company, Inc. â€¢ Phone 303.770.8884 â€¢ 5350 DTC Parkway, Greenwood Village, CO 80111 â€¢ www.gallowayUS.com DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY LOT 1, SILVER LANE STABLES ADD. LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO 1 1 Ult 1 3/ S *r l i Z\' '/ I Of/--/-7 | STANLEY r*-4 . 1 ADDITION ... 17 4 WON!)ERVÂ« >4 - LIST OF CONTACTS UTILITY AGENCIES RECORD OWNER 20(ER BETTY JUN E WHITES'DE ESTES PARK SANI~ABON DISTRJer P.O. BOX 152 1201 GRAVES AVE 1 ESTES PARK, COLORADO 80517 ESTES PARK, CO 80517 m.... I TEL (970) 585-2/66 / 1 - -3 Ei i ....... 480 -3 i APPLICANT CONTACT: JIM DUE' " 1 --,st;550 n SAFEWAY ING 6900 SOUTH YOS[/1. ELECTRIC STAN'. 1 1 4 ! . C ENGLEWOOD. COLORADO 50112 TOWN OF ESTES PARK LIGHT AND POWER .AGE din i TEL: (303) 843-7570 PO /0/ 1200 ------f-----------/5/1 ---10-F----- 8UILIMNG U CONTACT: TERRY KUNZ ESTES PARK. CO 80517 VALUE- i /20' 1 U TELE (970) 577-3607 ENGINEER CONTACT: 808 COEHRING I GALLOWAY & COMPANY. INC. VICINITY MAP 3&914.0 80111 33 1200 -- -~ff- .44% TOWN OF ESTES WATER DEPARTI,!ENT - - 1 SCALE: 1.-600. Â» FAXÂ· (303) 770-3636 ESTES PARK. CO 80517 CONTACT JON N ANDRESEN JR.. IE TEL: (970) 577-3607 CONTACT BOB GOEHRUJC STEAMER DR. -'N SHEET LIST . N LANDSCAPE ARCHITECT --214-1--- A . 1 2,33 E I CALLOWAY & COMPANY.1. TELEPHONE TITLE SHEET NO -Â£ 5350 DTC PARKWAY QWEST CONDOMINIO]@ A BUILDINGL Y \ GREENWOOD VILLAGE. CO 8011 1 12680 County Rood 58 -BANK OF COLORAD~] N... \ COVER SHEET 1 1 .â€ž~~e~--nk~~ 1 4~~ ~~f~~~~ ALTA/ASCKA LAND TITLE SURVEY 1 of 1 TEU (303) 770-8884 GREELEY. CO 80634 Lf / 1 FAX: (303) 770-3636 TEL: (970) 350-2940 I r// CONTACT. JOSEPH WILSON. RLA CONTACT: GALEN MONSON XÂ« / AR .,1 'Â·6 b ARCHITECT CABLE / M,Â·>Â·7&,4.-E /j~ DEVELOPMENT SITE PLAN 2 / at, GALLOWAY & COMPANY. INC. BAJA BROADBAND , ff\\\\ fll,/Ari. 1-Â« ..../ DEVELOPMENT GRADING PLAN 3 ..Ai..:. CO 80111 ESTESS'P~R~ CA~'80517 l l STANLEY 1 *39&642 tr 9 .4 TEL: (303) 770-8884 TEL: (970) 586-0199 DEVELOPMENT UTILITY PLAN 4 / VILLAGE , 8UILDING . 1 ... FAX: (303) 770-3636 CONTACT: ROD PATTERSON -REEL 4 CONTACT JOHN C. SCALES. AJA I THEATRE- PHOTOMETRIC PLAN 5 GAS SURVEYOR XCEL ENERGY ~ /,4/4~23 IT-FM TANKER TRUCK ROUTE PLAN 6 VAN HORN ENGINEERING 1901 E. HORSETOOTH RD / 2/ 14 1 %/ / 1043 FISH CREEK ROAD â€¢ /0 80x 456 FORT COLLINS, CO 80525 C DEVELOPMENT LANDSCAPE PLAN 7 ESTES PARK COLORADO 80517 TEL: (970) 225-7869 TEL: (970) 586-9388 CONTACT: ALAN ERMER KIOSK ELEVATIONS 8 FAX: (970) 586-8101 CONTACT: LONNIE A. SHELDON. RLS C}WNER-SCHR~~~~~~~~~~I~~~| - ' CANOPY ELEVATIONS 9 COMPANY. LUP| N & ZONED COMMERCIAL OUrLY,W ESTES PARK SANITATION =! O BUILDING FUTURE CAR WASH ELEVATIONS 10 -CLARIFIERS O HI / â€¢ C CO ULLUO SITE DATA: SUMMARY TABLE 00(N 1 BUILDING HEISHT zz@ K+OSK 1 STORY 15'-FEET CANOPY 1 STORY 19'-10 FEET J W SITE MAP FUTURE CAR WASH 1 STORY 14-y FEET SCALE: 1-100 ~_LUZUJ LAND COVERAGE: 69.440 S F 10010% 1.594 ACRES D Ill or BUILDINGS: PF. LL> O KIOSK 1.185 S.F. I 71% 0.027 ACRES U-1 ZI- CANOPY ..075 S.F. 8 7S% 0.139 ACRES FUTURE CAR WA5H 1.275 S.F. 184/ 0029 ACRES m 40 CO LANDSCAPING: /BO WITHOUT FUTURE CAR WASH 39,601 S.F. 57.03% 0.909 ACRES WITH FUTURE CAR WASH 36,274 S.F. 52 242 0,833 ACRES OLLII DRIES. PARKING. WALKS & MISC.: -1 U_ A W.HouT FUTURE CAR WASH 22,579 S F. 32 51% 0.518 ACRES WITH FUTURE CAR WASH 24.6. S. F 35 47% 0.565 ACRES 92 g * FLOOR AREA RATIO (FAR) WITHOUT FUTURE CAR WASH 0.06 (INCLUDES 50% OF CANOPY AREA) U.1 WITH FUTURE CAR WASH 0.05 (INCLUDES 50% OF CANOPY AREA) O PARKING: REOUIRFD .CQ STANDARD SPAGES 6 15 Project No HANDICAP 1 1 SAF000920 Sheet Scale: CA~ WASH STACKING: RFOUIRFI 2/ FULL AUTOMOBILE STACKING SPACES 6 6 Designed ByÂ· JNA Drawn By: RDG i~lica Scf920 S _01 _Covr Dcte: â‚¬7 Lt=3 -U- - 11 Disk Fle: APPROVAL COVER SHEET APPROVED Err THE COMM UNITY DEVELOPMENT DIRECTOR __ ___----- DAY M AY 2 7 2009 -:=:~ OF . 2009. DIRECrOR 1 31Â¥C NOIS]A38 ON 141.UnanS NV-Id /49,0 S nglewood lorod' 8011 -1412 3AING @3KV315 (]NV *i AVMHDIH 'S'A 00Â¥80100 'WHIVe Â§3153 DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY - - - - PROPERTY BOUNDARY LNE SITE LEGEND - LOT 1, SILVER LANE STABLES ADD. 1 4 14\-f LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. -N--1 - - - ADJACENT PlOPERFY BOUNDARY UNE PROPIED NEW IN 1 1 - - - - - - PRONSED CANOPY I TOWN OFESTES PARK, COUNTY OFLARIMER, STATE OFCOLORADO ~ I ' PROPOSED RET/NING WALL 1/ ---------- --\-~ EKSTING TO REVAIN ------ E:15./G TO BE REVCVED --STEAMER DRIVE --==- - 1 +Ficd -X- - -X- --X- - - EXISING FENCE TO BE REMNED ASmULT SURFAC A EvISTING ARE HYDRANT ty --- O EXISING MANHOLE C(MR sc,LE. 1 --20 c UT'ur, PEDESTAL r------- -7 2 EXISTING INLET - - 4 m.)-Fhly 1 . ..t ip*331 DOSING PRIUARY CABINET m PARKING COUNT Z - LrK* -1 80344Â»1 - E â€¢ PROPOSED MONUMENT SICNS TO BE APPROVED THROUGH SEPARATE PROCES5 R50' ;120' = 1321 11:11 't 1 ' .1 ' -'f , F . 1. . [ 11 4. ' 589'52'57"E 383.11' ~ 72.22' - - ; r 55' - I /2 k peple 1 f :11 1 . . 11 .-Â·IONUIENT . be, U *. 1121. / ' 1/ h#L 1 245' A ROO. ~ 4" ,- 4 - / ~4 7/ ....... 5 â‚¬. 1 8 .5-J < ~~A .6. R60' *5122% 1 U , 'C, . 9 m . ss#/t / a, , / /3/// C .- LOT 1 7 UNDERGROUND ,+ Â¥ STORACE TANKS JO' , SILVER LANE STABLES ADD. Ve, m / .06 I - 19 -00 Â· 2 t,. 621 29~~)1 AVE ./' I. i . . I . 4./ 85.59 69.440 SOURE FET r + */ .. 27'' I i K. 1922.. \ '11 4--4 -4--, 4 .9 1-0 ] RW' - r L. N . \ Ar / -- 24// 61 CANOPÂ¥ l ~99' 1 X- I . ; w--- \ \ \ 1.94 t@ /0 49'12 / P " 1 4*< ,-'*/ .1-1 /6, . 1 - M \ / r Z.*44 . 0 \ 1 2 0. 2 /5 . / I 1.1- 1:: I. , 4 , 1, 3 1, 1--1, PROPOSED 4/ 9 110 " 16 p 5 2 0 / / SIC' 1 11 r MONDUENT (A :33 4 5- " $ AM $ \ : ../ .0. / 1% fy" 3,0.94 /0 iz // , h - 4 / M 7 /f V i 0 5. ' 4 UU 8.6 & I 4 \ / / -Ibl. 4 1,- + 4 . 42*. / / 6- ... '--, 5, . : 0 - 7/ 6. 09 'll ' 1 Ir ; ./ 64~Â·7/ f 4/ /4//< /1 i li ~ 7:I -i': e,7 , //,4 7 1, 94 / @ // 7 - .-I 1/ -- 6. - %71.:iri 9.121/ 852Â»PANDE& . fl /0 6// 7 BVIE~ -ESTES //K SANI-AION DIUR~CT. SLOPE AND ' A x\Â«tÂ«\Â«Â«xi 191*SK \ ~ Â» ~Â· , Â°7?7229Â»2Â»Â»9>0 lib-' ZINED couVERCIL ou,DING BRECION VARIES 6 4 / i Ft- SEE 'R~DiNG P,N 22 HF / tj'Â·Stic" 7,4 03 3#13' R 10. .0 2 - -1 '59 4 Rto' 4 . JAM/gp' 4 -1 - ' 94Â°41, - ' 'Â«3-' d 4 4 4 0A 4 m ' / r* 6 5 0>2 - Â· COUPACTIO SUBGRADE I 4 | REPORT -Aizze 1 K A / Rt ~ LEE GEOTECHNICAL ELOWOON i 4<30. ,+ . a.. =11! ..1â€¢ \ -A--- Wd; 0 - --41 /54/ / Â»Mdi&! CONTRACTIâ€ž ro YER FY SUBGRADE REQUIEMEN FS M TH SOU AN) , + g / ./ LU Z 1- FOUNDATK>l IMASTanoit 4,AT HAS REEN PREPARED FOR nIS PROJECT ZI.L.50 / / .1 RE 37 0 0 ' , SLOPE Nol 10 EXCEEO 2% IN â„¢E ADA ACCES:JEM ROWE 1 , 4 \/5 . NOT 'O 5 CME OLUI 1: MONOLIT}31.C_.CURB DETAIL 82*0 F IX \6 -- It , 6 \/-*x . + .341 / ._1 LL_ 1- \ , '' h.... Ill <* 1 il 1 9 9â€ž4,1 *'*c, / / &_4000 115, W/ F-,BERVESH 5-0 > CO 1 I - 1 // / 4 I PROPOSED I I I . Project No DETENT 0)A .71./ /.49- 4 I SAFC00920 ... r. 4 4 4 Sbe./ Scoll 4\15 / /. . . . - .1 Z 1-Â»20' ~ * ~Designed By. . I k. , LU Â· 4 Or"' Sy RIG 1 L{ OVIACTED SUBCUE SEE S[OrECHNIC-4. :2â‚¬PofIT 0'le: / - WAY 2009 1 CONUXTOR TO VE'?71 5UOGRADE REOLIWEIENTS *TH SOU AND SÂ©E)20#02.Site Ch# Flle 6516 - / FOUND*nON PNES';ChnoN TRAT w.5 BEEN PREP,RED f OR 111Â·5 PROILCT DEVELOPMENT F S[TE PLAN ?19[OR COJER CONCRE[E USED /08 PA681-4fs SHALL BE RE]NFORCED FOR OUCK CONmol (SECON:wrr -Â° NOTE: DRIVEWAY 8,/ORO NG) VATU 100% poerPROP'rLENE tmlrHEIK: At)(R /EINFORCEIENT, con/ORW IC TO ASTM C- 11 , 6. .STANDARO 5=JECIACAT ON FOR fleER RONFORCED CONCRETE A~10 5*CRETE. r/\ 0 146.24 1 79 / PRODUCI ST E.C.nCAT ON FISERI,IESHO~ANLN,ACTURED Br FlaER'F-SH. ChArTA,100Â« TENNESSEC) 4/ *PLY AT 1 5 POUNDS PER CUB C YAND 09- CONCRE,E. SIOSIFUnONE VIST GE APPROVED [ff 1}'E ENGP:EER PA ORO USE. iÂ» f , -,1 j if /4 2 V er. ly . (71 CONCRETE PAViNG SECTION P~Or fO SCALE - 31Â¥0 68 1VLLINEAS NMÂ¥80 Su!'@DU,&13 .9@ 69 :Al@0 @3riÂ¥315 ONÂ¥ vE AWAH,H S A 00*10100 '18Yd S31S3 DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY. 2 glk'-/-- '.1 ~ sHRUD. ~ER[â€ž11*4. OR ORNAVENTAL GRASS LOT 1, SILVER LANE STABLES ADD. 4229324<3.-4 (g) Ull{H. TYPE AND D[Pâ„¢ PER FU,5 P/LE "C VORE I{AN 1- Or VULCH *1401 6' or PLANT CENTER LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. T- @ MISH GRADEÂ· = r. 1,/1 TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO -12,~ e ROOT GALL -<-44 r 1 O BACK.11 14'11 Â® UNI5TURBED NATH SOIL ~~39[t; STEAMER DRIVE . ' 03. HIC,1 FARâ„¢E,1 W.,TERINC 8,98 ASPIALT SURF~CE U - Â«T~4 - r--3 SHRUB AND PERENNIAL PLANTING ~ SCALE NOT TO SCAA[ -11/ eli -21 . 1,2 -0 m - 9-\ ~ DERCREI DECIDUOUS 0 ,-\\ â„¢ -T- 8 TRCE ,~i- ~-, mEE . IREE C.â€¢40. ~ Mn.Oâ€¢, IREE STRAPS AT ENDS OF W,RES - 9 Z 1*mt-v-1.Â· 2.1. 2:Â·:3:4..i":,1. 31-2..:--- F, / adi SECURE TO STAKE OR DIOUU, WTH NAU 19 2-/ IEG{,111111 2---' -*fy.. 74.7424.7~:.....:'--: ~ ~ 12 CAUCE IkVANIZED WRE SECURE TO hc TRU 4 K JUST /OVE LOWEST UAJOR 8 RANCHES ~T p -.-:r.----------------- 1.----- - Ir.2,/ 12 --- 2--=U-i 1 E- ON %- -i--Â· - . 2 ~ I- X 3/4- PV.C. WMERS OVER MRES. ~ PRESSURE-TREATEC WOOD STAIL 2' 0,1 EX'END f-A 5TAMES. 12' liN INTO UNDISTUR[[0 SOL /02-Co -2 //4 - -3 ./, 1 \ 4 6%4 94 .431*>.9 Â® PREssuRE-TREATED *000 DEADUEN. TWO PER , TREE (MIN ) BURY 0.15,0, Or .umm P. A AND 1 8- MiN. 1,00 UNDISTURBED SOILÂ· IRON< FÂ».RE Â¢0 W 1/ -94,3 ~ ANISH GRADE. M~/ rD yULCH. ME AND DEPâ„¢ PER PLANS. DO * ; ~ ~ NOT PlACE IRCH WITHIN 6- Of TRUNK. ... Mai oi 40.1 ! ., U-k t.2.te-,1344<.Â·Â·136-7-+ - 916 I .../ -lul--1 1 -m- 1 1 1--1 =--11 1 ~ UNDISTURBEO NATNE SOIL (Ii</ i/81 i -COTx 1 4' Q Â·t, % 2Â¢' ~.Â· 'Â·; Â·.h..~ -_-.. ~ 1 :,i . ~:: ~ L...1....t. 9--2--- 3.~12>-.:...F... 0 ..~ 5 -A< 0 -,4 < 2-Ju M . S! 1 , , " 1 J TA SILVER LANE STABLES ADD. L Jx RooTaIu. OLC . ~ ~ 8 mi= a 2. -69.47'ieKEET ' 4 +444-}0(5*Â·p- 0131-1 # rf '~ 621 BIG THOMPSON WE , ' ta 'w 141 ~ SUALL BE SUC, TH,r THE MOOTBALL RES,S ON 1 5~Airr S'DE.5 OF PLANING /4 â€¢mOR TO INTMG REE 2 REVIVE EXCESS SOIL APPUED ON TOP OF THE ROOTBALL ..... ..... f. AN ./:1 â„¢AT COVERS THE ROOT nARE. TH E PaNTING HOLE DEPTH .4 . AT PLANTING L.t A--7 47 -- 1 97 4}tf...1,/:W:~ 6- M3n~-A-12 7 6[DS {M) UND[5TURBED S/L ANC THE ROOT FLARE G 3--5. ABOVE i / 3 ' INS' -E. .h./ / ---Â·Lf ,, 1=-1-râ‚¬I it - / 0 2-PLA.Rx 1 1- y L 2.-3 995 TREE 01 HOLE. Cur OfF ARD REMOVE REMAINDER OE 13,UKET 3. CUT 0}T BOTT04 1/3 Or WIRE OAMET DEFORE FNACING / \ %3 \27.- 1 %\ \ 1 1 1 1-1 f.-r 'C // MUCH EUR:AP FROM AROUND ROOT-11 AS 16 PRACPOL ~ 42 I 4 *. 2 .11.4.,TI-:-- 47,2 4. :REE WRAP 6 NCT TO BE USED ON AVY NON PWmNGS. 5 & 1 /7ER TREE IS w 1,1 HILE. REVOPE Il NYLON nES. @ IMI E. HOPE, a D OrHER PACKING UATERWL REMOVE . # 0 ' ' 0 2-JUCO' ' 11 / 121 2-201-R I 3. 0 10 W:NDS ./.05 WHEN WWPLNG TREE, WRAP FROU TRUNK FLARE TO LOWEST UJ MI pREVIONC .WA]UNG EXCEPT N LATE F/LL PLANTIC SITUATIONS. ANI ONCf THEN . 1... - AMER CONSULTEM VITH IME WIDSÂ¢APE ARCHITECT. *\2-JUTA 21 MAJOR 8R/NC H |.|- 5.4 i . 5 REMOVE ALL NURSERY STAXES /TER PLANTING Â»3*0-4, 0 , /~ F ,44 i ./.. 2-RtCE SCALE. 1.=20 DEADVEN (AS APPROIRMI>, SHIED EVENLY AROUND TREEÂ· - W ~ TREE PLANTING 6 FOR TREES OVER 3- CAUPER. USE â„¢REE STAKES OA tr m 45 51 I 2-5PFR . ab SCALE NOT TO SCAU ..*.6.*. .11. . fi 2-POF R , iÂ·j AÂ·Â»rtk'e~/3,././ N .9/ 2/ /1 ..hE, ..11:11.%.,WI - . 1 6'0.â€¢li~'A#W ,)4'~F~~1211.4Â£6.37<\1-8â‚¬00. z 2 / 'J f, 4 2-SPfR '4 ...:.' ........ / 9 k -SOW \ 0 5 .- ..1 / U\%:..>, .:a,m,)1 ' \' , ...>7 2Â·~~Uto - ' l. , 1-RCE1 \=.01 r. j, 1-UTA 2, PLANT SCHEDULE \ IEEI.i Â£Â£:RE *I'll !/QM 031 2 m 92 5,D!885Â§ 890 GEN. FONINAUS Â¥,ESTER' RED /:RCH 9 & 8 4'CAL 1 -1 1 2-5//w .Â·Â·i Â· Â· -.-,10Â«,9.110*c ..Â·fly, U f .Â· ~ ~ '7-Â»'4~~Â·i~itf ..Â·2'Â·Sad . '~ / 1 â‚¬ eur.A OUEACUS (48Â£1.11 CAWBEL OAK 8 4 8 rCAL 6 k i= Ill 2?gs,Â·-2-MR -: ' f ' /0 9%ti Â· sciu SORBUS At}CUPARM VOUNT,UN ISH. EUROPEAN 0&8 4.CAL. 0 0 --m , ~.. 6 10 ~ Â· /1**Â®*QiÂ©~-2-JUCO / <f~f\\ I .1 , :i }. n':24995=*SRRZÂ¥*Rk ...T,/2. 2 0 4 49856;'A 1.UL,% -R,Ounr RAD}Ing CAAB R 4 8 2-CAL. 7 001- rvre.1'm â„¢Prrâ‚¬ Â£93Â£ BOYANiCAL CQMMON 2{I Ml 3!ZE QU BEMARES O T~ J ~1-u.Lil-~Ll--111~~~ , I *Ash. 4.ses' -- , 0 ' ~'~0(2) AR,5TAT, Â· 5 =00@ 4 P./ BRISTLECONE /NE 8&8 6 7% 2-QUCA' 4,42'ti-'1-Vl-,1:0- 4 0 - PONDEROSA PIHE 3 2 8 8 / . 11 z f,%2 8 11'111,1 -, 0 PINUS PONDEROSA 0-:--!66!111 CQ1M1!1 CON! GE REMARKS Â» E z Cr ", 0 82" 0[ReERIS IHUNaEACII ATROPLAPUn[A REDLDE 8,;ADERfer 5 CAL 2 / . 2121Lla Z %! O \ /11 .11 - / 0 2-5... - 4:'F,p '2 . 3-COAL -' (~ ALL RVOE; 9#' ALPIE CURRENT 5 04 ' 34- 7,Â·t<. 1. h.. . ...... 57.'\ 3-R:~r~F-. - 44261'r - - ' . NOTES / 2-5/FR 1 NAT,YE SEED AREAS IC U GUZE A Râ€¢m Râ€¢US TRIi OBATA 1144[E-LE,g- SWE/ su 7 Emo i ... 12-point ".1 11 41102 - Â· A 1-PIFR TEMPOURY I R:CATION SYSTEM UNTIL / .51 4 ESâ„¢)L~ED. OLLII 2 Ati mHAVS *,O 0,Â«,VND O 2-UUCO :UTA JUN:PERUS SAO,W 'INDRISC:fOUA~ TUIWY JUNIPER 5 wS J LL H / ' -Ill/ COVER PU>m},CS TO UTUZE AN LL]<C 9 AvrOUAtED ORÂ·P IMAION SY51[1,1 J.CO JUN,PERUS CHI)'!S 'COUPACr COMPACT FAIZER 5 GIL 17 ~> CO '' 8 IF'. SPIREA BUUALOA EMOEBEU FROEBEL /,REA 5 CAL 19 * / 2 9 444 PLANT]NG REQUIREMENTS HICIRAY 34 FRONFAGE = 507' po'R POTENT:LiA FRUT1CrEA ITif POTENTiLLA . CAL . Pruiect No SAF000920 . AQ'Cotk TREES REQUI~ED - 307/l - 20 TREES Sheet Scale: yxftÂ·Â·~~' Â·'Â·.~~~ Â·\< vÂ·'-:~,-Â·Ffi:.4#3*ix<13~l-pg:JTA rn[[5 PRCMDEC - 20 R:CE RHJES CEREUN SQUAW CURRENT 5 CAL 15 1.-20 SHRUBS REWIED = 507/%0 - 5: 5,Â·RU')5 ....05 PROIDEC . .1 Des ged By: Jt:A 2-JUSC/#234'L#ki...~A: :,5/i#24&0AU 6444 .EES PE-Eo- 5 JUSC JUN,PERVS SCOPUACAUU TAOLE TOP 01.UE JUN'PE R S GAL 2 WAY 2000 CCAC COTOMEASIER PEKING COIONEASTEit 5 CAL 9 Droin [4 STEAVER DIVE FROTIFACE - 166 ROG mEES RECU,RET - 1 CO/40 - 4 TFREE5 Dole: . 1 , ./. REOI,RED - 166/15-: 1 SIOUGs 0,51, Fle SHRU8S PRO/DED - 15 SW920 1' 07 lotod D_re<21 COE,121 CU!Â·iI 8 er...05 CALLE 22IN:!.2L unc .1Â£/m ....TWI SILVER]aUND WE - 12 WA'**76*,/ DEVELOPMENT LANDSCAPE PLAN /Vull (.05Â£ ''Cd- g.w=Y Clit gil SEM&115 3 :â€¢Ulo~<f~ ::Lit: - 2 *0 11 *.H ROCK 2- - 4- 2 -4 COBBLE RAIN ROCK W.ACH VULCI 7.401 S. %82_ELE!.2 UggE 91&31.Ckl cov'/04 CQNI liD EV Â·<RKS li j f -ij -7 NASE NANE CULS . / 41. SiED 78.437 V DUEND 04 LCOL VMEâ„¢ ~ Tla,OR,/IS SOD 3Â£,g le IN'Yuo 1'*Id 510 3AIU0 83rl Ny t< AVMHDIH -S n '>13Vd S31S3 O@0000,@ 467-: DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY LOT 1, SILVER LANE STABLES ADD. [D LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M, p TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO L_----Il#~-LIT-----IT---------Il--------IT-------' I &./2f- .. ;iffrt;~1 -f- 11 Â· Â· Â·Â·----/. 1 DO ... 0 ebtr#:~4*,I:,4-2|Nt--/ -Â·11111!'111,11,1,1,11,1- '141--<3> | |,1,55561,1,1,1,1,1, 2215'11'111 1 Â¢ 1111 <1 Â»V,E i , , ,|_|I---~i,t~ ' ~ i ~<+ ~'~ ~~),4ili.1.11~1 '~ 1 1, 1 11' 1,1111 1,1,1 1,11'1'1'11,11:111 1 1 1.l3 ~ NORTHEAST KIOSK ELEVATION ~ SOUTHEAST KIOSK ELEVATION I SCALE: 1/8" = 1'-0 SCALE: 1/8" = 1'-0 05 ,â€¢â€¢,â€¢â€¢â€¢ 2 i go. ....... 3 1, a 100%: m # '.#. .W' -. -*. Ir. .i' * , .'* t. Â£-==11 1 1, 1 ['11 . :. i U 10 1 ' - 14093 3: 1 1 r . 11 1 1 1 1 1 1 1 I ht'11{ 13,1.i LL r-r-rn â€¢ i,li,Ii id i iii 'il, ili, 1. i, ~1 &-lilli 11 1,{ lilli'Illili 111 U.1 1 1 4 lili 1 1 1 1 1,1,111+11' 1 1 11 1 1,1 1,1 1 il ~111 1,11,1 lili 111 1 lilli 1,1 111 0 4 (A ~ SOUTHWEST KIOSK ELEVATION ~ NORTHWEST KIOSK ELEVATION SCALE: 1/8" = 1'-0 SCALE: 1/8" = 1'-0" STREET FUEL CENTER MATERIALS LEGEND SIDE SIDE ~ SPLIT FACE MASONRY BLOCK, PAINT TO MATCH SAFEWAY GROCERY STORE 10'-0 - PREFINISHED SIGN4 (BENJAMIN MOORE - #HC-83 -CRANT BEIGED / CABINET ~ PRECAST CONCRETE SILL (NATURAL) - REMOTE yr23â‚¬132<HXHINA ~ E.I.F.S. COLOR TO MATCH SAFEWAY GROCERY STORE (BENJAMIN MOORE --~ #HC-83 "GRANT BEIGED 2.218% 2.59858* 2.496 J-- CONTROLLED LED FUEL ~ E.I.F.S., COLOR TO MATCH SAFEWAY GROCERY STORE (DUNN-EDWARDS - ~ PRICES -4> #DE6172 "BUNGALOW TAUPED IREADEO PLUS ..EL r- INTERNALLY ,0 * =3* ~ METAL CAP FLASHING AND El FS CORNICE TO MATCH SAFEWAY GROCERY UUMINATED STORE (BENJAMIN MOORE - #1546 -GARGOYLE-) ~Per gation discomit with club cudE3 -,- SIGN FACE ~ALU 0 ~ SAE[EWAY -. ~ ALUMINUM STOREFRONT SYSTEM (BLACK ANODIZED) mON ~ ARCHITECTURAL CYLINDER LIGHT. (BLACK ANODIZED) GAJOI INI I \1 ~ HOLLOW METAL DOOR. PAINT TO MATCH ADJACENT E.1.F S. ag==O Â«91/t<.1111 , 2 1 , e'-<2> \ ZOON 1 1 1 1 E--4> Â» + UTIUrf GEAR, PAINT TO MATCH ADJACENT E.1.F.S. rigz@ 12+ VFF,T< )7/4Â«4Â» 1\2/ 0-J!=6! LU ALLIZE - HIGHWAY 34 MONUMENT SIGN (50.00 SQ. FT.) ~ TRASH ENCLOSURE Ii==r-~FE7UE-EFIE Wirl Eugtz LU ~ SCALE: 3/8~ = 11-0. OLUI SCALEÂ· 3/16" = 1'-O 5' PJ 'EZ2215=1-112:~ 1 1 1 0-90 JLLI- STREET FUEL CENTER SIDE SIDE p..a KA,v 9 7 2009 111.\Uj'\ %! 3Â§ * 8'-0" M A 1 - LU ,. PREFINISHED SIGN 1~ CABINET i i 1 4~ L_.7 SAF0009220 r-- REMOTE Project No, Sheet Scole: 225& 138112.494Â·/ PRICES FULL CONTROLLED i LED FUEL JCS .r--=INTERNALLY --Â£.'...p-.....5..W --J Designed By: Drawn ByÂ· HHD U.,U=D 'Lul ..1 Dole: ~per,.Il.. discount â€¢ilh clubcâ€¢IdEI~ / ILLUMINATED MAY 2009 SIGN FACE O ~ SANWAY , , r~ Disk FileÂ· 501920_P_08_Dev Kicsk KIOSK 11'111'11111 -6> 'H/rbw.''>8~>45~~ ELEVATIONS - STEAMER DRIVE MONUMENT SIGN (32.00 SQ, FT.) ~ SCALE: 3/5" - 1'-0- 8 31Â¥0 NMVIO #10900 a . Ull'D ;~MS 21'WWSOA 4;noS 0069 wooÂ·sn,IM011.5Â·..f 3AI80 831AlÂ¥315 INV *Â£ AVMHOIH 'ST Â»â€¢â€ž-w ./il I....Â«),A-Â¥/ I.0 00Â¥80100 'MENd 6315 4888 OZL E,+L-El iog opâ‚¬uo~00 'pooN.i,69 009Â£-.9 (Â£00 :Pl DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY LOT 1, SILVER LANE STABLES ADD. LOCATED IN THE SW 1/4 OF SW 1/4 SEC 19, T. 5 N., R. 72 W., 6TH P.M. :A TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO SAFIEWAyÂ©Â·.Â·:2 5 -= 1 1 1 1 HIll: 11 11 12-2112,---1- LIÂ® 011! 1 ~ NORTHEAST CANOPY ELEVATION Â¢0% 5CALE 1/8' = 1.0* ~ ; - w* 1 â€ž21 510. m ; U.... â‚¬ 1. . foibiliii u 2 83!ig E I .. 1 1 .*%0 00 00 0 n Ekin UJ ..2 R H R E 11 1 ~ SOUTHEAST CANOPY ELEVATION SCALE. 1/8 - 1'-0- MATER}ALS SCHEDl]LE -1 1, 4 9482 i \ : 1 V tiazor?ENSTORE (OUNN-EDWARDS #DE61 12 2=!O ~b ACM VASCM W TEX-COTE KNISH TO MATCH E.IF.SON ~ INTERNALLY ILLWINAYED WAL SIGN (32.44 SQ. FT.) O k- 0 0 r...1 65 STEEL CANOPY COLUIN. PANT TO VATCH Elf.S. ON ; i , i v SAFEWAY GROKERY STORE (BENJAMIN HOORE - , li 26" #11(2~83 GH,ANT BEIGE-) gM00 2 1 It : - COON L.-4-1 1 91 0 0 STEEL PIPE BOUARD. PAINT -SAFEWAY RED- zzse n w--- , LUZLU h SOUTHWEST CANOPY ELEVATION EÂ»565 22928 ~ SCALE 1/8~ - 1'-0 OLLII __1 11 1- 923Â§* LU ' ' PilÂ»' 14 0 5.u-000920 1 1 S.Ic' 5.:'e: FULL 0#Md By. JCS Drill Ey: ..0 Dote =2:a 0 0 0 5 UAY 2009 01,1,656 1, 09.Ete, Ceâ€¢â€¢my CANOPY 11 1-1 ELEVATIONS ~ NORTHWEST CANOPY ELEVATION SCALE. 1/8- = 1'4 9 31Â¥0 NOIS L'3/ ON NÂ¥ld IMÂ¥80 :"'-W" .SA 00,~80100 'Mayd 3Al?3 3rlÂ¥3.ES ONÂ¥ t,â‚¬ 1Â¥,AHOIH S'n 20(1.04.10 BLUE RHINO TANK EXCHANGE SITE PLAN Date of Plan: (Fuel Center) Estes Park, CO 80517 Blue Rhino of Henderson, Co 80640 9771 Hanover Court East Tel: (303)289-9128 Fax: (303)289-9144 IF THERE IS NO ANSWER, LEAVE A MESSAGE AND WE WILL RETURN YOUR CALL A.S.A.P. Prepared for 2___ Display(s),eachholding_21 twenty-pound DOT Cylinders foratotal quantly of __42 cylinders Dispjays Bolted Down: m yes â€¢ No Vehicle Protection: a Yes (Show type & numberon site plan) R No EMERGENCY PHONE NUMBERS (24/7/365): BLUE RHINO 1-800-258-7466 OPTION 5 HILLS,DE I.Â· .. I . , 0 ' , I , i i . i FUEL ISLAND : : : PUMP ~ F~EX. I.: ' 1 1 : -PARKING i I GZ INDICATE NORTH ON THE COMPASS AT LEFT DEPICT AREA AT LEAST 50 FEET IN EACH DIRECTION SHOW DISTANCES FROM DISPLAY TO DOORS, OUTLETS & EXTINGUISHERS LABEL ALL ITEMS ON DRAWINGS. INCLUDE EXTINGUISHER LOCATIONS. INDICATE EACH DISPLAY UNIT OF 18 THIS WAY SITE PLAN APPROVED BY (BR MANAGER): COMPLETED SITE INSTALLATION APPROVED BY: X X 4 24 1>1 4 1.l4045044 AVÂ» HILLSIDE Received Date 8-7 Â·00 Town of Estes Park omce Permit Numbers- 038 -08 Copy Received By ~1/1/\ Sign Application / Permit Permit Expires /0 - 109) Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Info (970) 577-3726 Â· FAX (970) 586-0249 â€¢ www.estesnet.com/ComDev/ Job Address: (01.1 6 43 TLM *Ke 5 847 'AV.enkk _ . Parcel #: .2Â£719 3-6 0-007 fdorMAO COW,arika Wtal EfJPÂ¥151 Business Name: f;-OMQU <59't.'-r JIXAc : Town License: 394 Phone: .944 ble -( 652. Business Owner: 506 *1â‚¬ 6,41 904 phone: Ar)@*96 Â·Â·-{ 6452 Property-Owner Name:DAi 'j X Ul~i-1233.,AA Phone: 986 --tte Owner's Permission Slip: O Yes la No Address: f 18- 14-k 5-2 13*es- Paok % *G (9 (Street) (Citb (State) (Zip Code) Sign Company: hcle idv'Adâ‚¬ f~ Town License #: Phone: Address: (Street) (City) (State) (Zip Code) Who will install sign? 0 Sign Company O Owner NIOther:{386 M*iâ€¢.,1911 Town License# Â¥16~ IX New O Addition O Alteration O Temporary O Signs to be removed: Provide linear feet of building frontage of business: 6 2. ft. #of stories: ~ 1 j Note: Max total sign area is 1.5 sq. ft. of linear feet of building frontage of business,.75 sq. ft. for 2~ld floor, -h ,&5 Note: Max 150 sq. ft. of sign area per business. ,-'. . 9113 Provide total square feet of all existing signs for business: â‚¬r sa. ft. '1\ ...., 0 !1 ~ Provide square feet area of proposed sign: /8 sq. ft. U 1-: .rc 6 9 "A Provide new total square feet of signs for business: i 0 sq. ft. rÂ·Â».h*, OF iE)\6 Sign Type: 0 Wall N Free-Standing 0 Window 0 Awning / Canopy 0 Other: -1-9*12 #1,*AL FsrÂ»rÂ£- * Plot Plans Required except for Wall and Window Signs. Note: Plot plans to include property lines, location and setbacks of proposed sign. 0 For Wall and Window Signs provide graphic that shows location of proposed signs on building. **Provide graphic representation with dimensions and height of proposed sign. Note: Height is measured from original grade. Height restrictions vary by zoning & sign type. Max 25' Note: Utility Locates are propeity owners responsibility, call 1-800-922-1987 Electrical Involved: N No O Yes - State & Town License Required. State Permit and Inspection Required. Is Sign Illuminated?: N.No O Yes - O Indirectly O Internally; Must Comply with EVDC 7.9. Provide Cut sheets for lights. Note: Illumination restricted to lot. Direct illumination including Neon is prohibited, except for open / vacancy signs not exceeding 2.5 sq. ft. Total Valuations (Labor & Materials) $ 50.00 /65'* LA,>O,23 I certify this application is true and correct and agree to per-f6?m the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, gtate and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. Â¤ co~~4Z-44<Â«41 5([, 10â‚¬ print Name R#641. R. /66\ Mgonnel 1 O Owner O Tenant Signatdfe Date V ~ - -- *** Office Use Only *** Jurisdiction: 4343,4 Applicable Code: EAMb Zoning: 00 Overlay Zoning: / (e.g. FPDP, geo-hazard, historic district, EPURA) Total allowable square feet for business: 93 this frontage (max. 150 per business) Sign Type: 6,#Ad.fign Class: '(6.,f'~'0~.941Â° Matrix Special Requirements: Â¤ Engineering / Building Permit Required Â¤ Sanitation Required O Life Safety OCE 2009 Min. Setback F 0 SA Re Max Height 11' Temp date: 1 ~gar; T *te>,5 O Conforming O Legally Non-Â·Confonning Â¤ Ill-legally Non-Confonning Fee $ 75.00 Â¤ Prohibited O Exempt Â¤ Denied 9 Permitted County Tai .20 Building Official Date r./A * Ch- Total 74. 1-0 8 - 7-06 GM , Robert McConnell <bobcocom@gmail.com> by t i, M â€ž41* BEIA Sign 621 Big Thompson Ave. Silver Lane Stables 1 message Carolyn McEndaffer <cmcendaffer@estes.org> Thu, Jul 31, 2008 at 3:49 PM Tor bobcocom@gmail.corn Cc: Andrew Hart <ahart@estes.org>, Connie Bowser <cbowser@estes.org> Hi Bob, Attached is the sign permit application. We will need one for each sign. I left a message with Andrew Hart if he had any info we could use for the sign permit application. We need a graphic of the sign, dimensions and height, including the sign locations and distance to property line. Depending on location, driveway/street site visibilily may be an issue. A business license to do business in the Town of Estes Park, I believe is required. If you have any questions, please contact me. 1~ Sincerely, 47' / 3*40 Carolyn McEndaffer Iff Plans Examiner/Code Compliance Officer Town of Estes Park n 170 Mac Gregor Avenue b> P.O. Box 1200 Estes Park, CO 80517 21 4,4 â‚¬1/f Phone: 970-577-3726 t#ti v / â‚¬ 11.46Â·070 Fax: 970-586-0249 e-mail: cmcendaffer@estes.org ~-) Â¥b< 'dN_E- 1~ 40\ -1 1111 - --I .-. VIAA* . 55 SIGN PERMIT APPUCATION.doc 4 40'MÂ«63 1 12-1 45K i ul f44?01 Esl*1 - / 1 \-/ 82â€¢e.1 45,â„¢,#,lne . 1 _15'10 935'1Â¥19 7 4,4 61 4 cqi-l- 313 *ic<biEEL -64 SAAd b -â‚¬1(39-699-1652 ~ 39' ,4.15-5 4 (#35 6. 61$Â£., *ow Â« BUD. , /0 J *l,0#01 Go5bl '2Â·' . 1L~ ~ 1Â»--31111' 11 ~ 'fÂ· '62 3.11. e. ~1 . AL-IDE. ' Fwi. . ./ A RIM=09.08 .. - .1...jzz#,0- ,\ INV=03.75 0 3 ROCK j / 2 4#221. ' /~--Â·-*7516.13 .---- DRAINAGE --1/ { A. f 9%4/ NAIL POINT W/' -'- Â· --m6H=4,7;49-i>':'.IÂ·.Â·"P a Al V' V / / CLUSTER -$7 4.~ 7~-- / , /' ~7516.68-/ ./ . /9 -~--,**--EP, / EP Ir-U~Â»--EP x. EP * , EP EP Ep ABL Ep 0--Ef=jil 1 1.Â«a . d. . -/--- \\4 *.- ELEVATION = 7512.16~--2.-_\ "' <Â«EÂ»>-1 91%29-~ / I 0 ,/ BOX / - 2 2 , . Me 07/3173 a 0 0 1 0 '3 Â· 3 â€¢ -n~Â¥/4 ,f~/ t -~ . - A--- / 1 1,2. 7510.9~ w j ~~751 2.76 527.69 Â· ' ~ 7521.65 / / S89'.52'57fE 383. 11' ~ ./0 /N-___,/' ,< ELECTRIC WIll- COME r' / 589' ' "W 72.22 / 7515-34 / // 2 .P// //1 5 /1 (Sa~55'Ey , ~~ / [N89 p 72.18'] / MPE - ACCEPTED CQHMER ,//~ r / FROM THIS L()CATION , 7506.34 3 / 5 4 l!# SOUTHEAST CORNER .:* . .-*'.e, WN// i j DIRE~-~0~ttli-4~i4~109215**46'***'*4.*13,F--E'aa,/.-=*-661,FENG**ICROAGHÂ»WP: Torg.Â§'*U.â€žâ€ž...,..+M,*.-â€ž*....-*-,. -QF'-6PENSPACE LOT G RftjAR E!91:UNG Sl 0-45'09'W O.7,9- -,/ ONTO OPEN SPACE/STEAMER DRIVE R-0-W ., (NOBSIDEW '-Ell!*MIIÂ«3*18Â§Â§1~~ . A k~ ~ ~ 7565.71Â·-7 . ~ HANDICAP P ONL - / / 2/. FROM NORTHWEST PROPERTY CORNER / CS #107+0 1 ./ /i{/ FOUND PLASTIC CAP â€ž - . I P BONNE 110 *7514:42 ON...A'' #4 REBAR LS #6499/~ )*7519.36 7508.8 51 + \ 1# 1 , 524.59- / 4 ./ 0 00 4, \1 ' 20 / C , 7 0 , / 147519.08/~ 4 / /' 7 '' # i I 7505.24 / /7 / I. hr. I '- ..... 7503.87 %~ 11> - //3303/1 1// // 2/ EL LANE - -- *7509.66 $ rES.PMJ./ / / 69,,1#16&2#Â£'Fat 1 ,/ -'A. e ''iffs..Jify // - Ccia d. 'P i/ v *4 0 -*-*---ft-L -~ 1 1 _~21 BIG 1}'Abâ‚¬SON ~8Â¥r zi 509 91 /~'*y~ - \4 .-7.- / ' 1 1 7514.7.5*<-.*4 ~ / 4 57 C ../ .... --* --6 503:82Â«2 // 7518.55 ,/ -~ .- sm. / I 15 - 2 ' f - A- / P 02.73 / , J, ./1 4 /314 / / /J /5:C-.1\\C Â« / / 7 1 502.78 , - -~%17iff--7-- %zz;%z 02.47 . 34= CDOT ALUMINUM,CAP 7-2 PARKING AREA j . LS #10740 ,,-~ 0~~ ~E BEST ROL J' IT IS THE SUR' GRAVEL , ~ THAT THIS IS I 4- 4, - - PROP*IE TAN; i~,O- ei Â· - ~ 20' / 03.05 -0-/ C>~ 0.~- 7502.49 90..b 7,&/PB RIM El-EV = 0 &509.36 - - - ELECTIW 504.01 c. 40 .+ 2/>/ -CABLE NODE. R-0-W . INVERT ELEV = - 4 i/~ fileoihiet 2# - ~*.x~ETER 7.Â» 6'. / GRAVEL .:23 3 /1+1. 4% 8(<8.4,- 8EST PLACE TO .e:..4 -82Â·20 - -- P ' ' 661 504.64 ONE STORY FRAME -PARKING AREA , - ---.......... BRING CABLE FROM. 4,21 FINISH FLOOR -7- <~-,-=rÂ¢. 10 7502.~4~ -| 9 1 - 4 A. 10 , *. E\24KnON AT., / - 41 h. RMER ' , /ENTRY = 7505.38' 2' SQUARE I.D. PASS THROUGH BOX CULVERI - /1 1. 4 .36 / 512 SWE FEET W/ MANHOLE RING AND COVER jt~ 4. i TOP LID ELEV - 02.27' Ji I , ONE- TOKY P BA . ,5 INVERT 12â€ž CUP IN = 99.79/ 6 l- RIM ELEV = 00.03 LE VARYI R TION -- , GRAVEL < . . i 7501.88 INVERT 18" RCP OUT - 99.68' INVERT El-EV = 98.13 Ik 398.S E FEET g < *' PEFNG AREAÂ« 2/ -\ EE NOTE #8 ;~r~f* 1 A/ li ) / h ,O .b CC&G 65Â©0 OWNER-ESTES PARK SANITATION DISTRICT, l 71.8' /- 966 0/ ..054 Y.P. ZONED COMMERCIAL OUTLYING ,/*----~2-8'<5.' AR' TDRAIN'GRATE ' 4 10.614â€¢6 4 SURVEYOR' S NOTES: 9 8 .. ~TOP GRA El-EV=99.90 7501.48 43(60 , '4tf, 10 Wl CH -ON WEST SOE AT 99.40 / 1. LAND AMERICA COMPANY'S COMMITMENT # 11069309 , #6692 j 7'>CONCRETE CUL ,T= 96~ 27" RCP 2. THE PLATTED BEARINGS FROM THE EXCEPTIONS AT RE LEEPHOI>IG~-- ~5~> ~ 5.4'X2.80 SQUARE DRAIN GRATE INLEr DETERIORAING ~ - -RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SH ASPHALT I TOP GRATE ELEV = 01.09' 1' 3. THE TITLE COMMITMENT EXCEPTS THE FOLLOWING LAI 1 INVERT 27" RCP IN = 96.69' ./ - -EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY Eff GoNCR /'INVERT 27" RCP OUT = 96.29' -RIGHTS OF WAY FOR DITCHES AND CANALS AND RIGHT j COVE D c< BY f[ 0, -ANNEXADON ORDINANCE RECORDED AUGUST 27th. 2002 501.03 ~ ~> 4. THE F.E.MA REGULATED 100 YEAR FLOODPLAIN AS SI -TERMS AND CONDmONS FOR INCLUSION INTO THE ESTE TJ- ..Â·:Â·:522- 1 I 5. PLATS USED FOR THIS SURVEY ARE AS FOLLOWS: ! Vâ€¢L- 6. BUILDING SQUARE FOOTAGES SHOWN ARE SINGLE ST( LP.... . Â· - '- co ~GORSE 9 1 TYPE R CURB INLET -4.- ,sfALLS INVERT 27~ RCP IN = 96.69' Â·id 8. THERE IS AN IRRIGATION DITCH THAT RUNS THROUGH TOP UD. ELEV = 01.09' 7. THE NORTHERLY LINE OF THE SUBJECT PROPERTY IS NE STORY/ FRAM -INVFRT 27" RCP OUT .' 96.29' . 4, 9. THE EXISTING SEWER UNE UNDER HIGHWAY 34 IS E)(1 FINISH FLOO 1 6 AND GUTTER. THE LOCATION SHOWN IS APPROXIMATE AC( ELEVATIO " - - SERVICE FOR SCHRADER OIL CURRENTLY CROSSES THE E MIRY 071 ' ... 10. THE PROPERrf DOES NOT FALL UNDER A GEOLOGIC 1 SQUARE /7 11- ELEVATIONS ARE BASED ON THE F.E.M.A. BENCHMARK .-FEET C /tl r- 12. ALL ELEVAPONS SHOWN ON THIS PLAT THAT ARE ON 13. THERE ARE VISIBLE MONITORING WELLS ON THE SITE /1 14. WATER UNES SHOWN WERE OBTAINED FROM THE TOM 7501.31 WATER VALVES WERE PHYSICALLY LOCATED. Â»10/ -/ 15. THE UNDERGROUND UnUTIES SHOWN HAVE BEEN LOC / 4.- SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITE u CeaG / CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS PO l 16. DURING THIS SURVEY HIGHWAY 34 WAS UNDER CONS 7501.40 r- SEE NOTE #9 RIM ELEV - 00.28 17. THE ITEMS SHOWN ON THE SURVEY AS PER PLAT OF 13.5' g INVERT ELEV = 98.00 42-,i*-*-G-~ d.aik.~ .-* _ 18. THERE IS NO SIGNIFICANT VEGETAnON THAT WIll- REC 7-. ' 1. i 4L / '.f Â«-n ~ .*11* 19. THE NORTH AND SOUTHEASTERLY PROPERTY UNE DEE DIMENSION FROM THE ANNE)OATION MAP OF SILVER LANE ilk'Mill'lliNIE'll ' 1.c VISITOR CFNTFR Â·... VA} 1 ..i "crr ri Received Bate 1060.08,0 3 Town of Estes Park 001 Permit Number S- DO'57 Received By ~A Sign Application / Permit %02 Permit Expires 1010. ID. Department of Building Safety 170 MaeGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Info (970) 577-3726 â€¢ FAX (970) 586-0249 ' E-mail: cnicendaffer/Eestes.org " www.estesnet.com/ComDev/ Job Address: (12 1 81 c,-rnoMPSOAD /409- Parcel #: Business Name: &00+E cces-1-ROC_Insves, CIAL.Town License: 711 Phone: 970 -350-EG// r,TORS. co/LA Business Owner: \30â‚¬21' /11EAS E-mail:J}11Â£044brou,E-<Â·06*rg:~7hone:9*) -301-5:5*8' Property-Owner Name:-SAFEMAY C DANS in-0Â£-1 3 Phone:325-94-8 -7664 Owner's Permission Slip: 0 Yes 3*'No Address: <39ns) Â·:bouTH 989' 41-TE CFÂ»77*)61/AL- go &)(fl E-mail:DAE.FLOR:l/Â©SAFBJA'P. cor 1 (Street) (City) (State) (Zip Code) Sign Company: BIA Town License #: Al/A Phone: 644 Address: AD/A- E-mail: A.)/4- (Street) (City) ' (State) (Zip Code) Who will install sign? 0 Sign Company 0 Owner S Other: .Roc-HE_ _ Town License # 7.It m New Il Addition O Alteration XTemporary 1 Signs to be removed: Provide linear feet ofbuilding frontage of business: Al~A ~~IR.* # of stories: / Note: Max total sign area is 1.5 sq. ft. of linear feet of building trontage of business,.75 sq. ft. for 2nd floor. Note: Max 150 sq. ft. of sign area per business. Provide total square feet of all existing signs for business: 00' sq ft Provide square feet area of proposed sign: 1 6 - sa. ft Provide new total square feet of signs for business: | G sq ft. Sign Type: JRWall Â¤ Free-Standing O Window 0 Awning / Canopy N Other: McoNTS.P OR TEME OFFICE E Plot Plans Required except for Wall and Window Signs. Note: Plot plans to include property lines, location and setbacks of proposed sign. ~ For Wall and Window Signs provide graphic that shows location of proposed signs on building. 0 Provide graphic representation with dimensions and height of proposed sign. Note: Height is measured from original grade. Height restrictions vary by zoning & sign type. Max 25' Note: Utility Locates are property owners responsibility, call 1-800-922-1987 Electrical Involved: SNo m Yes - State & Town License Required. State Permit and Inspection Required. Is Sign Illuminated?: MNo O Yes - O Indirectly m Internally; Must Comply with EVDC 7.9. Provide Cut sheets for lights. Note: Illumination restricted to lot. Direct illumination including Neon is prohibited, except for open / vacancy signs not exceeding 2.5 sq. ft. Total Valuations (Labor & Materials) 12,0.09.14 -14-5 Pr-Â¢- $ f cy-), 00 fmle. .T - CT- I certify this application is true and correct and agree to perform the work describedaccording to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. 1 certify that i have the property (iwner's authority and permission to apply for this permit Additionally. 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANÂ¥ FEES OR EXPENSES INCURRED FOR PLAN REVIEW. PERMITS. INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPL]CATION. M..Contractor , 2(~,d~I~'f~---a_....~0 Owner O Tenant Signatur471<.-1 Dateâ‚¬-2-10 printblame JAKE \Al<11-119'~AA)/O *** Office Use Only *** Jurisdiction: 'llog.Applicable Code: #14KL, Zoning: 00 Overlay Zoning: - Ce.g. FPDP, geo-hazard, historic district, EPURA) Total allowable square feet for business: / ~ this frontage (max. 150 per business) Sign Type: Â·01*â€¢Vl/ Sign Class: CON:5176646Â¥10*4 Special Requirements: m Engineering / Building Permit Required 0 Sanitation Required O Life Safety Min. Setback F 6(~4 --'-11~ Max. Height / 2, Temp date: 20 it. 08.03 El Conforming U Legally Non-Conforming O Ill-legally Non-Conforming Fee $ 75.00 3 Prohibited O Exempt 0 Denied â„¢Permitted County Tax jQ Building O~al Date 74. 70 j 8-340 Total )ocuments and Settings\tdoehring\Local Settings\Temporary Internet Files\OLK 1 91\Sign Permit 2009 12 15.doc Revised 2009. Â¢1 JCM <- .C 0 0 CC Oul ' siownnsu03 l.fAX 4 ' 6/69 PAJATED 063 PLY u.30011 1 G 839 ,-L ) s Â»M ANN\1 . I . \ SITE LEGEND < - - - - - PROPERI 80UNDARY LINE 02 \ - - - - - - - ADJACENT PROPER[Y BOUNDARY UNE 0 .: PROPOSED NEW SAFEWAY ----------- PROPOSED CANOPY 0 ID 20 0 /Ij I i ' 1 PROPOSED RETAIN/G /Il i STEAMER DRIVE SCALE: 1 0~20 EXISING TO REM/N Â·UL;....Ill-/Sl~---*2.-=I.-Â·*~Â·LJ7~I~~-V-LI--Ii_/-~~~I_ 1 \ -04- t...1~ Â»% ASPHAT SURFACE U \ 6% -9- 8Â·*P Â· 4*.a ..- --- -------Â·'-------- EXISTNG TO IE REâ€¢OvED 11 1 \ h.2> r.0.91 -1---x---c- - -EXISTING FENCE TO BE REMI,ED | 91~-------------9--------I-___~ A-_ - A EXISTING FIRE HYDRANT â‚¬*...0 1 :00 'Em i % --- L - --- - ./' %55 EXISTING hli~NHOLE -,k-===-P- 1 + le\ r----4 -==-...3 *. kt (P> @ W ./- ft---'-pil -2. 2 Unte PEDESTI 30Â· -. h 1 ~~ EXITING INLET LL~ % -, - 1 ,Â»;D- L m &3 PROPOSED iNLEr 1. -- -7 .Iii IlIIII 1 60 - 1 2 ~ r~8-# 1-uff:.:13_12 EXISTING PRIAIRY CABINET PARKING COUNT ./ e* Â· a 129... EIGER FlARED ENO SECTION R58' 389Â·52'57-E 383.rl' 24 6 '25' 1 0. j n â€¢ PROPOSED UONUWENT SIGHS TO BE PER*,lITTED THROUGH 11 --CE;-4 -Llt*QUON-<<A' SEPARATE PROCESS I SAFMY'S SION VENDOR (589-55'E) as- 0 0? g [N89$411~Nv 72.18']l ~ ,/7 SITE SCHEDULE 131Â·J I .-Ir 43111 j 0 28.-6. 1 32.-0. .10= (848 S.F.) k. 1 W-i C 1 e e ~ 45'-0 * 97-0* CANOPY (4.365 S.F,) ~ MULTIMI P,toDUCT FUEL DISPENSER (rrP 6). SEE WIZ DETALS SHEET (4.1 '450 4 0 4// UNLEADED AND 1- 30,000 GIL 2 COHPARTIEI PREkÂ«Ul UNLEADED/DIESEU R.30 , A Tor :-I~- 9 UNDERGROUND FUEL STORAGE TANKS (1- 30.000 SAL REGULAW A 9 P ' Al' \\M /4/ @ CANOFf COLUMN (rm G) I.E.21- W U. / Rf: @ TRASH ENCLOSURE. SEE SITE DETAILS SHEET Câ€¢.2 R60' 4, / fl I 1--300 9 SHEEr (4.2 FOR CATCH AND SPILL CURe IfTH GO- 'â€¢,DE GUTTER. CONTRACTOR SHALL NOTE mIT 1 ~ CONCRETE CURe (HEIGHT M VARY AS INOICATED 0â€¢, mul,NG P#â€ž SHEEr (2.23. SEE SITE DEâ„¢LS LOT 1 4' , 4Â· NV ..1 40/ A, CURB TYPE MAY CHANGE - REFER TO PAING BID ALTERNATES (801181TS 1 & 23. M, SILVER LANE STABLES ADD. 1 4 \ Â· Â·, 4 e Slill NOTE THAT CURI TYPE MAY OUNGE - REFER TO PAVING 810 ILTERWTES (Â£01!arTS 1 & 4. I. I. 4293Â«fA 0 I -7 , ~ CONCRETE CURB. SEE PAVING PLAN. SHEET C#.0 FOR SIDEWALK IT BUILDING DETAn_ CONTNCTOR 2 1 594 lilli --1 \ 1% '\ '\. 69.440 SQUARE FEET (lk*--1 621 8Â© THOMPSON AVE /Â«\. . 12 , 3 . I D. ..,64& N -\12Â£\ / Atth- 91 i -0 4 - 2. ~ INfERr~LLY UU-aTED CHANNEL LETTER ~SAFEÂ¥ar CANOPY SIGN. / -DI LOGO (rff' 3) 5 / i\ r-\E .4 4/ .. CA EXISTING HAND,C,P RAMP TO REMAIN CONTRACTOR SHALL AVOID CA,aGE OR DISTUReANCE â€¢ 2 , 4 , --/ 0 018SE-TION WELL (TrP 2) 4 r tt / #/ , #Â· Â» m Rue OURLNG CONSTRUCTION OF NEW SIOâ‚¬WALK CONNECTION. 5 1 , 'Â· e) 29 410Â· 7 1 1, $ ~ * CO-UANT RAMP WITH DETECTABLE WARNING SURFACE. SEE SITE DErkS SHEET (4.2. .ts, / '' b. #1 f 4 / hrl,- 4 e TANK VENT RSERS ' 4,4 1 \\ \ , #/ f f ,/ ~ EMERGENCY FUEL SHUT-OFF AND REQUIRED gGNIC MOUNTED ON UGHT POLE. 6 93' fo r h * . 8 I.' 5 .-(3 COL- MOUNTED WINDOW WASH SERVICE ASSEMBLY. IOUNT rowEL D,SPENSING *42 1 ~ Gl,WID POST (r,Pl SEE SITE DETAMS SHEEr (41. 1 2 / 1 ~69 .c , 15~ Â· OPERATHÂ«; LIVER AT 40- ABOVE GRMDE (TY,9 D. 21.0 / , 2 li- r -\(x a / . (D TR,SH RECEPâ„¢LE AT FUELING AREA (1YP 3) .0 t -32 & P , / 4. Â· - 4 gb ~ i %15 0 .1 <0. ~ EMERGENCr SHUr-OFF SWIFCM MOUNTED ON K,OSK .....O , 6 13-â‚¬-1.. 1 Z 10 /318 / r, ' ~ 8' * 18' VAN ;'CCESSIBLE M~,NDICAP PARKING SPACE '/0â„¢ 8 UNLOADING SPACE -â€¢â€¢â€¢â€¢â€¢ 4 . 1 /1 . 1,0/ ,Â· . ..4/ Â·Â· ' PROVIDE STRIPING AND SIGN./PER ....ANSI, SEE 'TE DETAILS S.EEr /4.2 1.1 9 Â· 4 6. .,0' q;f "' 0 '- 'Â· ~ lâ€¢NOSCAFE AREA. REFENENCE LANDSCRPE PUN LP! 0. 2+ , 0/ 6 t. 0 \ of<b ' 0 1. 0 a 28*8 1 i ~ i IrinON RTH TRASH RECEPâ„¢CUE ON CONCRETE N, SEE: S,rE DEruS SHEET (4.1. fhÂ® Â® DERCENCÂ·f (911) TELEPHOfÂ« WOUNTED To GULDING U m 223331 i 2 2 R58' 7 / FEITURE. 15-FOOT Milk,UW HEIGHT. DARK BRONZE POLE FINISH, 175 WATTS (16,000 LUMENS>. Â¥ / U ~ POLE MOUNTEn SITE LIGHT. SPEIFICABONS: I.21 - PTHS-FT-175-UH-F-MT-8112 PATRIOT UCH' POLE \4' 33 L 0, M , I PULSE START METAL MAUDE LAIP. TYPE LV JESNA DISTRIeunON, FULL CUT-OFF POLE FIXTURE REFER 1'...< 1 & â‚¬ I L..0 1 , , ,, ~,0 0 TO SITE DETAILS SHEEr (4.3 FOR MANUFACTUREIÂ¢ CUY SHEETS. SEE AIR STAnON OEETAIL ON SITE / /2. 0 ~* : Â· DEâ„¢LS SHEET 1.1 FOR UGM POLE BASE DETAIL 2 ~ ' PROJECT NO. cy 0 8. HIGH VERICAL CONCRETE CURS =TH 7'-6- WIDE GUTTER TO MATCH E)(15,ING. SEE STE DETAILS SHEET C4 2 FOR CATCH CURB WITH GUTTER. PROVIDE EZPANSION JOINT 8ETWEEN / //' '' EXISTING IND MEN CURB. SEE SHEET (4.2 FOR EXPANSION JOINT DETAL. #SO Klost( , SAF000920 4 ' DRAWN BY: 5. -l LL /w / : ~ REING ISPHALT PAVEMENT TO eE SIâ€¢CUT. PATCHBEK TO ,â‚¬w CONCRETE GuTTER. SEE Sal: tÂ· FT ~ / / '' DETAILS SHEET (4.2 FOR ASPHair PArcie** DErii. CNE 9 - , / CHECKED BA | 39. 2 ~ ~Â· , RIOÂ· 4 . ~ EXSTING TRIORWER ON CONCRETE PAD TO REMAIN JCS Ry 0% L *5' .0 ~~'/ JJS , 45 # PARKIN~; SPACES. ,MOISIOMS AS NOTED DATEÂ· 2 ' FEBRUARY. 201 C Â£ 4 13 0 SITE PLAN NOTES ~ 0 945' , I .. / / ,/''~ 1 +4 .UÂ·'' ' RECULARONS - CODES AND Q S.HA STANDARDS ~ FUEING FAOUTY MONUMENT SIGN. SEE SHE DETAILS SHIT (4.2 FOR Ek,SE AND FOOTI,G. Â® EXISTIC COOT AIGHr-OF-wAY LINE NAM . 1. ALL 'NORK AND WTERILS SHALL COMPLY 4111 ALL Clr,/COUNTY 6,920_c- 1.1 -Sitez 4 i 8 / '' .<52 ./ 2. ALL DIME,C;KONS AN[1 RN)11 ARE TO THE OCE OF CURS UNLESS ~ a THICK COCRIE SLA OvER UNDERGROUND FUEL STORAGE TANKS, SEE SITE DETAILS 4 ~, 4 - ' - OTHE7?=SE - SHEET 2.2 FOR TA,Â« SLAB SECTION. ,59 w 61 W242 ',:,0,~. @ 4 , /./'., (SINGLE WHITE THOUL.DER / 19 AF-DONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SMALL '5., 3. EXISTING 5TRJCTURG mnÂ«N CONSTRUCION Uk,Ir) ARE TO I ~ ACâ€¢ ACCESSIBLE SIGN. SEE SITE DETAILS DIET (4.2. STRA .. 1 I INCLUDED I BASE 810. ~ 51/P SIGN PER MOST RECE# VENSION OF .... HEGHT TO BOTTO' OF LOWEST SIGN StALL IE A ./ ' 3 MliUM OF 74-. SEE sITE DETAILS S,â‚¬Er (4.2 FOR SIGN F,CE AMO WOUNING DETARS. 4. CONTRACTOR SHALL Alâ‚¬ IESPOillUE FOR AU. RELOCATIONS. (UNLESS 2 0 937/ 0 9 / .- I , 3 .7 .Â·. OTHERWISE NOTED ON /+ANS) INCLUDING BUT NOT LIMHED 10. ALL ~ ASPMALT PAVING. CONTRACTOR S,ILL NOTE â„¢AT PmEMENT TYPE WAY CHANGE - REFER TO PAVING .. ..1. I .4, UnUBES. STORM DRAINAGE 51GNS, TRAFFIC SION~LS & POLES, ETC. AS BID ALTERN,TES (EXHIerTS 1 6 2). SEE STE DETAILS SHEET (4.1 FOR REQUIRED .,SPHALT PAVEMENT Â« REQUIRED. /1 WORK Bll BEE 1,1 ACCORDANCE In.1 G~NERNING SECTION. AUTHORmES REQUIREWENTS AND PROJECT SITEÂ¥,RK SPECIFICATIONS AND R12 \ , 3 , . S--L SE ./PROvED a. SUCH. ALL COST SHALL IE INCLUDED} 1/ IASE ~ CONCRETE PAVING. CONTIUCTOR SH~l NOTE THAT PAVEMENIT TYPE wi CHANGE - REFER TO P*VING 4 2 .* I + ED. ID â€¢LTEÂ»~rES (EXHIBTS 1 * 21 SEI SITE DETAILS SHEET Câ€¢ 1 FOR REQUIRED CONCRETE % I :: W = I --:PAVEMENT SECTION. , .-1 =, S. SnE BOUNDARY. TOPOGRAPHY. unLITY AND RON, INFORWATION TAKEN ~ : Â· SURVEYOR Oâ„¢ERMSE INDICATED. ~- 1 ~ OFFICEL Q FRON A SUFMY err M HORN ENGINEERING. A RECISTERED LAND ~ PNITED PEDESTRW, CROSSWALK PER MICD (â„¢AFFIC -frE). WIDTH SHILL BE 5' WIDE. UNLESS Iri i STA 0+30.5. 14Â· L ~ DE,ENTION POND AREA. REFERENCE GRADING PLAN, SHEET C21 Â» CA END DOUBLE Yellow 1. ~ SEGMENTAL RETAINNG #ALL CONWICTOR SHALL REFER TO PREUM-RÂ¥ SEGMENTAL RET/NING WAI , SOLID LNE * te J, STRIPING 4. Â¥,10â‚¬ EACH I NOTO ON SHIEET 22 2 211 1 .. .,.trA 0.251 51 L. iIateliEEMCY&.MQIE: ~ 8' WIDE CONCRETE CROSSPAN, SEE SITE DEâ„¢.S SHEET (4.2. / . / aEGIN STRING ' REUOW' MINGUE 71-2 --ADO REFLECIVE WHITE v, WHITE SHOULDER STRIPE) / T,11#4 LANE - USE //ROW CONTRACTOR StÂ·ki USE ABRASME ELASTING. GRINOING. OR OTHER ~ Cl-NELIZING 154-] FOR 3/4 TRAFFIC mt , 1 1 /4/ III NUBLE SLOW 7 , REMOVAL S SWEPT OR REMOVED FROW COOT RIGHT-Of-WAY. 1 18* INLESS 'rHERâ€¢â€¢SE [NOICAmn, 4 - PER CURRENT CDOT UETH00 ACCEPTABLE TO COOT FOR ANY STRIPING REMOVAL STAND~ROS 2 STA O+00. 14' L ~ 4-NCH RICK CONCRETE SIDE'Alâ€¢LK Ar NDICATED WIDTH WIâ„¢ FIERIESH RINFORCING. FOR SIDEW,Â£K CONTR~CTOR SHALL TAKE CARIE THAT WTERIAL FROM STRIPING AT BUILDING. SEI SHEET 44,0 FOR gOEWALK Ar DulliNG DETAL MAXIMUM CROSS SLOPE SHALL BEE 1 SOUD LINE / - STRIPING 4 WIDE EAe}~ ~ EXISTING 112*,GATION PASS THROUGH MAN,OLE \WrH RINC ANC CCMER TO RE'-IN SHEET TITLE ~ EXISTING ASPHALT PAVELENT ANO CORI ANC) GUTTER I EE SAWCUT AND RAIMED FOR INSTALLAION g.-----e.--/.:A SITE IRAEE]Q-2NIEQL_NQIE: ANC) CONNECTION OF PROPOSED SANITARY SEWER FORCE 1.144. REPLâ€¢CE ASPHALI Pâ€¢MING PER ASPHALI PATCHEâ€¢CK DETAIL ON SITE DETAILS SHEET C4 2. REPLACE CulÂ¢l AND GUTTER rO MATCH cutsâ€¢ENr CIr STANOARDS 4. ..9 , - CONTRACTOR SHALL. PROVIDE COUPREHENSNE TRAFFIC CONTROL PLAN COORDINATE n'ING OF PAVE"ENT AND CURe REPLACE"ENT mâ„¢ LIFT STAION INSTALLER. PLAN . . .. .455, '' ~ --~ WHICH SHALL BE SUBETTED TO AND APPROVED BY COOT PRIOR TO EXIST~NG. PROADE EXPANSION JOINT BETWEEN EXISTING KNO NEW Cule. CONDUITOR SMIL : ANY WORK WrTHIN CDOT RIGHT-OF-WAY. ~ NO LEFr TURN (03-2) SIGN PER â€¢09 RECENT VERSION OF MUTCD. HOGHT TO 80,TOW OF l,OWEST SIGN SH,4.1 8 A HINIMUM OF r -0 SEE SITE OETAILS SHEET (4 2 FOR SIGN FACE INO MOUNnNG - / I. v DETAILS. ~ PEDESTRIAN CROSSING SIGN (W) 1--2) SIGN PER MOST RECENT VERSION Of MUTCC. HE~GHT TO 80TTOW OF LOWEST SIGN Sâ€ž/1 Bâ‚¬ MIMMUM OF 7'-0- SEE SITE DEâ„¢LS SHEET (4 2 FOR SIGN J \\ i FACE AND HUNING DETAILS. PHASE - . - Ailc/ @ MONOUTHIC CONCRETE CURB (HEIGHT â€¢AY VARY AS INDICATED 011 GRADING PUN - SHES (2.21. i SEE SITE DETILS 9~EET C4 1 FOR kÂ«)NOUTHIC CUR@ DETAIL CONTRITOR SMALL NOTE nuT CURB j / 2% N \ TYPE *Â¥ CHANGE - REFER To PIWING 810 ALTER'*.rES (EXâ€žle'TS 1 1 21 SHEET NO. /. ~ STD" SEWER INUT: SEEK SHET C.3.0 FaR TYPE - i - Â·~ 1 CALL UTIUTY NOTIFICATION Cl.1 @ â€¢ATER QUALITÂ¥ ouryâ€¢u STRUCTURE. SEE DETAILS. SHEET CJ. 1. CENTER OF COLORADO 1 -800-922-1987 (~ EXETING RIP W TO 1*DAâ€¢IN 1 / n CALL 2-a,SINESS cms 11 ADVANCE BEFORE ~ CURS TRANS,ION ZONE: CONTRACTI SHALL TAPEN CONCRETE CURS DIWNSIONS (HEICHT AND WITH) YOU DIG, GRADE. OR EXCAVATE FOR THE . MATCH EXisnNG ASPHALT CURS OVER A 2-FOOT LENGTH. CONnUCTOR SHâ€¢LL REPLACE // WKING OF UNDERGROUND MEMBER WILInES A5PHALT CURe MIAT G DIAW;ED DURING GUI CON5TRUCDON. 135 1ly,Njd oloz/21/â€¢ 135 111'(Mld 03St,UN 0102/t 2/9 016# 3@01S SNOISIA38 31Â¥0 ON 1 11-Illovd DNI13n3 AVM33VS 7"E 317.60' 3NH0 8301Â¥315 00'Â¢M010 Received Date Zâ‚¬)1 0. 091 0 1 U Town of Estes Park office Copy Permit Number S- 00 44-10 2.0,0 Received By U 04 Sign Application / Permit Permit Expires /1-15 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Info (970) 577-3726 â€¢ FAX (970) 586-0249 ' E-mail: cincendaffer@ estes.org m wWw.estesnet.Conl/tomi)ev/ Job Address: 6.a / 03* 6. 1 10Â·'u*Â·~ e.u Ae.f . parcel #: 2 519 3- co - oR Business Name: S A FeeÂ»,43 *09 ;to - F Town License: Phone: (3 #0 3 93-7 5-5 -7 Business Owner: 5.4 i= eue <21 5 14% e J Â£4 G ,Ik, c E-mail: Phone: property-Owner Name: SAFâ‚¬uecet EX+Â°'.Â£576(:co~bone: ('3<43 â‚¬43 -mke-7 ' --uwner's Permission Slip: U Yes U No '001 945.9 4 Address: / 37 4 OA*.1,4,oh Thleb, 624_+â‚¬ 2Â£>d Cu c,| Â»la-CuÂ·.442(- E-mail: (City) (State) (Zip Code) (Street) ~'2660 Loc Sign Company: Town License #: { 3 / 5- Phone: (fso<3 37 6--7?33 Address: 37 70 421 L 9-T 0 --- A leek.3 0-â‚¬r c C D 93 137 E-mail:(4484 014>560 -C.Â£1 6-1 (Street) / (City) (State) (Zip Code) Who will install sign? 8'Sign Company g}Owner O Other: Town License # I 1/ 9 . 0 New m Addition 0 Alteration Memporary O Signs to be removed: Provide linear feet of building frontage of business: 974 45 ' ft. #of stories: Note: Max total sign area is 1.5 sq. ft. of linear feet of building frontage of business,.75 sq. ft. for 2nd floor. Note: Max 150 sq. ft. of sign area per business. Provide total square feet of all existing signs for business: '~r sq. ft. 1--94 Cod br f M.Alt<461144 314d Provide square feet area of proposed sign: / 4; sq. ft. Provide new total squarsÂ»t of signs for business: j V sq. ft. Signyype: m Wall Effree-Standing m Window O Awning / Canopy O Other: 04'lot Plans Required except for Wall and Window Signs. Note: Plot plans to include property lines, location and setbacks of proposed sign. U For Wall and Window Signs provide graphic that shows location of proposed signs on building. Il Provide graphic representation with dimensions and height of proposed sign. Note: Height is measured from original grade. Height restrictions vary by zoning & sign type. Max 25' Note: Utility Locates arg.property owners responsibility, call 1-800-922-1987 Electrical Involved: [90~>El Yes - State & Town License Required, State Permit and Inspection Required. Is Sign Illuminated?: [3'No m Yes - 1 Indirectly m Internally; Must Comply with EVDC 7.9. Provide Cut sheets for lights. Note: Illumination restricted to lot. Direct illumination including Neon is prohibited. except for open / vacancy signs not exceeding 2.5 sq. ft. Total I.*ations (Labor & Materials) ~e tc ../.4/ 1 certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE,FORÂ·ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FE90*SSOCIATED WITH THI~ APPI~ATIOÂ¥ ExtontractoÂ¥,1 1 1/ kner O Tenant Signature < ~/ ~~~ Date ~26</ 'hint Name ~ ~4 4-Ce 1Â·-l**_--_- -_____ *** Office Use Only *** Jurisdiction: 43uj,i Applicable Code: Â£4,6 Zoning: 20 Overlay Zoning: . - Ce.g. FPDP, geo-hazard, historic district, EPURA) Total allowable square feet for business: /.50 this frontage (max. 150 per business) Sign Type: 4"44 Sign Class: Go to Matrix Special Requirements: m Engineering / Building Permit Required O Sanitation Required O Life Safety 20â€¢erâ€¢10<LIfio 66 +MA'uÂ£*,r Min. Setback F ~ S B R â‚¬) Max. Height 2-'f I %~ Temp date: 9 0/4 -2.0/1 0 Conforming El Legally Non-Conforming m Ill-legally Non-Conforming Fee $ 75.00 m Prohibited m Exempt m Denied ~'Permitted County Tax 1-00 Building Ofilcial Date C I.4 lk, /IJI- 4-{610 Total 11.00 t 49. \\Servera\Comm_Dev\Building\Forms\Applications\Sign\Sign Permit 2009.12.15.doc Revised 2009.12.15 CM \ ~ mm ESTES wh- r.; PARK COLORADO ctraufield@estes.orq http //www.estesnet.corn (970) 577-3722 - P.O. BOX 1200 Â· 170 MAC GREGOR AVENUE Â· ESTES PARK, CO 80517 - FAX (970) 586-0249 INSPECTION RECORD JOB ADDRESS: 621 BIG THOMPSON AVE DATE: 2011.03.28 PERMIT #: S-0064-10 TYPE OF INSPECTION: SIGN - SITE CHECK CONTACT: YESCO BL#: 1315 ADDITIONAL INFO: STAFF INITIATED SITE CHECK INSPECTION STATUS: FINALLED & CLOSED COMMENTS 1 TEMPORARY CONSTRUCTION SIGN REMOVED. PERMANENT SIGN NOW ERECTED. Building Inspector / Code Enforcement Officer Traufield OFFICE USE ONLY CC Log - Create / Review / Update Planning - Contact / Review with / Submit to PTWin - Review / Update Other Depts - Contact / Review with / Submit to Address Folder (e) - Create / Review / Update Download Jpeg / WAV files Address Folder (paper) - Review Create tickler in Outlook Create Inspection Record Issue Inspection Record Create NOV Issue NOV Ownership research Update contractor folder C:\Documents and Settings\Claude Traufield\Desktop\TB_DAILY\621_2011.03.28_IR_FINALS-0064-10.doc 64 Fe N a 1 ME Oct 26 -F= C,6 C B / 6--i-~~OU.*454-01 - Aar-_ L , | 4- - L_l 0... 9 1 - , Fq--e 1 6 424-2- 4-3 - 1 -1---h--1 T 1 210 1 3 -00(.4 _,D 1 1 , :. \\ \ SITE LEGEND ~ f \ \ -1 / 1.1. - - - - - PROPERTÂ¥ 80"NOARY $ INF - - - - - - I[XIACENT PROPERTY BOUNDARY INE .-- , 1 \i -- PROPOSI~D Nt W SAFEWAY - *~ ExisnNG TO REMA]N 4 Itx .- SCALE 1~,20' #260 U f...11& --- --------- PROPOSED CANOPÂ·Y 20 'Â·,1 PROPOSED RE'AINING WALL ST-EAMER DRIVE --Â·Â·-Â· - - --- Â·--- [AISING TO BE REMAOVID ...4 U \ rva e:* ,Â·Â· 94 ASPHALT SURFACE 0 0\ . ._ _ ., ... - .x- - - EXISTING FENCE TO BE REMOVED ~ 4 4 - EXISTING FIRE Hr]RANT 2 0 ~l' ''-, ... r j (,w! r ,h) EXISING MINHOLE '4=:~00, 1%11 1 / UTILITY PEDESTAL - \ -~=----i- .5 015' . Al m Â· E.J Ex[SliNG IN, r T ri -- \ 'c/ p \ 3, 11 ,-/ --- --- -1- 1 ;---i-i-- 32 N.: -7 1 !11" Irm @ EJ* EXISING PRIUARY C.ABINE, -I-- -XI J. - -- -1 .U \ a al PROPOSED Wirl \\ 21 i I O - --I. 3 PARKING COU,rr It R56' -'50 Mo'-' 6 h--_asÂ· 1618-4 FLARED END SECrION - -,4 -Â»t-TdEF[%'w--3Â£33Â· ~T-Â·1 -4- SEPARATE PROCESS SY SAFEWAY'S SIGN VENDOR RE.6 â€¢ PROPOSED MONUMENT SIGNS TO BE PERITTED THROUGH 589'52'57-E 38311' |0 0 -0 (589*55'E) 85- I 9 9 [N89'645"W 72.18'1 1.-Â»" SITE SCHEDULE Ril'-1 ~ ry Rl' 4Â® ~/ 0 26.-6- * 32.-0- I('OSK (845 S.F.) Ill ~ '- 2 / 1 jb) / j 1 ~ 45'-0~ X 97'-0 CANOPY (4.365 S.F ) ZO (10 C /Unb. e/ 1~ 2 3 W -- 4t < /00 0 UNDI'RGROUND rur, STORAGE TANKS (1.- 30.000 GN REGU,AR 38 0/ 11 e I49 4 0 UNLEADED AND 1- 30,000 GAL 2 COMPAR'WENT PREWIUM UNLEADED/DIESEL) O MULfiIPLE PROOUCI FUEL DISPENSER (TIP 6). SEE SITE DETANS SHEET U 1 ~ 0 80 R3O' @ CANOPY COWIN GYP 6) / A n . /7 .r 041 ~ TRASH ENCLOSURE, SEE SITE D[â„¢LS SHEET N.2 R 60'- Â® cni,CRE,E (Im, SCE p,Me,6 PUN, S,t~Fr Clo FOR SIDEÂ¥/ALK AT 8 UaDING DETAA. CIBR*CTOR 1 - /+ ~ CONCRE,I CURB (HEIGHT W rf ~ INDICATED ON GRAOING PLAN SMEET (2.2) SEE ITE DETAILS NoÂ· SHEET I.2 FOR CATCH AND SPILL CURB WITH 1'-0~ WIDE GUIER. CONTRACTOR SHALL NOTE THAT LiU i O CURe Vil WAY CHI/t - REyER TO PAV,NO WID ALTENDITES (EXHIEFTS 1 4 2) -- LOT 1 @ g~ - 0,443- ~66*:~ 3 k SILVER LANE STABLES ADD. #25'Â· \ 4 8 /2. 7 0 SHAU NOTE Â¥11/ CURB IYPE MAY CHANGE -REFER TO PAy,IG 810) ALTIRhATES (Exle,TS i & 2) 69.440 SWIRE FECT (iL. . .64/15<8<1.4. ~ ~ ~~H ioco (TYP 1~ 1.594 ACRES -1 \ 0 \ \ CD /IOÂ»lut 11-NAT[D CHANNI LITIER -WIVI~~~/I/1~~ Z 621 % THOMPSON mE - 7==7 12 1 .2 0 / 4/900 , Al ~ EXANG ,-DICIP RWF TO REâ€¢â€¢IN. COWTECTOR S,ull AVOID DAMAGE Of. DE,UR,-CE 11 / / 7/ / e 2 0 6 COMPIANT RIMP mnâ„¢ DFIFITABiF WARNING SURFACE. SEE. Slf DETMS SHEFT C4 2 10 Rutp DUNING CONSUM,CTION OF NE* SIDEWALK CONNECTION 51 - \ ~ OBSEENATION WELL (TYP 2) 11 1 , L. . .-/ Il \ i #i ~ TANK VENT RISERS . 1 If' I r CiA</2/ 04- , 1 h i r. CD , % 9 -_Ge / d>' / Â·~ 0 0-0 POST (TYP), SE[ SITE DETAILS SHEET c41 9 Q ' I - I 2 ~ Colull UOUNTED I#INDOW WISH SCRVIC[ ASS[14BLY. MOUN[ TOWEL DISPENSING '' 4 e OPER*1NG LEvER AT Â« ABOVE GR~E (TÂ·,9) 4 47 < . 51:- 6. 4 6, ~ / %"9, / $' / ../ ~ TRASH RECEPEACUL Â£ FUEUNG AREA (TrP 3) P \3. / 4. / / ~ EVERCENCY SHUT-OFF SMTCH MOUNTED ON KIOSK 8 . .. /1- Z \ 91 'Â·,Â·' ,/ (~ 8 * 18' VAN ACCESSIBLE HANDICAP PARKING SPACE WiTH 8' UNLOADING SPACE. - . A,A. ~ I~~ . Â® l-ANDSâ‚¬:Apt AREA REF[RONCE LINDSOPI MA,1 UPI.O. 1,1 / '0/ 0, 10 \ Uil, 03 / en 1,1,1 1 0:, 2, 0/'. 6 t. ~8 1 4 0 AIR STATION WIâ„¢ TRASH RECEPTACLE ON CONCRETE PAD. SEE SITE DETAILS SHEET 04.1 & Â® ~ EMERGeâ‚¬f (911) TELEPHONE MOUN- TO BUILDII 8 31#f::<4 Acirl #AU/0 84 1~ POLE MOUNIED SITE LIGHT. SPECIFICATIONS: 19 - PTHS--FI-175-).01-F-11--BRZ PATRIOT LIGHT POLE 1 .at R581 / fIXTURE. 15-1001 NIMUM HEIGHT. OARK BRONZE POLE FINISH. ,75 WATTS 06.000 LUMENS). 2 PULSE START METAL HALD[ LAMP. TYPE / IESNA DISTRIBUTION. FUU M-OIT POLE FIXTURE REFER TO SITE DEâ„¢LS SHEET W. 3 FOR 1-NUFACTURER CUT SHEETS. SEE AIR STATION DETAIL ON SIE 1 0 ' M; U. SUL-/1,/ 13Â· 86- HIGH VERTICAL. CONCRETE CURS WITH 1'-6- WIDE GUTTER TO WATH EXISTING SEE DETAILS St,ECT Cl. 1 FOR LIGHT POLE *SC DETAIL 40Â·3' 2 . 0 Li M / SITE DET,JLS SHEET (4.2 OR CATCH CURB WrTH GUTTER. PROVIDE ExPANS!ON JOIXT BETWEEN PROJECT NO. $ 1 4' ~000920 EXEING AND NEW CURS. SEE SHEET C4.2 FOR OPANSION JOINT DETAIL i 250 KIOSK ~ EXTSTING ASPHALT P,MEMENT TO BE SAWCUT PATCHBACK TO NEW CONCRE-TE GUTTER. SEr SIT DRAWN BY: I- .5 DETAILS SHED C4.2/01? ASPHALT P/CHÂ¢,ACK DEIAH.. CWE ,/7 i 3719: FF ~ </ r . -1 .btlk, Q .,455/ // 44 DATING TaANSFORMER ON CONCErE PZ TO REMAIN JCS RiC' 4 #1 / ~ PARKING SPI.ES. DIMENSIONS 8 NOTED Dat 5>'. 1 ~ 39~8 m:Rib . 0% 6 0. 4 , 1 SITE PLAN NOTES ~ EXEING C[)01 RIGHT-OF-w La * f ILE NAME: :Â· FEBRUARY, 201C , / .. 'tti:%22.:25* =Ktri# =96Um .84:Ii"Illillill'llillilillillill//'ra--100.. 50(920_C-1.1 -Sle ' 2 ALL DIMENSIONS AND RADII ARE TO THL FAC[ OF CURB UNt-ESS Â® 8' THICK CONCRUE SLAS OVER UNDERGROUND FUEL STORAGE TANKS SEE SITE DETAU 8 6 1~ R,50 -, '' , OTHERWISE NOIED. SHEET (4 2 FOR TANK SLAB SEClION. 4 Z /4 , / STA 1 +00, 51 ' L Â· -- END STRIPING REIM/. 3 EXISTâ„¢G STRUCTURES Â¥AIHIN CONSTRUCTION Ulr S BRE !0 BE (~ ADA ADCFS"RLF Sâ€¢GN. SEE SITE DEâ„¢l S SHEFT (4 7. (SING, E WHITE SHOULDER ABANDONED. REMO,IED OR RELOCATED AS NECESSARY A.l C05'r SHALL STRIPE) BE INCLUDED IN BAS[ BID. ~ STOP SIGN PER MOST RECENT VERSION 0, WUICD. HEIGH, TO 8011064 01 LOW[Sl SIGN SHALL BE A ~ WINIMUM OF 7'-O. SEE SITE DETAILS SHEET Cl 2 FOR SIGN FACE AND MOUNING DE,IRS. R 10 1 , ,/ 4 CONTFICTOR SHALL & RE~PONS,81,- FOR AL RELOC~IONS. (UNLES; 0. 0 -Al' Â· 4 ..LE' ' Oâ„¢ER,ASE NOTED ON PLANS) INCLUDING BUT NOT UITED TO. AÂ·.1 ~ ASPIALI PAME CONâ„¢mOR SHALL NOTE â„¢AT PAvE},ENT 1-rPE MAY C,W,GE . REFER 10 PWING / UTIUTIES. STORM DRAINAGE. SIGNS, TRAFFIC SIGNALS & POLES. ETC AS SECION O , REQUIRED. ALL WORK SHALL BE IN ~CCORDANCE WITH GOVERNING * ' AUTHORIES REQUIREMENTS AND PROJECT SITEWORI SPECIFICAUOKS AND J .12 3 5 r / SHALL BE APPROVED BY SUCH ALL COST SHâ€¢il BE INCLUDED IN BASE -, 1 BID 9*#CMS#rf rwa lm,INEW,92=227 - 9 2 R,0. 08 PAVEMENT SECTION. 5. SITE BOUNDARY. TOPMRA/#rY. UnLIN AND ROAD INFORWATION TAKEN WL-U - 4 : f gON A SURâ‚¬, m VAN HORN ENGINEERING. A REGISTERED LAMO Â® PAINYED PEDESTRIAN CROSSWALK PER MUICD (TRAFFIC WHIO. WIDTH SHAL BE 5' W;Dr. UNLESS \ ~'~ SURVEYOR. 01HEmv!SE INDâ‚¬*lED D al LL O / /,4 - / / ~ DETEN!*ON POND KIEA REFIRENCE GRADING PLAN. SIECT C2.2. E- 1 1 /.f'.2 STA 0+30.5. M' L END DOUBLE YEUOW @ SEGUENT,1 RETAINING WAU. CONTRACTOR Villi REFER TO PREUMINA,N SEGI,IENTAL RETINING WALL Â» 0 SOLID UNE /Â· NOTES ON SHEET C2 2 rwRIPING C W JE EACH BEWN STRIMNG 5ll {+25. 8' 1 I ~ g WIDE CONCWF n CROSSPAN. SFF STE DFTI 5 SHE, 1 /4 2 1 / / b/ ~ EUERGENCY FUFL SHUT-OFf AND REOUINED SION# UOUNTED ON UCHI Pei k " PROIDE STRIPING AND SiGNACE PER ADA AND â€¢NS!. SEE SITE DETAILS SHEET C4 2 1 . 1 1-- ---- -- -- CHECKED BY: BID Al.TERNATES (EXHIB,75 1 a 2). SEE SITE D[â„¢LS SHEET 04.1 FOR REOUPRED ISPHALT PA,EMENT REMOVA (SINGLE .--ADD REFLICâ„¢E WH.TE ' WH,TE SHOULDER STRIPED ~ TURN LAN[ - USE ARROW CONTRACTOR SHALL USE ABRASIVE BLASTiNG. GRINDING, OR OTHER (~ WINNELAZING ISMIC) FOR 3/4 TRAFFIC MCMMENT PER CURRFNT COO1 WETHOD ACCEPTABLE TO COOT FOR ANY STRIPING RE)10Â¢AL 1# . @ 4-INCH TRICK CONCRETE SIDEâ„¢K AT iNDICATED WIDTH WrIH ABERIESH REINFORONG. fOR SIDEWALI< '10 ~ 9/0 200. 14' L 5TAND"D5 CONTRACTOR SHALL TAKE CARE THAT MATERIAL FROW STRTPING AT /<DING, SEE SHEET Câ€¢.0 FOR IDEWALK Â£ BUILDING 00/L MWIMUM CROSS SLOPE Sill. BE BEGk4 DOUBLE YELLOW REMOVAL IS SWEPT OR REMNED FROW CDOT RIGHT-OF-WAY. 1 8% UNLESS OTHERWISE INDICATED T 50111' LIN' . 1 1 5/1/ING 4- W#OF *ACH ~ Ex,SliNG IRRI~TION PASS THROUGH 61â€¢NHOLE WIR ING AND COVER I RF.MAIN SHEET TITLE f , , O -,WING ASPHALT P.WEMENÂ¥ AND CURB AND OUTTER TO BE SIWCUT *D REWOVED FOR INSTILATION -f><46-- ADD REFLEC11VE WHITE T~ NEDUM1MI AND CONNECTION OF PROPOSED SAIOTARY SEWER FORCE MAIN. REPLACE ASPHALT PAWNG PER NY d.TTEI?ING PER ASPHALT PATCHBACK DETAL ON SITE DETAILS SHEET C4.2. REPLACE CURB /0 GUTTER TO ITCH SITE 1 CURRENT CDOI STANDAF?1)/ CONTRACTOR SHALL PROVIDE COWPREHENSIVE TRAFFIC CONTROL PLAN COORDINATE I,MING OF PAVEMENT AND CUR8 REPLACEMEN, WITH UFT S,Al}ON INSTALLER PLAN x I WHICH SHALL BEE SUBMITTED TO AND APPROVED BY CDOT PRIOR TO EXISTING. PROIDE EXPANSION JOINT BETWEEN EXISTING Â»ID NEW CURB. CONTRACTOR Sâ€¢Ull / ANY WORK wrn'IN CDOT RIGHT-OF-WAY. ~ No LEFT TURN 03-2) SIGN PER MOST RECENT VERSION OF MUTCD HEIGHT TO BOTTOM Of LOWEST 4 DETAUS. 00 SIGN SHALL BE A koHIWUM OF 7' l. SEE SITE DETAKS SHEET CI. 2 FOR SIGN FACE AND MOUNTING r' ~ ~4 55'~~ 72~%1~Fâ€ž~~~G~t,~ALL BE MINUM OF 7'-0'. SEE SIE DETARI SHEET (4,2 FOR SLN PHASE. . 7 @ PEDESTRIN CROSSING SIGN (Â¥81 - 2) SIGN PER MOST RECENT VERSION OF Mulct. HEKÂ»11 It) 1 T .ciff>-=#. U. :4. e r IONOLITHIC CONCRETE CURB (HE,OHT WAY VANY AS INDIC*rED ON GRADING P..AN - SAEET (2.2) , SEE SfrE DETAILS Sâ€¢,Eft C4 1 FOR MONOUTHIC CURB DiJAIL. CowmACTOR 9,0,U NOTE RAT CURD ,Â¢5 441~1,/ , ~:2,0.- IN\ TYPE -' CHANGE - REFER TO PAWNG BID ALTERNATES (EMIBITS 1 & 2) SHEET NO. 11~39Â·' ~ ~ r\ e .0.11 SEÂ¥,FR INQI. m SHEET /3.0 FOR rYPI ,# CALL UTILITY NOTIFICATION Â® WATER OUALITY OUTFAL. STRUCTURE. SEC DETAILS, SHECT O.1. / CENTER OF COLORADO ; 46 Cl.1 '59 h /1 4/ 1 1-800-922-1987 ~ LxiSnNG RN' RAP '0 IMAIN 4> ih YOU DIG. GRADE, OR EXCAVATE FOR THE TO MAECH EXIMING ASPE,ALT CURB OVER A 2-FOOT LENGTH CONIRACTOR SHALL REPLACE ANY CAU 7 Â·AUS]NESS DAYS IN /VANCE BEFORE (~ CURB TRANSmON ZONE: CONTRACTOR SHâ€¢Il TAPER CONCRETE CURB DIMENSIONS (HEIGHT IND WIDTH) WARK,NK; OF UNDERGROWN[ MEMBER UNUTIES ASPHALT CURB TH,J IS DAMAGED DUmNG CURB CONSTRUCTION lES llâ€¢Bld 03s/J GLoz/~2/5 *@7*611 400~04'17"E 317 50 â€ž108 00 '8â€¢IM ODI -S'*-010 3NWC 83MÂ¥31S NÂ¥ te AVMHOIH 'STI '>IHVd S31S3 VM33VS Received Date 20'0Â·07â€¢ 1 2 Town of Estes Park 2*0- Permit Number D- 0007-10 . 00,7 ZÂ» Il Received By 041 Demo Application / Permit Application Expires 8 1 - (98 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 201>- General Information & Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet.com Permit Expires 01,05 Job Address: 62 C 8 16, THOMIPs Q A, A va Parcel #: 1-4 19 3000 0 9 LOT 1, S,1-ve,< LANd ST-Afbl-hts INDâ€¢ Owner Name: SA ;rewAY Groaks 44 1 N c . Phone: 303. 84/ 9.7554 Address: l.900 6. YoseMIT-, ST. (LeArrau,NAL Cot_.0 g-00 83&,HZ- (Street) (City) (State) (Zip Code) Fiert ru>,1,â€¢4*5 fD* e AR A.-rl,4 4 Contractor: 79-151Â£--19-6;708-**4-4Ale P Town License #: GIH Phone: 566 '51 21 Address: (Street) (City) (State) (Zip Code) Â¤ Long-term Residential (2 30 days) Â¤ Short-term Residential (< 30 days) XCommercial Note: A Demo Permit does not authorize any work in or on public right-of-ways, wetlands, iloodplains, or other properties - separate additional permits are required. Note: Separate permits required for each address, each lot, or each owner. Description of Work De-MoutrioN OF 47-Arâ€¢l-â€¢'5 61--2-UC-ruiz-/5 60(-Arro O,0 Â£-8-r f , SIC-wore- LAN#Â£Â£ 91-Al;LtrS LNC. Valuation (Total Cost of Material & Labor): $ tB. 000 - Inspection ~hecklist / Signoffs 11:) 26,(*56Â£-96â€¢wvwr: [0>anitation District - abandon / vacate sewer OP 162,60 03Iealth Department - abandon / vacate septic 0 0- [2yater Department - abandon / vacate water o K 7/1.' 1,0 CILight & Power - abandon / vacate electric O 1Â£- 7 /141,0 [XER>abandon / vacate gas Â¤ Bgilding.Department - Final Inspection []*latepemolition Per~Owner's Acknowledgement Form I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owners authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APMACATION. O Cont~.Â©fr A A 01<Owner O Owner's Agent Â¤ Tenant \1 ) â‚¬ U Ve+19 ...; Signature R)*tÂ«.01 -0 \/ JuÂ·ert/v Date 4//7/1 0 Print Name T)A N 1 * i- J , F-c.-6 9-- 1 *** Office Use Only *** Staff Comments: Application Information NO â‚¬a.J,PrnIMT , Du MAyS-r~/â€¢4 02, M ta,rÂ¥&21 â€¢rL Â¥' f;,â€¢4vi i tÂ¥â‚¬0 OU-nno fc -r' I+Â£ â‚¬ Ao P Qk.Ty UNC. PLEK)Â£ AdT-IC Aprtâ€¢Â¥ HEO COYM 'h â‚¬/4-r5. --I Fee / h &49 / Permit Fee: 1 ~50/building ~ 5-0.00 Building Of#Â£]al Date - C /691 Uk/,44 - 7-1-iÂ·/0 Total: 50.00 'U ISSUE OF THIS PERMIT DOES NOT AUTHORIZE ANY NEW CONSTRUCTION n 4 C:\Documents and Settings\dflor00\Local Settings\Temporary Internet Files\OLK4B\Demo.doc Revised 6/16/2010 - CB 2390 South Lipan Street Kumar & Associates, Inc. Geotechnical and Materials Engineers Denver, CO 80223 and Environmental Scientists phone: (303) 742-9700 fax: (303) 742-9666 ACEC www.kumarusa.com e-mail: kadenver@kumarusa.com MEMBER Other Office Locations: Colorado Springs, Fort Collins, Pueblo and Winter Park/Fraser, Colorado ASBESTOS-CONTAINING MATERIALS SURVEY SILVER LANE STABLES 621 BIG THOMPSON AVENUE ESTES PARK, LARIMER COUNTY, COLORADO Prepared by: Reviewed by: AR-3- 'V/11 f O ru_--*------*w & 6. 0/1 Mark L. Lancaster JAel DeYoung Environmental Services Manager Project Scientist Prepared for: \ Safeway, Inc. , 6900 South Yosemite Street 1 Centennial, Colorado 80112 Attention: Lindy McNamee Phone: 303-843-7560 Fax: 303-843-7916 E-mail: lindy. mcnamee@safeway.com Project No. 10-1-217 May 3, 2010 TABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 REGULATION REVIEW 1 2.1 Asbestos-Containing Material 3.0 ASBESTOSSURVEY 2 3.1 Survey Area Description. 3.2 ACM Sampling and Assessment 3.3 Results of Laboratory Analysis...... 4.0 RECOMMENDATIONS 4 5.0 LIMITATIONS 4 FIGURE 1 .........SAMPLE LOCATION DIAGRAM FIGURE 2.........ACM AND ASSUMED ACM LOCATION DIAGRAM TABLE 1 ...........ASBESTOS SAMPLE SUMMARY TABLE 2...........CONFIRMED AND ASSUMED ASBESTOS-CONTAINING MATERIALS APPENDIX A....ASBESTOS LABORATORY REPORT APPENDIX B ..CERTIFICATIONS Kumar & Associates, inc. -1- 1.0 INTRODUCTION This report presents the results of an asbestos-containing material (ACM) survey conducted by Kumar & Associates, Inc. (K+A) of Silver Lane Stables located at 621 Big Thompson Avenue in Estes Park, Larimer County, Colorado, We understand this .asbestos survey of the on-site buildings was requested prior to demolition of the structures. EPA regulation 40 CFR 61, Subpart M, National Emission Standards for Hazardous Air Pollutants (NESHAP), prohibits the release of asbestos fibers to the atmosphere Â·during renovation or demolition activities. The asbestos NESHAP requires that potentially regulated ACM be identified, classified, and quantified prior to planned disturbances or demolition activities. K+A's Mark Lancaster conducted the survey on April 2, 2010. Mr. Lancaster has completed an asbestos inspector training course and is certified to perform asbestos inspections in the State of Colorado by the Colorado Department of Public Health and the Environment (CDPHE). Copies of Mr. Lancaster's certificates (No. 2023) are included in Appendix B. The ACM survey was completed in general accordance with Colorado Air Quality Control Commission (CAQCC) Regulation No. 8 and United States Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) guidelines. 2.0 REGULATION REVIEW 2.1 Asbestos-Containing Material Although the use of asbestos in building materials was curtailed after the EPA began to consider regulating the commercial use of asbestos in 1979, the presence of asbestos may not ' be excluded based solely on the date of construction. CAQCC Regulation No.8 requires that, prior to disturbance of any material suspected to contain asbestos, an asbestos inspection be performed by an AHERA-trained and Colorado-certified asbestos inspector to identify ACM that will be disturbed during renovation or demolition activities. The -CAQCC and EPA define ACM as any material containing more than 156 asbestos. Worker exposure is regulated by the Occupational Safety and Health Administration (OSHA). Under 29 CFR 1910 and 1926, building owners must identify the presence, location, and quantity of all ACM prior to initiating construction, demolition, or maintenance activities. Building owners must inform building occupants of the presence of ACM in their facility. If ACM is present in the facility, building owners must provide appropriate training if the employee can be reasonably expected to come into contact with ACM as part of their work. Owners must also inform persons bidding on work in their building of the presence of ACM. Kumar & Associates, Inc. -2- 3.0 ASBESTOS SURVEY 3.1 Survey Area Description Residence The building is a one-story structure containing approximately 500 square feet (ft2) of interior space. The building is constructed of hard-finished plaster exterior walls on a pier and beam foundation. Interior walls are textured fiberboard and wood paneling; ceilings are textured fiberboard, wood paneling, and un-finished drywall; and floors are finished with carpet, sheet vinyl, and wood. According to the Larimer County Assessor's records, the building was constructed in 1950. Office/Stable The building is a one-story structure containing approximately 2,200 square feet (ft2) of interior space. The building is constructed of wood siding exterior walls on a pier and beam foundation. Interior walls and ceilings are wood; and floors are concrete, wood, and dirt. Barn The building is a one-story structure containing approximately 760 square feet (fF) of interior space. The building is constructed of wood siding exterior walls on a pier foundation. Interior walls and ceilings are wood; and floors are dirt. 3.2 ACM Sampling and Assessment The asbestos survey consisted of observing reasonably accessible areas of the building, assessing the condition of the suspect ACM, collecting representative samples of the suspect materials, and submitting the samples to an accredited laboratory for analysis of asbestos content. Sample locations, material types, descriptions, and analytical results are summarized in Tables 1 and 2. Materials that are suspected to contain asbestos are divided into the following three classifications: â€¢ Surfacing materials are materials that are sprayed-applied or trowel-applied for acoustical, decorative, or fireproofing purposes. Examples are textured ceilings and walls, exterior stucco, and structural steel fireproofing. m Thermal System Insulation (TSI) is insulation used to inhibit heat transfer from pipes, boilers, tanks, ducts, and various other components of hot and cold water systems and HVAC systems. Examples are hard cementitious "mud" type insulation on pipes, boilers, and flues. â€¢ Miscellaneous materials are other materials such as floor tile, drywall, and ceiling tile. Kumar & Associates, Inc. -3- ACM is divided into the following the following friability categories: â€¢ Friable - A material that, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. The term includes previously non-friable ACM that has become damaged. â€¢ Category I Non-friable - Packing, gaskets, asphaltic roofing products, resilient flooring, and pliable sealants and mastics m Category Il Non-friable - All non-friable materials not identified as Category I non-friable. Homogeneous areas are defined as areas of suspect materials that are similar or uniform in texture and color and appear identical in every other respect with the same apparent or actual (if known) date of installation. Examples of homogeneous materials are the same colored or textured floor tile, ceiling tile, pipe insulation, etc. K+A collected 60 samples of suspect ACM from 20 homogeneous areas. The samples were submitted to an independent laboratory, EMC Laboratory, Inc., of Phoenix, Arizona, and analyzed by polarized light microscopy (PLM) for asbestos content and type. Copies of the laboratory results are included in Appendix A. Confirmed and assumed ACM are presented in Table 2. 3.3 Results of Laboratory Analysis Laboratory analysis confirmed the presence of asbestos in the following materials: â€¢ Fiberboard Joint Compound Approximately 30 ft2 - located on the west wall of the living room and kitchen walls and ceiling in the residence â€¢ Fiberboard Texture Approximately 275 ff - located on the west wall of the living room and kitchen walls and } ceiling in the residence m Exterior Window Glazing i Approximately 15 fF - located on the eight windows throughout the residence ' â€¢ Tar Roof Flashing Approximately 5 ft2 - located around roof penetrations on the residence The tar roof flashing is considered Category I non-friable ACM and the fiberboard joint compound, fiberboard texture, and exterior window glazing are considered Category 11 non- Kumar & Associates, Inc. -4- friable ACM. With the exception of the exterior window glazing, the materials were assessed in good condition. The window glazing was assessed in damaged condition. No ACM is located in the office/stable building or the barn. 4.0 RECOMMENDATIONS With the exception of the taping compound, the above-listed ACM should be removed by a Colorado-licensed asbestos abatement contractor prior to being disturbed by demolition activities. A wall system typically consists of wallboard, tape, and joint compound. Two of the joint compound samples were reported to contain 3% asbestos. Based- on the asbestos concentration of the joint compound, the wall system contains <1% asbestos. A non-friable wall system in good condition and reported with a composite concentration of <1% asbestos is not considered ACM according to the EPA and State of Colorado, and removal of the materials by an abatement contractor is not required prior to demolition. Compliance with all applicable OSHA regulations regarding occupational exposure during renovation activities is mandatory. OSHA 29 CFR 1926.1101 requires that workers performing construction-related activities be protected from asbestos fibers in excess of the permissible exposure limit of 0.1 fiber per cubic centimeter of air (f/cc). Contractors are advised to comply with applicable provisions of OSHA 29 CFR 1926.1101 during demolition activities. 5.0 LIMITATIONS This asbestos survey has been performed in general accordance with CAQCC Regulation No. 8 and EPA AHERA guidelines and is for the exclusive use of the client for evaluation purposes. The conclusions in this report are based on the data obtained from the information reviewed, site observations, and laboratory analyses. Reasons exist which make it possible that areas of ACM were not discovered during the survey. First, the identification of suspect ACM is based on a subjective evaluation by the inspector, and some ACM may be missed because it was not recognized or not observed. Second, the ACM may be located in inaccessible areas due to their height or such as inside walls, on structural members, or buried in the ground. Third, the amount of suspect ACM may not be considered significant in terms of quantity, such as furnace filter or a pipe gasket, and consequently not sampled. Although the number of samples taken is in accordance with CAQCC Regulation No. 8 and US EPA AHERA guidelines, the quantity of samples collected for a suspect material may not be statistically sufficient to eliminate the possibility of false negatives. It is possible that the laboratory analysis indicated no asbestos present in a particular sample when asbestos is actually present. Additional sampling and analysis could alter the conclusion of this report. Kumar & Associates, Inc. -5- Client agrees that Kumar & Associates, Inc. has neither created nor contributed to the creation or existence of any possible hazardous substances or petroleum products at the site. Accordingly, the client hereby waives any claim, liability or defense caused for injury or loss sustained by any party from such exposure allegedly arising out of or related to our findings, conclusions, and recommendations. MLL/av cc: book, file Kumar & Associates, Inc. 57,60- 40 , Born -~'-~ 49,52 1 i Storage Room 42~ 50,53 46-48, , 51,54 ~ Scale: 1" = 15 \ 55,58 , 56,59 1 4 Office Stable Customer Area 11 1 Scale: 1" = 15' ,43-45 33 14 22 13 10.11.12 38 20 15-*- Close 07 30*. ~t -~~0 Bedroom 08 23-111 Bothr om 09 01 -15 16 39 19 Kitchen 05 02 04= f Restroom *- 21 Living 24 ~\N ------ 06 ek \\ 04 . / Scale: 1" = 7.5'\ ~ 17 / 03 / 29 r 26 \18 34,35 31 Silver Lane Stables, Estes Park, Colorado Figure 1 Kumar & Associates Project No. 10-1-217 Sample Location Diagram Barn Scale: 1" = 15' Storage Room NO ACM IS LOCATED IN THE BARN * 0 l Office Stable Customer Area | | Scale: 1" =15' NO ACM IS LOCATED IN THE OFFICE/STABLE BUILDING , Closet , III Bedroom Bathroom ~ - 1///ILL///11*~ 1 Living -- Room Restroom ~ & Scale: 1" = 7.5' V/////A Asbestos-containing joint compound and fiberboord texture (ceiling) 11 lili 111 1111ltilltll Asbestos-containing joint compound and fiberboord texture (wolls) Asbestos-containing glazing is located on exterior windows. Asbestos-containing tor flashing is located ground roof penetrations. Silver Lane Stables, Estes Park, Colorado Figure 2 Kumar & Associates Project No, 10-1-217 ACM and Assumed ACM Location Diagram TABLE 1 ASBESTOS SAMPLE SUMMARY Silver Lane Stables 621 Big Thompson Avenue Estes Park, Larimer County, Colorado April 28, 2010 Kumar & Associates Project No. 10-1-217 Homo-:. . Sample n.1 6 -MaterialÂ·:.Â·: Sample Lab Result geneousÂ· . .6. Number, i:. 1/3.:I, ~ ~Description.U."- {('-f - .0/09 Location 1% asbestos) Residence 01 Living Room NAD/NAD Residence 01 02 Gray Sheet Vinyl / Mastic (SVI) Living Room NAD/NAD Residence 03 NAD/NAD Living Room Residence 04 NAD Living Room Brown & White Sheet Vinyl / Residence 02 05 NAD / NAD Mastic (SV2) Kjtchen Residence 06 NAD / NAD Restroom Residence 07 NAD/NAD Kitchen Residence 03 08 Beige Sheet Vinyl / Mastic (SV3) NAD/NAD Kitchen Residence 09 NAD/NAD Kitchen Residence 10 NAD Bathroom Residence 04 11 White Sheet Vinyl / Mastic (SV4) NAD/NAD Bathroom Residence 12 NAD/NAD Bathroom Residence 13 NAD Closet Residence 05 14 Orange & Blue Sheet Vinyl (SV5) NAD Bedroom Residence 15 NAD Bedroom Residence 16 NAD Living Room 06 17 Gypsum Board (GB1) Residence NAD Living Room Residence 18 NAD Restroom NAD = No Asbestos Detected NSC = No Sample Col[ected Page 1 of 3 Silver Lane Stables 1 Kumar & Associates Project No. 10-1-217 April 28, 2010 -Homo- . 9 Sanible F: . 141<,~ Â·-4.:FMaterial. ,'1~k Â·- i.c i'-OpvjiÂ·USample :.;10Â· , Lab Result geneolls- i - Number3-0-~ 9..3}itÂ·.---: Description *r. .L,2-1-09:Â·. {Abl % R Location/.: :tf Â·((% asbestos) - 1 .....1 k Residence i 19 NAD i Living Room Residence i 07 20 Fiberboard Joint Compound (JC1) Kitchen 3% Residence 1 3% 21 Kitchen Residence NAD 22 Attic Residence 08 23 Electrical Wiring Insulation (EWII) Attic NAD Residence NAD 24 Attic Residence NAD 25 East Fagade Exterior Hard-Finished Plaster Residence 09 26 NAD (XHP1) South Fagade Residence NAD 27 West Fagade Residence NAD 28 East Fagade Residence 10 29 Exterior Window Glazing (XWG1) South Fagade 3% Residence NAD 30 West Fagade Residence NAD 31 East Slope Brown Asphalt-Composite Shingle Residence NAD 11 32 West Slope (RF1) Residence I NAD 33 West Slope Residence i NAD 34 Around Roof Penetration Residence 12 35 Tar Roof Flashing (RFL1) 5% Around Roof Penetration Residence 10% 36 Around Roof Penetration Residence NAD 37 Living Room Residence 2% 13 38 Fiberboard Texture (FBTX1) Kitchen Residence 2% 39 Kitchen NAD = No Asbestos Detected NSC = No Sample Collected Page 2 of 3 Silver Lane Stables Kumar & Associates Project No, 10-1-217 April 28,2010 Horrion.- h, Sample i . ..t.. 2...., Material.~- rt.':- f 'I'...'..; Sample Â· ,- ' " Lab Result geneous / Number V tr...1,,:-,5 Description :;t..1./,N 312... Location.-' r li (%asbestos) Office/Stable 40 NAD Storage Room Office/Stable 14 41 Electrical Wiring Insulation (EWI2) NAD Storage Room Office/Stable 42 NAD Storage Room Office/Stable 43 NAD South Fagade Office/Stable 15 44 Exterior Window Glazing (XWG2) NAD South Fagade Office/Stable 45 NAD South FaGade 46 Office/Stable NAD 16 47 Tar Paper (TP1) Office/Stable NAD 48 Office/Stable NAD Office/Stable 49 NAD North Slope Brown Asphalt-Composite Shingle Office/Stable 17 50 NAD (RF2) North Slope Office/Stable 51 NAD East Slope Office/Stable 52 NAD North Slope Red Asphalt-Composite Shingle Office/Stable 18 53 NAD (RF3) North Slope Office/Stable 54 East Slope NAD Barn 55 NAD South Slope Green & Red Asphalt-Composite Barn 19 56 NAD Shingle (RF4) South Slope Barn 57 North Slope NAD Barn 58 NAD South Slope Barn 20 59 Roofing Felt (RF5) NAD South Slope Barn 60 NAD North Slope NAD = No Asbestos Detected NSC = No Sample Collected Page 3 of 3 & {U.'f'.Â· LD M .1 - i 42 - g 2 - i 8& 39 0 32 co t- m Eâ€¢ 09 2 1 2 FJ ~ 8 0 Go E OE N 1- e CD N 0-1 - 0 (1) E 0 â‚¬ 0 *- 9-- CD 0 m - L LL C 0 Z .C 0 (D aj 0- R * EÂ· z Fiberboard Joint Compound Residence - Living Room West Wall Category 11 30 fti and Kitchen Walls and Ceiling Non-Fr ab e (included in HA 13) 29 Non-Friable (8 windows) Exterior Window Glazing Category 11 15 ftz 20,21 (Jel Good Residence - All Windows Damaged CONFIRMED AND ASSUMED ASBES S-CONTAINING MATERIALS Estes Park, arimer County, Colorado A-sbestos ' : f- Â·f Â·fiti 7 TABLE r Lane Sta Thompson Avenue April 28, 2010 Kumar & Associates Project No. 10-1-217 lie/\A WaM LUOOhl 6u!A!-1 - eouepisekl soisaqse % I uell} e.]OUU BU!u!.ewoo sonselu pue sjueiees eiqe!id pue 'sionpoid 6u!JOOJ 0!llel.Idse '6upaAoo 300# tual'!s@J 'sla)'sefi '5upped sapnloul :I A.jof~ejeo solseqse %I uel# elow Buluiejuoo 'INOV elqe!4-uou I A-lo58}80 6ulpnloxe 'Iepeleul alqew-uou Aue sapnioui :11 A.lor)0180 '~~~~~s~ ,Â· ~Description..1 Â·:.: - 2 un.i --LocationÂ»-c .;.9.:4 : I: t...f Â»,Class .Â«ECondition Â· -;-p,,Estimated -- Aquenb pmelunse ou = 031 35,36 Tar Roof Flashing (RFL1) Around roof penetrations Category Good be z# 923 POOS 80!1!00 pue slleM ue40)!>1 pue (LX.LEI:3) ejnp<el pieoqieq!=1 65 18Â£ leal jeeuil = lee; adenbs = APPENDIX A ASBESTOS LABORATORY REPORT EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite 8109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analvsis bv Polarized Light Microscopy NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-001 (Svl) LAYERl No Cellulose Fiber 15% 01 Sheet Vinyl. Gray/Black/Pink Synthetic Fiber 3% Gypsum Carbonates Binder/Filler 82% LAYER 2 No Cellulose Fiber 5% Mastic, Dk Red Synthetic Fiber 1% Gypsum Carbonates Quartz Binder/Filler 94% 0084782-002 (Svl) LAYER 1 No Cellulose Fiber 15% 02 Sheet Vinyl. Gray/ Black/ Pink Synthetic Fiber 3% Gypsum Carbonates Binder/Filler 82% LAYER 2 No Cellulose Fiber 4% Mastic, Dk. Red Synthetic Fiber <1% Gypsum Carbonates Quartz Binder/Filler 95% 0084782-003 (Svl) LAYER] No Cellulose Fiber 15% 03 Sheet Vinyl, Gray/ Black/ Pink Synthetic Fiber 5% Gypsum Carbonates Binder/Filler 80% LAYER 2 No Cellulose Fiber 5% Mastic, Dk. Red Gypsum Carbonates Quartz Binder/Filler 95% Page 1 of 11 EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite 8109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analvsis bv Polarized LiEht Microscopy NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER C.O 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ S]LVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-004 (SV2) Sheet Vinyl Brown/ White No Cellulose Fiber 15% 04 Fibrous Glass 2% Gypsum Mica Diatoms Carbonates Binder/Filler 83% 0084782-005 (SV2) LAYER 1 No Cellulose Fiber 15% 05 Sheet Vinyl. Brown/ White Fibrous Glass 2% Gypsum Mica Diatoms Carbonates Binder/Filler 83% LAYER 2 No Cellulose Fiber 3% Mastic, Yellow Gypsuin Carbonates Quartz Binder/Filler 97% 0084782-006 (SV2) LAYER 1 No Ce! lulose Fiber 2% 06 Sheet Vinyl, Brown/ White Synthetic Fiber <1% Gypsum Mica Diatoms Carbonates Binder/Filler 97% LAYER 2 No Cellulose Fiber 3% Mastic, Yellow Gypsum Quartz Binder/Filler 97% Page 2 of 11 EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite 8109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analysis bv Polarized Light Mieroscopv NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-007 (SV3) LAYER1 No Cellulose Fiber 15% 07 Sheet Vinyl. Beige Fibrous Glass 5% Wollastonite 3% Gypsum Mica Diatoms Carbonates Binder/Filler 77% LAYER 2 No Cellulose Fiber 5% Mastic, Dk. Brown Gypsum Quartz Binder/Filler 95% 0084782-008 (SV3) LAYER 1 No Cellulose Fiber 15% 08 Sheet Vinyl, Beige Fibrous Glass 5% Wollastonite 3% Gypsum Mica Diatoms Carbonates Binder/Filler 77% LAYER 2 No Cellulose Fiber 3% Mastic, Dk. Brown Fibrous Glass 1 0% Gypsum Quartz Binder/Filler 96% 0084782-009 (SV3) LAYER 1 No Cellulose Fiber 15% 09 Sheet Vinyl, Beige Fibrous Glass 5% Wollastonite 3% Gypsum Mica Diatoms Carbonates Binder/Filler 77% LAYER 2 No Cellulose Fiber 3% Mastic. Dk. Brown Fibrous Glass 1% Gypsum Quartz Binder/Filler 96% Page 3 of 11 EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite 8109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analysis bv Polarized Light Microscopv NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (0/0, Constituents 0084782-010 (SV4) Sheet Vinyl. White/ Beige No Cellulose Fiber 15% Note: No Mastic Present Fibrous Glass 5% Gypsum Diatoms Cart>onates Binder/Filler 80% 0084782-011 (SV4) LAYER 1 No Cellulose Fiber 15% 1 1 Sheet Vinyl. White/ Beige Fibrous Giass 50/0 Gypsum Diatoms Carbonates Binder/Filler 80% LAYER 2 No Cellulose Fiber louÂ° Mastic, Yellow/ Black Gypsum Quartz Binder/Filler 90% 0084782-012 (SV4) LAYER 1 No Cellulose Fiber 15% 12 Sheet Vinyl, White/ Beige Fibrous Glass 5% Gypsum Diatoms Carbonates Binder/Filler 80% LAYER 2 No Cellulose Fiber 10% Mastic, Yellow/ Black Fibrous Glass 1% Gypsum Quark Binder/Filler 89% 0084782-013 (SV5) Sheet Vinyl, Orange/ Bluel Black No Cellulose Fiber 15% 13 Note: No Mastic Present Synthetic Fiber 3% Gypsum Carbonates Quartz Binder/Filler 82% Page 4 of 11 EMC LABS, INC. Laboratory Report 9830 S. 5lst Street, Suite 8109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analvsis bv Polarized Light Microscopy NVLAP#]01926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-014 (SV5) Sheet Vinyl. Orange/ Blue/ Black No Cellulose Fiber 15% 14 Note No Mastic Present Synthetic Fiber 3% Gypsum Carbonates Quartz Binder/Filler 82% 0084782-015 (SV5) Sheet Vinyl. Orange/ Blue/ Black No Cellulose Fiber 15% 15 Note. No Mastic Present Synthetic Fiber 3% Gypsum Carbonates Quartz Binder/Filler 82% 0084782-016 (GBI) Gypsum Board, White/ Brown No Cellulose Fiber 10% 16 Gypsum Carbonates Mica Binder/Filler 90% 0084782-017 (GB1) Gypsum Board. White/ Brown No Cellulose Fiber 10% 17 Gypsum Carbonates Mica Binder/Filler 90% 0084782-0]8 (GBI) Gypsum Board. White/ Brown No Cellulose Fiber 10% 18 Gypsum Carbonates Mica Binder/Filler 90% 0084782-019 (TP1) Taping Compound. Beige No Tale 3% 19 Carbonates Mica Quartz Binder/Filler 97% Page 5 of 11 EMC LABS, INC. Laboratory Report 9830 S. 5lst Street, Suite B109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analvsis bv Polarized Light Microscopy NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-020 (TP I) Taping Compound, Beige Yes ChI-ysotile 3% 20 Carbonates Mica Quartz Binder/Filler 97% 0084782-021 (TP1) Taping Compound. Beige Yes Chrysotile 3% 21 Carbonates Mica Quartz Binder/Filler 97% 0084782-022 (EWI 1) Electrical Wiring Insulation, Black No Cellulose Fiber 60% 22 Fibrous Glass 10% Gypsum Binder/Filler 30% 0084782-023 (EWI 1) Electrical Wiring Insulation. Black No Cellulose Fiber 60% 23 Fibrous Glass 10% Gypsum Binder/Filler 30% 0084782-024 (EWI 1) Electrical Wiring Insulation, Black No Cellulose Fiber 60% Fibrous Glass 10% 24 Gypsum Binder/Filler 30% 0084782-025 (XHPI) LAYER] No 25 Plaster-Scratch Coat, Gray Gypsum Carbonates M ica Quartz Binder/Filler 100% LAYER 2 No Cellulose Fiber <1% Plaster-Finish Coat, White/ OfTWhite Gypsum Carbonates Quartz Binder/Filler 99% Page 6 of 11 EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite B109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analysis bv Polarized Light Microscopy NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name/ Asbestos Asbestos Type Non-Asbestos Client ]D Location Sample Description Detected (%) Constituents 0084782-026 (XHPI) Plaster-Finish Coat White/ Off White No 26 Gypsuin Carbonates Quartz Binder/Filler 100% 0084782-027 (XHP1) LAYERl No 27 Plaster-Scratch Coat. Gray Gypsum Carbonates Mica Quartz Binder/Filler 100% LAYER 2 No Plaster-Finish Coat. White/ Off White Gypsum Mica Quartz Binder/Filler 100% 0084782-028 (XWG1) Exterior Window Glazing. White/ No Tale 1% 28 Off White Carbonates Quartz Binder/Filter 99% 0084782-029 (XWG]) Exterior Window Glazing, Off Yes Chi-vsotile 3% 29 While Beige Gypsum Carbonates Quartz Binder/Filier 97% 0084782-030 (XWG]) Exterior Window Glazing. Off No 30 White/ Beige Carbonates Quartz Binder/Filler 100% 0084782-031 (RF1) Asphalt Comp.Shingle, Brown/ Black No Fibrous G]ass 15% 31 Gypsum Carbonates Binder/Filier 85% Page 7 of 11 EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite 8109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analysis bv Polarized Light Microscopy NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name/ Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-032 (RF!) Asphalt Comp.Shingle. Brown/ Black No Fibrous Glass 15% 32 Gypsum Carbonates Binder/Filler 85% 0084782-033 (RF]) Asphalt Comp.Shingle. Brown/ Black No Fibrous Glass 15% 33 Gypsum Carbonates Binder/Filler 85% 0084782-034 ( RFL1) Tar Roof Flashing Gray/ Black No Cellulose Fiber 10% 34 Gypsum Carbonates Binder/Filler 90% 0084782-035 (RFI.01) Tar Roof Flashing, Gray l Black Yes Chrysoti I e 5% Cellulose Fiber 10% 35 Gypsum Carbonates Binder/Filler 85% 0084782-036 (RFL1) Tar Roof Flushing, Gray/ Black Yes Chiysotile 10% Cellulose Fiber 5% 36 Gypsum Carbonates Binder/Filler 85% 0084782-037 (FBTX1) Fiberboard Texture, Beige/ Tan No Tale 3% 37 Carbonates Mica Quartz Binder/Filter 97% 0084782-038 (FBTX1) Fiberboard Texture, Beige/ Lt Green Yes Chrysotile 2% Cellulose Fiber 3% 38 Note: Very small amount ofsample Tale 1% Gypsum Carbonates Quartz Binder/Filler 94% Page 8 of 11 EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite B109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analysis bv Polarized Lieht Microscopy NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-039 (FBTX!) Fiberboard Texture, Beige/ Lt Green Yes Chrysotile 2% Cellulose Fiber 1% 39 Note: Very small amount of sample Gypsum Carbonates Quartz Binder/Filler 97% 0084782-040 (EWI2) LAYER] No Cellulose Fiber 60% 40 Electrical Wiring Insulation, Black Fibrous Glass 10% Gypsum Binder/Filler 30% LAYER 2 No Cellulose Fiber 95% Electrical Wiring Insulation, Brown Binder/Filler 5% 0084782-041 (EWI2) LAYER 1 No Cellulose Fiber 60% 41 Electrical Wiring Insulation, Black Fibrous Glass 10% Gypsum Binder/Filler 30% LAYER 2 No Cellulose Fiber 95% Electrical Wiring Insulation, Brown Binder/Filler 5% 0084782-042 (EWI2) Electrical Wiring Insulation, Black No Cellulose Fiber 60% 42 Fibrous Glass 10% Gypsum Binder/Filler 30% 0084782-043 (XWG2) Exterior Window Glazing Brown/ No 43 Tan Carbonates Quartz Binder/Filler ] 00% 0084782-044 (XWG2) Exterior Window Glazing. Brown/ No Cellulose Fiber <1% 44 Tan Carbonates Quartz Binder/Filler 99% 0084782-045 (XWG2) Exterior Window Glazing, Brown/ No Cellulose Fiber <1% 45 Tan Carbonates Quartz Binder/Filler 99% Page 9 of 11 EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite B109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analvsis bv Polarized Light Microscopy NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/N/14-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-046 (TP 1) Tar Paper. Black No Cellulose Fiber 60% 46 Gypsum Binder/Filler 40% 0084782-047 (Tpl) Tar Paper, Black No Cellulose Fiber 60% 47 Gypsum Binder/Filler 40% 0084782-048 (TP1) 'Tar Paper, Black No Cellulose Fiber 60% 48 Gypsum Binder/Filler 40% 0084782-049 (RF2) Asphalt Comp Shingle, Brown/ Black No Fibrous Glass 15% 49 Gypsum Carbonates Binder/Filler 85% 0084782-050 (RF2) Asphalt Comp.Shingle, Brown/ Black No Fibrous Glass 15% 50 Gypsum Carbonates Binder/Filler 85% 0084782-051 (RF2) Asphalt Comp Shingle, Brown/ Black No Fibrous Glass 15% 51 Gypsum Carbonates Binder/Filler 85% 0084782-052 (RF3) Asphalt Comp Shingle. Red/ Black No Cellulose Fiber 20% 52 Gypsum Binder/Filler 80% 0084782-053 (RF3) Asphalt Comp.Shingle. Red/ Black No Cellulose Fiber 20% 53 Gypsum Binder/Filler 80% 0084782-054 (RF3) Asphalt Comp Shingle. Red/ Black No Ce]!ulose Fiber 20% 54 Gypsum Binder/Filler 80% Page 10 of 11 EMC LABS, INC. Laboratory Report 9830 S. 51st Street, Suite B109, Phoenix, AZ 85044 0084782 Phone: 800-362-3373 or 480-940-5294 - Fax: (480) 893-1726 Bulk Asbestos Analysis bv Polarized Light Microscopy NVLAP#101926-0 Client: KUMAR & ASSOCIATES, INC. Job# / P.O. #: 10-1-217 Address: 2390 S. LIPAN ST Date Received: 04/06/2010 DENVER CO 80223 Date Analyzed: 04/08/2010 Collected: 04/02/2010 Date Reported: 04/08/2010 Project Name/ SILVER LANE STABLES EPA Method: EPA 600/M4-82-020 Address: Submitted By: MARK LANCASTER Collected By: Customer Lab ID Sample Layer Name / Asbestos Asbestos Type Non-Asbestos Client ID Location Sample Description Detected (%) Constituents 0084782-055 (RF4) Asphalt Comp.Shingle, Green/ Red/ No Cellulose Fiber 20% 55 Black Gypsum Binder/Filler 80% 0084782-056 (RF4) Asphalt Comp.Shingle, Green/ Red/ No Celluiose Fiber 20% 56 Black Gypsurn Binder/Filler 80% ()084782-057 (RF4) Asphalt Comp.Shingle, Green/ Red/ No Cellulose Fiber 20% 57 Black Gypsum Quartz Binder/Filter 80% 0084782-058 (RF5) Roof Felt, Black No Cellulose Fiber 60% 58 Gypsum Binder/Filter 40% 0084782-059 (RF5) Roof Felt, Black No Cellulose Fiber 60% 59 Gypsum Binder/Filler 40% 0084782-060 (RF5) Roof Felt, Black No Cellulose Fiber 60% 60 Gypsum Binder/Filler 40% 41 fÂ«--- dll ' Analyst - Paul Hofer Signatory - Lab Director - Kurt Kettler Distinctly stratified, easMy separable layers of samples are analyzed as subsamples of the whole and are reported separately for each discernable layer. All analyses are derived from calibrated visual estimate and measured In weight percent unless otherw~se noted The report applies to the standards or procedures identified and to the sample(s) tested The test results are not necessarily indicated or representative of the qualities of the lot from which the sample was taken or of apparently identical or similar products, nor do they represent an ongoing quality assulance program unless so noted. These reports are for the exclusive use of the addressed dientand that they will not be reproduced wholly or in part for advertising or other purposes over ou' signature or in connection with our name without special written permission. The repoll shall not be reploduced except in full, without written approval by our laboratory. The samples not destroyed in tes#ng are retained a maximum of thirty days. The laboratory measurement o f uncertainty for the test method is approximately <1% by weight Accredited by the Nation al Institute of Standards and Technology, Voluntary Laboratory Accreditation Program for selected test method for asbestos. The accreditation or any reports generated by this laboratory in no way constitutes or implies product certification, approvair or endorsement by the National Ins#tute of Standards and Technology. The feport must not be used by any entity to claim product endorsement by NVLAP or any agency of the U.S Government Polarized Light Microscopy may not be consistenOy reliable in detechng asbestos in floor coverings and similar non-friable organically bound materials. Page 11 of 11 Page 1 of 4 CHAIN OF CUSTODY LAB#: ~4 93 2 EMC Laboratories TAT: -42 9830 S. 5197 St., Ste B-109 67[6't-6L.-i/1 Phoenix, AZ 85044 Rec'd: APR 0 '+" 1. (800) 362-3373 Fax (480) 893-1726 EMC USE ONLY or COMPANY NAME: Kumar & Associates, Inc. BILL TO: (If DiHerent Location) 2390 S Upan St Denver, CO 80223 CONTACT: Mark Lancaster Phone/Fax: 303-210-6044 / 303-742-9666 Email: mlancaster@kumarusa.com Now Accepting: VISA - MASTERCARD Price Quoted: $ / Sample $_ / Layers COMPLETE ITEMS 1-4: (Failure to complete any items may cause a delay in processing or analyzing your samples) 1. TURNAROUND TIME: [4hr rush} [8hr rush} [1-Day] ~ [3-Day] [5-Day] [6-10 Day] 81% confirmation of turnaround time is ggawked -Additional charges for rush analysis (please call marketing department for pricing details) Laboratory analysis maybe subject to dataM if credit terms are not met 2. TYPE OF ANALYSIS: ~ [Air-PCML [Lead] [Point Count] [Fungi: AOC, W-C, Bulk, Swab, Tape] 3. DISPOSAL INSTRUCTIONS: dlispose of samples- EFFq) / [Return samples to me at mY-expeose] (lf you do not iniiEZi*FmmorICE, OIC-Wilralibose of samples 60_days from analysis.) / 4. Project Name: Silver Lane Stables P.O. Number: Project Number: 10-1-217 C CLIENT DATE & TIME LOCATION/MATERIAL Samples AIR SAMPLE INFO i COMMENTS SAMPLE SAMPLE # SAMPLED TYPE Accepted ON OFF FLOW Yes / No RATE 01 04-02-10 Gray Sheet Vinyl (SV1) ION 02 " " Y N 03 " " ~Y N 04 " Brown & White Sheet Vinyl (SV2) r N " YN 05 Y N 06 07 " Beige Sheet Vinyl (SV3) lY N ~Y N 08 09 " " ~Â¥ N 10 " White Sheet Vinyl (SV4) -Y N 11 " " YN Y N 11 f 3 13 0 Orange & Blue Sheet Vinyl (SV5) Y N " " YN ~ 5 15 " laN i SPECIAL INSTRUCTIONS: 7 .r Sample Collector: (printl Malk-*~'*ster Â»-Â« O 4Â£4 -f'- Relinquished b\<:â‚¬~~00'~ 2 RAP-Â© Date/Time: 9~*/, Relinquished by*Â·Â·blo.vi B~~ 1 9-5-1-~-k'Ste/Time: 7~ 6~/,//1 Received by: ~ ~'~32..0,00 Date/Time 4410 Relinquished by: Date/Time Received by: -- / Date/Time: " In the event of any dispute belvaer, the above partle& for these senvices of otherwise, parties agree Ihat iurisdiction and venue will be in Ptioenix~K~na and prevajling party JI be entiled to attorney's fees and court costs 0 6-Â£Â©AH) o Ul Â·Â·Â·Â·Â·9 Gj 9, - . 2 '"ar 4.. 4 1 1'.' ' ,;,Ir,~L-,17,4149 6'# I' 0,i'BI,'ret,14,11: "11 11 ~ 4'P'â€¢"~Ut44 4' 0'5,90-QI I ' 0 "0'-*â€¢2*r--1~7 . * * ,' 99:f25*6*smi:*444*44*,p -i?1191~@If!lili f - 51 IL 141 '\ 111 4 . :1 0.0./.- 13â‚¬-t#*~.. 1- 1 -111 1.-- 1-.1- 1-,1 11- 1,-11 94'yeic 1*91 aÂ»-p 1 r=- i 2 %%4442** STATE OF COLORADO X~ =. >,:r:7~5:0.-ab~ .,1-6.-29.530*Â°40 #ELe*AI- EFAh 4,=, Â»5.-e,4 %4% 74-iÂ¢Â£*3%4 ASBESTOS (mt .)10"Affily tlig - -1 9~ 116Â«- CERTIFICATION* 3*-p-vaka 2*3.4-* -/ i -,- ..=...._ el Â·/ =1111 le:74Â».1 1 0- /-411 1 1 Colorado Department of Public Health (=0: - 2,-*4,1~ SfÂ¢. 9 9 <j and Environment *Â«*?4 beziÂ©2%229 , .AaI E64%**62/01 62 :lesÂ¥ Air Pollution Control Division 45#:,2 60 2 20 **~ ,-4.1, ee. .. .:Id, 92/0- - 0 yret.44 m irÂ·9Â«14%&:~ This. certifies that - >%* 3{i@f~ 2 -1 452# >212.-i Â· 60::##e,&&/V Mark Lancaster 83Â»24 2 , Â·Dg524Â»Â·-1 A.-N--*2:AÂ· - *Rattaggill Certification No: 2023 11,1 Â· 4.-Ur. + . g ' .fle:de,Er: I .AS.U<,1 0 Â°#f~#Ati ~p, has met the requirements of 25-7-507, C.R.S. and Air Quality Control =.1 4Â«98/ 8/*95:~*,~ Commission Regulation No. 8, Part B, and is hereby certified by the 8 93*~|li 3/lk ..â‚¬ e ~*%2337 454,4-W = 11 CE ...:11 9- :7 state of Colorado in the following discipline: 22==?Â¢\ .Aft i...f; *E:kN / :4593-2* Building Inspector*. - C 1 , f/>s:Â¢A. Ait~ ~ Issued: 8/28/2009 1 --1~41%"/4 %595*214- I* Expires on: 8/28/2010 1-3 1 -(:1.y B -:1 d. 1-94Â£,9 '42=11 20Â§ \>1-# fe / ~pfized APCD Representative - -- 2 ~ WN j /Vek)6%6( - Â«9~ 44*9â‚¬51\ 4 ASâ‚¬J 64%~6, -: * * This certificate is valid only with the possession of a current Division-approved training course i L ' 11*jA 035'0Â·,e.Ink> S. W:#0 :45.:224 *52.tÂ»324 1 1 certification in the discipline specified above. 2 %99*333Â¥*) -1 4 - Â»01/, -1 1 +1 - 1- -70,1, r----- i ; \ 4 ''41 4.Ar:, ~ #':* A~P v .-be:~0~ AM=.WAÂ»... -217"7__/--Egrfly 11 61114 \- 4 21| Ge Â© 00 W 1. 0 .2 1- w' 111 8 *i* Il E - GIl Â¢ A 2 ' l't'l-,1 i 'lk 4.4 2-1 2 411% S 5 1 VE:'59/ 2 2 P (/D 1 5477f 3. N|j Il 0 4 1 2 8 g =17, 154 1 0/7 1 I lilli I Uâ‚¬gmr-â€¢ -1 -*111 ;Cli rh - Earir-=3*-_ r_*. CO e 9 99*le u 5 ~ CO 04 8 05.0 1/919 U '4-21,/ 3 08 ~ 9 W 9 u.8 ~ Ii*11 2# 3 j : 1 42 5 aot 152 8 E-4 4 * c E. 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AOl<- 10 04- 2,0' 1 Received By Grading Application / Permit PK pplication Expires I-tw Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 2011 General Information & Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet.com Permit Expires . - 1-\ Lo-r 1 2519160000 9 Job Address: L.Zl 814 11Â·toMpro,u Ave . Parcel# 9,1-ve. L.QuerAâ€¢1.-1 Owner's Name: 5;AFEÂ»/AY 5-ree.S 46 tue. Phone: 303. 64 3.7994 Address: 1.900 6. ~0527,â€¢:27-1 STÂ· ~ENTENN IAL CO <50 1 12 (Street) (City) (State) (Zip Code) Contractor: '~ec.Ht: ~o,ver,240+02-4 Town License#: 7//Phone: 470 - 354Â· 39 Il Address: 36/ 7 ( ST- Qâ‚¬ rk, C RbA 39 (Street) (City) / (State) (Zip Code) Gra#ng Permit required if any of the following are true - please check all that apply: 13'ylut greater than or equal to 2 feet O Cut creates a slope greater than or equal to 67 % 91Â¥311 greater than or equal to 1 foot Â¤ Fill creates a slope greater than or equal to 20 % gi'Fill greater than or equal to 50 cubic yards 0 Changing storm water diredon or rate of flow to public right of way or neighboring property 0 In any river setback, floodplain, or geo-hazard area 0 *ny earth-work as identified above without or prior to a building permit EyAny earth-work approved by a Development Plan (Engineering Required) Submittals: ElÂ®te Plans with existing and proposed contours and drainage Description of Work: : 6 r 7-1- 2, d:> d < (-Â·,b 'ARL 'EMC-h-~i U-1 43 Cubic Yards Call cut & 611): 460 0 9 bs ed- L ouo v b r A-2-e ' I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION,g 531.,- 4 3...frner Date 7-29/6 print~a~ew~~~Ckge~ /4 4774*0Â» [1 Tenant 2222222___222-22222103-1-2-=.I *** Office Use Only *** 2,19 - 4 -7 40 Inspection Checklist: O Address Posted O Cut / Fill at property lines O Contractors Licensed O Public Right of Ways protected O Permit Packet Available O Work done per Engineering / Plans O Limits of Site Disturbance O Final Inspection - Drainage O Erosion Control 1-14 'er- + FouJG#k (EK. -1/340 SITE+24,Â£)144 48*0141 FoiL w*,ropt- 1]K' Application Information 9/ -1.1 1 0 Approved Disapproved Fees r46,u) CONSTÂ®oi c-riou Planning 9-Zr re I B.C. .... ANy KEU Co,45-rna. CrION Public Works / 15 .40-r- Aferto Jlti> cah-.A 11* l5 p,0*L Â¢041+ -- - ------ Building -- --- - - 305,00 Census # Overlay Zoning: Plan Review 59.00 Buildinglbfficjal Date (14- 4. l' /(i/- 0-2-40 363.(DC) Total \\Server13\buildingdept\Forms\Applications\Over the Counter\Grading\Grading.doc . Revised 7/22/2010 -CB pro- 071-2 DEMOLITION LEGEND 11-0001 10 _ 0 wl 1 .0 00 - --| ---- PROPERTY BOUNDARY UNE / 1 - A 44 .-I --. Â·-Â· EXISTING FENCE TO REMAIN 0 I 444 --*---*--- -Â» - EXISTING FENCE TO BE REMOVED \ EXISTING POWER POLE TO REMAIN \> r 0 EXISTING FIRE HYDRANT TO REMAIN SAFEWAY STEAMER DRIVE 0 10 20 9 2~ A EXISTING FIRE HYDRANT TO BE REMOVED L . U+.......... ASPHALT SURFACE .~. EXISTING UTIUTY METER TO REMAIN 1#NolS 6 \J. . EXISTING BOLLARD TO REMAIN 1 . SCALE: 1"=20' Â· EXISTING WATER METER TO REMAEN ~ 24 ezo* r..:2 ";. 1 l \ . 1. : 14.. ~~ ~ > ~ EXISTING MANHOLE TO REMAIN %091 .. . .4 v \ 4% â€¢*91'. 005/ Â·4 f, i .ZE 2 m =P 0 59 4.4 4!Im m zz m EXISTING WATER VALVE TO REMAIN 942&2309, 41, .. 11 EXISTING TELEPHONE PEDESTAL TO REMAIN 31 4. O.4 : 12 403 -- -- 1 - 9 EXISTING TRAFFIC PEDESTAL TO REMAIN - 74' 4 1-J L 1 -1 Â· *2>Â· ----- -_ -__ _,_.0, Â·-~ u.. ~~ ~ E /113 /- / f f EXISTING CABLE TV BOX TO REMAIN 1 : , 0 V. 1 1 1.46 EXISTING PRIMARY CABINET TO REMAIN --- I 1 -Â« M / . +/..im r ' EXISTING CLEAN OUT TO REMAIN -7 21 EXISTING MONITOR WELL TO REMAIN 1- ---- -- -- S89'52'57"E 383.11' S89'49<oK'W 72.22' 1 2 0) / EXISTING SIGN TO REMAIN (58955'E) 1 -1.09 [N89%4'26Â¥ 72.18'] A Â·A / 1 i , N (N 7 EXISTING LIGHT POST TO REMAIN EXISTING STREET LIGHT TO REMAIN 1 I A 3= CA i EXISTING TRAFFIC LIGHT TO REMAIN R ON // \<-\ EXISTING TO REMAIN /~ P IN i - - - - -- - EXISTING TO BE REMOVED 4 u, 22. .'..:.fÂ·J'74.: EXISTING CONCRETE TO BE REMOVED 4~ ~ / fi~ '1(315~61 / , \r .\ j--il 2 -'3 EXISTING ASPHALT TO BE REMOVED 17 44%90 *i. 1 03. / EXISTING DECIDUOUS TREE TO REMAIN LOT 1 e. 5./ , 16.4.6 I .:. /\ t SILVER LANE STABLES ADD. --1.------litfl-1* 43 :15. .0 \ 1 i 1.594 ACRES .\CA \ 1 69,440 SQUARE FEET -4-- .04-34/i r?%/ / 9 EXISTING EVERGREEN TREE TO REMAIN 621 BIG THOMPSON AVE . 3% --I-- \ EXISTING WATER VALVE TO REMAIN "I~ 9 CO- 3,9 ------- EXISTING WATER VALVE TO BE REMOVED \ ' I --~ Em: ~0,/~ Â·fÂ·~ 1- '~ STS j L EZ= 32 ZE ZE E ZE 23 EXISTING STORM SEWER TO REMAIN \ 1 - IA---/ r e 11 + i 'r , 9 1- @*i 7*t *I; IÂ·.I *10 - :Fia* EXISTING STORM SEWER TO BE REMOVED 1 4 0 \ --I. , . EXISTING WATER LINE TO REMAIN tb . 1 - / 1 \ - 1 /.*- ---'AÂ» -- EXISTING WAIER LINE TO BE REMOVED ~ * i ; Â£ ;6 --:. 4 1 V ... EXISTING SANITARY SEWER TO REMAIN , I 1 li: / 6 / - A- , ~ 0, -- -~ -S~- -- - EXISTING SANtTARY SEWER TO BE REMOVED e ,/E . , - - -G-- - EXISTING GAS LINE TO BE REMOVED - EXISTING GAS LINE TO RE61AtN gb , 4 f 8 3 - ' ~ ' i - ~ r ~ EXISTING UNDERGROUND ELECTRICAL T, REMAIN 1 ~ b 38 / I \ , 4.- k >$/ L -. 0 Z 2 4 . - . Â·t ' :.'7:,h - u S. 2 EXISTING UNDERGROUND ELECTRICAL T< BE REMOVED iâ€¢â€¢â€¢Râ€¢â€¢ 2 % 20 u. I-i - -VA- - EXISTING OVERHEAD ELECTRICAL TO REMAIN U.-0 15 55241 * 1 4 \ .:.t>,/' 4, ,~.0 -4/ '01,3/*Rh i I \ 4/ y : 4 f - / j.,-- c#*00: 'p ./3:. -rf///fl. - - -OE- - - EXISTING OVERHEAD ELECTRICAL TO BE REMOVED 11 ' 0 - ((,2 @3*0% i ' , f. 49 i / ..a-EggkR: 3 EXISTING UNDERGROUND TELEPHONE TO REMAIN 4 ' f.1 : . --- -IRR - - -IRR -~' 4 r./ . C.-/ 1,-19 --- Â·15&45 cr" ' /f \4, , - - -UT- - - EXISTING UNDERGROUND TELEPHONE TO BE REMOVED EXISTING OVERHEAD TELEPHONE TO REMAIN \RR --* .9. . 14 .f;Â» --- â‚¬*00. EXISTING TO REMAIN - - -OT- - - EXISTING OVERHEAD TELEPHONE TO BE REMOVED .,dR.4-Â·2 1./9 A / 1 , rb~ / / , EXISTING UNDERGROUND FIBER OPACS TO REMAIN - L - -- -/O- -- EXISTING UNDERGROUND FIBER OPTICS TO BE REMOVED PROJECT NO. . / SAF000920 '5>. . EXISTING UNDERGROUND IRRIGATION LINE TO REMAIN - DRAWN BY: r / 12 \ - I / 40 + CWB -- -IRR- -- EXISTING UNDERGROUND IRRIGATION UNE TO BE REMOVED 90 1 9,0094%906 .~ ASBESTOS SURVEY NOTE CHECKED BY: ./ i EXISTING OVERHEAD ELECTRICAL & TELEPHONE TO REMAIN JCS / Qi) FOR tNFORMATION ON THE PRESENCE AND/OR REMOVAL OF ASBESTOS-CONTAINING - -,514 0~ x \ 09 000#E MATERIALS CONTRACTOR SHALL REFER TO THE FOLLOWING ASBESTOS-CONTAINING - - -OHE&T- - - EXISTiNG OVERHEAD ELECTRICAL & TELEPHONE TO BE REMOVED DATE: MATERIALS' SURVEY: FEBRUARY, 2010 11 / DEMOLITION SCHEDULE ALE NAME: DATED: MAY 3. 2010 ~ REMOvE AND DISPOSE OF ALL EXISTING FENCE, TYPICAL WITHIN AND ON PROPERTY BOUNDARY. r CONSULTANT: KUMAR & ASSOCIATES. INC. Saf920_(1.0-Demc REPORT No: 10-1-217 1 1/I . . ~ REMOVE AND DISPOSE OF EXISTING RCP UPGRADIENT OF INTERIOR WAU OF NEW CURB INLET AT PIPE t S . / -*r-diN -%/ 4/ \ Â· Â· THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION. INVER-1 OUT. SEE SHEET C3.0 FOR NEW CURB INLET LOCATION. TO REMAIN-Â¢~ .4-/ EXISTING / i, (@Â· A. ~ ~ - INFORMATION IN THE ASBESTOS-CONTAINING MATERIALS SURVEY SUPERSEDES ANY 4 A . SPECIFICATIONS. POLES AND ASSOCIATED APPURTENANCES. 7 CONFUCTING INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND ~ REMOVE AND DISPOSE OF EXISnNG OVERHEAD ELECTRIC AND TELEPHONE FACIUTIES INCLUDING WIRES, 0 ~ REMOVE AND DISPOSE OF EXISDNG IRRIGATION PIPE AS INDICATED. FILL VOID WITH ACCEPTABLE FILL 49/ PIPE IS NOT REMOVED UNTIL INSTALLATION OF NEW iRRIGATION PIPE IS COMPLErE SO AS NOT TO O /30/41 MATERIAL AS REQUIRED BY DEMOUTION NOTES. CONTRACTOR SHALL ENSURE THAT EXISTING IRRIGATION ./ V -* , 4 f X./ a O ~4 JA ~ INTERRUPT IRRIGATION FLOW. 4 -440 , \.3 0~275<i- :'' DEMOLITION NOTES ~ REMOVE AND DISPOSE OF EXISTING ONE-STORY FRAME STRUCTURE AND ASSOCIATED APPURTENANCES INCLULING, BUT NOT UMITED TO, FOOTINGS, FLOOR SLABS, MISCELLANEOUS CONCRETE OR ASPHALT ~>Â· 1. ALL DEMOLITION TO BE IN ACCORDANCE WITH STATE, LOCAL, AND FEDERAL REQUIREMENTS. PAVEMENT, PORCHES, STOOPS, TANKS, CISTERNS, WELLS, ETC. 0 11 - \ '427 2. CONTRACTOR TO VERIFY ALL UTILRY SERVICE LOCAnONS AND EXISTING SITE CONDITIONS PRIOR TO PROCEEDING. ANY SITE CONDITIONS ~ PRIOR TO REMOVAL. CONTRACTOR SHALL FIRST VERIFY THAT EXISTING PROPANE TANK BELONGS TO < JE t~, A 00 . s THAT ARE NOT AS SHOWN MUST 8E REPORTED TO THE ENGINEER PRIOR TO BID AND DEMOURON. PROPERTY. IF PROPANE TANK BELONGS TO PROPERTY, REMOVE AND DISPOSE IN ACCORDANCE WITH ..%ftp. , /4.if('.>\ S LOCAL, STATE, AND FEDERAL LAWS. IF PROPANE TANK BELONGS TO PROPANE COMPANY, CONTRACTOR 11 9\ Ver:r. / 0 7 PROPRE COMPANY. b\ /49.-- 1 toiÂ· I OWN OF ESTES PARK 4. CONTRACTOR TO ERECT BARRIERS, FENCES, GUARDRAILS, ENCLOSURES, ETC. TO PROTECT SITE. THE PROTECTION PLAN MUST BE ~ SAWCU'f, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER 4 0 / 1 > 4/ \-EXISTING TO REMAIN SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR COORDINATION ON PICKUP AND REMOVAL BY THE .FE 3. CONTRACTOR TO REMOVE OR RELOCATE EXISTING UTILITIES PER UTILITY COMPANY REQUIREMENTS. too- 1 0 6/ ,/7 REVIEWED BY THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING. 2.- X \ I. APPROVED ~ SAWCUL REMOVE, AND DISPOSE OF 2-FEET OF EXISTING ASPHALT PAVEMENT FOR THE PURPOSE OF ~ ~ \-K i I .,02' -'.45'r.. , 5, OWNER'S REPRESENTATIVE WILL DErERMINE WHEN CONDITIONS ARE SUITABLE TO COMMENCE WORK. CONTRACTOR TO VERIFY AREAS TO BE ASPHALT PATCHBACK. DEMOLITION OF ASPHALT SHALL BE PERFORMED PRIOR TO INSTALLAnON OF NEW >All --17 DEMOUSHED ARE UNOCCUPIED AND NOT IN USE. CURB .ND GUTTER OR ADJACENT PAVING. 1 .0 /00< , 0 ;,, Building Department Â® NOT USED 0 /1 / 6. ABAND014 BOTTOM SLABS IN PlACE EXCEPT IN THE FOLLOWING INSTANCES: \ -,/ 1/ 1 id 4 -24- #t.0- Date -1=Uy o A IF ANY POINT OF THE SLAB IS LESS THAN 4' BELOW FINISH GRADE T V @ BE CAPPED AT PROPERTY LINE. 8. IF THE SLAB INTERFERES WITH CONSTRUCTION OF OTHER FACIUTIES. Buildine Official ACCEPTABLE MATERIAL AS REQUIRED BY DEMOLITION NOTES. REMAINING SANITARY SEWER PIPE SHALL ~ REMOVE AND DISPOSE OF EXISWNG SANITARY SEWER SERVICE PIPE AS INDICATED. FILL VOID WITH . tric 1 7 , '3.1, m 7. DISPOSE OF AND TRANSPORT DEBRIS TO AREA OBTAINED BY CONTRACTOR. DO NOT STORE OR BURN MATERIALS ON SITE. 1 REMOVE AND DISPOSE OF EXISTING WATER SERVICE UNE BACK TO ORIGINAL TAP LOCATION. EXISTING J / ~ /. 751 , Â·t REMOVAL WITH TOWN OF ESTES PARK WATER DEPARTMENT. IF ADDITIONAL REMOVAL IS REQUIRED, 8. FILL AND COMPACT BASEMENTS, CESSPOOLS, AND VOIDS FROM REMOVED STRUCTURES AND UnLITIES WITH A CLEAN, NON-COHESIVE FILL- TAP TO BE PLUGGED PER TOWN OF ESTES PARK WATER DEPARTMENT REQUIREMENTS. PRIOR TO .f 1 1/ 7.>2,./ -3 MATERIAL TO BE APPROVED BY THE GEOTECHNICAL ENGINEER. GRADE TO MATCH EXISTING OR PROPOSED FINISH GRADE. DEMOU'JON, CONTRACTOR SHALL VERIFY EXACT POINT OF BEGINNING AND ENDING OF WATER LINE SHEET TITLE TOWNâ€¢APPROVED 1 w PLUE & PRIMATION# SALVAGE THEREOF. (~ REMOVE AND DISPOSE OF EXISTING STORM SEWER INLET. DEMOLITION 4Â©1'12'. 9. COORDINATE WITH OWNER'S REPRESENTATIVE FOR E><1STING ITEMS TO BE SALVAGED AND OTHER REQUIREMENTS PERTAINING TO THE CONTRACTOR SHALL IUMEDIATELY NOTIFY OWNER'â‚¬ REPREENTATIVE. 1 â€¢ 2,#7 t â€¢ / ,2542>28 ANDWAUBLE FOR 11. ALL UNDERGROUND STORM SEWER, WATER, AND SANITARY SEWER MAIN LOCATIONS ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE ~ SAWCUT, REMOVE, AND DISPOSE OF EXISTING ASPHALT PAVING. PLAN MUST BE ON SITE 10 REMOVE ALL EXISTING FOUNDATION WALLS AND FOOTINGS COMPLETELY UNLESS OTHERWISE NOTED OR SPECIAED. 1 OU : .1 1 INSPECTIONS CONSIDERED AS APPROXIMATE LOCATIONS ONLY. ~ EXISTING HANDICAP RAMP TO REMAIN. CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE RAMP DURING - 0 8 NOT USED UTIL.IlY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND ARE TO BE CONSIDERED AS APPROXIMATE LOCAnONS ONLY. /-/7 ~ ~ ~ EXISTING TRAFFIC SIGN TO REMAIN. 12. ALL UNDERGROUND GAS AND ELECTRIC UTILITY INFORMATION SHOWN IS BASED ON MAPS PROVIDED BY UTILRY COMPANY AND ARE TO BE : C ./ / 2 /14/ CONSTkUCTION OF NEW SIDEWALK CONNECTION. / / 4 1. 0 EXISTING PRIMARY CABINET TO REMAIN PHASE: 13. CONTRACTOR TO OBTAIN ALL PERMITS AND LICENSES REQUIRED FOR DEMOUTION AND DISPOSAL OF WORK SHOWN. Â· @ SAWCUT. REMOVE. AND DISPOSE OF EXISTING CURB CUT ENTRY AND ASSOCIATED CUR8 AND GUTTER j L ~ SHEET NO. . NOTE: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE - NOTE: PRIOR TO DEMOUnON, CONTRACTOR SHALL CONTACT CUFF THAT IRRIGATION FLOWS ARE NOT INTERRUPTED DURING REMOVAL AND CALL UTILITY NOTIFICATION TEDDER AT 970-577-3622 WITH THE TOWN OF ESTES PARK REPLACEMENT OF THE IRRIGATION UNE. REFERENCE ImLITY PLAN. CENTER OF COLORADO Cl.0 WATER DEPARTMENT TO SCHEDULE INSPECTION OF EXISTING 1-800-922-1987 FIXTURE UNIT VALUES SO THAT A CREDIT CAN BE ISSUED TO NOTE: CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF CALL 2-BUSINESS DAYS IN ADVANCE BEFORE OWNER. CONTRACTOR SHALL ALSO SALVAGE EXISTING 3/4" ALL EXISTING PAVEMENT, STRUCTURES, UnUTIES, mEES, YOU DIG. GRADE, OR EXCAVATE FOR THE WATER METER AND RETURN TO TOWN OF ESTES PARK WATER POSTS, AND OTHER APPURTENANCES WITHIN THE PROPERTY MARKING OF UNDERGROUND MEMBER UTIUTIES DEPARTMENT FOR A CREDIT ON THE NEW WATER METER. BOUNDARY, UNLESS THE ITEM IS SPECIAED TO REMAIN. Â· r SNOISIA3EI 31Â¥0 ON 13S llMh!3d 0108/El/D 13$ 1.IMHEId 03SIA38 OloZ/LZ/g 036# 38O1S 05'E 317.7') Pa'10â€¢9Â¥â€¢'AN,W 'ul '/J U.100'sn 3Alhl0 83MV31.S kl.1110Â¥3 ONI13Ad AVM33VS GRADING LEGEND 8-0005-00 lolo.0-7.30 ~ 01- -----24----- EXISTING CONTOUR Office x 24.00 EXISTING SPOT ELEVATION PROPOSED CONTOUR Copy 2 z .STS. = = EXISTING STORM SEWER TO REMAIN SAFEWAY 1-jul PROPOSED SPOT ELEVATION 1 1\ 12/ / '9 \\ W I XY ./.- m m Basts. m m EXISTING STORM SEWER TO BE REMOVED \ \ \\ 01%. / /- \ /1 \ . 1 \ \ \ \\ .Ill / / --I h Ih PROPOSED STORM SEWER / / / 0-- >/11 )/4 1 1 \\ \\ / I / JÂ£'-0~'99'46 ------------------------- ------- LIMITS OFCONSTRUCTION \\ - ./ ACCESSIBLE ROUTE 'e'.92**DON 6*Â·.9,1 \ j //LI / 1 / \ \ / I / / / yÂ«\ :1 # 0..-XN .9... 1 , .fith (-- - ./ / i 1 - 1@ f ~8028 <r-6-21 ; /y ! l . /lili \ \ \ 1 U.1 / / l 1 -- / GENERAL NOTES ./Ill' / ./ f \ -1 1 , , / 0 1 1 1. REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN, DRAWINGS AND SPECIFICATIONS SHOWING OTHERWISE / 1 1 ~ NOT WITHSTANDING. CONTRACTOR TO POINT OUT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO BID AND \ 1 Un / - 2 i /1 , \3 It / ./ STEAMER BRIVF .--- / \ \ , 1 , / \9. -- / // 1 1 1 \1 \ ' CONSTRUCTION. Â»h.'U' ....~E~~V ) LL : 3 12 000920 CWE BD/ f, 201( .2-Grac G ? 1 -MUU-922- I 96/ VZ-*Z- 14 7, /Â»./ 99- EROSION AND SEDIMERITATION CONTROL ,/ / PLAN FOR EROSJON' CONTROL BLANKET , / CALL 2-BUSINESS DAYS IN ADVANCE BEFORE 19/\ 17 REQUIREMEI*[S} / / YOU DIG, GRADE, OR EXCAVATE FOR THE / SEGMENTAL RETAINING WALL: PRELIMINARY SECTION MARKING OF UNDERGROUND MEMBER UTILITIES SCALE: 1 "=2' WOO'sniemolleBÂ· 3A1&10 8 .LS ONV Â£ AVMHOIH 'S'n 030540100 '>iblyd S31S3 9Â£98-011-Â£0â‚¬ 1 - ... . r<J.,~:-:*' A 0 0- 0 ~ . .=, 1 4 .A . . 1 . ..... -0 -1 0- , . 0 .. 1 0 1 ... . .. . D .,: ... 0 . ... ID :1 .. .... 1: 0 . .... 0 . . . 0. , 0 . ...0 . A A. 1 0 4 Le ... ...1 0:. 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SAFEWAY \ 0 10 20 20 WE Ict )1( 9 Sit, / / 7/J / , 1 1 - /0/ \9*,EX LC 1 1 El i IN U rc/ 411 X3 1/ EXISTING TO BE REMOVED - - -- . -I wn I- .~~~I~ W.- F-I-I.~U1I-- ,-%Il~-~.- I - 1 CURRENT CDOT STANDARDS CONTRACTOR SHALL PROVIDE COMPREHENSIVE TRAFFIC CONTROL PLAN ~ STORM SEWER INLET, SEE SHEET (3.0 FOR TYPE APPROVED - WHICH SHALL BE SUBMITTED TO AND APPROVED BY CDOT PRIOR TO 0 I. a. 1 PLAN X- --X- --X- - - EXISTING FENCE TO BE REMOVED Planning Department f-\ A EXISTING FIRE HYDRANT ANY WORK WITHIN CDOT RIGHT-OF-WAY. ~ WATER QUALITY OUTFALL STRUCTURE. SEE DETAILS, SHEET C3.1. Date: 9-2 -riD f N ff / u / u j 9 EXISTING MANHOLE ~ EXISTING RIP RAP TO REMAIN Approved-BY 1 4/ 1 UTILITY PEDESTAL .. ~ 6-FOOT CURB TRANSITION ZONE: CONTRACTOR SHALL TRANSITION CONCRETE CURB HEIGHT FROM 6" 1 ~~~:~9Â¤~Â¤~~~~~~~~~~~~:=Qk~ ~ ~*~-J TALL TO FLOWLINE ELEVATION OVER A 6-FOOT LENGTH. CONTRACTOR SHALL REPLACE ANY EXISTING PHASE: EXISTING INLET ASPHALT CURB THAT IS DAMAGED DURING CONSTRUCTION. 4 2 2 2 4 4 4 4 4 - A AVA A-AA- Av- A-Al AVA AIAA 10\1 - PROPOSED INLET 1 /~ <~ FIRE EXTINGUISHER (2-A:2OB~C) WITH CAJNJ JOUNTED A CANJPY~CAUL. VSUPPLJED~BY~SA~EV~Y,~) IRC 3*1 EXISTING PRIMARY CABINET - l INSTALLED BY G.C. SHEET NO. B r--V- V- vÂ· V . V V- V v v v' v V V v v v v v / PARKING COUNT / 1 CALL UTILITY NOTIFICATION 01.1 . Â£11 <~ REMOVE AND REL-OCATE EXISTING DELINEATOR POST AS SHOWN) FLARED END SECTION CENTER OF COLORADO - * PROPOSED MONUMENT SIGNS TO BE PERMITTED THROUGH 1-800-922-1987 J SEPARATE PROCESS BY SAFEWAY'S SIGN VENDOR CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE 4/ / 4 MARKING OF UNDERGROUND MEMBER UTILITIES 00Â¥80100 '>IMVd S31S3 VL/Ark \11\ 1\ A . D. . 0 -0--f...12.--,/4/- .A A 0 0 0 1 e.. . 0 :: . .NA-,--t e . ..... . e . ... 1 -0 0. 0 , 1 . 0,0 I - 4- 23 -t / ...9 - - . 7 mir . .1 1 1 G \A e e. 0 .. --- e. 0 - , , .. 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I . ..........~..... -t:.- 0 , 1 .........~.....0 ... 1 ---------------------- 0. . ... 0- 1. . . 0 -0 - 41 - ---- k a .2--0 0/ 1:0 /0 1 , I .. . .. e. . . -Al I I I ./ I i. I .... . 2 omce Received Date 20(0.06.03 Town of Estes Park copy Permit Number M- 00 Tb -to 101 i Received By ~V\ Application for Miscellaneous Permit Application Expires 1-170 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 2012- General Information & Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet.coin Permit Expires l-1.5' Job Address: 69-1 BIG 7--Ho,upsot AUE Owner Name: SAF?E. le AN-' (DAR FL oR 1 3 Phone: 303 -843-7554 Address: 47900 .SouTM 9056:MrrE_ 6-Â£*XE Â£ 031 AJ _ CO St)1/2 (Street) (City) (State) (Zip Code) Contractor/Applicant: ROCHEL CoNS-TE.OCTO ES Town License #: 73 1 Phone: 970-354-36(l Address: 3(01 7161- A,)F.Al O F GREELEY 40 90634 (Street) (City) (State) (Zip Code) O Long-term Residential e 30 days) Â¤ Short-term Residential (< 30 days) *'Commercial Â¤ Replace Furnace O Gas Line C ft.) Â¤ Replace Boiler O Replace Windows O Replace Hot Water Heater O Install Air Conditioning Â¤ Minor Plumbing S Temporary Structure Use OFFICE-/SToRAGE Â¤ Minor Remodel Time Period 9-/ -/0 723 /1-1-/0 O Fireplace Insert - circle one: Gas, Wood, Pellet; O Other Description of Work: FLACE.AAERT OF T-thapo#Ar--7 Ge.00'03 Awbo Al- 047=/CZ. Valuation (Total Cost of Material & Labor): $ 9 00.00 1 certify this application is true and correct and agree to perform the work describedaccording to plans/specifications submitted. reviewed and approved. and comply with local ordinances, state and federal laws as well as building codes, 1 certify that 1 have the propert> owner-s authority and permission to apply for this permit. Additionally. 1 tiNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. Note: The work authorized by this permit requires the building be provided with smoke alarms complying with munic~2~Lil~-gÂ« .~.E~~E~I~ print Name 401..ICâ‚¬ . td)t t.-Â¥-t ~v~AA)fO- *** Office Use Only *** Inspection Checklist: Il Address Posted 1 Equipment Access OT&P Il Smoke Detectors 0 Contractors Licensed m Equipment Listed Il Gas Pipe m Rough Inspection Il Permit Packet Available O Equipment Clearances Il Vent C Final Inspection O Safe Access O Pan and Drain D Combustion Air . Comments: ANC#oR i:ba. *lA A- viAÂ© 5 Permit Fee: 35.70 Census # Construction Type: Occupancy: 431 County Tax: 3. (00 Buildi71Offyial Date L k* 4. 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I 1 / I 1 .t*L.,9 '19-,9 uP , ' 1/ 1,9-,9 0( 0 t 1EEHG 911*110'1222 41 NOLLÂ¥/\272 :14 Nell*/\312 21' ld3O321 (T.0 -R.) NOT-Â©: MODEL, 520-LO SHORN. WINDOW LIGHT I N /\\ ~2-~.hi SITE LEGEND ~ / - - PROPERFY HOBOARY LINE -- -- ---- Aa,ACENT PROPERrY BOUNDARY UNE 1 /4 \ 1 ... %=1â‚¬ - - .Â«. STEAMER DRIVE '~ i-U.------/Â·------ EXISTING TO BE RE)Â»'ED - --i- PROPOSED NEW SAFEWAY - - - ------- - - PROPOSED CANOPÂ¥ . - -3>kcL 0 10 20 -2% -9 1 Â·Â·Â· ,Â·11 PROPOSED RETNNING WALL , U \ EXISTING TO REMAIN SCALE: 1-=20 Â£5Â°W -AE& 0Gf4tAL:t SURFACE -,f- - -X- - -g- - - EXIST!NG FENCE TO BE REMOVED ~ 94, A EXISTING ARE HYDRANT ..2/# a ..0 .....m# 0 9 EXiSTING MANHOLE NIS' 015'- <-S. |In-7.2-,x -6 0 UTILITY PEI)ESTAL 30* Â¥ d .Â· Â·Â· Â·Â· Â· . %Â· 0...... ~. * AN Â·-. Ef] EXISTING IN, ET m [m PROPOSED INLET -- --n ' 11'111~940\Â® ..._..... .=4-al.23/7 1:,3.L.Â· 2/ .,L:-:Â· Irk\ \ . 13 EER EXISTING PRIMARY CABINET 1-J,. 1 0 0 a U ~~ ~~~ ~ ~~ ~~~ ~ ~ ~J ~ 4 ~ PARKING COUNT ' 1 1 R50" ~zoÂ·AM ~----Lt\--53Â· El* D FIRED END SECION Le; I '56'- --~.- '81 1, PROPOSED MONUMENT SIGNS TO I PERMITTED THROUGH 1 &89-52'57-E 383.11' 9. ' 'W 72 22' SEPARATEE PROCESS EY SAFEWAr'S SIGN VENDOR (S89'55'E) 85Â· 1 9 9 [N89 'W 72.18'1' ~ SITE SCHEDULE 41. . / ~ ~ 454 % 97'-0- CANOPY (4.365 S.F.) 2 ~ - 7 2 @ 26'-C X 32'-0- KIOSK (848 5,3 6,) '35 - 2 R25 ~ MULTIPLE PRODUCT FUEL DISPENSER (TYP 8). SEE SITE DETAILS SHEET cia 2 Rk, ~ UNDERGROUND FUEL STORAGE TANKS (1. 30.OCO GAL REGULAR s (n 2 Ad 4 0 04Â· , UNLEADED AND 1- 30.000 GIL 2 COWPARTMENT PREUIUM UNLEADED/NESEU LU \ 4 <-RUO' 0 / Of / d , /4, (0 CANOPY COLUMN Crm 6) 1 /-1 TOT R60' .:.Lcf. .- - --~ / ' -'1 ~ TRASH ENCLOSURE. SEE SITE DETAILS SHEET el.2 ~ CONCRETE CURB (HEIGHT UAY VARY AS INDICATED ON GRADIG P[AN SHEEr (2.2). SEE SITE DETAILS Â· SHEET C42 FOR CATCH AND SPILL CURE WITH 1-0- WIDE GtiTTER. CONrRACTOR SHALL NOTE THAT ' ~ r~ = ~-~ , CURB TYPE UAY CHANGE - REFEN TO PAVING BID ACERNATO (EXHIBITS 1 & 21. /9, I . /'- SHALL NOTE THAT CURB IYPE WAY CHANGE - REFER -0 PIWING BED ALTERMJES (EXHINTS 1 & 23 LOT 1 @ 2- ' ~ ' - ~ CONCRETE CURB. SEE PmING PLAN. SHEET (4.0 FOR SIDEWALK AT 8UIL[}INC DETAL CONTRACTOR SILVER LANE STABLES ADD. \,r / \ 2 1 594 ACIFS 1 .7 ~ INTER,WLY ILLUMINATED CIWINEL LETTI -SAFEWAY- CANDI SiGN. / I .9 / ~ 2 69,440 SQUARE FEET 1 \4 \\\\ , 621 BIG THOMPSON AVE / 5...\94\ Â» .4 / ..gf .,/ '''0 Â® EXISTING HANDICAP RAMP TO REMAIN CONTRACTOR SHALL AVOID DAMAGE OR DISTURf,NCE 12 0) / i lou ./. WITH LOGO (TYP 3) 1.0 1 0 0 / , I -1/ \ 0 \\ ~~ ~ ~ -~ ,/ ,/6* c i (~ ADA COMP[JANT HAUP WITH DETECTABLE WARNING SIJRFACE, SEE S[rE DEâ„¢LS SHEET 42. rO *MP DURING CONSâ„¢UlrION OF NEW 510EWALK CONNECTION. 2 1 3#// U . . 1 71 ? 4 I Â·Â· ~ 9Â£ (BYT 'AS .,0.> 9101 7 / --7 z " (D OBSER,AnON WELL (rm 2) 5,3 . b. 1 /7 3/ ;,5 ~,/ O TANK INT RISERS .// 3 , , / 0 @ EMERGIFICY FUEL SHUT-OFF AND REQUIRED 9GNAGE MOUNTED oN UGHT POLE. 1 @ 'B 1 4,1 7 111 . 4 4 ~ GUAND POST (TYP), SEE SITE DETMLS SHEET (4. t. '11 j 1 : 5 d. S , / */ /* 41 1 /(~ COLOWN MOUNTED WINDOW WASH SER,fICE ASSE).mLY MOUNT TOWEL DISPENSING E 1 aw 2 6. 9 / . ' 4 0. I ' I ... I I / Â· OPERATING LEVER AT 48- ABOVE GRADE (TY') 4 + ~ TRASH RECEPÂ·FAILÂ£ AT FUELING AREA (TY; 31 0 ; 0 Â· -4<91) /// ~EMERGENCÂ¢ SHUT-OFF SWIrCH MOUNrED ON KIOSK â€ž22 9 -/ i: \ 3 -1.... â‚¬ m - 0 \ 41 e. 3 / , ..7 + , 1.6..ta ~ 8' X 18' VAN ACCESS@LE IMDICAP PARKING SPACE WITH 8' UNLOADING SPACE 2 ~- 1 / 1 â‚¬1' Wor / ,00 .//PROVIDE STRIPING AND SIGNICE PER ADA ANC) INS!. SEE SITE DETAILS SHEET Â¢4.2, b ~~~~ ~ 4 .515 , I I ~ LANOSCAPE AREA. REFERENCE LANDSCAPE PLAN LPT O & ~ AIR STATION WITH TRASH RECEPTACLE ON CONCRETE PAD. SEE SITE DETALS SHEET C4.1. (Di '021 i 4 $ 13> 0< 6 (41 e. .' '' â€¢'r / /1 /3 1> F' ~ D.ERGENCY (911) TELEPHONE IOUNIED TO ~ILDINC $ ~ POLE MOLINTED WEE LIGHT. SPEIFICAIONS. L.SI - PTHS-FI-,75-%-F-IT-RRZ PATRIOT LIGHT POLE R58' 2 / PULSE START LETAL HIUM LAMP. TYPE iv IESNA DISTRIBUTION. FILL CIr-OFF POLE FIXTURE REFER 2 3 < 2 / AITURE. 15-FOOT MAXI,RUM HEIGHT, DARK BRONZE POLE ANISH, 175 WATTS (,0.000 LUMENS). Â·/ TO Sn'E DETAILS SHEET (4.3 FOR -JUFACTURER CUT SHEETS. SEE AIR STATION DETAIL ON sITE â‚¬1 1 â‚¬ , , 'F - DET/ls SHEET Cia FOR UGHT POLE BASE DETAIL ~ 6- HIGH vERnCAL CONCRETE CURB WITH t'-6~ WIDEL GUTTER TO ATCH Ex,SliNG. SEE 40.31 2 V + '' - SITE DETAILS SHEET (4 2 FOR CATCH CURB WiTH GUTTER. PROVIDE ExPANSION JOINT BETWEEN PROJECT NO / ,/ 05;ING AND NEâ€¢ CURB. SEE SHEET 04.2 FOR EXPANSION JOINT DETâ€¢JL. SAF000920 i / 4 / . 2 ..9:/ 9 ~50 KIOSK # Â· / 7 e DUSDNC .â€¢SPHALT PAVEMENT TO BE SAWCUT, PATCHEACK TO NEW CONCRETEL GUTTER. SEE SITE DRAWN BY: I I ./ DETAILS SHEET (4.2 FOR ASPHAU PATCHEACK DETA,L. CWB '5 0 ./ R2' , a . I A -FF 2 M ii,5~ 2 05.7 9>/ 1 . -- 4 ,~ ~~ ~ ~ ,~kÂ· ,,Â·1 CHECKED RYÂ· 4&00 ~ 7 - 3 EXISTING TIW,SrORWER ON CONCRETE PAD TO REMAIN JCS I ...2'... . v/ #- O PARKING SPACES, DIhIENSIONS I NOTED DATE: 2, 0 FEBRUARY, 2010 '05 / Rs. 6 0 . SITE PLAN NOTES 20.0 CDO, mDIr-OF -E ALE NAME 0%9Â¥900, 0-% / ... / 1 13 - 1 Saf920_C- 1 1 -Site 1. AU WORK AND MATERIALS SHALL. COMPLY =711 ALL CITY/COUNrY 9 4 RAW / 5- 05.49/ : 1, REGULATIONS AND CODES AND O S.HA STANDARDS. ~ FUEUNG FAOUTY MONUMENT gGN. SEE SIE DETAILS SHEET M.2 FOR BASE AND FOOTE. 6 - / 1 ALL DIMENSIONS AND RADII ARE TO THE FACE OF CUR8 UNLESS ~ 8 THICK COIRETE SLAB MER UNDERGROUND FUEL STORAGE TANKS. SEE NTE DETAILS / / g./ ./. e M / . 4/ 0â„¢ERIBE NOTED. SHEET Ct.2 FOR TAM{ SLAB SECTION. LO (â€¢114 2 le. , , Â®14 0 , -- 3 ~ ~ING 'RE~OVAL 3. DUSTING STRUCTURES WITHIN CONSTRUCT,ON UITS ARE m BE ~ AN ACCESSIBLE SIGN, SEE SITE DETAILS SHEET (42 4.' ,Â·Â·Â· Anâ€¢NOONED, REMOVED oR RELOCATED AS NECESSNer. ALL COST 5HALL '' ImpE) ' .- / *IUM OF 70-0-- SEE SITE DETAILS SHEET /4.2 FOR SON FACE AND MOUN/NG OET// (SINCI E WHITE SHOULDER ,, i OE INCLUDED IN 8ASE 010. ~ STOP SIGN PER MC)ST RECENT VERSION OF MUTCD HOGHT TO BOTTOM OF LOWEST SIGN SHALL BE A .... ~ '~ OTHERWISE NOTED ON PLANS) INCLUDING aUT WT UITED 10, ALL 0 ASP,INT PAVING. CONTRACTOR SHALL NOTE THAT Pma,ENT TYPE WNCE - REFER TO PAVING Â· 4. CONTRITOR SHALL GE REWONSIaLE FOR ALL RDOCATIONS. (UNLESS 328 .,/r-\ 0 1*rs a 16 : 3 UnITIES. STORM ORAINAGE. SIGNS, TRAFFI SIGNALS & PO,fS. ETC AS BID ALTERBITES (EXHIBITS 1 & 2). SEE SITE DETAILS SHEET C4.1 FOR REQUeED ASPHALT PAVEMENT Â« - REQUIRED. AL WORK SIALL BE IN ACCORDANCE WITH GOVERNING AUâ„¢ORIES REQUIREMENTS AND PROJECT SITEâ€¢~RK SPECFICATIONS AND 3 < .9, . SWI BE APPRIED I SUCH. ALL COST S~â€¢U IE INCLUDED IN BASE ~ CONCRETE PAVING. CONTRACTOR SH,U NOTE THAT PAVEMENT TYPE WAY CHANGE - REFER TO PAKING 3, ' - BID. 810 ALTERIATES (EXHIBITS 2 I 2) SEE SITE DEâ„¢LS SHEEr 4 1 FOR REQURED CONCRETE PmEMENT SECTION. O u 4 :2' 1?30' :I'' Â·* . 4 . -*71 / 5. SITE BOU,ilARY. TOPOGR,Plrf. UnLITY AND ROAD INFORMATION MEN E ~ ,/ ~/ ~/ -7. Â·Â· FROM A SURID EY VAN HORN ENGINEERING. A REGISTERED LAND (~ PINTED PEDESTRIAN CROSSWALK PER MUTCD (TRAFFiC m,ITE). WIDTH SHALL BE 5' WIDE, UNLESS ~ l - 1- Tue, / SUWVENOR. . , ...IDâ‚¬'.SP ..7., h ~ ~ OFFICE- g CA . 2 END DOUBUEE YS[OW ~4 ~ SEGIENT,1 RETANING WALL CONTRACTOR SHALL REFER TO PRELÂ»,1,Wr, SEGMENTAL RET/4,ING WAil , 9 0+30.5. W L le SOUO UNE NOTES ON SHEET C2 2 STRIPING 4- WIDE EACH / 4 - ~ DETENTION POND AREA. REFERENCE GRADING PLAN, SHEET O.2. cio ~TA 0+25. sT Â· c imlee,i.ROEhaL-blaIE: ~ 8' IDE CONCRETE CROSSPAN. SEE SITE DETALS SHEET C4.2. / BEGIN STRIPING .;57 ,-ADD REFLECTNE WHITE 5 REMOVAL (SINGUE ., g /A WHITE SHOULDER STRIPE) / TURN LANE - USE 'RROW CONTRACTOR SHALL USE ABRASME BLASTING. GRINOING. OR OTHER ~ CHANNELIZING ISLIND FOR 3/4 TRAFFIC #ovEMENT. PER CURRENr coor wETHOD ACCEFLABLE TO CDOT FOR *rr STRIPING REMOVAL ~2 ~~4,11Â£ FAIN , 0 EXISING IRRIGATION PASS THROUGH 1-*IDLE WTH RING A- COVER TO REI- SHEET TITLE CONTRACTOR SHALL TAKE CARE THAT Il~TERIAL FROM STRIPING ~ 4 -INCH WHICK CONCRENE SIDEWALK Ar ]NOICATED WIDTH WITH FlaERIESH REINFORCING. FOR SIDEWALK AT BUILDING, SEE SHEET C4.0 FOR SIDEWALK AT BULDING DETAR_ MAXIMUk CROSS SLOPE SHALL BE BEGIN DOUBLE YELLOW , - .i REMOVAL IS SWEPT OR REMOVED FROM COOT RIGHT-OF-WAY. , 8% UNLESS OTHERWISE INDICATU) , SOUD LINE / . . exub /5/ /7 9. / . ~ EXEDNG ASPHALT PAVEMENT ANO CURI AND GUTTER $ BE SAWCUT ANO REIOVED FOR INSTALLATION '- ~ AND CONNECTION OF PROPOSED SINITARY SEWER FORCE -N. REMACE ASPHALF PÂ»NING PER / ./' 4 ~ ~k---2---*1 VEUCt,VE -TE ,-~ Ily//23*/DEOL/5/a/ ASPHALT PATCHBACK DEJAIL ON ITE DEâ„¢LS SHEET (41 REPLâ€¢CE CURS AND GUITER TO MATCH SITE EXITING. PROVIE EXPANSION JOINT BETWEEN EXISTING AND NEW CURS. CONTI?ACTOR <,HALL PLAN CONTRACTOR SlÂ·kL PROVIDE COMPREHENSIVE TRAFFIC CONTROL PlAN COORDINATE TIMING OF PAMEMENT ANO CURB REPLACEMENT WIâ„¢ LIFT STATION INSTALLER. WHICH SHALL BEE SUBMITTED TO AND APPROVED BY CDOT PRIOR TO Ale 'NORK wmat CDOT BOHr-OF-*AN. ~ NO LEFT TURN (18-2) SIGN PER MOST RECENT VERSION Of' MUTCD HOGHT 70 80TTOM OF LOWEST : ./OX./. ;. SIGN SHAL BE A MIN,Mul OF 7 -0 SEE ME DETRLS SHEET 04 2 FOR SIGN FACE AND MOUNTING DETAILS. 1, 2 / 0â€¢' f// / A Â£ i E e PEDESTRIAN CROSSING SIGN (Wl,-2) SIGN PER MOST RECENT VERSION Of MUTCD. HEIGHT TO FACE AND MOUNTING DETAILS. PHASE: BOTTOM OF LOVEST SIGN SHALL BE MINIMUM OF 7'-0-. SEE SITE BET/LS SHEET C4 2 FOR SIGN ' I. -*--. 3 4 6 / I / '/' ~ MONOLIT}OC COBIRETE CURB (HOGHY â€¢AY VARY AS INDICATED ON GRADINC PIAN - SHEET C.21 , i P SEE SITE DErAILS SHEET C4.1 FOR MONOLITHIC CURB DETAIL CONTRACTOR SHA[l NolE â„¢AT CURB / , .PE 'Al CHANGE - REFER TO PmING END ALTIF,~TIES (EXHIG,TS 1 & 23. SHEET NO. CALL UTILITY NOTIFICATION Cl.1 /'~ 0 STORM SEWER /NLET, SEE SHEET C.3.0 FOR TrPE / â€¢ ~ WATER QUALITY OUTFALL STRUCTURE. SEE DETAILS, SHEET C.3.1. CENTER OF COLORADO 1 -800-922-1987 ~ EASING RIP RAP TO REWN 2~~ + /2 - + 31 CALL 2-BUSINESS DAYS IN ADVANCE 80-ORE ~ CUR8 TRANS,nON ZONE: CONTRACTOR SHALL T,PER CONCRETE CURB .1/ENSIONS (HEIGHT AND ./.0 ' ~ YOU DIG, GRADE, OR EXCVATE FOR THE TO MATCH EXISINC ASPHALT CURe OVER A 2-FOOT LENGTH. CONTRACTOR SHALL REPLACE ANY 1 WARKING OF UNDERGROUND MEMBER Unlm ES ASPHALT CURB THAT G DAWOED DURING CURI CONSTRUCiON. 135 Ltrlyld 03SIA]I OLOZ/EZ/9 016# 3301S 13; llâ€¢Â¥33 0102/21/+ 31Â¥0 ON t.1 1 2.>~m Buu@au,6,3 'mnts 00' mIng,gâ„¢led 010 00Â£9 ]Alhla Â£3mj.LS NV K AVMHOIH 'S n Ailll0Â¥3 9NI13n3 AVM33VS ofnce Received Date ZO/O,01. I Co Town of Estes Park CoPy Permit Number M , 0103-(o Received By Owl Commercial Application / Building Permit 2-01\ Department of Building Safety 170 MaeGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires ~ - 2.0 General Information and Inspection Line (970) 577-3731 1 FAX (970) 586-0249 I www.estesnet.corn 20 (-1.. Note: Use this form for Non-residential and Mixed-use Buildings Permit Expires 3-19 Job Address: 6 2/ Bl & 1-40 w.ps eN Avf Lot Size: sf/ac Lot: Block: Subdivision: / 9 (DS-Sk - 519 1-05 R-rl parcel #: 2 5-19 3 - 00 -09 Owner Name: 6 4 4-ab 6-114-45 44, II.c Phone: (3036 993 -7S-S--7 Address: 1 371 64%144:3 ~3141), Sunte *â€¢6 63-\â€¢,u,-Clteel< CA- 995-94- (Street) (City) (State) (Zip Code) Contractor: / OU,43 ElE (44.14 Gl,A'CO Town License #: /31 5- Phone: 63033 375--9933 Address: 3170 3-6\,e-r Sm. ileÂ»,Jet- Co 881-89 (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: ONew Building Â¤Alteration liddition Buildine Ljse(s) 1Â·ire Alarm S> stem:~a'No O Yes: Igi~tine %#704â‚¬ 5 Proposed: 645 FuÂ·el 5-r*ne .0 Fire Suppression System: 40;No Â¤ Yes: Seuer: Â¤ 1.stes Park Sanitation O Upper Ihompson Sanitation O Private Septic- Requires Applicant to first go to the I lealth Department. Plumbine Imohed:RNo C Yes -State and Town Licenses Required: Plumbine Fixture ll'ork.Â·heet Required. 1 i\tures: Â¤ Add O Relocate Il Replace m Demolish \Uter Senice: ~:Aisting El New - # of Meters: Meter Size: inches Electrie Involved: []No,%Yes- State & loun License Required. State Permit and Inspection Required. Service: MExisting CINeu: O Overhead O Underground: # of Meters: Meter Size: amps: Temp Meter: O No m Yes Tvpe of Heal: Il lilectric M~ A O Boiler 1 >pe: E Natural Gas El I .PG # of Gas Appliances / Outlets: 0 Gas O Furnace Fuel Gas Imohed:'RNO O Yes-Qualifications and System Sizing Required. Building # 1.loots Basement (sf) 1" Floor (st) 2"d Floor (sf) Garage / Carpopt (st) Pot-ch u / Rogt Deck 8/0 Rogl Height: \5'1" Ft. f Fill / Fill / Attached / (st) ~ (sh ~ l 1 n ii ii ~~ [Infin)... Unfin w) Detached" Job Description: . g Mofiu-pwr- (Low,) 5 i44 Total M.atuattrrns-TE555FIMatecials) Fbuuetrl 04 FÂ©,f- Ffl64 5-râ€¢<UO, â€¢44 POLE- 5'1Â£4 Ki vt{L. 00 2) I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved. and complyÂ· uith local ordinances. state and fuderal laws as wellas building codes. 1 certil> thallhave the propert>Â·ouner's authority and permission to apply for this pennit. Additionall>. I tiNDERNIAND rl'HArl I :11] RESPONSIUMÂ¢Â¥774 \03 FEES OR EXPENSEN IN< 1 RRED FOIt PLAN REVIEW, PERMI IS, INSPECTIONS AND ()lili<R FEES ANNOCIATED U'I Ill Till~.11'~AC'A I loY Dc:hlt JI Owner Â¤ Owner's Agent Â¤ Tenant Signature L< V t-}r /, Orint Name V â‚¬0 C, L u c /4 /X *** Office Use Only *** Â£'thi- fmt*,4- Â¥iâ€¢+UÂ£6 4 ClasED -pjl-*4 .M Job Description: Application Information (Maâ‚¬) 5-OUA-er-LAvt.<AL- c Bly-rnti A-,r-70# Fb/L Approved Disapproved Fees 64#51Â»~â€¢40#44 4-- Mo.A,#MA/(,icr S~â€¢A Public Works Applicable Type of Occupancy Class(es): Water Code(s): Construction: 100 3 I Bc_ 4 /3 .1/A 5/461 Light & Power Occupant Load(s): Floor Load(s): Roof Load: f 408,4- Planning / Variances: 0% 6Â»29 ser.AE) 105 vvifh 3 5<21- gu-9~~-Are Department $4 fo 1 u 4, c_ Building U i. 1.15 Setbacks FfenÂ¢. iver 0 / Alu F-~~~~09~1 W At Plan Re, ie,0 Zoning Hazards Census # County Tax /&.8% C el--Eldfire Flood Al-06-44- Cert*ftr:,tro+0eet'llaller r 1 798. a, 06,4- Ve 5- 9-2-1-/O + 11,6./05 (' \lJsers\AS[JhM.aptop\AppData\Local\Microsoft\Windous\Temporan' Internet Files\Content.Outlook\1 LOTURWS\Commercial Building Permit.doc Revised 9/8/2010 - CB 9/9/2010 3:48 PM Structural Engineering Safeway 621 Big Thompson Ave. Estes Park, CO Freestanding two column sign, 15'-1" OAH 3 General Structural Notes: Governing Building Code: IBC 2006 Dead: 15 psf Live: N/A psf Snow: N/A psf, flat roof Wind: Basic wind speed = 105 mph, 3 second gust Exposure = C, urban, suburban Importance Factor = 1.0 Seismic: < Wind Index to Calculations: Title 1 Column Design 2 Footing Design 3 Drawing 4 00 REG/Sh ~1 YESCO. i ( 278 - Corporate Engineering 2401 Foothill Dr 1 1... Salt Lake City, UT 84109 8/0 A 1%4///1,171 '11 J 2 801-464-4600 Sign Engineering 4.0 (C) 2007 Young Electric Sign Company 4 U YESCO,Engineering JOB NAME SAFEWAY DATF 9/9/10 RY BJ LOCATION 621 BIG THOMPSON AVE., ESTES PARK, CO SHT__1_ OF4 2401 FOOTHILL DR, SALT LAKE CITY, UT 84109 PHONE: 801.464.4600 WWW.YESCO.COM V:\Engineering\Sateway Estes Park CO.dwg Ful'111111'luh'. 1 0 29.,sek.it # A...;*,321'idA;2%31> 4.0 3 i ( 27864 j v %*... I , -08/0 A \ 10'-0" i - L --------- ---1 j - -- /0 1 1 R Â·Â· i j. 5 4 L.' 1 0 *#17: t.......,41*Â·~ 0 w 9: f 4,1111 k ?29..94...T:*,LA-- i- 60{1% REGUirtes 18596 c~-164 5 :1 #:i, Â·1 9â€¢AEÂ·4. ~21;Â·.idtÂ·~Â·. 4:t FrAnÂ· Â· 1 1 5,1 . (2) PIPES 6" STD. SCH. 40 A53B STEEL OR EQUIVALENT -S, 7~, -11-111-111-111 i A CONCRETE FOOTING 4 9=TIMmif 4 ..f*fÂ®it fc = 2500 PSI AT 28 DAYS MIN. I-, 4 d~ .1 90[ , . =fi:=U.myfÂ· POUR AGAINST UNDISTURBED r n iII h SOILS 9 ALTERNATE FOOTING h 3" .h k 2\ 3'-6" SQ. T -. - ELEVATION SCALE: 1/4" = 1'-0" . U YESCOEngineering JOB NAME SAFEWAY DATF 9/9/10 BY BJ 2401 FOOTHILL DR, SALT LAKE CITY, UT 84109 LOCATION 621 BIG THOMPSON AVE., ESTES PARK, CO SHT__4 oF 4 PHONE: 801.464.4600 WWW.YESCO.COM V \Engineering\Safeway Estes Park CO.dwg ~U,~111111,/,m,44* 0,00*99.!19/4% f #tew J6432% f i 27864 # :tv k . . At 41..., n ..Â·WALo 1*. 3'-8" ; 1 1 * 11 Â· /Â· Â·. K 4 . . S.D. K. h t T PIPE 2" STD. SCH. 40 2 0123 r A538 STEEL. A h 1 1 (2044 di vot-5 i u. (40 G 'Â«. 5 5 I 18.50&.erld 43 Eli 'Ell 1- 4. I ..Â· NeIll-1 CONCRETE FOOTING * 'Â·..d Eli lEi 11 11-1119- fc = 2500 PSI AT 28 DAYS MIN. ... ..â€¢ El 1120/ POUR AGAINST UNDISTURBED SOILS 4 ... r Elll 9., ,~6 1 17 d - 44- 8 ~ 77 4 .1 ALTERNATE FOOTING: 9 3" 7 2' X 2' X 2'-9" DEEP - A 3-1 2'-0"0 1 - . -1 ELEVATION SCALE: 1/2" = 1'-0" . N 1 / 1 \1 SITE LEGEND < \ -- - - PROPERTY ROUNOAFN I INF /4 , \\ ./---K - - - - - ADJACINT PROPERTY BOUNIW?Â¢ IN[ 1 \\\\ %---fc-2- -- PROPOSI-1} Nt W SAFEWAY -PIX> ----------- PROPOSED CAN[li 20 f\\L . - ~ j ~~~~ 1 1 PROPOSED RETAINING WALL EXISnNG 10 REMNN SCALE: f-20' ~ - ~ ASPH~LT SURFACE STEAMER DRIVE er...14 y- 0 0 - ---- --- ExISTING TO BE R[MOVED - EXISTING FENCE TO BE REIOVEO A EXISTÂ»~G FIRE I.r,DRAN41 .96~ /1 .G (~' t~~ EXImING 6-dHOU 7'1 1 \ -----.----2 \ \ \ ---44- Rls RE+ 8 MliTY PEDESTAL i ~ 1Â· 30' 3. . .. ,.. *'T 94 2-1 EXIWING INL IT 24%4 t\ mgo 1- -~ik, ~/ ..9 ---- PROPOSED INIET L- -lilli ; 831 - ) .r/ ----1 4 1 3 1 Â· Â·~ pt/* EXISTING PRIAIRY CABINET i. 1% v. 1~ 1 Â® P'ARKING COUNT R50Â· 820-' 411 6/ 6, 0 r'~__225Â· FIRED END SECTIOh 2.6 R25*1 \9 â€¢ PROPOSED MONUIDI SIGNS To BE PERMITTED THROUGH - 1-4- *F-9' ' "W 7236' -rE..T7~ S89*5257~E 383.11' 2 SEPARATE PROCESS BY SAFEWAY'S SIGN IENDOR (S89'55'E) 3=2- 1|~ ~~ [N8994 6"W 72,18'1 ~~.~>' SITE SCHEDULE A "OjauvuÂ»,-r.~0, J , N Ry 9- 1 7 ~ qr O 26'-6- X 32'-0* KIOSE (848 S.f} Â»33Â· i' 0 ~ 450-0- X 97'-4 CANOPY (4,365 S.F.) 55 ~ IUUIPLE PRODUCT FUEL DISPENSER (rm 6). SEE SIE DETAILS SHEET C4 1 in - e hiq .... 4 e UNLEADED AND 1 - 30,000 0â€¢,L 2 COMPAN-â€¢EN, PREUIUM UNLIDED/DIESEL) UJ ~ INDrRGROUND rgf-1 STORAGF TANKS (1- 10.000 GAL REWHAR S, W /6,4 1 w,Â·4/4 - ~ TRASH ENCLOSURE. SEE SITE DEFAILS SHEET 0.2 @ CANOPY COLUMN (TYP G) Â·10 ..t R60'/ 1,-= 30. Â· Â® CONCRETE CURB (HEJGHT MAY VARY AS INDICATED ON GRADING PWI SHEET Q.21 SEE SITE DET/LS n .1 ep, / 4 CURB IM RNCE - ROW TO PA-C WID ALIERNAYES (EXHIBffS 1 4 2) ~2 3/ SHEET 04.2 FOR C,JCH AND SPILL CURB WITH 1'-Or WIDE CUrIER. CONTRACTOR SHALL tar INAT LOT 1 U2 *j ~ \39 \ 0 0.. 05/ ~ CONCRET[ CURB, M PWINC PUN, SHEET (4.0 FOR SIDEWALK AT BUILDING DETAL. CONT,aCTOR Q SILVER LANE STABLES ADD, ~~ \ 4- Â® SHALL NOTI 716,1 CURB M MAY IMUJIL - REFER 10 PA-G 010 411*MES (ExHIBITS i & 23. 1.594 ACRES O 69.440 SOUIRE FECT 64-1' j \ . / Z â‚¬~ 2 Rk 4 '4 9%72 @ =mrm,â€¢â€žPe#91%"91... 4 /: A, / 12 \ Â» / / 3*. ~ EXISTING HW,DICAP RAMP 0 REWAIN. CONTRACTOR SHALL AVOD INA,AGE OP DIrum,ANCE ' TO RAMP DURING CONSâ„¢UCTION OF NEW SIDEWALK CONNECTION. ~ AN COWPLIANT R//P WITH DnECTABLF WARNING SURFACE. SEE SITF DETAINS SHEFT C4 2 4% : ~ DISERVAnON WELL (1'fP 2) r */ L,- (f '23 ~3) \ (2,> Rlo' 7 / 4/ 0 TANK VENT MERS A 5 ./ ./0 / r ./ 1.1 \ ~ Ek(ERGENCÂ¥ FUEL SHUT-08 AND REOUIHED SIGNAGE MOUNTED ON UCH[ M 1 1. R. 1 0 1 ./ gf-@69 I.LA fi , / 1 0 GUARD POST (IP). SEE S[TE DE,AILS SIEIT (4 1. 6 4 4 503 . A 2 R2', 1 4 ,~ , OPERATING LIVER AT 48 ImIE GRADE (rÂ¥'P) @ COLUMN UOUNTED WINDOW WASH SERVICE ASSEMBLY. MOUNT TOWEL DISPENSING d / SE 1 1 â€¢ 4' ~~~ / 1 - 0 TRASH RECEPTACLE / FLEUNG ARIA OYP 3) â‚¬ . 4?) ''' 29' I R i 44\3,2 / 34* Â® EMERGENCY SHIT-OFF SWITCH MOUNTED ON KIOSK 0 \ , 2 \/ 1.11 // Â· / 8 8' X 18' VAN ACCESSIBLE ,WIDICAP PARKING SPACE WITH 8' UNLÂ®ING SPACE ' V / 14 , : 9 : 105~~~~~/ 514651,0Â©C 0410 &15 t:12; , PROMIE STRIPING *D BONAGE PER ADA AND ANSI. SEE SITE DZ/LS SHEET Câ€¢ 2 ~ LANOSCApt AREA, REF[Il[NCE lANDSCAPE PWI LM.O. Cne//1 1 W.,6 *. ~,~'~' ~ AIR SWiON WITH TRASH RECEPTACLE ON CONCRETE PAD. SEE SITE DETAILS SHEET (4,1. 8 1 qi â‚¬9 * EMERGENCY (911) TELEPHONE WOUNTED To BUILDING ~ //~ , '58 / (~ POLE MOUNTED SKE LIGHT SPECIFICATIONS: LSI - PTHS-FT-175-k,H-F-WT-BRZ PATRIOT LIGHT POLE 2 PULSE START METAL HALID[ LAUP. TYPE / I[SNA DISTRIBUTION. FULL CUT-Orr POLE FIXTURE REFER FIXTURE. 15-FOOT WAXÂ».IUM HEIG}'I~. DARK BRONZE POLE FINISH. 175 WATTS (16.000 LUMENS). b. 70 SITE DEâ„¢Ls SHEET 04 3 FOR MANUFACTURER CUT SHEETS. SEE AIR STATION DCAIL ON SITE I'rÂ·O' ' 0 / Â· DETILS SHECT M.1 FOR UGHT POLE BASE DETAIL 40.3' : 1 *-2 04*%11%4 -,- 24 / / ~ 6- HIGH VERTICAL CONCRETE CURB WIâ„¢ 1'-C WIDE GUTTER TO MATCH EXISTING SEE SITE DETALS SHEET (4.2 FOR CATCH CURB WITH GuTTER PROVIDE ExpÂ·ANSION JOINT BE,Â·W[EN PROJECI NO. EXIWING AND NEW CURB. SEE SHE:ET Cl. 2 FOR EXPANSION JOINT DEâ„¢t. ' / SA.000920 250 KIOSK e (~ EX}STING ASPHALI PI,DIENT TO BE W,CUT. PATCHBACK TO NEW CONCRETE GUTTER. SEE SI ' CHECKED BYÂ· R2- DRAWN BY: .Â· ri DETAJLS :iHEE'I 04.2 FOR ASINT NU CK DETA,t.. cwe 4 9// @ DISTING TRANSfNER ON CONCETE PO TO RDA/N JCS Flih . ' '101 4 4352 / e PARKNG SPACES. DIMENSIONS AS NOTED WEÂ· 82' Â· 55'. ~1 't. 4 , p. f%-4<7 t;04. ~ /'' SITE PLAN NOTES Â® EXISTING CDOI RIGHI-OF-WAY UNE 1 FILE la~01920_C- 1.1 -Sile 1 FEBRUARY, 2010 % 4 6,4 k . 09015%, / RI' REGULAIKONS *10 CODES AND O.S M. STANDARDS 1 All ~Â¥ORK AND kt.TE~S SHIL COMAY MTH Al Eli/WINR * Â® rk.Â£ 1,Â£.m ~2*~~~~MI oct.Is s,lu co r, Id *- Foll./ 4 / / 2 ALL DIMENSIONS AND RADU ARf TO THL FACE OF CURB UNLESS Â®8Â· IHICK CONCRETE St.4 AER UNDERGROUND FUEL STORAGE TANKS. SEE STE DITAIS 8/ , 111 4 11. I. R,50 1,-' .u OIHERISE NOTED. SHEET /2 FOR TANK SLAB SECTION. STA 1 + 00. 51' L 3. EXISTING STRUCTURES WITHIN CONSTRUCTON UMITS ARE TO BE (~ ADA ACCIORLF SIGN. SEE SITE DETAILS SH[rr 04.7. / 0 '' / , 3 END STRIPING REMOVAI. . (SINCIE FRE IDI/R / ABANDONED, REMOVED OR RELOCATED AS NECESSARY A.L C05Â¥ SMALL 8â€¢4 - STRIPE) BE INCLUDED IN BI[ BID. @ STOP SIGN PER MOST RECENT VERSION O, worCD HEIGHT m BOr) O, UWES, SIGN SHALL BE A , MINIMUM OF 7-0-Â· SEE SITE DETAILS SHEET C4.2 FOR SIGN FACE AND MOUNTING DEIAns. , ./ 4. CONFREION SHALL W ReiPONSIBLE FOR ALL RELOCA110NS. (UNLESS 33 & 4 2.2 16' ,/' . * / OTHERWISE NOTED o N PLANS) INCLUDING BUT NOT WAITED TO. ALL ~ ASPILT PIWI CONTRACIOR SHILL NOTE THIT PIMENENT rrPE â€¢Im CHANGE - REFER TO PmING 01[) ATERNAUES (EX}inBITS t a 2). SEE SITE DETAU SHEET 04 1 FOR REQUIRED ASPHALT pika,ENT , 'RtÂ· 3 UTILITIES. STORM DRINAGE. SIGNS, IRAFFÂ·IC SIGNALS & POLES. ETC. AS ..0. O -- < , Â· ~ REQUIRED. ALL WORK SHAU BE IN *ORDANCE WITH GOVERNING CN AUâ„¢OR,TIES REQUIREMENTS AND PROJECT SITEWORK SPECIFI~TIONS AND :. R, 2' - 3 - ' / SHALL BE ADPROVED / SUCH ALL COST Sllâ€¢11 BE INCLUDED IN BASE (~ CONCRETE P/#ING. CON'mACTOR SIAL NOTE T,UY! PAV[MENT TYPE MAY CINGE - REr[R TO PIPING CD DIC) ALTERNATES (EXHIANS 1 & 2). S[Â£ S TE DETAILS SHEET (4 1 FOR REQUIRED CONCRETE Mt= PAVEMENT SECnON. / 5. Sll BOUNDARY. TOPOG#PHY, UTUrf AND ROAD INFORMATON TAKEN - . '' / rROMA SURVEY EN VAN ~ORN ENGINEME. A REGISTERED LAND Â® PAINTED PED[STRIAN CROSSAK PER MUTCO (TRAFFIC WHITE) WIOâ„¢ SHALL BE 5' W.O[. UNLESS L.-1 LU -1 . ., :. 4 :SURVEYOR. OTHERWISE INDICATED. D al L O 19 0- (~ DETENTION POND AlkA REFERENCE GRADING PLAN. SAEET (22. H- 0 1 3 ''' 2 ' Â® SEGUENTAL REâ„¢NING WALL. CONTRAC;OR SHALL REFER 10 PREUMIZARY SEGMENTAL RETAINING WALL W STA 0+30.5. 14' L / 0 12 IND DOUBLE ALLOW >C NO <5 ON SHEET H 2 1 \ SOLID UNE , U,1 r- 51*Mil 4 W'DE EACH STA 0+25. 51' L SIBIE!!ba..~ ~ 8' â€¢DIE CONCRF W CROSSPAN. SFF 9-i OFTIAS SHF Câ€¢ 2 BEGIN STRIPING ~ REMOVAL (SINGLE ,--ADD REFUCTNE WH,TE \ '. 4 WH.rE SHOULDER STRIPE) TURN LAN[ - USE ARROW CONTRACTOR St'kt. USE ABRASIVE BlASTING GRINDING OR OTHER ~ OINNELIZING IS,NO FOR 3/4 TRAFFIC MOVCMENT. U . / , PER CUR,tkNr C001 METHOD ACCEPTABLE TO COOT FOR ANY STRPING REÂ»NAL 5TANDARD5 ~ 4-Â·INCH THICK CONCRUE SIDEWALK IT INDICATED MDTH WTH ABERWESH REINFORONG FOR SIDEWALK 11 CONTRACTOR SHALL TAKE CARE THAT MATERiAL FROM STRIPING Â£ BIJILDÂ»JG, SEE SHEET C4.0 FOR S,EWALK AT BUILDING DETAIL MUUÂ·IUM CROSS SLOPE SlIALL BE 1 \ V . / ....,3:5.,;.//.~r &N +22,81;' kiLOW &0110 LINE , ~ REMOVAL G SWEPT OR REMOID FROM CDOT RIGHT-Of-WAY. 1 8% UNLESS OTHERWISE INDICATED STRPING â€¢- WI. f./H-- / ~ ~~-~/g -~7 ~ EXIS'11,40 IRRICA1,014 PASS tHROUCH URNHOLE WITH RING AND COVER 10 REUAIN SHEET TITLE ~-- ---~iÂ·RE ~LIET~SÂ£~ ~ EXISTING ASPHALT PAVEMENG AND CURB AND GUTTER TO BE SAMUT AND REMOVED FOR INSTAI.LATION PLAN AND CONNECTION OF PROPOSED SAF~TARY SEâ€¢Â¥ER FORCE MAIN. REPLACE ASPHALT PAVING PER ASPHALT pATCHBACK DETAIL ON SITE DETAILS SHEET (4.2. REPLACE CURB AND GUTTER To MATC,1 SITE v ' CURRENT CDOT STAN/RDS EXISTING. PROVIDE EXPANSION JOINT BITIKEN EXISTING AN[) NEW CURB. CONTRACTOR SHI.1 CONTRACTOR SHALL PROVIDE COMPRDâ‚¬NSNE TRAFFIC CONTROL PLAN COORDINAYE TIMING OF RWEMENT AND CURB REPLACEMENT WITH UF-1 STAION INSTALLER I !1 , ~><dj .~ OETULS SIGN SHALL BE A kÂ«NIMUM OF 7'4 5EE Srl DETAILS SHEET Cd.2 FOR SIGN FACE AND IOUNTING WHICH SHALL BE SUBWITTED TO AND APPROVED BY CDOT PRIOR TO ANY WORK WITHIN CDOT R]GHT-Of-WAY. (~ NO LEFT TURN (R3-2) SIGN PER MOST RECENT VERSION OF MUTCD. HEAHT TO BOTTON OF LOWEST .. / ..e'/'t34/ I 0, '~ rl~ 43 8 PEDESTRWN CROSSING SeN (.11-2) SIGN PER WOS, RECENT VERSION OF Mulcu. Hooll, 10 ; BOTTOW OF LOWEST 90,4 SHALL BE *IND,VI OF 7'-0~. SEE SITE DETAILS SHEET (4.2 FOR 9GN J / ACE AND MOUNTING DET LS PHASE: /2====442 I SEE SITE DETAAS SHEET Ct.1 FOR MONO.IHIC CURB DETAIL. CONfRACTOR Slpa NOTE TMT CURB ~ CALL lJTILITY NOTIFICATION 01.1 I ./*3.2 0 /,5/ 1YPE MY CHANGE - REFER TO PAING BID ILXRNATES (EXHIMS 1 & 73. SHEET NO. ~ VOWM SEWER n.,L}l, SER SHEET 00 FOR TYPE 1 . (~ MONOLITHIC CONCRETE CURB (HEIGHT W VARY AS INOCATED ON Glm,PI 01.,,N - SH[.El Cl.2) & CENTER OF COLORADO ... / 4 n A 1-800-922-1987 (~) EXEn NG RIF RAP TI) REMIN ~ WATER OUNÂ» OUTFAL. StRUCTURE. SEE DETILS, 9,0 0.1 /1 01.1 7 -RUSINESS DAYS N ADVANCE BEFORE (~ CURB TRINS/ON ZONE: CONTRACTOR SHALL TAPER CONCRETE CURB DIMENSIONS (HEIGHT AND IR) \/ / 1 , / - YOU DIG, GRADE. OR EXCAMATE FOR THE TO UATCH EXISTINC ASPHALT CURB OVER A 2 -FOOT LENGTH. CONTRACJOR SHAU REPLACE ANY , ~ Â· MARKING OF UNDERGROUND MEUBER UILIIES ASPHALT CURB TIÂ·W IS MWOED OUBNO CURB COâ€¢15fRUCDON. 136 1[Aind 0]S!,9& Otoz/~2/g 1 al 0,02/LI/, ~100'04'17"E 17.60 AlllI0V3 9Nll AVM33VS 3A1@0 83MÂ¥31S NÂ¥ + AVMHOIH 'SNA 00Â¥80103 '>IMV 4. tolo .il. 5 0.%410 COLORADO DEPARTMENT OF TRANSPORTATION UTILITY PERMIT PERMITrEE APPLICANT DEPARTMENT USE ONLY Name: Safeway, Inc. Galloway & Company, Inc. Date Issued 7/28/2010 Dan Flori Brandon Alley Permit# 4100196-U Milcpost Address: 6900 South Yosemite 5300 DTC Parkway S.IL# 34A 62.75 L Englewood, CO 80112-1412 Suite 100 Region 04 Greenwood Village, CO 80111 Section 01 Telephone: (303) 843-7554 (303) 770-8884 Patrol 7- Bob Parrish NOTICE TO PERMITTEE: For underground facility locatiom information, contact the Utility Notification Center of Colorado (UNCC). Pursuant to 9-1.5-103 CAR you shall noÂ¢ make or begin excavation without fint notifying the UNCC and if necemry, then notifying the tier two memben having underground racilities in the area orsuch excavation. Notification shall also be given to the CDOT regional permitting office, or as otherwise directed by this Permit's Special Provision Notice of tbe commencement,extent and doration of the excavation work shall be given at least two bminess days prior thereto, not including the day ofactual notice. The UNCC may be called at 1-800-922-1987. CDOT may be called at (970) 350-2111. ACTIVITY DESCRIPTION (Furnished by Permittee) PURPOSE C]In,tallation E] Adjustment C]Removal Â£ Maintenance of existing FaciUty FACILITY (Type, size, class of transmittant, design pressure or etc. ) 12"storm line, 12"irrigation line. 3"water Inain DESCRIPTION OF WORK Trench in 3 lines and taD into existina svstems. NATURE OF INSTALLATION 2 Longitudinal (Parallel) C Transverse (Crossing) 91 Buried C]Aerial/Ground-mounted CAttach. To Hwy. Str. No. LOCATION: This work will occur on S.H. 34, west of the intersection of the highway and Steemer Drive on the North side. County: Larimer City/rown: Estes Park Project Info: gla ADDITIONAL REMARKS For CDOT facilities, please contact Jim Thrush at jim.thrush@dot.state.co.us (preferred) or (970) 350-2290 minimum two woll(Ing days prior to work. SPECIAL PROVISIONS (completed by the Department) The Special Provisions are terms and conditions of this permit. Any work shall only be in accordance with the approved plam and special provisions as set forth in this permit and its attachments. The CDOT inspector ig 7 - Owen Marshal Telephone: (303) 709-8888 Work is to be completed onor before: 11/25/2010 or wilhin 120 days, (as applicable) Work time restrictions: Daylight Hours Only\ Designated minimum cover is 4.5 feet Designated overhead clearance is 24 feet (ALSO SEE ATTACHED STANDARD PROVISIONS, AND ADDITIONAL SPECIAL PROVISIONS), (rRAFFIC CONrROL MUST CONFORM TO THE MUTCD) Other: When submitting insurance certificateslo future years for this utility, copies MUST be submitted electronically to timothy.bilobran@dotstate.co.us. This p+Tilt number must be referenced in "notes" section of certificate. Permittee & prohibited from commencing any work withi~ighway ROW prior to ismance of a fully endorsed and validated permit. Permit :tledx~.nbi~ t52~;tz~ficate(,), and traffic control plan ~be available onsite during work. High visibility vests are required at all 1. Your request to use and/or occupy state highway sy,tem rights of way Uk,triuinbove is granted subject to the terms and canditions of this permit, including the St:ndard and Special Provisions as shown on the permit and all attachments hereto. 2. To the extent authorized by Iaw, Permittze hereby naoma, releases and agrees to indemnify, defend, protect and nave the Slite of Colorado harmless from and against any loss and/or damages to the property of the State of Colorado, third portia or the Permittec's facilities, and all loss and/or damage on account of injury to or death of any person whomgoever, arising at any time. caused by or growing out of the occupation of Colorado State Highway rights ofway by Permittee's facilities er any pan thereof, including bot nol limited to inatallation, adjustment, relocation, maintenance or operation, or removal of existing racilitics, unlcs, such loss and/or damage arises from lkÂ¢ sole ne:ligence or willful conduct of thâ‚¬ State of Colorado or ils employees or agent, 3. Failure by tile Permittee to comply with any of the induded terms or conditions may subject thi3 permit to ampension or cancellation, at the discretion of the Department of Transportation. 4. THIS PERMIT IS NOT VAUD UNTIL FUUY ENDORSED BY ALL PARTIES, WITH DATE OF ISSUE AFFIXED BY AN AUTHORIZED REPRESENTATIVE OF THE DEPARTMENT. A FULLY EXECUTED COPY OF TH]S PERMIT MUST BE ON FILE AT THE TRANSPORTATION REGION OFFICE. 5. In accepting this permit tbe undersigned, reveenting the Permittee, verifies that he or she hu the authority to sign for and bind the Permittee, anti that he or she has read, understands and accepts a~ i~luded conditions. Attested Date ' Signature Date Title I Title C.lv:1 ProÂ£ect Mandge ... 'PrintName. D /:) E A C /4/0/5 4-4,# Print Name: 13â€¢-c,440. ANeN COLORADO DEPARTMENT OF TRANSPORTATION 1 By ~ Date 1 Chief Engineer , Regional Transportation Director or Designee 1 Distribution: Region File (Original) Mtce Landscaping Supvr Permittee/Applicant Inspector 7 Owen Marshal CDOT Form # 0333 01/09 Mtce Patrol Supvr. 7- Bob Parrish Previous versions are obsolete and should not bc used. \\\ \ \\\ ilÂ¢-i. -'&1 * 11 00% \ i 01 2 41{ 9 co 1 12 3 rti - hi \ al 491 0' \ \ 14 \\ C 1 8 i J \ \ 0- 07 01 g CO Â£2 0 0 \ \ tu ***1â‚¬ 8 \ \ 0 1% 5 -91 i E t \\ 100 f \ \ \ \ \4 \ \ --- 11 \ 1 2921'*6 \ \ 4\ \ 0//f \ / . \ 1 8, C 2/ 1 Q \ 7 1, 1 4 .\ \ \\ \ 1 1\ \ '00' 35~ R 6 \\ \ L. 1 \ \ \ \00 \ \ \ / ~ \ \ \ 60/60 39Vd ONI 5231SVW DI33Val ISGE-D,Â£9-@LS 8% :60 BIGZ/83/La Aeuewo % 1-1 OMce Copy Received Date 5010Â·03.1 8 Town of Estes Park Permit Number M- 0094 4 0 20,1 Received By A- Application for Miscellaneous Permit Application Expires 2, 1 4 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 20(-b General Information & Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.estesnet.com Permit Expires 2.- 9 Job Address: (02*) 616 THDNIP.5063 AOL, Owner Name: 6 A-FE W ArÂ¥ ST-02.8,5, Phone: 303 - 943 - 755 4 Address: 6900 5. 'rk>SE./Vit TE-- ETEEZI. LEAD-r-ZAJAIAL., CO 60(12, (Street) ' (City) (State) (Zip Code) Contractor/Applicant: Roc.Ht, 4-4>05-1-AU CTORLS Town License#: 7\ l Phone:976 -354-39 1 Address: 36 1 71 "~ A\18. 6 RE-â‚¬.Lef, CO 906 3 9 (Street) (City) (State) (Zip Code) O Long-term Residential (230 days) Â¤ Short-term Residential (< 30 days) Â¥~Commercial O Replace Furnace O Gas Line C ft.) 1 Replace Boiler O Replace Windows Â¤ Replace Hot Water Heater Â¤ Install Air Conditioning RC>K) H AÂ».KDalls Â¤ Minor Plumbing Â¤-Temporary Str,â€¢cture UseMATe.12 IAL-- S -TaiAGE- O Minor Remodel Time Period 924 -10 - 10/90/10 0 Fireplace Insert - circle one: Gas, Wood, Pellet; O Other Description of Work: ~LACE-Mt.AbT OF 9 ' X ACD' b7-23/2.AG. E <Le>~ E.>< . 4 -TEâ€¢vl Fo #b,6,vl,1 19,1*4 6- (A 4 if â‚¬bvt. COM ,-r-KÂ«or, O.4 01/lld,r+Alâ€¢&/L Valuation (Total Cost of Material & Labor): $ ] certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONS[BLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED W*TH TH~ AI#LICATION. Note: The work authorized by this permit requires the building be provided with smoke alarms complying with municipal codes. /7 / / j' *** Office Use Only *** Inspection Checklist: 0 Address Posted 0 Equipment Access OT&P D Smoke Detectors D Contractors Licensed Il Equipment Listed O Gas Pipe Â£ Rough Inspection Â¤ Permit Packet Available 1 Equipment Clearances 0 Vent 0 Final Inspection Â¤ Safe Access 3 Pan and Drain Â£ Combustion Air Comments: AM ClloFL FDA *114 1-6 0J iNF) 5 Permit Fee: 40.6-5' Census # 437 Construction Type: Oceupancy: County Tax: 1, 40 Building Offick# . 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L . \LE &94 8 1 AND AVA11*8LE FOR - ALL INS** fi : . 7 9 /\%/ (.L LI' 3.50.OON, ~ , 09 M 1./t.W).DON \-- \ 4 1 1% 1 1* 1Â»>14 SA WAY 3,028 J ' DZ 'AUVr'883; UN 1 1* r . /1 'll./1} Sl}...2.# m-0 'DI L.Lo - - - - Al#.fERT~ BOUNDAHÂ¥ LINL DING PLAN Glâ‚¬â‚¬T Ck SEE I OETILS â„¢>d ./.1 W. ,ND sp 1.~E Gl.~Ell C~ImIAC .:PALL /6 1}~A' - SIA'rON 'Ir. IN.SM ..PTAGLE 01. CUNCME E .... 9~I .41 SWIND Â·31~ .5. 1-s HioÂ» (- I,-0 -- 6 ~N~*;2~=2:/ /â„¢006 210, SNONO.IN ,@16;701 2 emitly = t.-.1 j &:In:ir.lb-' a , l.!SIJNG TO ... lo~O ..... S./ 10 .......TE. 142,UG, kfADED/Dâ€¢ESE1) - $ 300- SPACE 38 â„¢IS /0/ .0~ 3/ M.1108 01 1/01314 031/11 / I...3,~ AT -LOING DE... CONÂ»CTOg 9*,1 Off NO RE(*.El) 5KW,0* yÂ»,1Â£0 0,+ Ulf' r'C>F TERNALLY 1 -TED CH.NINEL LEUE' I.W C-OFf Se ONLIOQI GNâ€¢ 39â€¢] UCJ :,0 LE],ls 51!Vil //I]5 NO..... 0-ne..i . *3 -i]Ms slrrl]0 . 3 0 -1 .....Â»d .... 10..C. 38.'Â·Il .. .I ./*S CURD T,PE A~NG * AitirN,1[S [C~i,~6 1 * 2> D~,0~18 el 031Nâ€¢r~m .014.V'i 0,6) ./30' L O 1.,-S 'V~Ul 9110Â¥. lu~11 V- JNO, N[,_Nj g. 01 :r,d '13.0,0, SITE LEGEND 51,Â¥00 3.5 1 UNÂ¥1 @0Â¥20)15 1Â»j ON-*4 WI W~Il. 210 L~~ JÂ·Il Ul *Â¥ ICÂ¥~ 5'ArING AND SIONA. PCI? e 2,0 Ljj,IS 51~130 le DS w.cSSChO 1Â£3.0~0. . 520 I ..... I .I' 310,4%/ HOn.'Hi ES.d NOU'IN M : =clr. .'..,1.00 i.Â©dzu )ovâ€žn; .,2Â·N':5 30]li~3 *ATWL, &91,9 STE DETNLS ST 4 2 p T. R..1 /01,T.... s.../..... CR -7/20/KE %..Wl.U Ir *UUNS ANEA (TYP I * /Â·1.-orr -CH MOUNTFb ON W!. 116.- 04,~al 'A ],AL NOj 0 e 13,1& 3. '13 . B.al -Ci. s,vi30 ON.... a. 2.0 ./1/ 51,Â¥1~0 31/ Is .0-- ' .... Trl T NEI DSÂ»ENSER Sri' SITE Or-Al. SHEET C, 1 0 I'll. ccÂ»45Â®Cl,0/ OF NE' DLEÂ»LI C...04 u,N . AFOA, REFUENCE LANDSCAPE Fit,N l. 1 (TY' 9) POST [rÂ¥P). 5EE ~a CET-S *ET Ci , Â»'I w -,C-.Â·OH 1 1ON NY-ld 31IS 14010]S .. j 2 iâ€¢Â£30 *LG ND JÂ¥1~0 MDâ€¢ NEM .41 N,rld 10,11,400 Mr-34~ 01 â‚¬*8 - â€¢1â€¢Â¥ â„¢19 @10!rn?dINOn nNI~ -1 /,2 t~m~,~3) S31~Nb3ilÂ¥ rot=.1 C=AM '21,00 ...I.0 030.~Â¥0 Il ,-1 .0. )... 01 .I. k OiV,NNO I 0Â¥N ONÂ¥ Air, n , f 1 1 NOUVOIdliON 11'0 STEAMER DRIVE g peAMd 39Â·52 57'3 383 11 Received Date 20\0. I O. 26 Town of Estes Park office rmit Number S- 5144100'te:Â»1 664+4- ALIOL- Copy 5-00-7470 Received By ovk Sign Application / Permit Permit Expires It-19 10 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Info (970) 577-3726 â€¢ FAX (970) 586-0249 â€¢ E-mail: cmeendaffer@estes.org â€¢ WWW.estesnet.Com/ComDev/ Job Address: 6 1 \ 8 & 0 .3 \n ov~ p 60Â·~ 4 4< . Parcel #: 25(93,00009 r P UÂ«. Business Name: b cA L-e W<kn 134 2 l 9444;aM Town License: 1,4c>Â· Phone: 303 - %43 - 1 5-â‚¬ H Business Owner: 44 Ock .- 3 2 Ar. E-mail: TRAG,râ‚¬pâ€¢'414,),p'-u/4,K:.14 '1Phone: 1 2.-f- li ?-300: Property-Owner Name: C>â‚¬ rewt) 3/ A C Phone: h 19- %3 + -30 '~u Owner's Permission Slip: O Yes O No Address: 54 12 443~e:' 09- 14Â£:dl loA J i>\(454,Â·4- CA 1 4 fii E-mail: (Street) (City) I (State) (Zip Code) _~,r--. -1 4 m .q-4 Sign Company: 84 Â·> c C ALVL p , 3-D X-4 0'4 5 Town Licensee: ~_3921-Plione: 1 1 5-Â· 9Â£1- -3 aja Address: \1 1 0 hâ€¢:.4 i= C u.1,\- tp (90, C 6* J ofJ oq- 44520 E-mail: 1 4- coÂ« 4% Pro C ls,Fl (Street) (City) (State) (Zip Code) CA-OVh-J]ki. 3,19. c U A- Who will install sign? 2 Sign Company O Owner 0 Other: Town License # O New O Addition O Alteratiop--1*TemboraDÂ£ Signs to be removed: Provide linear feet ofbuilding frontage of business: AL( 4 ft. # of stories: Note: Max total sign area is 1.5 sq. ft. of linear feet of building frontage of business,.75 sq. ft. for 2nd floor. Note: Max 150 sq. ft. of sign area per business. '0*Ll u'Â£61% Provide total square feet of all existing signs for business: 5,6- sq. ft. Ditc. i i~ z - "//7- Provide square feet area of proposed sign: 300 sq. ft. Provide new total square feet of signs for business: 304 sq. ft 14 DA/~ -5 Sign Type: 0. Wall Il Free-Standing Â£ Window D Awning / Canopy D Other: El Plot Plans Required except for Wall and Window Signs. Note: Plot plans to include property lines, location and setbacks of proposed si~n. Sfor Wall and Window Signs provide graphic that shows location of proposed signs on building. 1*Provide graphic representation with dimensions and height of proposed sign. Note: Height is measured from original grade. Height restrictions vary by zoning & sign type. Max 25' Note: Utility Locates are property owners responsibility, call 1-800-922-1987 Electrical Involved: ffk.No D Yes - State & Town License Required. State Permit and Inspection Required. Is Sign Illuminated?:~030 0 Yes - O Indirectly 0 Internally; Must Comply with EVDC 7.9. Provide Cut sheets for lights. Note: Illumination restricted to lot. Direct illumination including Neon is prohibited, except for open / vacancy signs not exceeding 2.5 sq. ft. Total Valuations (Labor & Materials) $ \60 1 certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit, Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. O Contrattf Â· O Owner O Tenant ~ ~c~~/447=(464( th Date 10~205' Print Name ( 04â€¢-V'--Â·~4Â·< 4 hÂ¢i/ill D Ji.(4 Signature,/ ' - *** Office Use Only *** Jurisdiction: 13,uu Applicable Code: 68Â¥<- Zoning: CO Overlay Zoning: - (e.g. FPDP, geo-hazard, historic district, EPURA) Total allowable square feet for business: 32. this frontage (max. 150 per business) Sign Type: 01*-F Sign Class: Go to Matrix Special Requirements: Â¤ Engineering / Building Permit Required O Sanitation Required O Life Safety 13 441. 41-- Min. Setback F 0 se R 9 Max. Height -2.0 ' Temp date: 30. or) Â¤ Conforming O Legally Non-Conforming Â¤ 111-legally Non-Conforming Fee &556- O Prohibited Â¤ Exempt Â¤ Denied *Permitted County Tax 2. Building fjjficial / Date Total 30.00 (4\0 We,U 10'26-fo \\Servera\Comm_&v\Building\Forms\Applications\Sign\Sign Permit 2009.12.15.doc Revised 2009.12.15 CM E 0 tf 1 -_ =fi f <Z B D O -' --1 0- I. -Il f-'. LL LU . m LU - Ill U) . 0 9 1 1 ..1.1 ' - ~ bRI OOK Cza 1 1. 3 0 . LU, .. I I ...Il ~A Â· 1 - .Â·i -1 .1 , ... (J. .21, ., :X 1, '. 0. %. 1 - -r -- : "F J. . -A 2 11 - .-- 1 .1 -9 1 , I I AÂ· InE ' Â§. 1-i ; %. D 3~u~ f. . ; .1 /0 - 011- LU i 1 1 -ir. Â·: z COZ m j '. 9 1 ,: 0 /0 CE 1' 1 <>00 1 10 .r C 1 + ret. =- C I 'J 98 ... t Â·b , 1 < -- 1 1.2. '' J. .D: I --i- Ii-9 1 0 <00> L.1.1 -1 LU D LL LU C LL CO W 60 bi N ILLILLIQ 000(5 O-<<t <02> <0> A =33~ 1-3 r 9 115>18 CO G Z 8.1 \ \I 3 SSNIMV ( h*MÂ·Â¥09 41 "59'w) ..PM y<)50'J.veÂ©010 99)403 EIFSCONTROLJOINT EDGE NOI1VA313 3a IS 1331 '93Â¥ .,0-:* 1Â¥ CI31N .0-,L=â€ž9[/8 3-IVOS 1Â¥3 W103 H01IMS 3 3 - 0 0 - 0. - .. '0 30 $ I 1 / .. /0 . .. 3Nll NOI141383133 Buluado pUDJ6 S 9 u,el EM" 4 oHVAAEIH nd 3Hlle 3AVS 5 5 3 N * 9 Â© f- 9 keceived Date 20(0. Oct. U. Town of Estes Park office Permit Number s- 0068 -/0 Received By /4... Sign Application / Permit copY Permit Expires 2010, It, 1-1 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Info (970) 577-3726 â€¢ FAX (970) 586-0249 1 KETT Ir.Â· est es iz et .ccl m/Com Dev/ Job Address: 6 1! 13/6.1-koLLA+Se- Ave parcel #: 26-193 - 00 - Oct LIQ Business Name: 54 51Â£*,Â·1~ * O 920 - F Town License: 01 l. Phone: Business Owner: SAL.woj 5-78&65 44, INk Phone: 002) 843 - 7 5-Sl .IÂ»K- 1 Property-Owner Name: 6 AFâ‚¬â€¢Â·AD-M SÂ¥eâ€¢reb 446,Phone: 00Â© 8 93 - ner's Permission Slip: O Yes O No Address: 1371 IDA,cl..JO 'BIoth Suae 200 LOAr\Nu-r Cldâ€¢eâ‚¬K,CA 99 5-9 9 4 (Street) y ~bc O J. L C (Cily) (State) (Zip Code) Sign Company: , at=--3=26:101,Mlilifei40 Town License #: /3/5-Phone: 0303> 1-7 S- 99 33 Address: -3 7 -70 :3-b 11 -â‚¬ 7- 6Â». ID<B,JU â‚¬4 CO @09.39 (Street) (City) (State) (Zip Code) Who- will install sign? ~Sign Company O Owner O Other: Town License # FNew O Addition O Alteration O Temporary O Signs to be removed: 0 *11 LASâ‚¬~Câ€¢..soA Provide linear feet ofbuilding frontage of business: 47497 ft. # of stories: 1 f 4.u er 10{0. 09. e j Note: Max total sign area is 1,5 sq. ft. of linear feet of building frontage of business,.75 sq. ft. for 2nd floor, Note: Max 150 sq. ft. of sign area per business. , 38.09 Provide total square feet of all existing signs for business: -i. SQ. ft. 41Â£51'Â»4.10Â¢44 Provide square feet area of proposed sign: / 0 .0&q ft. 51*MOK. Dll.,U,C~ Provide new total squardeet of signs for business: # 9 8, i-1 sq. ft. SiÂ®Ape: Â¤ Wall [El'Free-Standing O Window O Awning / Canopy O Other: [Bl?lot Plans Required except for Wall and Window Signs. Note: Plot plans to include property lines, location and setbacks of proposed sign. O For Wall and Window Signs provide graphic that shows location of proposed signs on building. O Provide graphic representation with dimensions and height of proposed sign. Note: Height is measured from original grade. Height restrictions vary by zoning & sign type. Max 25' Note: Utility Locates are properly.owners responsibility, call 1-800-922-1987 Electrical Involved: O No IFfes - State & Town License Required. State Permit and Inspection Required. Is Sign Illuminated?: O No ~ - O Indirectly Minternally; Must Comply with EVDC 7.9. Provide Cut sheets for lights. Note: Illumination restricted to lot. Direct illumination including Neon is prohibited, except for open / vacancy signs not exceeding 2.5 sq. ft. Total Valuations (Labor & Materials) S /4 6 ze- I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONS~BLE FOR Ap-KLES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEgSâ€¢ASSOCIATED WITH THIS APP~ICATION/ ) Eftontractor /-1 CYOwntr 0 Tenant (U 1 9/ 1/ (Luck /444 Signature ~_. li l/ Date / 1 '7 1 QdntName *** Office Use Only *** Jurisdiction: -~Zu-)N Applicable Code: 15Â¢)FIAC- Zoning: CO Overlay Zoning: / (e.g. FPDP, geo-hazard, historic district, EPURA) Total allowable square feet for business: 15D this frontage (max. 150 per business) Sign Type: 1&451Ed Sign Class: 0(A-o Go to Matrix Special Requirements:9 Engineering / Building Permit Required O Sanitation Required O Life Safety Min. Setback F Â¢3 S Â¢3 R 9 Max. Height 15~' - Temp date: O Conforming Il Legally Non-Confonning Â¤ Ill-legally Non-Conforming Fee $ 75.00 Â¤ Prohibited Â¤ Exempt Â¤ Denied ~f Permitted County Tax 41,%3 Building OfRaial Date c '4 u, u,- 9 -2.f -re Total Ill.40 I . 1 / 1 \\\\ - SITE LEGEND , - - - - PROPERTY ROUN[kARY 11/F - - - - - - - AEXAMINT PROPERTY BOUNDARY 1.INE - -- _pÂ«f 1 \\ -- - PROPOS. NI W SAFEWAY ----------- PROPOSED CANIOPY %-# \\ 191 , PROPOSED RETAINING WALL -~~miksk 0 10 20 g- - .- -kT SUIe Â· Â· STEAMER DRIVE SCALE. f=20' EXISnNG TO REMAIN Â·-Â·Â·--- ---------Â·---EXISTING TOBIREMOVED 83 3.0. %'i~ 1 \ 9 %\ * -. -- -E~ - EXISTING FENCE TO BE REMOVED -6 -a- A EXISIING 1.W,HOLE 4 A EXISTING FIRE. HfDRANt (6~ ----------- ~'1 * l~ \:** Â·.~ e uTILITY PEDESTI EXISING INLET .-#------ R 15' .5 \ 30' 3 <. - 'I-I#. 9Â» m &3 PROPOSED INL ET 1/---- Â« ---7 1 111,11 1 1 RW ' IPÂ£3*1 EXISTING PRIMARY CaINET 1 0 - :i R56' PARKING COUNT -R50' RE'-Â·- a..1 21 FLIED END SECTION Rlg -- â€¢ PROPOSED WONUIENT SIGNS TO BE PERMITTED THROUGH 689-52'57"E 38311 3/ 189Â·0*Â·w 72.27' : Fl 4 SEPARATE PROCESS BY SAFEMI/'S SIGN VENDOR (589'55'E) 85 SITE SCHEDULE -1.52 ENâ€¢89 @ 2Â£Â·-6- X 32'-0Â» KIOSK (848 S.F.) 7 u W Â®12711-%4-7.-R~3[I 72~8.7/ U) 11 : Â® UNDFRGROUND MI STORAGE TANKS (1- 30.000 GAL RECIAAR ~ 45'-1 X 97'-0' CANOPY (4.365 S.F.) Z O .ULTIPLE PRODUCT FUEL DSPENSER (TYP 6), SEE SITE DETAILS SHEET ..41 9 Ii: 4 Â® UNLEADED AND 1 - 30,000 AL 2 COMPARTMENT PREIUM UNLEADED/DIESEL) 2 0 R3O' 41' 1 2 ./. . 1 SHEET V.2 FOR CKTCH AND SPILL CUR[3 WITH 1'-0 IDE GUTTER CONIRACTOR SHALL NOTE THAT 1005' 01' R60* - ~ TRASH DILOSURE. SEE SITE DE]All.5 SHEET 04.2 ~ CONCRETE CURB (HE3GHT MAY VARY AS INDICATED ON GRADING PLAN SHEET C/.2). SEE SITE DETAILS CURB 1YM WAY CHANCE - RE}I TO PAVINC 8,0 ALIERNAHES (EXIB!TS , a 2) LOT 1 @ 2/ - < 1~ .Â©11:>tsÂ»102~44</1 ~ ~ CONCRE~ CURB, SEE PAMNG PI.AN. SHEET C4.0 FOR SIDEWAtj< AT BUILING DETAJL. CON~CTOR SILVER LANE STABLES ADD. 33' r ~ 4- Â® ., ,Â· , SHALL NITE THAI CURB r,Pt MAY CHANGE - REFER 10 PAVING BID Allillâ€¢WES (EXHITS 1 & 21 1.594 ACRES 69.440 SOUAR[ FET GL-4' j \\ > ~ INTERNAUY 10.wiNATED C,-NEL LETTER *SAFEWAY OPY SIGN. 6. \986 .. Â® EXISTING HANDiCAP R,- To REMA]N CONTRACTOR SHALL. AVOID DAA,ACE OR DISTURBANCE 62 1 K THOMPSON AVE .7-<7 12 ,#TH LOGO (rm 31 34 0 ADA CliNT Rful> VATH DFTECTABF WARNING SURFACE. SEE SITF DETAILS SHIFT (4 2 05> . tÂ¥47 /4 / TO RAMP DUNING CONSTRUCTION OF NE,i SIDEWALK CONNECTION 5#' 51 3 1 ~93 R10 '. 0 08SERVATION WELL (rm 2) â‚¬ 7 b. .. 1 J r /. V /0 //4 / 4 4/ V 1 (D TANK VENT =SERS ') K.341 ~ E IERGENCY M. SHUT-OW AND RE QUINED SIGNACE UOUN"D ON UCH 1 POI 1 . ~ GUARD POST (TYP). SEE SITE DET,LS SHtfT C4 1. /4 1-- el / /59. IÂ« Â· 214 1 2 2 6 54 (i~ C/fi~39 -- 8 COLUMN MOUNTED WINDOÂ¥, WASH SERVICE ISEMeLY. :UNT TOWEL D;SPINSING R2' . 1 e / 0% ... %97 - 1 OF'ER*7ING LEVER / 48/ ABOvE GRADE (TYP) kil Â· (~ TRASH RECEPTACLE At FUEUNG AR[A (TIP 3) 46 / 051Â§ i 1 .. , l - /~ ~ EMERGENCY SHUT-OFF SWITCH MOU,Â·rrED ON KIOSK ID / // F Elill i 1 0 .5/ 51 0 * ~ 4â‚¬ b /1 18'X 18' VAN ACCESS- HANDICAP PARKING SPACE WITH /' UNLOiNG SP/E PROVIDE STRIPING AND SIONAGE PER ADA AND INSI. SEE SITE DETAILS SHEET Câ€¢.2. 1 1 P \@8 O , / Â® LANDSCAPE. AREA, REFER[NCE LANDSCAPE PlAN LP!,0 0 2 .:' ~50:50, . 0 ~' ' /3- ~ AIR STAn) WITH TRASH RECEPTACLE ON CONCRETE M. SEE SITE DETAILS SHEET (4.1. i 8 , % (~ EMERGENCY (9,1) TELEPHONE MOUNIED TO BUILDING D. e '\7-6 1 / V / 1 .58 FIXTURE. 15-FOOT k,AXIMUM HEIGHT, DARK BRONZE POLE FiISH, 175 WITTS (16.000 LUMENS). 1 ,\ /7 2 >3120 :-54 PULSE STARY METAL MLIDE LIMP. TY/E / 1[SNA DISTRIBUTION. roll Cut-Or-r POLE FIXTURE REFEN * '/.,~ TO SITE DETA}LS SHEET C4 3 FOR MANUFACTURER CUT SHEETS SEE AIR STATION DETNL ON SITE 1 â‚¬ ,/' DETAILS SHEET CO FOR UGHT POLC BAS[ D[TAIL 0.1 SITE DETAILS SHEET C4.2 f'OR CATCH CURS WITH GUTTER. PROV,DE EXPANS!ON .101â€¢rl BEâ„¢ti N PRCUECTNO. â€¢0.3 (~ POLE MOUNTED SITE LIGHT SPECIFICATIONS: 19 - PTHS-FT - 175-WH- F-/7- BRZ PATIOT L.,CH PRE ~ 6" HIGH VERTOL CONCRETE CURB WITH 1'4 MDE GUTTER TO MATI]H 06TING SEE 2 1 / EXISTING AND NEW CURB SEE SHEET C. 2 FOR EXPANSION JoÂ»NT DETAIL &AF000920 B5O KIOSK G 0..'~ ~ ' Â·/1- ~ EXISTIiÂ¢ ASPHALT PAMEMENT TO BE SAWCUT. PATCHBACK TO NEW CONCRETE GUTTER. SEE SmE DRAWN BY RZ' 5 - DETAILS SHrE, C4 2 FOR ASPHAL T PA] CHMACK DETAiL. CWE F '6. â€¢ 45Kk CHECKED BY: 0 '10' 4 (B DISTING TR.NSFORIER ON CONCRETE PAD 10 REMAIN JCS 1*r / Â® PARKING SPACES. DIMENSIONS AS NOTED DATE 1~ D. 2 4,6/739 RS' i 1 \Â« 41 - / SITE PLAN NOTES ~ EXIS1 ING CDOI RIGH!-OF'-WAY UNE ALI -~of920_C-1.1-Site 59 . * . 9 4 . / FEBRUARY. 201C 1. /1 WORK AND MATERIS SHAI L COWely WITH All CllY/COUNTY 8 u' 1 1 '6Â· :Â·fE~ 19 / REGUL'moNS AND CODEs . o.s u ....s ~ FUELING FACILm MONLIWENT SIGN, SEE SITE DETAILS SHEET (4.2 rOR BASE ;AND FOOâ„¢0 1 8 16' ~ ~ 2 ALL DIMENSIONS AND RADII ~RE TO TH[ FACE OF CURB UNLESS ~ 8- THICK CONCRETE 52*8 (MR UNDERGROUND FUEL STORAGE TANKS. SEE SITE DETAILS 0 915' .:. OTHERWISE NOTED. SHEET C4.2 FOR TANK SLAB SECTION. 4 '' . ST' 1+06. Ill 6 . 3 EXISnNG SIUCTURES WITHIN CONSTRUCAON LIMITS ARE TO BE (~ Al* ACCESSIFILF SIGN, SEE SITE DETAIL.S SHEET N.2 ~ / ' L {SNCI Â£ mliTE .Houl DEB . // ABANDONED REMOVED OR RELOCâ€¢TED AS NECESS~m A.l COST SIIL , END STRIPING REMOVA! h RIO' ~Â£ 4 ,,' STRIPE) BE INCLUDED IN BASE BID. @ STOP SIGN PER MOST RECENT VERSION 0, MUTCD HEIGHT rO 801106, 0, LOWES, SIGN SMALL BE A ~ MINÂ»AUW OF 7'-O-. SEE S[TE DETAILS SHEET (4.2 FOR SIGN FACE AND MOUNING DErAILS / 4. CONTRACTOR SHALI M RESPONSIEQI FOR All RELOCANONS. (UNLESS ~ ASPHâ€¢,LT PAVING CON11#CTOR SHALL NOTE â„¢AT PmEMEN1 TYPE WAY CHANGE - REFER TO PAV,NG 33 m t. 16Â· .,-' . -Â· / OTHERWISE NOTED ON PLANS> INaUDING BUT NOT UMITED %. ALL BID ADERNATES (EXHIBIS 1 & 2). SEE SITE DETAILS SHEET 04 1 FOR REOUIRED ASPHALT PAVEMENT , .11 3 1 UTILITIES. STORM DRAINAGE. SIGNS, TRAFAC SIGNALS & POLES, ETC AS 5 L _ , . REQUIRED. All WORK SHALL BE IN ACCORDANCE WITH GOVERNING SECTION / ~ ,,/ AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS INO / r R121 -/ SHALL BE APPROVED HY SUCH ALL COST SHia & INCLUDED IN BASE (~ CONCRETE PAVING. CONTRETOR SIUki NOTE TMT PAIMINT TYPE MAY C,W,GE - REFER TO PAWNG 3 - , 5. . / 810 810 ALTERNITES (IHIBâ€¢TS 1 * 2). SEE STE DEâ„¢LS SHEET Câ€¢.1 FOR REQUIRED CONCRETE 4 - PAVEMENT SECTION. 00 / RJO Â· / 5. SITE BOUNDARY, TOPOGRAPHY. UnUTY AND ROAD INFORWATION TAKEN LU . : t - , FNOW A SURVEY BY VAN HORN ENGINEERING. A REGISTERED LAND ~ P/NTED PEDESTRIAN CROSSWALK PER MUTCD (TWTIC WHIT[). MDTH SHALL BE 5' WIDE, UNLESS SURVE'foR. OTHERWISE INDICATED . ' 11- 0 \ I 3 1; 0 91 .//43, .., 2 STA 0+30. S. 14' L r>%3 / ~ DETENTION POND AREA REFERENCE G~aING PLAN. 9!EET (2.2. HY iEND DOUBLE YELLOW (33 SEGMENTAL RETAINING WAU. CONTRACTOR SHALL REFER 10 PRELIMINAEr SESMENTAL RETAINING WALL Â» U) , 4, SOLID UNE / NOTES ON 9â‚¬ET C22 bl RIPING C WIDE EACH / SIA 0+25, 51' t / SIREelfl.~ ~ 8' WIDE CONCIf I CROSSPAN. SFF SITE OFâ„¢1 5 SHEN Câ€¢ 7 ~ 0,4511 ' =rtew s.pq.,o CONTRACTOR SHALL TAKE CARE THAT KERIAL FROW STRIPING AT Ell)!LDFIG. SEE SHEET (4.0 FOR IDEWALK AT BUILDING OETAIL MAX/ill CROSS SLOPE SHALL BE BEGIN STRIPING / â€ž--ADD REAICTWE WH~TE /. 2 44 0 - ' . I- .R CURREN' Cool METHOD ACCEPTABLE TO CDOT FOR ANY STRPING REMOVAL / IURN LAME - USE ARROW; CONTRACTOR SIMLL USE ABRASIVE BLASTING. GRINDING, OR OTHER ~ O-INELIZING ISLAND FOR 3/4 TRAFFIC WO/[MENT / STA OM. I' L STANO.RDS ~ 4-INCH T,4,CK CONCRETE SIDEWALK AT INtÂ»CATED WIDâ„¢ WTH ABERUESH REINFORCING FOR IDEWALK / .(f/ w l-LOW REMNAL 6 SWEPT OR RE~OVED FROW COOT RIGHT-OF-WAY. 1 8% UNLESS OTHER~SE INDICATED \ I . 7/ .-- STRIPING C WIDE EACH ~ EXISTING IRRIGA~ON PASS IHROUCH laNHOUE WITH INC AND C(MR 10 REMAIN SHEET TITI.E Set. LINE , . 1 0} / 1 #l ~ EXISTING ASPHALT PAVEMENT *ID CURB AND GUITER TO BE SAWCUT IND REMOVED FOR INSTAUATION AND CONNECTION OF PROPOSED SANTIRY BOYER FORCE MAIN. REPLâ€¢CE ASPHALT PA-G PER ~__-2--,DD REFLECIVE WHITE In,EDC-2[mQUIRIC ASPKALT PITCHBACK DETIL ON SITE DETAJLS SHEET C4.2 REPLACE CURt AND GUTTER TO 6UATCri SITE / *ON[Y- tfÂ®RING PER Â· CURRENT CDO[ STANDARDS ' ~ EXISTING PROIDE EXPANSON JOINT KIWCEN EXISTING AND NEW CURB. CONTRIETOR SWI PLAN CONTRACTOR SHALL PROVIDE COMPREHENSIVE TRAFFIC CONTROL PIAN COORDINATE TIMING OF PAVEMENT AND CUR8 REPLACEMENT WTH UFT STATION INWALLER Agp - ANY WORK WITHIN CDOT RIGHT-OF-WAY. ~ NO LEn TURN (?3-2) SIGN PER MOST RECENT VERSION Of HUTCD. HEIGHT TO 801-TOM OF LOWEST WHICH SHALL BE SUBUffTED TO APÂ«) APPROVED BY CDOT PRIOR TO ' ' SIGN SHALL BE A INÂ»JUM OF 7'-0-. SEE SITE DET,eLS SHEET 04.2 FOR SiGN FACE AND MOUNTING / ' ' DETAILS 42 1. 0 (0 KE,*gr*7 -,6*612=.%,6-67677.:,5,,045=T:GN ~ :' ~~ j ,, . .;941 41 TYPE MAY CHANGE - REFER TO PAV,NG 810 ACTERNâ€¢rES (EXHIBITS 1 & 21. SHEET NO. 444 - U rACE AND MOUNTING DEr/LS. PHASE. @ MONOLITHIC CONCRETE CURB (HEIGHT wAY VARY AS INDOTED ON GRADING PLAN - SHEET C2 2) SEE SITE DETAILS SHEEI 8 1 FOR MONOLITHIC CURB DEWL. CONTRACTOR SHALL NOTE MT CURD . 8 Sr- SE-R Â»RET, SEE SHEET Cla FOR TYPE, CALL UTILITY NOTIFICATION Cl.1 ~ WATER QUAUIY OUTILL STRUCIURE. SEE DETAILS. SltED 0.1. y., . 1 5 , . CENTER OF COLORADO 1-800-922-1987 ~ EXISnNG RIP RAP TO RELIN /'~~ WARI<iNG OF UNDERGRO O MEMBER trt,LrnES ASIHALT CURB TMT IS DAMAGED DURING CURB CONSTRUCTION. CAU 2 -BUSINESS DAYS IN ,â€¢DVANCE BEFORE @ CURB TRANSION ZONE: CONTRACTOR SHALL T,PER CONCRETE CURB DIMENSIONS (HEIGHT AND WIDTH) YOU DIG, GWL OR EXCWATE FOR THE TO MATCH EXISTINC ASPHALT CURB OVER A 2 -FOOT LENGTH CONTRACTOR SHALL REPLACE ANY -- lES .LIAN]d 0350.38 0102/tz/g 1-JS 11â€¢â€¢Iald IOZ/Zi/4 31Â¥0 ON Al.Illovd DNI13n VM33VS N 0'04 7"E 317.60' A-'Ed 010 ~ing Ar '>121Â¥d 53153 f AVMHOIH 'S'fl DIRECTIONAL SIGN SPECS U YESCO Â¤ MOLDING__!MATERIAL ALUMINUM IPAINT DUPONT #DS090 GARGOYLE Denver Division 303-375Â·9933 [TEXTURE NONE 3770 Joliet Street 303Â·375Â·9111 LFâ€ž) Â¤ CABINET IMATERIAL ALUMINUM W/ ROUTÂ·OUT FACES I Denver, CO 80239 www.yesco.com BACKUP #7328 WHITE ACRYLIC 'PAINT DUPONT #YS319 GRANT BEIGE .. iLIGHTING FLUORESCENT (COOL WHITE) ~TEXTURE NONE SAFEWAYO ~ POLE COVER MATERIAL - fr,ALUMINUM 3'Â·8 " ' PAINT DUPONT #YS320 BUNGALOW TAUPE 4 , TEXTURE .4. ;LIGHT TEXCOTE 1'Â·3 718" | 3:4" Address: -28 4 )1 1 YES OR N.Q__1 U S. HIGHWAY 34 & STEAMER DRIVE 4 SHOPgRAWING REQUIRED ENGINEERING DRAWING REQUIRED YES OR NO ESTES PARK, COLORADO A k Designer: /QW~ . 1 A GENERAL NOTES: Sales: RICK BELLEFEUILLE 1 -SAFEWAY <7 P, MANAGER-1 FIELD VERIFY_gRADE-QF PROPERTY AT INSTALL ' Scale: NOTED LLOCATION.- , t: FUEL CENTER ) - Date: 08.28.09 PERMITTING TOTAL SIGN COPY AREA: 10.08 W w) JOTAL SIGN CABINETAREAIDift' ELECTRICAL SERVICE INCLUDED YES OR NO 1 0" ~ ENTRANCE 4 10,O% 1 Revisions: ) 08.28.09 ORIGINAL DRAWING 140 i ' COLOR KEY ' ~ PAINT I DS090 TO MATCH GARGOYLE I . ~ 1546) F PAINT ' YS320 TO MATCH BUNGALOW TAUPE 1- Â© 1, 1(DE6172 W<25% DARKENER) IDE} 2 I ..... 0 ...4*,4561*MÂ·Â· (HC-83}{BM) -281IL YS319 To MATCH GRA-NT BEIGE fie, 74 ~ VINYL 3M# BLACK PERFORATED ..1 1 66 -- ~ VINYL 3M# 3630Â·33 RED ~ VINYC132# 3630Â·156 VIVID GREEN SIDE VIEW ~ NEW INTERNALLY ILLUMINATED DIF DIRECTIONAL DISPLAY SCALE: 3/4" = 1'-0" NOTE: UNLESS OTHERWISE NOTED, THE COLORS DEMCTED ON QUANTITY: 1, MANUFACTURE AND INSTALL THIS RENDERING MAY NOT MATCH ACTUAL COLORS ON FINISHED DISPLAY. PLEASE REFER TO COLORÂ·CALLOUTS AND THEIR APPROPRIATE VENDOR SPECIFIED SAMPLES FOR APPROVED COLOR SPECIFICATIONS. Landlord Approval: X Tenant Approval: Work Order#: AAA NOTE: UNLESS 0THERWISE N0TED, ELECTRICALRUNSORFINALELECTRICAL HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATED DISPLAYS WILLBE WIRED FOR 120 VOLT POWER UNLESS OTHERWISEINDICATED. IF VOCTAGE IS NOT 170 PLEASE INDICATE YOUR VOLIACÂ·r Min E ~ VOLTS THIS DRAWING WAS CREATED TO ASSIST YOU IN VISUALIZING OUR PROPOSAL. THE ORIGINAL DRAWINGS HEREIN ARE THEPROPERTY OF YESCO.PERMISSION TO COPÂ¥ ORREVISETHESEDRAWINGSCANONLYBE OBTAINEDTHRU A WRITTEN AGREEMENT WITH YESCO SEE YOUR SALES REPRESENTATIVEORCALL THE NEARESTOFFICEOF Â¥ESCO. DESIGN#: 09626-3R2 Page: of. 3 3 4<ED 5 9 N * 3 a<-9 omce Received Date 7010,09. J 4 Town of Estes Park Copy Permit Number S- OOel i o Received By ob- Sign Application / Permit Permit Expires IC ~ 2, c 1, o Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Info (970) 577-3726 â€¢ FAX (970) 586-0249 â€¢ wn'n:estesnet.Com/Com Dev/ Job Address: 6 1 1 13 / 4 -11AD U.A * SeN Ave parcel#: 25-193 - 00 - 07 Business Name: SACevjqtl * 0920 -F Town License: Phone: Business Owner: SARevae.j 5-GRes 44, CE~c Phone: 002) 843 - 7 6-S-7 .IÂ»g- 1 Property-Owner Name: 6 Awâ‚¬&0-4 5Â¥eâ€¢1~26 46.Phone: (304) 8 93 - 7553wner,s Permission Slip: O Yes O No Address: 1371 CDAKCA,44 '0:00, S..dâ‚¬ 2,50 L)64\~eu:, C#eck,CA 995-9F 4 (Street) yG-6 cO. L LC (City) ~_(State) (Zip Code) Sign Company: Town License #: 43/4, Phone: 0301) 37 1-99 33 Address: -3770 2--blt -2-1-6Â». iDeN\) <4 CO 90(39 (Street) (City) (State) (Zip Code) Whe will install sign? [0'Sign Company O Owner O Other: Town License # IEkew O Addition O Alteration O Temporary O Signs to be removed: 1 /61 z- Provide linear feet of building frontage of business: 97 44.5 ft. # of stories. l 0*-ed>i CA440,0 4 '44. 45 100,05.14 Note: Max total sign area is 1.5 sq. ft. of linear feet of building frontage of business,.75 sq. ft. for 2nd floor. Note: Max 150 sq. ft. of sign area per business. /051 -73 Provide total square feet of all existing signs for business: -t sq. ft. 502(01+ G*5 -T- . Provide square feet area of proposed sign: 32.3'sq. ft (*1*opl 51014 Provide new total square feet of signs for business: c &38-09sq. ft. Sign Type: O Wall Â¤ Free-Standing O Window [B'Awning <Ca22Â£311 Other : O Plot Plans Required except for Wall and Window Signs. Note: Plot plans to include property lines, location and setbacks of proposed Slek G'For Wall and Window Signs provide graphic that shows location of proposed signs on building. 0 Provide graphic representation with dimensions and height of proposed sign. Note: Height is measured from original grade. Height restrictions vary by zoning & sign type. Max 25' Note: Utility Locates are properw-owners responsibility, call 1-800-922-1987 Electrical Involved: O No [29es - State & Town License Required. State Permit and Inspection Required. Is Sign Illuminated'?: O No =- O Indirectly dlernally; Must Comply with EVDC 7.9. Provide Cut sheets for lights. Note: Illumination restricted to lot. Direct illumination including Neon is prohibited, except for open / vacancy signs not exceeding 2.5 sq. ft. Total Valuations (Labor & Materials) $ 58758- I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEp.ASSOCIAT~0~MTH THIS APAICATIBNT-D B'ContractoU/,4 UÂ»er Signature Date nt Name CL Lck 6-t.+A; 6 O Tenant *** Office Use Only *** Jurisdiction: 18,014 Applicable Code: EF"C- Zoning: 49 Overlay Zoning: (e.g. FPDP, geo-hazard, historic district, EPURA) Total allowable square feet for business: 1 3Â© this frontage (max. 150 per business) Sign Type: 214*toA~ Sign Class: Go to Matrix Special Requirements: d~ngineering / Building Pennit Required Â¤ Sanitation Required Â¤ Life Safety Min. Setback F % S â‚¬ R 6 Max. Height ld- ' Temp date: D Conforming Â¤ Legally Non-Conforming Â¤ Ill-legally Non-Conforming Fee $ 75.00 O Prohibited Â¤ Exempt O Denied 10 Pamitted County Tax 1-3.3 5- Building 021-_ /4 46/6~._ Date 9.2-/-/0 Total 90,35' V ~ SIGN #2 &3- SAFEWAY ID: SLH-24/32 SCALE: 3/8" = 1'-0" 4% --- 11'-11" ( QUANTITY: 2 2'Â·11" Denver Division 303Â·375-9933 3770 Joliet Street 303Â·375Â·9111 pao Denver, CO 80239 www.yesco.com <SAFEWAYO 00 N SAFEWAYO 32.36 SO. FL MANUFACTURED BY YESCO INSTALL BY YESCO DENVER Address: U.S. HIGHWAY 34 & STEAMER DRIVE ESTES PARK, COLORADO Designer: /~Ef' Sales: RICK BELLEFEUILLE Scale: NOTED Date: 08.28.09 ART SUPERIMPOSED ON DRAWING - NORTHEAST CANOPY ELEVATION, SCALE: 1/8" = 1'-0" i Revisions: 08.28.09 ORIGINAL DRAWING 74.- / + 1 9' - 10'* --~ |4 ~~ 45'.0 " I 07.30.10 Rl CHGO. CANDPY DIMENSIONS Rk ARCHITECT'S REVISED DESIGN ON S/E ELEV. Â·KL ( f* T.O. FASCIA - 116'-0" SAFEWAÂ¥0 ~ ~ B.O. FASCIA . iI - ,1 1 1 1 1 1 1 11 11 1 1 1 11 - 21 I I 0 0 41 11 -- T-:1 1 1 11117 I i 11 1 1 1 1 L.12.11 1 [1 'tct:gÂ£---U 1, i -~-illi-lHrl L- 1 1 1 1 1 1 Landlord Approval: i i 1 / l / I[E MIt FINISH ' ' ' 1 Â¢ GRADE 1 Tenant Approval: ART SUPERIMPOSED ON DRAW~G - SOUTHEAST CANOPY ELEVAT~ SCALE: 1/80'= 1'-0" ---- M 970Â·0 " /1 (Â¥? Work Order #: AAA SAFEWAYO 31.,De 1* / NOTE: UNLESS 0THERWISE NOTED. ELECTRICALRUNSORFINALELECTRICAL m. HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATEDDISPLAYSWILLBEWIRED 371.%9 FOR 120 VOLT POWER UNLESS OTHERWISE INDICATED. / VOLTAGE IS NOT ,20 PUASE -ICATE YOUR VOLTAGÂ£ MOE ~< ,0 /0 0~0 ~ VOLTS O O O THIS DRAWING WAS CREATED TO ASSIST YOU IN VISUALIZING OUR PROPOSAL THE ORIGINAL DRAWINGS HEREINARETHEPROPERTY OF YESCO PERMISSIONTOCOPY ORREVISETHESEDRAWINGSCANONLYBE OBTAINEDTHRU A WRITTEN AGREEMENT WITH YESCO. SEE YOUR SALES REPRESENTATIVEORCAll THE NEAREST OFFICE OF YES CO. @ 41 E n DESIGN#: 09626-2R1 Page: 01: 2 3 5,0 M 4* g- 0 4. 9 Received Date ADjo. 04. i U Town of Estes Park Permit Number S- 0066 - 10 Received By En Sign Application / Permit Permit Expires Ill/tico Department of Building Safety 17() MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Info (970) 577-3726 â€¢ FAX (970) 586-0249 I www,estesnel.com/Com Dev/ Job Address: (pll 13/6,7-kt#A+Se- ANâ‚¬ parcel#: 2 5-1 93 - 245 - oct Business Name: 54 Skew.~ * 0 920 - F Town License: lm/ Phone: Business Owner: SA<ev..j 5-71&65 44, 37.c Phone: 002) 843- 15-Sl 3 / Property-Owner Name: 6**ews.=~5-#iÂ¥*tab 46,Phone: (30Â© 993- ner's Permission Slip: O Yes O No Address: 1371 COAK|4â€¢14 13100 bude 2,50 03â€¢ANU:â€¢r C Jâ€¢e<K,CA 995*99 4 (Street) Y-6~ 14 9 C (City) -Otate) (Zip Code) Sign Company: 5 Â®Â»0~~:mE - AÂ·.**VN CO Town License #: 1 3 , 5 Phone: (3 0 R> 3-7 S--99 33 Address: -3770 :3-blt -â‚¬-r GÂ», IDCNV C~r Co 909.39 (Street) (City) (State) (Zip Code) Who will install sign? [#ign Company O Owner O Other: Town License # [2'kew Â¤ Addition O Alteration O Temporary O Signs to be removed: Provide linear feet ofbuilding frontage of business: 9.7 +NS' ft. #of stories: 1 Note: Max total sign area is 1.5 sq. ft. of linear feet of building frontage of business,.75 sq. ft. for 2nd floor. Note: Max 150 sq. ft. of sign area per business. 73Â· 37 Provide total square feet of all existing signs for business: 1,9% sq. ft Noâ‚¬11* 60*71<', Provide square feet area of proposed sign: 3 2.3 6 sq. ft (40,1 54461 Provide new total square feet of signs for business: / 1.923_biL-fl= Sign Type: o Wall O Free-Standing 0 Window MAwning,<iRE)0 Other: O Plot Plans Required except for Wall and Window Signs. Note: Plot plans to include property lines, location and setbacks of proposed sigg~ [B'For Wall and Window Signs provide graphic that shows location of proposed signs on building. Â¤ Provide graphic representation with dimensions and height of proposed sign. Note: Height is measured from original grade. Height restrictions vary by zoning & sign type. Max 25' Note: Utility Locates are properls-owners responsibility, call 1-800-922-1987 Electrical Involved: O No Dfes - State & Town License Required. State Pennit and Inspection Required. Is Sign Illuminated?: O No 02 0 Indirectly [9'Gernally; Must Comply with EVDC 7.9. Provide Cut sheets for lights. Note: Illumination restricted to lot. Direct illumination including Neon is prohibited, except for open / vacancy signs not exceeding 2.5 sq. ft. Total Valuations (Labor & Materials) $ 5*le- I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit Additionally, I UNDERSTAND THAT I AM RESPONSIBI.r16WXNY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMrrS, INSPECTIONS AND OTHER FEE>ASSOCIATED-}WITH TJIIS'*'PI~JATION,~ Ereontractn,4 .1 /// ,Â£fOwner O Tenant 1 U \\\/ 9/ 1 Signature i Date // 4// 0 Print Name ( & 4 C k ld,w o *** Office Use Only *** Jurisdiction: 01&9 N Applicable Code: i44â€¢10 Zoning: CO Overlay Zoning: (e.g. FPDP, geo-hazard, historic district, EPURA) Total allowable square feet for business: t 50 this frontage (max. 150 per business) Sign Type: (&4#40/~ Sign Class: Go to Matrix Special Requirements: @Engineering / Building Permit Required O Sanitation Required O Life Safety Min. Setback F ~ S â‚¬ R % Max. Height 15 Temp date: D Conforming Â£ Legally Non-Conforming O Ill-legally Non-Conforming Fee $ 75.00 D Prohibited Â¤ Exempt Â¤ Denied #Permitted County Tax 1,3.125' Building O f~Â¢f01 / Date 4- Uu 4 - 11-10 9 0,35~ Total V ESTES uw. PARK COLORADO ctraufield@estes.orq http://Www.estesnet com (970) 577-3722 Â· P.O. BOX 1200 Â· 170 MAC GREGOR AVENUE Â· ESTES PARK, CO 80517 Â· FAX (970) 586-0249 INSPECTION RECORD JOB ADDRESS: 621 BIG THOMPSON AVE DATE: 2011.03.28 PERMIT #: S-0066-10 TYPE OF INSPECTION: NE CANOPY SIGN - SITE CHECK CONTACT: YESCO BL#: 1315 ADDITIONAL INFO: STAFF INITIATED SITE CHECK INSPECTION STATUS: NE CANOPY SIGN APPROVED COMMENTS 1 I SIGN APPEARS TO BE AS PER PERMIT. Building Inspector / Code Enforcement Officer Traufield OFFICE USE ONLY CC Log - Create / Review / Update Planning - Contact / Review with / Submit to PTWin - Review / Update Other Depts - Contact / Review with / Submit to Address Folder (e) - Create / Review / Update Download Jpeg / WAV files Address Folder (paper) - Review Create tickler in Outlook Create Inspection Record Issue Inspection Record Create NOV Issue NOV Ownership research Update contractor folder C:\Documents and Settings\Claude Traufield\Desktop\TB_DAILY\621_2011.03.28_IR_FINAL_S-0066-10.doc SIGN #2 &3- SAFEWAY ID: SLH-24/32 472Â·Â·1 SCALE: 318" = 10-0" ~] YESCO < QUANTITY: 2 Denver Division 303Â·375Â·9933 SAFEWAYO - 3770 Joliet Street 303Â·375Â·9111<v, Denver, CO 80239 www.yesco.coin SAFEWAYO 32.36 SO. FT. LMANUFACTURED BY YESCO INSTALL BY YESCO DENVER Address: U.S. HIGHWAY 34 & STEAMER DRIVE ESTES PARK, COLORADO Designer: A197. 1 120.50 4 ATEA Sales: RICK BELLEFEUILLE Â¥ 30% = 5 1.760 Scale: NOTED *tuÂ© 4,J'C,O Date: 08.28.09 ART SUPERIMPOSED ON DRAWING~tORTHEAST CANOPY ELEVATION, SCA* 1/8"- 1'-0" Revisions: / 08.28.09 ORIGINAL DRAWING 74,9 .1 07.30.10 Rl CHGO. CANOPY DIMENSIONS P# T,O, FASCIA 2 1. ~45'Â·0" ARCHITECT'S REVISED DESIGN ON SIE ELEV. Â·KL +16'-0" SAFEWAÂ¥O 30,6,4 44 B.O. FASCIA ' ' 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 '1 11 il 0 1, t 1 0 0 1 1 1-1 1 1 1 1 M JIB' 1 1 122 .Ii-El: 1 1 L-,Jl 11 11 1 - =[*Irl==-=1~ 3 f- 1 1 1 1 ' 1 1 1 11,-V 1 2 1 1 Landlord Approval: 8 [-J ~1 M G) 0 1 1 1 FINISH 11 M GRADE Tenant Approval: ART SUPERIMPOSED ON DRAWING - SOUTHEAST CANOPY ELEVATION, SCALE: 1/8"= 1'-0" 97'Â·0 0 Work Order#: AAA = 1 SAF E~ NOTE: UNLESS OTHERWISE NOTED, 0 84; ELECTRICALRUNSORFINALELECTRICAL HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATED DISPLAYS WILL BE WIRED F0R 12O VOLT POWER UNLESS OTHERWISEINDICATED. f VOUAGE IS NOT 120 PLEASE INDICATE VOUY VOLTAGE HERE VOLTS 9=1 0 , THIS DRAWING WAS CREATED TO ASSIST YOU IN VISUALIZING OUR PROPOSAL THE ORIGINAL DRAWINGS HEREINARETHEPROPERTY OF YESCO.PERMISSIONTO COPÂ¥ ORREVISETHESEORAWINGSCANONLYBE OBTAINEDTHRU A WRITTEN AGREEMENT WITH YESCO. SEE YOUR SALES REPRESENTATIVEORCALLTHE NEARESTOFFICEOFYESCO RE p n DESIGN#: 09626-281 Page: 01: 2 3 5/GH 04- Â£ 6 + q Redeived Date lao. oil v Town of Estes Park office Permit Number S- 0049~- |0 Rece,ved By A- Sign Application / Permit Copy 20 lo Permit Expires / 1 - 11 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park CO 80517 General Info (970) 577-3726 â€¢ FAX (970) 586-0249 â€¢ w'n w.estesnet.com/Com Dev/ Job Address: 63.1 13/4.-1-kou.*Se- ANe parcel #: 25-19 3 - 00 - 07 Z>Af-,U.) Al Ful,EÂ·1~- Business Name: 5 A SleÂ»,99 * 0 920 - F Town License: 40, Phone: Business Owner: SAiewâ€¢hoh 571&65 44, I~,c Phone: 00-2)843-15-51 Property-Owner Name: 6 Aveus.M Sreâ€¢reb 416,Phone: 00Â© 9 93- ner's Permission Slip: O Yes O No Address: /371 COAK{AAb 2100,SudÂ·â‚¬200 UOAANunÂ·C *eâ‚¬K,C A 995-9 9 I , (Street) yâ‚¬1 cp, f'~1Â£--IFity) Sign Company: 74.00354 ' Sâ€¢====.~=ma...ao - (State) (Zip Code) Town License #: '31 b Phone: 0309> 3-7 S--99 33 Address: -3 7 70 :3-bit -e-r SÂ». IDeN,Jed. CO @09.39 (Street) (City) (State) (Zip Code) Who will install sign? [0'Sign Company O Owner O Other: Town License # [9'kew O Addition O Alteration O Temporary O Signs to be-Imnifed: o Tro u, Â£ CA-00 V Provide linear feet of building frontage of business: 97'+ 9 5 rb-*01 stories, / Pâ‚¬.L B.Ir. 10,0.09. Zi Note: Max total sign area is 1.5 sq. ft. of linear feet of building frontage of business,.75 sq. ft. for 2nd floor. Note: Max 150 sq. ft. of sign area per business. Provide total square feet of all existing signs for business: +0'' sci. ft. 9(4Â£911Â»*d,44 - 6\ 4 -THÂ©%594 -Al L Provide square feet area of proposed sign: 73.37 sq. ft.' Provide new total squarpieet of signs for business: 73.31 sq ft Sip:rype: O Wall [5'Free-Standing O Window O Awning / Canopy O Other: Br Plot Plans Required except for Wall and Window Signs. Note: Plot plans to include property lines, location and setbacks of proposed sign. Â¤ For Wall and Window Signs provide graphic that shows location of proposed signs on building. Â¤ Provide graphic representation with dimensions and height of proposed sign. Note: Height is measured from original grade. Height restrictions vary by zoning & sign type. Max 25' Note: Utility Locates are properIN-owners responsibility, call 1-800-922-1987 Electrical Involved: O No [Mes - State & Town License Required. State Permit andInspection Required, Is Sign Illuminated?: O No IE'f~ - Â¤ Indirectly Ikrinternally; Must Comply with EVDC 7.9. Provide Cut sheets for lights. Note: Illumination restricted to lot. Direct illumination including Neon is prohibited, except for open / vacancy signs not exceeding 2.5 sq ft. Total Valuations (Labor & Materials) r:bulâ€¢.V?IA,rl Oâ€¢A $ 3 1 S:72 - 1-7 (055.00 /5 â‚¬â‚¬. AA-0 to 3- Â¢ 03 I certilY this application is true and conÂ·ect and agree to perform the Work described according to plans/specificaiions submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR AliÂ¥FERiOR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEE>ASSOCIATED,M~~I THIS APPLICATION,/ 7 EXIontractor ~ U ~ / [*Owny'' O Tenant Signature ~ Date (1/ 16/ is& Name (1 Uu c ic (-Al- 0 1 -13 * * * Office Use Only *** Jurisdiction: '16~0 NApplicable Code: E/*4 Zoning: 0-0 Overlay Zoning: ~ Ce,g. FPDP, geo-hazard, historic district, EPURA) Total allowable square feet for business: 1 513 this frontage (mq. 150 perbusiness) Sign Type: AÂ«9*U Sign Class: 0-0 Go to Matrix Special Requirements:'k Engineering / Building Permit Required O Sanitation Required O Life Safety Min. Setback F 6 S 6 RÂ© Max. Height 2-5' Temp date: O Conforming Il Legally Non-Conforming O Ill-legally Non-Conforming Fee $ 75.00 O Prohibited Â¤ Exempt O Denied *Permitted County Tax 110.4,1 Building (01(iN Date {<Â« dic Uh- 4 - 2-1 - f O Total /6Â£ e 1 5' WIDE SIGNS 6' WIDE SIGNS 7' WIDE SIGNS 601,4' 11â€¢i.~ 72 1 6â€ž 00 141,1, 843.. â€¢ - I- 6.---1 ~1 /1 1---1 2 . 1 n nra El 0 09 REGULAR J REGULAR .-" "-I I-:-J REGULAR 0 OCIO U.U U UNLEADED L./.L' 1-! UNLEADED U.UU UNLEADED C! C! C! ~MID-GRA~E , , I UNLEADED :.......... UNLEADED ~ ~ F' [19 MID GRADE ,-1 r-, 1-1 0 -J MID-GRADE n nno * a U.LJ U UNLEADED J SUPER U.UU PREMIUM 1-1 r-1 rin ... ... ... J SUPER 1-1.1-11-1 PREMIUM n rina 60'.' 111 4. 4 "//I// m///// m////1 .J SUPER 1--- L!.LJIJ PREMIUM 7215/16' 141/16" 13 Clog l' It Â»-1 - ..1 REGULAR -- U.U U UNLEADED â€¢ 843/8. ri ,-1 rio > - 0 000 J REGULAR J MID-GRADE 1-1.Li LI UNLEADED L;. L.! 1-~ UNLEADED n n rio ... ... ... J REGULAR n n rig p r, ri rig MID GRADE U.UL! UNLEADED SUPER 2 ... ...... U.UU PREMIUM 2 U.LILI UNLEADED : r, 1-1,-1 0 .1 MID-GRADE 0-1 1-1 rig SUPER LI.LJ LI UNLEADED O 0 0 9 DIESEL 1-1.L! 1-1 PREMIUM U.UU r L ~| ~| ~~SUPER 4 L i . 0-1 ri r, 0 60,4, 11 14. 3 e ....=.... .,1 DIESEL U.UU PREMIUM LJ.LJ U . .. M9.ESEL - * ~| r| ~| '-" "-' "-' 9 DIESEL 7915/16Â· 141/5. LJ.LJ LJ + rt rin q DIESEL 1 .:44 Electromagnetic Signs 1 7 Explanation/Benefits â€¢ Patented technology ~ â€¢ All electronic components manufactured in-house -Â®* â€¢ Price change from Ruby or G-site â€¢ No motors or gears â€¢ Most reliable electronic price sign with proven field reliability â€¢ Lowest proven after sales cost in world market â€¢ High-rise and canopy signs available Cil .-3>elf. 4. 19 7 Eigh zE S==:52= 89 : sEEgow iL-J ~3$Â§/i m /1-1 0--2-06 - Wa,00.000 0.- W - do.- : 2 z =------I - Il 1 li*&@83 El 1 13â€¢=m: 1 1 i. AE, (A 232 *W, .- = 0 Â«3 - m -1 1 0.1 0 : 0 1 1 0 2 6 5 0 5 M . 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CO U..1 1 2 E-2'4 m= 6.1 i 1 W 2 0-- 4 1 CO. 2 1 1 11_31 - 1 CO 5 ..g M + - Z S -9 OFFA - CO 2@ in tti 0 M 1 1070 1Â¥. t.4.01.,Fi J O.A). thi Â· .1 ' CABINET T FACES 0 Joliet 08.28.09 3dnvi 02Â£SA INIV ino)0018 >I]vlg 922Â·0Â£ [Â£Mt- ~ONT GLOSS BLAC NC E R CIAL ~ONT P CK 318 S 19 HO 1~VI~B 311HM 02'0Â£9Â£ #WE 11V1SNI 1Â¥ Al}13!dOHd 30 30VH9 A3183A 013H HOiVIN 06 N]389 01 A 9510Â£9Â£ #WE 4 2- 1 Gic.. -1634450R A.Â·J,_ FFYLON SPECS VINYL - "8EEHIVE" ~ CHANGE TRACK TYPE LETTER I E ~ PUSH THRU ~ CHANGE TRACK LETTER IMÂ¥80 d .0Â·,i - .8*E :31Â¥]S NO1Ad 030IS 318n00 All]N ~ iu~no~3~~T'UNIH33N'E--' 83NIV13IB I%l ROUTED FACE NDIS 30 1NBIN309ld 9NIM0HS dVA 31IS ~ 1 SENSOR * 0 WEE'81 ---Â·~ ON WO~A TOR' ON' 3Â£37~2; (24 AIL :11.1) Al~llf v31'v 13NRV --4. 40 7 21 9 .ZE 113HV 13NI 9NlllIWH3d NO!1Â¥00 9'Â·4 " (TOP CABINET) 8'Â·3 1 18" (LOGO SET) NnOOSIO 11V1SNI ONV 38010Â¥JANVw L :AlliNVAD 5----i--- l ' == U. ,) I '14 ' - 3 CITGO CITGO N L . 9 6 \. 10!=r -1. 498.-,4 ly. kEÂ· Nr-. . A. . A . .. A . 1 .. . '91' crr ..1 1 -Al A. 1 A. 1 .1 , 4 11 .. .. j CITGO ELECTRONIC MODULAR PRICE SIGN IMPROVED SAFETY Ladders, arm changers or boom trucks are no longer necessary PWMTM MODERNIMAGE electronic Signs offer state-of-the-art technology price signs IMPROVED EFFICIENCY Changes prices within seconds INTERFACE WITH YOUR POS One price change for pumps and price sign Company Information Sign Information 44 â€¢ Parent company founded in 1806 Warranty â€¢ Manufactured first electronic price PWM warrants electronic price signs against sign in 1984 defects in material and workmanship for a -'hâ€¢..~â€ž~*~ â€¢ Family owned and operated period of (2) two years for parts and (1) one year for parts and labor. PWM warrants â€¢ World Market Leader in electronic profitboards against defects in material and price signs workmanship for a period of (2) two years for â€¢ Only company in the world that manufactures all components in-house -...-- parts. insures highest level of quality and Installation maximum reliability PWM will provide service/installation support for store personnel, free of charge, to assist and train the installation company. -===71224 - * 24 hour Service ~---6=4.11' . ..dr ! PWM will provide the customer with a r toll free telephone number of our dedicated service/installation team. This service umbrella f 1 -- It 4 - fi[[ guarantees a response within 24 hours. If PWM ~4-I 11. r:~ G . 1. -9. . --- f f f 'Â·it --f-Fl cannot meet this commitment, PWM covers 50% I+-1 1 L. .r :cr' 11- 11- r ---7- ri ' of the service costs. ,L. Â£Â·- Â· -4 i fit - --rrril Â£ 4 , . n-- 9Â£-) . 1 â€¢ 1 19 .r f{[1 4 - *MAL 163 [fl =c~~E~-rn1e~.~89- =,mit& .-: 11iu: I) - - :@S m#., . 14- 14 rr YL .11 k A. 11 '- h Al 11 & '-3â€¢ 1- -4 1 3*11 1- V /174,mi 12 1, 9 -m y 0 51... C - ..71\=r 1/ , Ily# 4 . M'.,4,9.1,/130 L I. 26 3 12.4, 4 2-mi~r#1 - 4 \ -2â‚¬V. 4 . , Â» 3 --- 3, 1. / 4 PYLON SPECS !1 YESCO Â¤ CAP ~MATERIAL ALUMINUM -0 - FINISH LIGHT TEXCOTE 10'Â·0 " (0.A.W.) CA ICOLOR IDUPONT #DS090 GARGOYLE 7 Denver Division 303Â·375-9933 73.31 3770 Joliet Street 303Â·375Â·9111 <+a, 4 . 9'-4 " (TOP CABINET) 0 CABINET IMATERIAL iALUMINUM Wi ROUTÂ·OUT FACES Denver, CO 80239 www.yesco.coin [BACKUP 1#7328 WHITE ACRYLIC 1 i *Il"AA, Fovuskil LPAINT DUPONT #YS320 BUNGALOW TAUPE 8'Â·3 118" (LOGO SET) ' w lIGHTING FLUORESCENT (COOL WHITE) _ ~ 5'.6 5/8" {LOWER CABINET) ~ 2,2 * - SAF EWAY 0 LTEXTURE NONE ~ PUSH THRU ITYPE %" CLEAR ACRYLIC 9 Â»21(lJP #7328 WHITE ACRYLIC LAYER 1st SURFACE ON %" CLEAR - -~ 6,2.4 15â€¢Ari-Uc-#to. . ..23 ,1 L VINYL COLOR SEE COLOR KEY - - Addres~~STORE #0920Â·F b 4 SAFEWAYO ~ ~ MOLDING MATERIAL- ALUMINUM Â«Â»93 34 & STEAMER DRIVE .PAINT DUPONT #DS090 GARGOYLE ESTES PARK, COLORADO TEXTURE NONE 1 Desilner: RiE), eÂ·-Â·Â¥- 32.66 ft:j 63,Â·,52 ~ CABINET IMATERIAL ALUMINUM PAINT DUPONT GLOSS BLACK Sales: RICK BELLEFEUILLE 4 .. 414.9 LIGHTING FLUORESCENT (COOL WHITEI Scale: NOTED Â£ A ./=1- - :TEXTURE NONE NA M-"BEEHIVE" Date: 08.28.09 91 If SENSOR ~ ~ -~~GPC ~MODEL ' r GPC18SF70Â£70LB0 41 8.88 m , Â® LED Â· M ROUTED FACE MATERIAL ALUMINUM 1 Revisions: [COLOR RED &011*19 BACKUP #7328 WHITE ACRYLIC 08.28.09 ORIGIN,k DRAWING 7<% 2, " 1-1 A Â£ PAINT DUPONT GLOSS BLACK 07.30.10 Rl REDUCED CABINET HEIGHT. Â·KE Â® CD UNLEADED @ GE MODEL GPC18SF7DC70LB0 ' 08.06.10 R2 RESIZED ALL SIGN ELEMENTS. - EOLOR GREEN 09.07.10 R3 RESIZED ALL SIGN EJEMENTS. . ID \91 6 9 - 48:=3 09.07.10 R4 REDUCED HEIGHT OF SIGN. -KIL 1 81/ 2 ~ FACE TYPE POLYCARBONATE -99:0810 R5 CHGO. STONLID EIFS. Â·KL 1 00 g COLOR WHITE . _ __ 09.08.10 R6 CHGO. LOWER MOLDING ELEMEA LAYER 1st SURFACE -KL 1 8.88:s~i I VINYL COLOR SEE COLOR KEY ~ ' ~ RETAINER - TYPE ALUMINUM DIESEr===== ~ â‚¬4t SIZE 2" 3 c GALLON CLUB CARD ~ PER DISCOUNT WITH t. , COLOR DUPONT BLACK 6~TiK ) m SITE MAP SHOWING PLACEMENT OF SIGN [SCREW-S PAINTED TO MATCH , ~ POLE COVER MATERIAL -- 0RD ~~,0~ PROPOSED [PAINT ,DUPONT #YS320 BUNGALOW TAUPE F MONUMENT / [TEXTURE --ILIGHT TEXCOTE Â© SIGN / Landlord Approval: SHOP DRAWING REOUIRED YES OR NO -- 18.33 W EA. ENGINEERING DRAWING REQUIRED YES OR NO 2. I I *472 W - 1 1 < --~ 3-114.8 6406 64 Tenant Approval: :2.-4-4 14.SXS ~ COLORKEY qi Si 'U#'"1 .01 44Â· If,/7 I PAINT DS090 TO MATCH GARGOYLE_ - 10Â·8" i UF- -0â€¢ , C 0<9 111 t (BM 1546I St Th\4 114001<50 A 564 (DE6172 W125% DARKENER) (DE) -/ 7/ ,Â« - - i ~811{L YS320 TO MATCH BUNGALOW TAUPE NEW DOUBLE SIDED PYLON SCALE: 3/8" = 1'Â·0" SIDE VIEW ~ VINYL 3M# 3630Â·22B BLACK BLOCKOUT Work Order #: AAA ~ QUANTITY: 1 MANUFACTURE AND INSTALL (ID) 1 Â« p* mYE 3M# 3630-33 RED ~ NOTE: UNLESS OTHERWISE NOTI ELECTRICALRUNSORFINALELECTRIC 10(0.09.2-1 0,1,1 SCALE: 1" = 20' ~ VINYL _3*â„¢*)Â·156 VIVID GREEN - 3 FOR 120 VOLT POWER UNLE ~ HOOKUP CHARGES ARE NOT INCLUDI VINYL 3M# 3630Â·20 WHITE ILLUMINATED DISPLAYS WILL BE WIR ---- OTHERWISEINDICATED. 1-60 -rb DE REPLA.060 01 ( 561[- ArtAâ‚¬4166 , Al . NOTE: UNLESS OTHERWISE NOTED THE COLORS DEPICTED ON 1 VOU/GE 5 NOT 1 0 FLEASE IMIATE YOUR VOLTAGE HE A -1 THIS RENDERING MAY NOT MATCH ACTUAL COLORS ON FINISHED DISPLAY. PLEASE REFER 10 COLOR CALLOUTS AND VOLTS 6-1.Ecrno Ao,Al.~Dr,C- N -4 1 TIMIR APPROPRIATE VENDOR SPECIFIED SAMPLES FOR APPROVED COLOR SPECIFICATIONS . THIS DRAWING WAS CREATED TO ASSIST ' 5 & c,4 4 ( 1 AJT,ix,#AL GENERAL NOTES: IN VISUMIZING OUR PROPOSAL THE ORIGINAL ORAWI HEREINARE THEPROPERTYOF YESCO.PERMISSION TO C 1 1-LU-,4 H A.,<104. P. MANAGEL]FIELD VERIFY GRADE OF PROPERTY AT INSTALL 1 11 1 9 ORREVISE THESEDRAWINGS CANONLY BE OBTAINED T FLOCATION. 1 / 49*;~~.r A WRITIEN AGREEMENT WITH YESCO SEE YOUR S# REPRESENIATIVEORCALL THE NEAREST OFFICE OF YES 4 90 11-0Â¥ 13Aotc 10 , PERMITTING 1 TOP CABINET AREA: 32.66 fe ] \39. *42AP DESIGN#: 09626-1R6 LEâ‚¬) w Ill- RE.Q,tA, AE I LOWER CABINET ARTAiÂ®.71 W (TTL: 73.37 821-1 +hÂ· COLUMN AREA: 18.33 W EA. (TTL: 36.66 W) i De{)1/â€¢jÂ£'Â·V. ELECTRICAL SERVICE INCLUDED I YES OR NO ~ ~ - 13 10(0 ; Lit# 5 -00(05-1 o 0Â» 079 9Â»51 04 (MAJ'dio K Â£4Â§17 PYLON SPECS :] YESCO Â¤ CAP MATERIAL ALUMINUM 10'Â·0 - (0.A.W.) COLOR DUPONT ,#0S090 GARGOYLE Denver Division 303Â·375Â·9933 FINISH LIGHT TEXCOTE 4 -- - 3770 Jolie, Street 303Â·375 9111 i.. 9'-4 - {TOP CABINET) Â¤ CABINET MATERIAL ALUMINUM Wl ROUTÂ·OUT FACES Denver. CO 80239 www.yesco,com D BACKUP #7328 WHITE ACRYLIC ~ 5 6 518" NOWER CABINET) ~ 1 4 110" I 8'+3 1/8- ILOGO SET} 2'-2 " PAINT DUPONT #YS320 BUNGALOW TAUPE 4 i ~ LIGHTING FLUORESCENT (COOL WHITE) TEXTURE NONE 69 lk.0 1-1. GG. 09 0 ~ PUSH THRU TYPE 'h" CLEAR ACRYLIC SAFEWAY O 1 VINYL COLOR SEE COLOR KEY Addriss: STORE *0920 F - (19 4 2 < uD Fbo-Â·r LAYER 1st SURFACE ON y, CLEAR . BACKUP #7328 WHITE ACRYLIC . SAFEWAYO Â© 04114.Ab 2 10' ~ MOLDING MATERIAL ALUMINUM US. HIGHWAY 34 & STEAMER DME - 80 PAINT DUPONT fDS090 GARGOYLE ESTES PARK. COLORADO 60 -V TEXTURE NONE i i PAINT DUPONT GLOSS BLACK Sâ€¢102 RICK BEILEFEUIILE *-- 32.66 ft' 4 -4, 9.- li944,0 4 1 i | 79 NO ~ CABINET MATERIAL ALUMINUM 0â€¢4 'BEEHIVE . === TEXTURE NONE ! LIGHTING FLUORESCENT (COOL WHITE) Scâ€¢le: NU) ED Date: 08 28.09 Â® 3PC NOTE 8.88 8 7 d SENSOR w ~ m GA MODEL 6PC?8SF7DC70UI0 COLOR RED (WITH AUTO DIMMING) ALUMINUM Revisi.i Â· lEDs OF GAS PRICER UNITS HAVE AN AUTO-DIMMING FEATURE ~ ROUTED FACE ~TEUR~AL #7328 WHITE ACRYUC 08.28.09 ORIGINAL DRAWING k.a mi RE TO BE BRIGHTER DURIN ; DAYTIME AND DIMMER AT NIGHT. UNLEADED == @ PAINT DUPONT GLOSS BLACK 07.3010 R I REDUCED CABINET HEIGHT. AF- In GPC MODEL GPC18SF7DC70LB0 08.06.10 112 RESIZED ALL SIGN ElEMENTS. KL 1 COLOR 1 = 8.889 9 40.71 W ' 49<Pki~A#j 0,PrK*l.- U FACE TYPE POLYCARBONATE 09.42) RS CHGD. STONE TO EIFS. KL ~ GREEN (WITH AUTO Dil,IMING) ~~~;J;;~~t~~&1~,mHTNIE~E~NI~ KL COLOR WHITE 09.08.10 RB CH60. LOWER MUL[]116 ELEIAENTS. 10> @ \1,1(0110 | VINYL LAYER 1MSURFACE KL 9 DIESEi-- Â© COLOR SEE COLOR KEY 09.27.10 RI~LAODED 2ND OFTION FOR GAS 0 n . 4 U .0 9 0 ~RETAINER TYPE ALUMINUM PRICING. KL SIZE 2" 01.23.10117 ADDED AUTO DIMMING To LEOs. KL 3 c GALLON CLUB CARD Â® ~ 1* SITE MAESHOWING PLACEMENT OF SIGN . i scwEws PAINTED TO MATCH 1 PER DISCOUNT WITH flw) t. 4 q oc> O N v,5 D./.1 + 1 COLOR DUPONT BLACK --cÂ® 4 6till*ll Â£ 4 0,> W~A 1.4 444-i- Q POLE COVER MATERIAL EIFS -'F.1 -bEE PAINT DUPONT #YS320 BUNGALOW TAUPE - VIC 'll. Im T I / TEXTURE LIGHT TEXCOTE , ~ i SHOPDRAWING REQUIRED YES OR NO 4" \1 / ' ENGINEERING DRAWING REQUIRED YES OR NO i â€¢- 18.33 W U ~ '. 1 ~ ~ COLOR KEY 1--~ T. . 4\:, 3... 1'Â·8 . PAINT DS090 TO MATCH GARGOYLE i'BM 1546) .. E-- PAINT YS320 TO MATCH BUNGALOW TAUPE L~ (0[6172 W 25i DARKENER, IDEI ~ NEW DOUBLE SIDED PYLON SCALE: 3/8- - 1-0- SIDE VIEW 1////Â« ~ VINYL 3/#3630 228 BLACK BLOCKOUT Wirk 11*# AAA - N QUANTITY. 1 MANUFACTURE AND INSTALL NOTE: UNLESS OTHERWISE NOTED. I ' 4 b ~ VINYL *# 3630 33 RED 1 1/ /0 - ELECTRICALRUNS ORFINAL ELECTRICAL - - HOOKUP CHARGES ARE NOT INCLUDED. ~ VINYL 31&#3630 20 WHITE I/ SCALE: 1" = 20' ~ VINYL 3- 3630 156 91Â¥10 GREEN FOR 120 VOLT POWER UNLESS ILLUMINATED DISPLAYS WILL BE WIRED OTHERWISE INDICATED. /// -TI: UNLE~ DIHilâ€¢WÂ·St ml. rilCO,CRGOEPIC,tDON . 410'IMI / I."- ./.,~I .Â®1CA. '.I- I.LT= 1-. / jEE*0E~16*$ 6 1~ VOLTS THISRE,afÂ¥.GMAâ€¢'al 'I,AH:HACIUALCO,0,ISOD ' 11~~~|r- 446 GENERAL NOTES: . VISUAU.I. 0...... 1111 ./.U -MNG5 â„¢15 DRAWINO WAS CREATED Â¥* Alll. Â¥011 HtRUNAR.........0 ./.5510'.Cll ,>319 P. MANAGER FIELD VERIFY GRADE OF PROPERTY AT INSTAtl 2 / 0912Â·-1 ORIVIS' 111131.A~/ING'CANO~R'. 08.-0111. LOCATION. ..6....10. Cat. THE .1/51 01....SCO A./11/' ACRI./. WITH Â¥.co SH Yol' SAUS PERMITTING TOP CABINET AREA: 32.66 W 0 9. 12,9 0.. DESIGN#: 09626-1R7 LOWER CABINET AREA: 40.71 W (TTL. 7337 fe) i. - * COLUMN AREA: 18.33 W EA {TTL: 36.66 119. 1 1 1 1 3 1 ELECTRICAL SERVICE INCLUDED YES OR NO 3'-6 - 7'Â·4 " {CABINET HEIGH 15'-01/2" Landlord Approval Tenant Approval: Received Date ~ - 10 -to Town of Estes Park 9~N Permit Number 8-09 10 Received Bv CK/\ Commercial Application / Building Permit 20(0. Department of' Building Sately 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 8()517 Applicatic,n Expires li.01 General Information and Inspection Line (970) 577-3731 ' FAX (970) 586-0249 0 www.estesnet.com 2,012, Note: Use this form for Non-residential and Mixed-use Buildings Permit Expires 1 -1 Job Address. 62| 1514 THOMPsop Ave- Lot size: 67.'Plo diA'C Lot: 1-Block: Subdivision:GIL-Valt- LANIa STA 806â€¢5 Ann. Parcel #: 1-5,9.5 00 De> 9 Owner Name: SAFEe\VAY ST-012-igs 46 INC, phone: 309. e*3. 7S3-Â·4 CLOCAL) &900 S. Yesâ€¢Mirâ€¢ Sreâ€¢.1- , C.NTLEN,U,AL, Col-O 12.4 0 0 60/12 Address: (State) (Street) (City) (Zip Code) 'ROCUE. 60,19Â·rial c.foo-3, \Mc Contractor: -To 13, E D 2-Eermâ€¢M I A., 12-0 Town License #: 71 1 Phone: 970 - 35(9 - 36 1 1 Address: 36, 1 -115+ AU (L G Â¢z.6,2- LE'~ 00 00U31 (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: MNew Building OAlteration OAddition Building Use(s) Fire Alarm System: *No D Yes: Existing: STA154*el proposed: Fu mit-/44 FAR' (-6 +Y Fire Suppression System: *No U Yes; Sewer: *Estes Park Sanitation 0 Upper Thompson Sanitation D Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: U No lkYes - State and Town Licenses Required; Plumbing Fixture Worksheet Required Fixtures:*Add D Relocate U Replace <Demolish Water Service: 0 Existing XNew - # of Meters: 1 - Meler Size: ~ inches Electric Involved: O No 0,Yes - State & Town License Required. State Permit and Inspection Required. I"WGN"Ma~ -4N.w 5.60-'Oâ€¢ â€¢Y Service: *Existing D New: U Overhead Aundergiound. # of Meters: ~ ; Meter Size: 422 amps. Temp Meter: I No XYes Type of Heat: 0 Gas ,*Furnace Fuel Gas Involved:*No Yes -Qualifications and System Sizing Required. kElectric U Boiler Type: m Natural Gas O LPG # of Gas Appliances / Outlets: Building # Floors Basement (sf) 1 st Floor (sf) , 2nd Floor 3/ Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Heiuht: p Fin %*- Fin %46 41 Fin Attached (sO (sf) |8 L 5 Ft ~ UtÂ·Bi Unfin l JjiflÂ« Detached 43420 U/4 N/A *Fue L C.A.kt D 04 Job Description: Total Valuations (Labor & Materials) St-ri Dev-6-0"Mâ€¢er 4 6.0.r.-Mor-,09 0. Ful=t. 010,4 *UP 1 852.26(3'52â‚¬904 1 certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. Â£ Contragor) Owner 0 Owner's Agent Il Tenant Signature UnA-9 8 4--~Â·e Dat6<101/0 Print Name ./A N i ta L J. FL e #i -------- *** Office Use Only *** Job Description: Application Information NELâ€¢J CULL 5-rÂ»,VI 04 CAROP, Approved Disapproved Fees + Cod U &.1.1 4 '01 CE- 51-D at Public Works Applicable Type of Occupancy Class(es): Water 4 437.00 Code(s): Construction: 1003 i-coo,3 40 + 1,6 1\1 Light & Power (â€¢457./4 O*cupant Load(s): Floor Load(s): Roof LoadÂ· /00,00 MD" 7 1-\ Planning 1106'tia74:1 2,1~> 43 (04(,1*rE- 40 evt 1 Me,Lo#Â¢,v\6Â»rT--Ac,Â¢U,6.w.Â¥24Â¥r- ZOO, 00 Variances: 191â€¢4 >PR.60 106,v~54 33Â¢U.94'-- Fire I)epartment â‚¬A< Â¢o >'U.1..C- C.- VO, ri Al ce t> 5.:-.1.bcuÂ¥- 4071 Â¢>..A- 104- bÂ·:Eltiz . Building 3357.160 Setbacks Front -ELS'-6Â»191 Sidels Rear 1 River -2.:546â€¢.~4=1.~G=+Mul:b=#~ 1 - Plan Revieâ€ž 492..1\ Zoning Hazards Census # Count,Â· Tax 2\03.61 Geo Wildfire Flood 51,1, Certificate of Occupancy CO NONE rnA f PED 50.00 Building Official . Date Lrtx,L~~Al::~-Â£-- 20,0.0%.53. 231 1/ (/7. 1 2 Total \\Servera\comm_der\Builling\Forms\Applications\Building Page 1 Revkr,1 7/19/-)nfl-7 - rn Printed: 8/3/2010 Page 4 of 11 Permit Record Report Permit Number: B-8920 15. We will need to know the proposed size of the electric service, type of heat and whether or not air conditioning is being proposed. 16. Lighting for public streets as per the Galloway Engineering drawings to be released. Approval Reviews: File Received: Review Completed: Reviewer: Status: 6/14/2010 6/14/2010 Todd Steichen Approved with comments Comments: Approvals: File Received: Decision Date: Status: Department: 6/10/2010 7/26/2010 Approved Planning Comments: DEVELOPMENT PLAN #09-05 Compliance with the development plan approval is required with modifications shown on the approved buildng permit. ESTES VALLEY BOARD OF ADJUSTMENT VARIANCE Compliance with the Board of Adjustment variance granted on July 7, 2009 is required. The one remaining condition of approval is (1) Exterior lighting under the canopy will be completely recessed. WEED CONTROL PRIOR TO CONSTRUCTION Eradication of weeds is needed prior to commencement of land disturbing activities to ensure that weeds currently growing on this site are not distributed to other sites, e.g., through the removal of cut material. JL SETBACK CERTIFICATE - FOR PARKING LOT ' 71' 1. A setback certificate sealed and signed by a Colorado registered land surveyor is required prior to verify that the parking lot is setback 25 feet from the Hwy 34 property line. The general contractor shall provide two stamped certificates in the permit package. At least one must be an original. The inspector will leave the copy of the certificate in the permit box and will bring the original certificate back to the Building Division to be filed in the address file. 2. The setback certificate shall include actual measured distances. DRAINAGE/EROSION CONTROL/SEDIMENTATION Construction activity shall not result in or contribute to soil erosion or sedimentation and must not interfere with any existing drainage course in such a manner as to cause damage to any adjacent property or result in the deposition of debris or sediment on any public ways, must not present any hazard to any persons or property, and must have no detrimental influence upon the public welfare or upon the total development of the watershed. OUTDOOR STORAGE AREAS, ACTIVITIES AND MECHANICAL 700.(D. O% 0-(39 to CL--< --=-- SEE SITE PLAN FOR LIGHT -~ FIXTURE AND POLE HEIGHT . 23= A e a*,*-4%' 166 4 RÂ«-4_ 40 -rop OP- AIR UNIT W/ COMPRESSOR & WIRE BRAIDED HOSE /- 6' CURg~/ 4'44" WATER TIGHT J-BOX Cl\\. BASE PLATE W/ 3/4" CONDUIT FROM WIREWAY- / / (4) r0%14 * ANCHOR BOLTS W/ 4" THREADED PROJ. 01 3/4" EYS SEN. 1...1: --3 -/941.#f ; 4 *5Â¥ ~98*54&$ -trd.Â· Â·. ~.; Â©, 4 -9*933Â» .1' 4 1 7 1'-6"0 DRILLED PER W/ (4) #5 Â» I , ..1 VERT. REINF. â‚¬ .1: I .:1 , & (5) #3 TIES ES: 1 91.9"6/ MEET ALL ACCESSIBIUTY EMENTS , 3'-0 ,1 -,. , - LIGHT POLE BASE A ' TYPICAL FOR ALL SPECIAL EQUIP. MAJOR PROPOSED SITE R [Del MARKETING SECTION POLE LIGHTS 00] ,/-4000 PS' Wi FIBERMESH SLAB Â· Â· â€¢ a 4 4 4 1 A 4 Â· A - .4 i Â·~ Â· . u I .g, -~2 DIYBO LI Naid 131Si 4 07 4 ~ . 3â€¢180 83/31; GN, ir AV/,011, Â·SÂ·n il 41 - F * #904N , 2 Wi : k I .0 026# ]BOLS k-'*11 1 ...... 5.... 0. XeMOileD Sp e 11 2 5.05.Ze| 31<| 1'4 :: 9 7 9 kLI10Â¥3 DNI-,3 n,3 AÂ¥M33vS i}&: iiI 1 1, 3.- 0 4 q .':h d d â€¢1 1: EN 1 4 ",- . 9 41 . : i # 2 93 8 & 1% 44 11 i P. 3 i !Â·,4 4 @i . 4 24 1 1 . 9, .1 9 - s z ji ki- 15 Sh: '- "" ' ~ ' i:ijaillie:libi 4 14 1{i i' C i; t i i 1 3 ~ 4* b ~ 01: : . Ing;i:;dii,iÂ·.- , 1- 1 Jitul 4 2 0: '4. . Al/E' Â·2 b. . 7 71, A P; 3:. ifif .k :.. i fs! . 9.2 3': Â·'4 i s , 1 '. 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Â· 111 g :'.5. bÂ¥ 2 ~ A - i Jiti oii&; Â§}pL}14:11 3# jiti lit j:332223 ii n i l Zi :62 ill k:~n iE f * ~?# 1 3~ifi ff* $2: 12#13-1.lii iÂ·6â‚¬)Â® 9 8,9 :' 5 2 2,7)2t'.R,~ 7,)13 XECU) 1 8 S.Â®,1/98 3Â·2' 9 Z 'E) 1)'8 Â®SEÂ® Â·' 0 1 1 01 i 9. 0/4 \ 4 22 h ' b 91.4 2 1 2--0. 1,; 5, 4.3=. 11 C * T 'Mi rl , , 1118 4 103- #,5 .--3-' 69~ te' #. -1 , L 267 1 821 1%: Sdi:!. 5 8181 3 /3 5~ i 4 3} r u ~4 w 48 --.e 1 1 01... . 614 .M Â·:~1224..,Â·. v...f.. auÂ· ili C i0511 3 ..111 - 0 ~ N. 9 9 *U: E 1 1111 0 11 1 77/= d ca Â·!fc! 4 4 .' 4.0.411.61 A 0 1=C .... . Imi jib 0 1 P. I . 2 2&2*3 if. f i. .R...1 \\ 1. 1 â‚¬ 07 f * 91, T1I : te \\ 93 *75 1 TA r Ila 4.- V / C 7 7 1 1 4 \ ti .p I 9 ..4 4 7 1 3) J 1 1 1. / r: . k-L...4 ....9 4 1 . .9 . 4 C .... 7 1Â·-7 V . 1 81 . .0 ..1 (21 ? . ---â‚¬-- 1 0 - . â€¢ 1<t I J 14 + 7-- 8 7 1 1 1.4,1/ 1 1 - -i /<-*- ... 1; 1 '42 1 1 1 1, 1 -12 ; C <-1 4% I .' f t; I ...,KA . D .1 L. T. - - 1 . 1 1 . an C _'46ajll '5Â«946 /1 1 6 \ 1 \ r /*hoe / .4 9 .35 1 ~ 9, . 9 \S Â® #" ..:. Wij .r \ 5 ic 'f i /K + t.. 4 A a.h 1 1 4'. 4. - ' , I. / *<:5 .* Â® 1.1- :Â©1 1\\ 1 9* .. I .43 .: 9Â·tu:..4 4 . I . :, -44. 25 12 *.... - . ~ 0 1 e ' 9 4 1 1 Â· r \ ---- 4.- \ - 6 #~i L to =leâ€¢ -iâ€¢ i k, -1-. rc~ 1. SITE LEGEND SITE SCHEDU '91 M=t n'., s .2 . NVId 31IS STM~ERÂ·9? I,trlce Copy ///~ TEMPORARY CERTIFICATE OF OCCUPANCY . 621 Big Thompson Ave. Safewav Fuel Address Building Permit Number: B-8920 The work approved by Building Permit Number B-8920 has not been totally completed. Not all requirements of the permit are completed. However, to allow owners the most possible use oftheir property, a Temporary Certificate ofOccupancy is being issued. ---- --- ---- It is the responsibility ofthe contractor and the property owner to complete all ------------ ----- - requirements associated with the permitted development, in a manner complying with all Municipal Laws. No changes from the approved site and construction plans are authorized, without prior approval ofthe Building Official. The contractor and the owner must read and agree to the previous statements and the following requirements, prior to issuance of a Temporary Certificate of Occupancy. 1. This Temporary Certificate of Occupancy expires February 2. 2012 . 2. Prior to issuance ofthe CO, Planning staffwill review for compliance with the conditions ofpermit approval such as: â€¢ Submittal of as-builts â€¢ Mechanical screening - Paint mechanical equipment â€¢ Revegetation and erosion control (erosion control needs to be completed ASAP) â€¢ Submittal of a setback certificate â€¢ Dedication of an access easement for sidewalk (recommendation) 3. Prior to issuance ofthe CO, Public Works staffwill review for compliance with original list of items required with permit approval. 4. CDOT ROW permits are required to be signed offby CDOT. 5. Inspection and approval ofpermit M-0103-10 for the structural freestanding signs is required. 6. The State Electrical Inspector approved release of TCO, final inspection approval is required for CO issuance. 7. All TCO items listed must be resolved and CO obtained by TCO expiration date. 10 f Z.9 ~16 Con Date 11-~291Â· ubho Owner (30,1,6-AUCTD.â€¢ /'f#A Date 9 A PawAY (-c. 111/1,0 Building Official Date Fee: $100.00 6/ LANE SUPPLY, INC. 120 Fairview Arlington, Texas 76010 817-261-9116 -1 0.75" :-- | 1.125" - b . 01 0 42 co b R 0.0625" co TYP -1 -7,=m, 15.96875" . SL-316 DECK PANEL Section Properties Gage Wt, psf Thickness, in ASTM 653 +I, in4 -1, in4 +S, in3 -S, in3 +M, ft-lbs/ft -M, ft-lbs/ft Grade 40 0.5830 0.2726 0.2414 0.2042 361.40 305.70 24 1.46 0.0239 Grade 50 0.5526 0.2641 0.2262 0.2013 423.30 376.70 Grade 40 0.7753 0.3637 0.3272 0.2612 489.90 391.00 22 1.83 0.0299 Grade 50 0.7522 0.3506 0.3147 0.2570 588.80 481.00 Grade 40 0.9365 0.4631 0.3958 0.3195 592.50 478.40 20 2.20 0.0359 Grade 50 0.9216 0.4447 0.3875 0.3140 725.10 587.60 Grade 40 1.2184 0.6826 0.5172 0.4377 774.20 655.30 18 2.93 0.0478 Grade 50 1.2128 0.6517 0.5134 0.4296 960.70 803.90 Notes: 1 Designed per AISI Cold Formed Steel Manual, 1996 ed. 2 Complete calculations are available upon request. 3 f M is allowable bending moment. Issued 4-29-04 This sheet is the property of Lane Supply, inc and may not be reproduced without express permission of Lane. LANE SUPPLY, INC. 0 ... 120 Fairview Arlington, Texas 76010 817-261-9116 FAX 817-275-1660 STANDARD BASE PLATE DESIGN Bolt Weld Weld Base LB P # M PBOLT Dia. t REQ'D t ACTUAL Reg'd Actual Plate (D - M) (ft-k) (k) (in) (in) (in) (1/16 in) (in) Mark 12 1 10 10 4.07 1Â·1/2 0.53 314 0.67 1/4 LBP 13 12 - 20 20 8.14 1 1/2 0.73 3/4 1.35 1/4 LBP 13 12 - 30 30 12.00 1 .1/2 0.88 1 2.02 5/16 LBP 14 12 - 40 40 15.74 1 1/2 1.00 11/4 2.69 5/16 LBP 15 12 - 50 50 19.67. 1 1/2 -0 1.11 11/4 3.37 1 5/16 LBP 15 12 - 60 60 23.61 1 1/2 1.21 11/4 4.04 5/16 LBP 15 12 - 70 70 27.10 1 1/2 1.29 11/2 4.71 5/16 LBP 16 12 - .80 80 30.97 1 1/2 1.37 1 1/2 5.39 F.P. LBP 16 12 - 90 90 34.84 1 1/2 1.44 11/2 6.06 -Â· F.P. LBP 16 TS 12 XE COLUMN: CONSTANTS: D= 12 in. A36 Steel Plate Fy = 36 ksi e= 2 in. E70xx Electrode Fw = 0.928 k/in/16th b,d= 12 in. A307 Anchor Bolts Ft = 20 ksi EQUATIONS: M x 12 in/ft M x 12 in/ft M x 12 in/ft ~ BOLT - Weld = = Fw *d+d93) 2 bolts CD+84-0 S Wild X FW 6x Pxe x2 bolts tREQ'D = i 0.75 x Fy x *+2t) 1 4--4- 4 1 L WELD ~ | CO : 1% i Af >4 -~\\ f 1 il yip-1< CO Â» 11+0* - 1 7: 1- f 1 7 4 2" u i, 8", 8" \ Â· 2" 1,-8" b LA 0 1 U. CL 1 Mat I *E i 041&81 *P=. 11 11 1 1 fig; 1 ' - 2-7)' 6m a EDI- .* f.,Â· 1:.}27 - 2; -- ---ilit 1:9/.0 7.u' #204=.4 + . I *%2*'*'1 4.13Â£. 2 31: i. E .Z U) .R 0 i1 U :Mi :4' I P ~Â¥''UtÂ¥ ~A *Clâ€¢.p..p {30_ceâ€¢â€¢t. iÂ·,- aâ€¢". fâ‚¬â€¢â‚¬,4 ;'"*- ;;;*'Am | ~ 11'6 ..f'.0... Outdoor Banner 3Nll Spelep JOJ GO,AUDS Jau]Ollri) 039 *Idde suo,Inim pue worpulwN. idwnd al!118 3AVS 2Â«1 0 -7. 43 5 -9920 04 RESTORATION LANDSCAPING GUARANTEE Subdivlsion/Development Plan Name: LoÂ·r 1 â‚¬iu v.ra. LAN 9 Qr'A B U,5 Ape, 621 914 1}10,)ps,>,0 A wa , %*r-â€¢n 13â€¢, pÂ·,t, 60, 1, being the properly owner/developer, hereby agree to comply with Estes Valley Development 409/7 Code (EVDC) Â§10.5.G.2 Restoration of Disturbed Roads/de Areas, which states: All disturbed areas, Including SWales, back of curbs, cut-and-fill slopes, vegetated cul-de-sacs and planted medlans, or other features at entryways, shall be promptly stabl[Ized through grading, placement or retention of at least four (4) Inches of topsoll, and planting with vegetative materials appropriate to the exposure, slope and soils. See also Â§7.2.C, "Restoration of Disturbed Areas." Any Applicant must provide a written guarantee that the property owner will replace any required restoratfon ------------ ---landscaping -that- is-damaged or-Â·dies -during -the-first two- (2)- growing seasons. - ---- --Â·Â·- -- --Â·- Replacement wjll be consistent with the approved landscaping plan and will occur no later than the next growing season. and with EVDC Â§7.2.C Restorat/on of DisturbedArees, which states: 1. Fo//ow Natural Contours. All disturbed areas shall be restored as natural- appearing land forms, with curves that blend in w[th adjacent undlsturbed slopes. Abrupt angulartransitlons and linear slopes shall be avoided. 2. Revegetation Requ/red Areas drsturbed by grading shall be contoured so they can be revegetated and shall be revegetated within one (1) growing season after construction, ueing native species similar to those growing on the slte when such revegetation does not contribute to hazards. (See also Â§7.3 and Â§7.5 regarding tree/Vegetation preservation and landscaping requirements.) Plans for revegetation of cut-and-fill and graded slopes shall be included as part of the landscaping plan submitted as part of the project development plan approval process. 3. Man-Made Slopes Greater than Twenty-five Percent. On man-made slopes of twentrflve percent (25%) or greater, plant materials with deep Tooling characteristics shall be se[ected that will minimize erosion and reduce surface runoff. 4. Man-Made Slopes Greater than Fifty Percent. On man-made slopes greater than fifty percent (50%), the Staff shall require additional stabilization measures such as erosion netting or hydro-mulching to ensure adequate stabilization and revegetatlon. 5. Topso# Stockoiled To the maximum extent feasible, topsoll that Is removed during construction shall be stockplied and conserved for later use on areas requiring revegetation or landscaping, such as cut-and-fill slopes. 5. Cut Rock Treatment. Disturbed areas resulting in rock cuts shall be treated with a rock-staining agent to the extent necessary to match the predominant colors of - surrounding.soils-or rocks. . l.4 N C k-1- 4, f- ue ,;L-/ Signature 0 Print Name 6AFad,Â¥( 1,40~ 12 ll,1010 Odle 0/~ SEE SITE PLAN FOR LIGHT ~~Il- FIXTURE AND POLE HEIGHT .. 12maN99229Â£51 =S= AIR UNIT W/ COMPRESSOR & WIRE BRAIDED HOSE 6' CURB 4"xÂ© WATER TIGHT J-BOX 71\\ BASE PLATE W/ 3/4" CONDUIT FROM WIREWAY-1~ ANCHOR BOLTS W/ (4) @"0*14" 4" THREADED PROJ. C\1 3/4" EYS SEAL- i il--17Â·ss~*gy r 4401Uu#Sial;441 - - 1 . b 1 -399 1'-6"0 DRILLED AER W/ (4) #5 VERL REINF. 17-77-r * & (5)#3 TIES ES: L 9-, 9" 1, ,Â£ MEET ALL ACCESSIBIUTY A , A \ EMENTS 3'-0" ., 7" , - LIGHT POLE BASE , ' TYPICAL FOR ALL SPECIAL EQUIP. MAJOR PROPOSED SITE R [Da MARKETING SECTION POLE LIGHTS 001 ~/-4000 PS] W/ FIBERMESH SLAB V . ....U . t. 4 - 4 4 <1 a - 4 7 - 4 (0 1 - 1 1. (1.) 02 1 1 This New Fuel Station, Canopy & Convenience Store Building has been inspected 4 6.0 3/. le!0!JJO BupPIIng ZE :Adoul?E) IE :31016 peorI wednooo uSIsoa 17*D Certificate of Occupancy 621 Big Thompson Avenue for compliance with the laws and ordinances of the Town of Estes Park and is hereby issued a Certificate of Occupancy Building Permit Number B-8920 Zoning_District CO suo!1!puoo Iumods OHI EOOT opoO Jo uor,ipg equo!Iddy .OUI 917 S@Jols ABAAOJES (S) JOUmo JO SSO.Ippv pUE gUIEN 1301}S 21!UI@SOA 'S 0069 EI 108 OO 'Iefuu@luoj Kouednooo pue osfl uotionnsuoj Jo odAL 5TATE OF COLORADO For Agency Use Only Permit Number Assigned Doacatoo to prolocting and imp,oving tho hoalth and onvilonment 01 tho poop e of Colorado te, 21:7' p Â·4300 Cnetly Creek Dr. S ~LE -9Â·, Derwer. Colo,ado 80266,/S30 "Negly./. COR03- Phone (303) 692Â·2000 TDD Ling (103) 691-7700 Coluradu Depart ;tkclit Located In Gle,dale. Colorad/ ofPublic Heald, Date Received 1 hllp:#~W,v.Cilpho.st:to.{co u*. and F,wironment Month Day Year STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES APPLICATION PHOTO COPIES, FAXED COPIES, PDF COPIES OR EMAILS WILL NOT BE ACCEPTED. Please print or type. Original signatures are required. This application must be considered complete by the Division before it will initiate permit processing. The Division will notify the applicant if additional information is needed to complete the application. If more space is required to answer any question, please attach additional sheets to the application form. Applications must be mailed or delivered to: Colorado Department of Public Health and Environment Water Quality Control Division 4300 Cheny Creek Drive Soufh WQCD-P-82 Denver, Colorado 80246-1530 PERMIT INFORMATION Applicant is: O Property Owner E Contractor/Operator 1. CONTACT INFORMATION Permit Applicant Company Name: Roche Constructors, Inc. Legally Responsible Person: First Name: Carlin Last Name: Naiziger Title: Vice President/General Superintendant Mailing Address: 361 71st Avenue City, Slate and Zip Code: Greeley, CO 80634 Phone: _ (970) 356-3611 Email Address: cnafziger@rocheconstructors.com Local Facility Contact O Same as Applicant Hiers Local Contact Person. First Name: Joey Last Name: Title: Project Manager Phone: (970) 301-5388 Email Address: jhiers@rocheconstructors.com Billing Contact a Same as Applicant Company Name Roche Constructors, Inc. Billing Contact Person: First Name: Jodette Last Name: Streeter Title: Accounts Payable Mailing Address: 309 71 st Avenue City, State and Zip Code: Greeley, CO 80634 Phone. (970) 356-3611 Email Address: _Istreeter@rocheconstructors.com Authorized Agent Agent may sign reports, DMRs, etc., as required by the permit Agent Name: Title Ernail address Phone # Authorized Position Position Title Phone # Currently held by: Email: Page 1 of 3 Revised 2/2010 2. PERMITTED FACILITY INFORMATION Name of Plan, Project or Development: Safeway Fueling Station Location of construction site: Street Address (or cross streets) 621 Big Thompson Avenue Estes Park County: Larimer City Of unincorporated, so Indicate): Colorado 80517 State and Zip Code: Latitude and Longitude (approximate center of site to nearest 15 seconds using one of following formats): 40Â° 22' 49"N 105Â°30'49"W Latitude: Longitude; (e.g., 39Â°42'11", 104'5957') degrees /minutes/ seconds degrees/ minutes/ seconds OR Latitude: Longitude: (e.g., 39.703Â°, 104.933') degrees (to 3 decimal places) degrees (to 3 decimal places) 3. MAP (Attachment) Map: Attach a map that indicates the site location and that CLEARLY shows the boundaries of the area that will be disturbed. Maps must be no larger than 11 x17 inches. 4. LEGAL DESCRIPTION Legal description: W subdivided, provide the legal description below, or indicate that it is not applicable (do not supply Township/Range/Section or metes and bounds description of site) Subdivision(s): Lot(s) Block(s): OR 91 Not applicable (site has not been subdivided) 5. AREA OF CONSTRUCTION SITE 1.59 Total area of project site (acres) 1.77 Area of project site to undergo disturbance (acres): Total disturbed area of Larger Common Plan of Development or Sale: if applicable: (i.e., total, including all phases, filings, lots, and infrastructure not covered by this application) 6. NATURE OF CONSTRUCTION ACTIVITY Check the appropriate box(s) or provide a brief description that indicates the general nature of the construction activities. (The full description of adivities must be included in the Stonnwater Management Plan.) O Single Family Residential Development O Multi-Family Residential Development E Commercial Development O Oil and Gas Production andlor Exploration (including pad sites and associated infrastructure) Â¤ Highway/Road Development (091 including roadways associated with commercial or residential development) U Other, Describe: 7. ANTICIPATED CONSTRUCTION SCHEDULE 7/26/10 10/19/10 Construction Start Date: Final Stabilization Date Page 1 of 3 Revised 2/2010 8. RECEIVING WATERS (If discharge is to a ditch or storm sewer, indude the name of the ultimate receiving waters) Immediate Receiving Water(s): Big Thompson River Ultimate Receiving Water(s): Lake Estes 9. REQUIRED SIGNATURES (Both parts i. and 11. must be signed) Signature of Applicant: The applicant must be either the owner and/or operator of the construction site. Refer to Part B of the Instructions for additional information. The application must be sioned by the applicant to be considered complete. In all cases, it shaH be signed as follows: a) In the case of corporations, by a principal executive ofncer of at least the level of vice-president or his or her duly authorized representative, If such representaUve is responsible for the overall operation of the facility from which the discharge described in the application originates. b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprletor. d) In the case of a municipal, state, or other public facilily, by either a principal executive officer, ranking elected official, or other duly authorized employee if such representative is responsible for the overall operation of the facility from which the discharge described in the form originates. STOP!: A Stormwater Management Plan must be completed prior to signinq the following certifications! 1. Stormwater Management Plan Certification "1 certify under penalty of law that a complete Stormwater Management Plan, as described in Appendix A of this application, has been prepared for my activity. Based on my inquiry ofthe person or persons who manage the system, or those persons directly responsible for gathering the information, the Stormwater Management Plan is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for falsely certifying the completion of said SWMP, including the possibility of fine and imprisonment for knowing violalions." 1 7. 19 - 10 Signoture of Legally ReÂ®onsible 22&n or Authorized Agent (submission must include orialnal sionature) Date Sianed 1,0Â¢ Cairhn TS , hk{-tic:pr VJR /fber)tn/,rÂ«.| Supr..Â»Â·,MI/i.12.7 Name (printed) Title 11. Signature of Permit Legal Contact 9 certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining the information. 1 believe that the information is true, accurate and complete. lam aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. 9 understand that submittal of this application is for coverage under the State of Colorado General Permit for Stonnwater Discharges Associated with Construction Activity for the entirety of the construction site/project described and applied for, until such time as the application is amended or the certification is transferred, inactivated, or expired.' LE_ /374Ii= 1 _-7--19 ~. 1 0 Signature of Legal'r#sponsible Person (submission must include original signature) Date Sloned I c or 1, 0 -Er. 140:124,< elr 11 VIP. ~/At'.44.441 SUporint.IA.A.AAR-1 Name (printed litle DO NOT INCLUDE A COPY OF THE STORMWATER MANAGEMENT PLAN DO NOT INCLUDE PAYMENT - AN INVOICE WILL BE SENT AFTER THE CERTIFICATION IS ISSUED. Page 2 of 3 Revised 2/2010 00Â¥h0700 '* AS) 25 g E 2 A 4 No blÂ»'313 G. ir ...."'1/ 9 -YEE Â£ 2 =4-004. â€¢34 $â€¢â‚¬19* 25 10Â¢ed 'IN/OWL NO mâ€¢'06*â€¢O 3 3 9 4 0 2 2%2 / 1 â€¢ 03 % 0%Â§@ . i tj os ,â€¢â€¢,ru =~uw .Â¢0:/14'~ AeMOileD ~~~g~ Al)110Â¥3 9Nt-13nd AM33VS 681 ' 026# 38013 0 1*Rod *10=4t/â€¢ SNOIS'fa 31,0 oN fy Z --./. 4 ifg. 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Il \ i li 1 I. 7---- -__ -- -~ I 7 ' r I: I 1 - \ 1 1 1 4 - -- Â«: : .1 9. 1 / 1 - I:= ~ ----Â· 7ft/l' tj/ d '"il 1 le=J=-_/ . -xv-@-1 -OCLOOLOgOnÂ¢,r 25 \/ \ - _.__<i*---- -Â·Qme YÂ« yÂ¥ lrÂ¥ -1-J / 1 rl- 9.9 A *:r-- u ___4 3- 7 PROPOSED SITE WALL-~ 1 ~ -~- Â« C Â«-- 9-,#Wi<-Â·'~ _,/ 7 / - - 1-1746-7-t---- / \\ J / / ' 19.x--2 9~2~9--=er- 1 / 91 1 it / -LHEE-/f\ \ 1 1_ 1 C C (C AlÂ»-=/ LOT 2~ AUZZA '2&3 22 1 & ;F /-- OWNER-STANLEY VILLAGE SHOPPING BOR~NG 3 Â«-_-ttf Offt) 1~,pv f -9 - 11 ) CENTER. LLC, \Ut \ 31 /1 / 1 / ZONED COMMERCIAL OUTLYING j. %-al 9< ~ PRO POS ED- ~Â©A \.4 9 ,t__a--4 Â·Â·Â· 440Â«f / UNDERGROUND---7Â« 1~ e 'u0s-STORAGE TANKS / , Â·'0, ~ 1 4 49) 414 ---1% t / / //P" 7 / >fl 0 1530 CANOPY \ / ' Â· 04 ,.0:~ PROPOSEDn / / \11~9~/jy./ (092 05 0 0% 7505 9.fr -.0 0 02 -5 61~\ O L.43 - , 07 ,/ / // / 1- ,144%-_/ / 40 2 Â« 0 / 9 - Er / . ,< 0 0/ / 1 Il/~/f~~>J 9> f~~ 7 ' / 2\/ o BORING 2 1 / P r. 1 fl//1 es 1 13\ faft . ,/ 1 feT , hit th.\/ /j / X / 31 / Rd f ' 03 / . /. / V V 1/ /, / BORING 1 20' . PROPOSEDÂ« r / / 91> ./ 103,- ~ 1-..' 1 1 KIOSK / 1: 91. i 02 .-4 IF / , 02 t. 94â‚¬74 / 0 1 <e :103 ~ 5 - 13Â§'02 11 * I .1 6 1 . 1 /1 500. CO : : '' 1 E , 03 1 04 . / i 1 : 1 0 1 i 1 1.--I- ) 0-1 / / -Â·\ 03 \ , . ; Cal, A / Ul/ / . 11 0\\32*32=29\ rti tf l/ i, 1 i K 0 I / / 74/ DETENTION | WATER QUALITY POND //Af ~i f 9 \ 2329 ' 41297 I 1 100 YEAR+WO ISEL=7500.50 / / VISIOR CENTER / DRIVEWAY 0 / 10 20 40 / A / 3 11 7.93 / APPROXIMATE SCALE-FEET * /\\ i / 10-1-160 Kumar & Associates SAFEWAY FUEL FACILITY ESTES PARK LOCATION OF EXPLORATORY BORINGS Fig. 1 1 1 8/ 1> prOJects\2010\10-1-160%Drofting\101160-01 dwq 11, 1 OY - 16.58 prn PLUMBING SYMBOLS < .W H-N*1. /01 81 SAFEWAY GWABL SYMBOL ABBREVUTION DESCRIPTION 'i CO CONDENSATE DRAÂ»4 VENT W WASTE L #Â· El-_d Lf , 4 1 ~Fl-1,24 L-1 3-1/29 CW COLD WATER 1/ 1 \\ 4 11:,9 6 = = 411 -al- - -- ~ --- ---- HW HOT WATER / \ 14-1- .FS-1 -P-Sil= L,4 74-'---- AvrR - TW - TW TEMPERED HOT WATER ' FILIEREDWATER - rl-1/2-v m '. c 2. (410 RESISTANT) h.41. O 2 GATE VALVE I L mt 1<.TEÂ» 1 rw rk-1 6111 CHECK VALVE 7 +UNION X - --1-29. ill33%%:iEll CÂ°T ~ACID RESISTAN~ 1- -2 f' CO X W TEMPERDIG VALVE 3/4 -1. â€¢Â·vm JIL -#1!L_ Ell CO Cl EANOUT L ~'J'lin Z \ O 0 pco FLOOR CLEANOUT CLEANOUT TO GRADE 44 \ 1-12â€¢V Ffl \ . He HOSE BIBB Li 4% Â»01 k-.1 M 21 1 9 12 I.j:-~ .-3â€¢~4-1 ~3 f.--T -221 / 0 PIPEUP lilli, 1 16 v.*i-am~ 11 coâ€¢â€¢IECT'.WAS1Â£ PUBLIC =T--) FPEW *PRESSUREAMOTâ„¢PEUT~JREREUEFVALVE I PIPE CONNECTION ---2 11- ~ \ \~1-WrV .2.Bg 11 V / 1 r.7----7- -1-. . FO FLOOR ORAIN L ~WER SYSTEM. SEE STTE 3 UTILITYPLAN FOR â‚¬ ROOF TOP HVAC -< Â·. 1 | 44 . UNIT, SEE . .Â¥ ABOW FINISHED FLOOR 1 1 CONTNUATION 4 S. VE:IFY MECHANICAL 4 4 3-Ar - 1*211 1 7. 1 APS ABOVE FINISHED GRADE 32 CONDENSATE -2 DRAIN UP TO ROOF 6- P.V.C. -IASE- ------*r-t --iNE--Sui~# 1-10'V DRAWING ~ - C--/\ ~ 4~+~ f~~%<fi~ 1 CD CONDENSATE DRAWN Wrn- 29 LONG DOWN RAD,U-SEP~ =ch .1 ~ T.,11-4 2 DWG DRAWING rly/f 2 1 1411Â¥rk I- ICE MAKER FEEDER Em NTS NOT TO SCALE 1 '2' L r OVERFLOW-- Â· U -2-2- -MIT--11 -3- OVERFLOW SS SANITARY SEWER & ROOF DRAIN NN. | W11 & ROOF DIWN TYP TYPICAL CE]- - SEE A) FOR VTR VENT THROUGH ROOF SEE AS FOR ~- ROOF DRAIN ASSE~*CY ER:.1 TERMINATION til--2-ZE--- SEE DETAIL MAS ' t - - - ./ -2:2 TERMINATION WCO WALL CLE'NOUT O Z 11 i U 1. ALLPUAGINGPITHNTIBUILDINGSHALLBE CASTIRONANDCOPPERPIPING. 2 51 SITE UTILITY PLAN FOR PRESSURE REDUCING VALVE -0-ATION 1 4 11 \L,Em \ 3. TIE WATER SERVICE ENTRY DETAIL IS SCHEMATIC INATURE. CONTRACTOR TOVERFY LOCAL REalmEMENTS REGARONG SERVICE ENTRY LAYOUT, COMPONENTS, CLEARANCES, ETC. AND ASSEMBLY SEE L- ROOF DRAINI ~ 3;4" CONDENSATE DRAIN - MODFY AS RE*~ED ~ RUN ALONG WAU TO DETAIL 7/.A6 FLOOR SINK m E ~~ WASTE AND VENT RISER DIAGRAM /~-1 WASTE AND VENT PLAN &@E SCALE NTS O i. m 03 3/4- FW TO POST MIX MACHINES, (â€¢24- A.F.F.) r- 1Â· CW. SEEE 42 Â»>.Sh i.7 millili 94>\ Â«Â«f MACHINES F\t 1 DOMESTIC Oil:&01. AND BEVERAGEE I WATER PLAN L -: e. 1 FOR . rÂ»=RÂ»\ R ._ .- _ 1 2 1-3 -- ' 1 ~' # CONTINUATION g=1 r =1 - I 1 Ir reW 00- 70- 2 c~ 1â€¢ CE CiÂ» FlubA AH - PRCXJECT NO. Â«iNTI r roN I F-2 2 21 I r--1],-WFWTO i L. f/- lyle I . DRAWN BY: SAF-000920 POST / / ~ =7rl pos-r.ix Li- Â«47-0 1Tpr 1- CW ~ -// X\4 wa CHECKED BY: 1 1-1 m (+24- Afl.) : 1- 1/2- IMF FW TO EVR 17...HW L | L*~ MAKER (+24Â· AF.F.) L SUSPENDED JCS \-- la- IMF FW TO ICE , 3/4' FW TO POST MIX ,-1====1 21{-21Rf=L [ -) 1 AND VERAGE CEILING DATE / ./ 44 C=,1 MARCH, 2010 i MACHINES FIlE NAME: 1 PRESSUREE Sof920_P2.0-Plum i --- ;3~4~lcith I ~ -j VALVE 1 REDUCING F-3/4-CW DOWN TO & 3/41-1* i TP ~ ~ ~Pl<Â¥.-al | METER , m 1?1 ' UP FROM WH-1 -SEE ZIPÂ·1 DOMESTIC ,-FWUNESSHALLBESTAÂ»LESS - F ' 1 - pl ---- .-' U9 A STEa.ORWOVENP.V.C.TU-G.NO g, 4 i / " E 1 1 44 EXCEPTIONS ALLOWFD 1,4.-\,A-1 P \0\0<l -L~ -'~ ~ 1/r IMF FW -Â°~9Â·4,.. , '-1,13].1-11Â·'~_=gr~ 1 J b BACIFLOW (.30. A.F F.) PREVENTOR M=1 744** , f : 22~ 2-3.41 1 - SEE DETAIL 6/Pl Z 1 3/4. FW -/ 1 I \ DOMESnc - I- -ir . -- hETER 1 + 3/4Â»CW & 34~HW Mep.1- il =Tly/4 , D CE: m 11- F2 DOV*TO W ~ Fl.DOR SIIOU~~ ~CKFLOW PREVENTER AS ~ 1--71 1 ; Â£21 1 + APPROVED BY LOCAL + 0 - FINISHED FLOOR . FlÂ· CW SUPPLY TO IRRIGATION -41 41 E . 11 1 1 [7 - 1~CW-1 4 , ,$ 1 / IRRIGATION SYSTEM. SEE \ W/TIER - N ~v, IRRIGATION PLAN FOR - - -~- ~7 ~ 1 7 MI 7 q --~ FD-1 2:1 - CONTINUATION, SEE WATER FLOOR DRAIN.-' 1Â· CW SUPPLY.SEE SITE UTILITY 1 1 ~ ~ r 7 -7 IL J - _1) ENTRY DETAIL THIS SHEET , ilit- - - [!EL . 1 DRA-G FOR CONâ„¢UATION, I ~ " SEE WATER SERVICE ENTRY Ll- CW SUPPLY. SEE STTE \ L BACKFLOW PREVENTOR FOR POST MIX SHEET Tr[LE ~ ~ AND BEVERAGE MACHINES DETAIL THIS SHEE1 0 - UTILITY DRAWING FOR PLUMBING / 14Â·CWDOWN // ~f SEE DETAIL yP 1 ~ TOHB -/ CONTINUATION, SEE WATER \ L 1. CW SUPPLY. SEE SITE UTILITY PLAN / WATER SERVICE-~ / SERVICE ENTRY DETAIL THIS ~ FOR CONTINUATION PLANS AND r CW SUPPLY TO IRRIGATKÂ»1 SYSTEM. SEE MIGATION PLAN - ENTRY. SEE CDETAIL / SHEET L / CW SUPPLY TOIRRIGATION SYSTEM, RISER 7 4 THISSHEET ;/ SEE IRRIGATION PLAN FOR CONTINUATION DIAGRAMS FOR CONTINUATION. SEE WATER ENTRY DETAIL THI SIEET El-j PHASE: -1 DOMESTIC WATER RISER DIAGRAM -' DOMESTIC WATER PLAN /-~ WATER SERVICE ENTRY DETAIL ~-~ SCALE NTS E 1/4-=1 -0 ~~ SCALE: 1/7=14 tl) SCAL SHEET NO. P2 13S 1Â¢M83.I 03SIA3/ otoz/tz/G SNOISIAIH 31Â¥0 1]S 111Ulld 0 101/Z L/t 11Â¥M =IO 3Nll Ailll0Â¥3 DNI13 AVM33Â¥S ONÂ¥ te AVAAHOIH 'S'A HOT WATER SUPPLY Oun.ET, -Ipm# r~ ~ SEE PLANS x V r~'f PLUMBING EQUIPMENT SCHEDULE SPECIFICATIONS COLD WATER SUPPLY INLET. TERMINATE leâ‚¬r -4 SEEF PUÂ·'. HORIZONTALLY FROM ANY OUTS'E * (PROVIDED BY GENERAL INTAKE 06 OFF.'I.? GRE VALVES NO W V CW HW RE'll.KS 1 PROVIDE ALL PLUMBING ITEMS NDICATED ON THE DRAWINGS. DESCRIBED HEREIN OR OTHERWISE CONT~CTOR) DESCRIPTION REIÂ»RED FOR A COMPLETE AND PROPER BTAUATIOIL Â»ICWDING SAFEWAY DOORmINDOW .. A FLUUBING FIXTURES. ATTIES API EQUIPMENT -4 FROM ANY WAU 8511 BACKFLOW P~EVENTER . MODEL WATTS ~ 0090/ B HOT AI COLD VMTER SYSTEMS OR STRUCTUREL UNION OR APPROVED DESCRIPTION REDUCED PRESSURE TYPE. BALL VALVE SHUTÂ·OFF 54 C DRAINWASTE A~.......SYS'EMS - ASME PRESSURE & (POST MIX} FLEX CO-ECTOR. TEMPERATURE REUEF D INDIRECT WASTE PIPING. INCLLOING ALL VALVES. TRAPS. PIMNG AND ACCESSORIES FOR ~~SEALANT TYPICAL VALVE MODEL: STATF *FT.2X (ROOF DRAINAGE IS SHOWN ON AHCHITECTUIZAL DRAININGS.1 ALL FOOD SERVICE EQUIPMENT SCZE PER EQUIFNENT REQUIREMENTS [El EXPANSION TA.< 1. DESCRPT,ON ILINE TYPE FIELD ADJUSTABLE AIR CHARGE. PLASTIC LIfe[* 9= 449-3*<i COPPER DRAE 1,2- CO-ECTKJN I !2 - COUNTER FLASHING PER CODE 2 COMPLY V,â„¢ ALL APPUCABLE CODES. STANDARDS AND ORDINANCES. INCLUDING REQUIREMENTS SLEEVE MODEL . R SMITH ~2005Â¥.6- OF THE WTERNATIONAL PLUIBING CODE (PCA CURRENT EDITION. -- - FlOOR OFWN . ". - - DESCRPTION / CAST IRON WInt NICKEL BRONZE TOP ANC) SEAL C L P.TRAP 1 THESE DRAWINGS AND SPEC/ICATIONS REAF/T A STANDARD DESIGN -,CH -:ST BE VERIFED nw - PREFA/RICATED OR MODrIED FOR EACH APPLICATION ASA IMIZ VERIFY ALL EQUPIENT LOADS AND Â§ E & NE 0~ il WATER HEATER 211 REQUIREMENTS, PFE AND SERVICE SIZES, Sr,E CONDITIONS. LOCAL OROINANCES AND COO,El FrC MODEL- aliN/1300Â·*a.W~Lt-HYDRANT DESCRFIC. ENCASED WALL HYDRANT WIâ„¢ STAINLESS . W. ANTI-SIPHOÂ»L AUTOM~TIC DR- MADE SUBSEQUENT TO â„¢E PROPOSAL FOR MATERIALS AND/OR LABOR DLE TO DIFFICUTIES 4 THE SUBMISSION OF A BID OR PROPOSAL WLL BE CONSâ„¢UED AS EVIDENCE THAT THE i ROOF MEMBRANE /-~~ Mfl HOSE 8% 12 - STFEL BOX VACUUM BREAKER & CYLÂ»IDER LOCK. NON-FREEZE CONT~CTOR HAS FAMILIARIZED HIMSELF/HERSELy WIT}I THE PLANS AND AILING SITE CLAIMS ON EPS FIGÂ© HOSE BIB DRAIN // /4 ENCOUNTERED W.-1 NOT BE RECO"ZED UNLESS THESE OFFICULTIES COULD NOT HAVE BEEN INSULAION VALVET BEYOND--- AS AS MODEL J.R. SMITH #10~12 FORFSEEN EVEN THOUGH PROPER EXAMINATION 1Â·AD BEEN â€¢ADE FLOOR SINK Ze lo,CATED - DESCRIPTION WITH 1,2 GRATE Â«f 4944 S. COORDINATE VIâ„¢ ALL TRADES A// VERIFY ALLEQUFIENT ROUGH4N rrEMS AND LOCATIONS WITH â„¢E EQUIPMENT SUPPLER OR CONTRACTOR ALL RE-WORK AND CORRECTIONS REQUIRED MODEL AAERICAN STANDARD DECLI, DUE TO LACK OF COORDINATION SHALL BE THE CONIACTORS RESPONSmILITY. AND DONE AT _~ 1.-1 LAVATORY 7 11/7 1/7 1,7 DESCRIPTION WALL HUNG LAVAÂ·TORY. REAR OVERFLOW. SOAP DEPRESSION. NO COST TO THE 01.1/R. 94'-EZED / 1 FAUCET LEDGE. 00321.028, FAUCETHOLES ON 4 CENTERS ~~FlkÂ»- Zi/XJ/1/ INSTILL KOHLER Â·TRnor LAVATORY FAUCET. VIWT RKE HANDLES 8 SUBMIT SIX COPES OF SHOP DRAWINGS AND MATERAL DATA SIBITTALS TO â„¢E OWNERS / S+ELF & SHEFLF I./ *.6/1 MODEL--7404* BITH GRID DRAM W HA~*VIt,AP TRUE-BROOR EQlJAL PROJECT ENG:FEER. IF REQUESTED, FOR APPROVAL BEFORE UISTALLATION NO SUeSTfrUTIONS ~~~g;*PER SHAU BE ALL(JI~ED VINâ„¢OUT PRIOR APPROVAL BY nE ENGÂ»â‚¬ER St./PC,1 SEE M-% MODEL SSP Â£ MODEL *LR.3 _ EXEW CL \ DETAR-3'91---~'~ siNK GED...1- DESCRIPTION 12- DEEP VITH KO,Â·R ER FAUCETMODEL #K/07 7 SÂ»fTARY WASTE AND VENT3 SHALL BE APPROVED P'Ve OR ABS PLASTIC PIPE Â»r> FITT,KG ,--1 COPPER DRAIN 8 SERVICE MOP SINK 3- 7 1/ liz- Aer.ESSORIES WTH VACUK- BREAKER AND y DRAIN FER ASâ„¢ 02661Â·89 OR 02865Â·89 Ill YWOOD .EATHING YO SERVICE MOP SEE STRUCT1AN. ~ SINK (~1) BELOW DRAWINGS MOOFL EAGLE /00â‚¬L /412-183181. 8. HOT IND COLD WATER AlÂ® INDIRECT VASTE PIWIG SHALL SE HARDORAWN COPPER TUBE DESCRIPTION STAINLESS STEEL - 3 Cor/*IMENT SINK V,TH DRAIN BOARD TYPE 1Â·. PER ASâ„¢ 885-88â€¢ 1-DE LP Iâ„¢ WROUGMT OR FORGED COPPER SWEAT FIT-Gs -1 7-EE COMPARTMENT SINK . 112- W. ACCESSORIES DOUBLE JOINTED SWINGARM FAUCET- JUST ISÂ·48-TA1 -11.1, UNDER StAB PIPES SHALL I TYPE -le SOFT TEMPER COPPER TUBE Wâ„¢OUT JOImS. SOLDER NOTE CONTINUOUS ONE WASTE - JUST *I75* SHALL BE LEAD-FREE. CANFIELD Â·100% WATERSAFTÂ· ALL ROOF PENETRATIONS TO BEE THREE STRAINERS JUST . 1+358 WATERnGHT PER ROOF MEMBRANE 0 VALVES LISE PIPE SIZE VALVES AS SHOWN EEC)W MANUFACTURER'S STANDARD MODEL EAGLE A GATE. MILWAUKEE 148 OR 149 DETAILS SPEC/]CATIONS, Â§9 HAND SINK . 1. 112- .17 DESCRIF DON WR,ST ACTION 1-ID SI HI( KIT (LARGE - 161*18Â·m. Si. 2 HOLES B. CI ECK MK KEE 509[ OR 15091Â· mST/LATION ISTRUCTIONS, ETC 4Â· CENTER. BASKET DRAIN. 1-1~2Â· I. P.S. GOOSE NECK FAUCET, C PRESSLIE AND TE-ERATURF RFUEF VALVES WATTE TYPE 100]XL WALL MOUNT BRACKET WR,ST ACTION HANDLES (- . VENT THRU ROOF ,-- ELECTRIC WATER HEATER SEMI-CAST. OR CAST IRON AL BRASS TUEING SHAL.1 1 17 GAGE CHROME PLATED 10 FIXTURE TAILPECES AND TRAPS FOR LAVATORIES ANC) S.KS SHALL BE BRASS TUBING MOOEL AMERICAN STANDARD PORCHER 16Â·68. IGH <J ,/ S~ALE NOT TO SCALE C.v2.) SCALE NOTTOSCALE DESCRIPTION LOWÂ·COMSUMPTION <18GPF,60 LPF) 11 AU.. HANGEIS. CLAMPS *10 CHIANNELS SitALL BE ADEQUATELY SIZED TO CARRY PÂ»'E El WATERCLOSET 4* 3-1/2 1 tr RoulÂ«*4Â»1 SP HON ACTION JET Boy'l v,EXPOSED TRAP,AY LOADS AND PREVENT SAGGIJG (FLOOR MOUNT, V, POMEZA #71020 SOLID) mJOD ELONGATED W COVER AND CHROME HINGE PORCHER MODEL TOBI ADA COMPUANT 12 INSULATE ALL HOT IVATER PIPING VITH OWENS CORF-G TYPE AS.A'SSL-11 HEAVY DENSITY ABER GLASS ll, ALL SERVICE JACKIT: 1/ FOR RUNOUTS UP TO 17.1- FOR OTHER PIPING r OR lESS I DIAAETER INSULATION SI,ALL HWE A FLA- SPREAD RATING NOT TO EXCEED 25 MODELÂ· AO SMrn,DESÂ·20 AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED ~ ACCORDANCE WTH U.8 C DESCRIPTION 20 GALLON -St WATER HEATER % /4 STANDARD 42.1 (ELECTRIC) ELECTRICAL 12KW 20evaPH, RECOVERY & GPA AT 1007 RISE 13 ALL OTHER MATERIALS. NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPUETEE AND PROPER I,STALLATION OF THE WORK 0* IHIS SECTION SHALL BE,EW, FIRST QUALrrY OF THEIR ~ UNISEX REST ROOM ~ 112-CW Mil WATER FILTRATION SYSTEM - yl- ENGINEER MODEL CSR SYSTEV EVERPURE MODEL ~9328-Ct RESPECTIVE KINDS. AND AS SELECTED RY Tâ‚¬ CONTRACTOR SUEECT TO ACCEPTANCE BY THE ~~ r ELECTRIC WATER IEATER. *bet 1/2- G~TE VALVE- - MODEL JONESPEC IRDÂ·213GNM3â‚¬1 14 LAY OUT â„¢E PLUMI,IG SYSTEM IN CAREFUL COORDINATON V.,â„¢ THE DRAVISS DETTERMINR,G ~ 8 E 1 821 ROOF DRAIN NTH OVERFLOW - - MODELÂ· 3- OVERFLOW DRAIN NOZZLE J.R SMITH MODEL #1 770Â·NB PROPER ELEVATIONS FOR ALL CO->ONENTS Of T+E SYSTEM AND USING OILY T,E WNÂ»/1., F AC PloOD BOLTED TO ANGLEE DESCRIPTION. WITH CAST IRON DOME STRAINER NUM8 ER OF BENDS TO PRODUCE A SATISFACTORILY FUNCTIONING SYSTEM. FOLLOW â„¢E GENERAL E TRAP PRIMING VALVE 2 -3 ~-===i ~ FRAME WIâ„¢ 3/8-0*1-1/2Â· BOLTS , LAYOUT *04* ON THE DRAVINGS 14 ALL CASES EXCEPT vifRE OTHER IORK MAY INTERFERE, / - -4 FNISH 1/ .RAP PRIIAÂ»*GVALVE WZ- MODEL F>PP *PR-600 -2 PRIMERITEr FUINSHIED INTH BACK FLOW PREVENTER UNLESS SHOWN OTHERWISE. LAYOUTALL PIPES TO FALL WITHI PARTTION WALL, FLOOR OR CEIUNG- Roor CAVITIES, AND DO NOT REatmE FURAING Onâ‚¬R THAN AS SHOWN ON THE DRAWINGS - 4' DEEP 20 GA GALVANIZED , SOLDERED DRAIN PAN PROVIDE hoDEL BRAD FY VERNATHE/41 TMA. 17 2-*27114Â·Â· WELDED ANGLE i AN OUTLET 2 PRE SIZES LARGER /-UNON TV TEUPERING VALM - - DESCRIPTION FURNISH WITH CHECK VALVES ANDOTHER STANDARD TRal 15 DO NOT CUT 1,00 OR REDUCE THE SIZE OF ANY LOA[> CARRY,IG AEAÂ®ER ~THOUT T}E PRIOR ~ i' 219 FRAME (WITH SMOOTH -, ~ SETAT I05'F APPROVAL OF â„¢E ARCHITECT. INSTALL ALL PFES TOCLEAR ALL BEAMS AND OBSTRUCT,ONS THAN T&P VALVE. HEM EDGE Or i STUD *1 - - ROUNDED EDGES , PAN EXTEND 1-1/2 DRAIN LINE TO 6 BOLTED TO TREATED ,--- i,rew Tuaâ€¢*; EQI FLOOR CLEANCUT - MODE'l ZURN *ZIN.1400 BP (9Â£18*En 2-,8- WOOD BLOCKING MOP SINK BELOW - ,,-- FLOOR DRAIN, ER=1 16 UNLESS SHOWN OTHERWISE, PROVIDE t-FORM PITCH OF AT LEAST IM ICI PER FOOT FOR ALL ~ MNItÂ»AIE~ER\.,5 ~ HORIZONT/ DRAINAGE PIP/IG WinlIN â„¢E BUI,DING / /-F/ISHEDFLOOR SEAL WATERTIGHT %9 WALL CLEANOUT - - MODEL- ZURN:Z.14. BOLTS 17 EXTEND ALL PLU//ING VENTS ABOVE ROOF, SEE DETAIL I THIS SIEET 2 f , WALL BEYOND .+ Â· I.Â·-'40-2 f-Ii-FFI:,fl EE CLEANOur To GRADE MODEL ZURN 02Â·1/00Â·HD 18 PROVIDE PRESSURE REDUCING VALVE F WATER SERVICE PRESSURE EXCEEDS 80 p. PROVIDE: SERVICE MOP SINK. El---1 1:PlÂ·--e 2 A MODEL ZURN Â·SHOKTHOL. BOOSTING SYSTEM IF PRESSURE IS BELOW 35 PSI 2 WATER WAIER ARRESTOR - - DISCRIPTION PDI STANDARD S,ZES AS NOTED FINISHED FLOOR - 19 PROVKISHUT-OFF G~TE VALVES AND UNIONS AT ALL VATER CONECT,ONS TO EOLAPME,rr /D PROJECT NO. t--11hn W %1/CWTOTRAP. APPUANCES. PROVEJE STOPS AND CHROME PLATED BRASS 2/PLIES AT T)â‚¬ FIXTURES SAF000920 C.....T AS REQUIRED /6 MODEL JAY R SMITH #1770 DRAWN BY: 1 2-U , ROOF:OVERF:loW DRAIN NOZZLE ,Di~ATED DESCRIPTION DOWNSPOUT NOZZLE 20 ISOUTE AUDISS-LAI METALS V.rn, Â·EPCOÂ· DELECTR,CUNIONS. EXCEPT FOR BRASS OR EV , MONZE VALIFS V,TH STEEL PIE CHECKED EM JCS 21. PROTEC1 THE POTABLE WATER SUPPLY A-ST BACKFLOW /I SIPHONAGE FROM EQUFMENT f,XTURES. ETC USING APPROVED MNIFLOW AND ANT,-SPHON DEVICES. DATE: c--1 WATER HEATER ELEVATION /-1 TRAP PRIMER DETAIL 22 THOROUGILY CLEâ€¢N ALL PIPING AND EQUIPMEENT. REMOV~GALL DIRT. RUST. OIL AAK} PLASTIR Flf NAME: MARCH, 2010 <~.~// SCALE NOT TO SCALE l 4,~ SCALE loTTo SCALE Scf920_Pl.0-Plum 23 TEST SANITARY AND PROCESS PIP~453 BY P'LUGGÂ»IALI. OPE-IGS IND Flu.ING VITH WATER TO A HEIGHT EQUAL TO A 10 FOOT HEAD. ALLOW TO ST/hID ONE HOUR OR LONGER AS REQUIRED REPAIR LEAKING JOINTS AND THEN RE-TEST. 24 .0 9,]RK SHALL BEE COMERED UNTIL- rr HAS BEEN INSPECTED AND/XEPTED BY â„¢I LOCAL- AUTHORITYANOTHEENG,EER. % MOLÂ»ITÂ»*3 BRACKELI 3. TEST WATER UNES AT 100 PSIG RETAIN FOR 24 HOURS, REPAIR ALL LEAKS AND RE-TEST CROSS-CONNEelloN l ESTING SIW-L BE ICUX>ED PER -THE /â€¢C 5 12 26 THE ENTIRE SYSTEM SHALL M WARRANTED FOR A PERIOD OF ONE (1 ) YEAR BEGINNING WITH PRESSUREE ACCEPTANCE OF â„¢E MJRK ALL L.ABOR ANDMATERIAL NECESSARY TO REPAIR OR REPLACE GAUGES THI SYSTEM, OR PORTIONS TIEREOF DURNG THATTI,E SHALL BE Â¥WARRANTED FOR A PERIOD CHECK VALVE ~ OF ME (1} YEAR Fll THE REPA~ OR REPLACEMENT O r r INLET - Â· 4/ O 0 GATE VAL&-7-A j t- TOICE MAKER Hw 2 27 PROVIDEONEREPRODUCBLEASÂ·eUITORAWING ~1 *~ 2 1-7-IÂ»Â·-L_i r-T-T-3 G 28 FURNISH ACCESS DOORS..PANELS AT WALLS ANO CEILINGS FORACCESS TO HARDWARE CE + â‚¬ ICE l/KER FFEDER CON THOU OPERATOR. DRIVE MICIWLIMIS, TEMPERING VALVES, T~P PRI~RS AND SHUTÂ·OFF ~ 1-COLD \ 1 LI--1-1 1 WATERS-LY-1 -3 - 105'--- -64<2 TEMPEREDnllER 29. STERILIZE ENTIRE PLUMBING SYSTEM V,rH CHLOR- PER THE IPC AN cw To ~ LAVATORY L AND FILTER CARTRIDGES HAND SINK Â§1 PREFILTIn /1.J u.1- 1 L---- -----3 m -20 - 7 TO POST MIX AND GENERAL NOTES CIECK / 1 INCLUDED WITH WATER FILTER- TO FLOOR 3Â¥'KN~JUILLJJ~~â€ž VALVE- SHEET TITLE BACRn.OWPREMENTER 1 COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR LOCATION OF PLUMBRIG F[(TURES AND FLOOR 1 "21 DRAINS PLUMBING *--1/2- ORAN TEMPERÂ»KG FLOOR VA[VE 2 COMPLY WMTH ALL ACCESSIBIUrf REQUIREMENTS. VALVE MUST BE ~STAUEr SINK. El:1- (BELOWCW, HW& Â·TRAPPE. AS SHOWN DETAILS FINISHED FLOOR ;-f-Â¥ - t. AIR G. 3 ALL PLUMBIâ€¢G FIXTURES SHALL COMPLY WITH P....ING CODE R........1 S FOR ..... AND CHECK VALVE TEMPERED WATER l INES> AUOWABLE WATER USAGE, SCHEDULES 4 THESE DRAWINGS REFUECT A STANOARD DESIGN WHICH lUST BE MODIF~D OR fRIFIED FOR EACH INDIVIDUAL. APPL ICATI,1 AND LOCKrÂ¤1. 6 ALL CONDENSA. DRAINS SHALL DISCHARGE TO FLOOR SINKS AS .HO".4 ON THE DESIGN ORA-GS PHASE /1 WATER FILTRATION SYSTEM (WF-1) '-t TEMPERING VALVE DETAIL SHEET NO. * V / SCALE NOT TO SCALE (6j SCALEÂ· NOT TO SCALE P1 RIFY MINIMUI!,1 HEIGHT , 1,3IS lin'1413c 03SIA3Â¥ Olog/lus SN0ISIA3& 31Â¥0 ON ALI110Â¥3 DN113nd AVM3:IVS 133 1Â»Nblld Otcz/EL/â€¢ Oul.lbali,LI63 1 *InG '~4*4| 010 AVAAHOIH 'S'n I Zola ll. 4 13-09 70 Crj COLORADO DEPARTMENT OF TRANSPORTAnON SPECIAL USE PERMIT TYPE: Landscaping Permit PERMITTEE APPLICANT DEPARTMENT UNK ONT.V Name: Safeway, Inc. Galloway & Company, Inc. Date Issued 7/30/2010 Dan Flori Brandon Alley Pennit # 4100259-S Milepost Address: 6900 South Yosemite 5300 OTC Parkway S.H.# 34A 62.75 L Englewood, CO 80112-1412 Suite 100 Region 04 Greenwood Village, CO 80111 Section 01 Telephone: (303) 843-7554 (303) 770-8884 Patrol 7- Bob Parrish NOTICE TO PERMI'ITEE: For underground facility location information, contact the Utility Notification Center of Colorado (UNCQ. Pursuant to 9 1.5-103 C.R.S. you :hall not make or begin excavation without first notifying the UNCC and if nece,sary, then notifying the tier two members having underground facilitles in the arca of such exc,vation. Notification shall also be given to the CDOT regional permitting omce, or ag otherwise directed by this Permit's Specill Provblons. Notice orthe commencement, extent and dnralion of the e[cavation work â€¢hall be given at least two buiness days prior thereto, not including the day oracmel notice. The UNCC mny be called al l-800-922-1937. CDOT may be called mt (970) 350-2111. ACTIVITY DESCRIFTION (Furnished by Permittee) PURPOSE OInstallation O Adjustment E Removal U Maintenance of existing Facility FACILITY (Type, size, class of transmittant, design pressure or etc. ) Landscaoina and irriaation DESCRIPTION OF WORK Install landscaning in CDOT right-of-way. NATURE OF INSTALLATION Q Longitudinal (ParalleD O Transverse (Crossing) Â£ Buried EAerial/Ground-mounted E]Attach.To Hwy. Str. No. LOCATION: This work will occur on S.H. 34, west of the intersection of the highway and Steemer Drive on the North side. County: Larimer City/Town: Estes Park Project Info: Ill@ At)DI'nONAL REMARKS For CDOT facilities. please contact Jim Thrush at lim.thrush<*dot.state.co.us (Dreferred) or (970) 350-2290 minimum two working davs Drior to work. SPECIAL PROVISIONS (completed by the Department) The Special Provisions are terms and conditions of this permit. Any work shall only be in accordance with the approved plans and special provisions u set forth in this permit and its attachments. The CDOT inspector is 7 - Owen Marshal Telephone: (303) 709-8888 Work is to be completed on or before: Nov 27. 2010 or within 120 dan (asapplicable) Work time restrictions: Daylight Hours Only Designated minimum cover is 4.5 feet Designated overhead clearance is 24 feet (ALSO SEE ATTACHED STANDARDPROVISIONS, ANDADDmONAL SPECIALPROVISIONS), gRAFFIC CONTROLMUST CONFORM TO THE MU[ED) Other. When submitting insurance certificates in future vears for this uljlitv. copies MUST be submitted electronicallv to timothy.bilobran@dotstate.co. us. This Dermit number must be referenced in "notes" section of certificate. Permittee is prohibited from commencing any work within highway ROW prior to issuance of a fully endorsed and validated permit. Permit plan exhibit, insurance certificate(s), and traffic control plan must be available on site during work. High visibility vests are required mt all times during working hours. 1. Your request to me aad/or occupy state highway systâ‚¬m rights of way an described above im granted subject to the terms and comdition, of this permit, including the Standard and Special Provisions .s shown on the permit and all attachments hereto 2. To the extent authorized by law, Permittee hereby auume, rele=es and agrees to indemnify, dercad, protect, and save the State of Colorado harmless from and against Ely Im and/or damages to the properly of the State of Colorado, third parties or the Permittee'$ ficilities, and all loss and/or dimage on account of injury to or death ofany person,Fhomsoever, arising at any {ime, caused by or growing out of the occupation of Colorado State Highway rights of way by Permittee'Â§ facilities or any part thereof, including but not limited to instâ€¢LIation, adjustment, relocation, mninteâ€¢ance or operatiol, or removal of exilting facilitiu, unless such loss and/or damage arises from the sole negligence or willfnt conduct of the Slate ofColorado or its em ployees or agenti 3. Failure by the Permittee to comply with any of the included terms or coaditionâ€¢ may mbject thia permit to Buspension or cancellation, at the discretion orthe Department ofTransportation. 4. THIS PERMIT IS NOT VALm UNTIL FUUY ENDORSED BY ALL PARTIES, WITH DATE OF ISSUE AFFIXED BY AN AUTHORIZED REPRESENTATIVE OF THE DEPARTMENT. A FULLY EXECUTED COPY OF THIS PERM]T MUST BE ON FILE AT THE TRANSPORTATION REGION OFFICE. 5. In accepting this permit the undersigned, repreenting the Permittee, verifies tbot he or she has the authority to sign for and bind the Permittee, and that he or she has read, understands god â€¢ccept, 911 the included conditioni Attested Date ' Signature Date fEEâ‚¬y,pyÂ·figiElliliEEE#iCEC----..../~412-/Ly--_.1---i-2:Â»'I.....-:i:......CIkid,2./< ...........*11/-[Q....... Title , Title C:vil hoie,+ Mo-692, prekNameD.4024 5- /7Â»15,4 n-// ,Print Name: T3 r a.d o- Alle#1 COLORADO DEPARTMENT OF TRANSPORTATION 1 By Date Chief Engineer ' Regional Transportation Director or Designee ~ Distribution: Region File (Original) Mice Landscaping Supvr Pemilttee/Applicant Inspector 7 - Owen Marshal CDOT Form #1283 01/09 Mtce Patrol Supvr, 7- Bob Parrish Previous versions are obsolete and should not be used. e DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY LOT 1, SILVER LANE STABLES ADD. 6 LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. Sm TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO <2> 0+19'-10" T.O. FASCIA SAF-EÂ»fil) ~ 2 0 +16'-0Â» B.0. FASCIA 11 - 0 0 7.-lry 1 ~ 0 0 41 14 1 1 1 - ====== [=== ====:== .--0. '- lilli I 01 Â® FINISH - 11 1 GRADE ~ ~ NORTHEAST CANOPY ELEVATION ,~ SCALE: 1/8" = 1'-0" 0 iâ€¢â€¢alâ€¢â€¢ 2 M ro Â£ U./1,0 -f E = 2 256%28 f f (93*:th: Â¢Â¤6092% E 6Â¥MM 1 - -/ Il AM...h 1 6 00 OE C= * a 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 h - tz 0 W , ~ SOUTHEAST CANOPY ELEVATION SCALE: 1/8" = 1'-0" MATERIALS SCHEDULE 1 1 .----7 ------------ ~ ~ ACM FASCIA W/ TEX-COTE FINISH TO MATCH E.I.F.S ON 411 V SAFEWAY GROCERY STORE (DUNN-EDWARDS #DE6172 11 "BUNGALOW TAUPED W.25 ~ L KJOSK IN FRONT 1 1I 1 1 P-1 OF CANOPY - 9 n : <~> INTERNALLY ILLUMINATED WALL SIGN (32.44 SQ. FT.) 01- 1 1 ~1 J U 4 CO v SAFEWAY GROCERY STORE (BENJAMIN MOORE - ZU-LUO STEEL CANOPY COLUMN, PAINT TO MATCH E. I.F.S. ON 11 11 11: s ~44 l l=1 i ..Jilitit #HC-83 "GRANT BEIGED R==731 r ' -U - * - ~ lip n -1 rfi@ E i i <~> STEEL PIPE BOLLARD, PAINT "SAFEWAY RED" < ~0~ (4 6 1 111 r-7-11 ir 11 , 111 1 fLU z < ~ SOUTHWEST CANOPY ELEVATION ~ O a- SCALE: 1/8" = 1'-0" 84 SAF000920 - Project No: 1 Sheet Scole: FULL 3 Designed By: JCS Drawn By: HHD Date: - ~ ~ MAY 2009 Disks~bo_P_09_Elev Conopy 11111111 111 CANOPY 17--t] RM El 04 D--Â« ELEVATIONS ~ NORTHWEST CANOPY ELEVATION SCALE: 1/8" = 1'-0" 9 31Â¥0 NOISI/\321 -ON 141-LIWEIn d .INBA34013AEICI NMÂ¥30 ' 'Bupeeu!6UEI 'mnp 1 ~08 03'e woo'srÂ»Molle8* 3A1@(1 kl]IN V *Â£ AVMHOIH 'S'n -.4â€¢WAI.Â·ou#u,du., U,,0â€žI . Â°22*&.tail,22 00Â¥30100 'MM S 3 DNilan=I AVMEI=IVS DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY Z LOT 1, SILVER LANE STABLES ADD. Mm 0 LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. mm 0 TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO iâ€¢â€¢â€¢â€¢mâ€¢ 2 * 20 Â£ ....... 15 5 00 10 0 M CO E ~628* Â£404 +14'-2" V-.i..''.:---.I'.'V.-:*.~..../..1./.-*.3.+I&*Il-/--*-'ll-..--I-//-0.--.-.;-.I-illl , ...r. ' T.O. FASCM C WASH +10'-4" Â·Â· 4- B.O. FASCIA Lf :53 p777 4 == 6--4 * 5 1-431-i--1 W T.O. WAINSCOT : ~ ~ ~ , Â£ 9 1 LL 48 . 1 -FIN.-FE 6 MATERIALS LEGEND (7 SOUTHWEST CAR WASH ELEVATION (EXIT) ~~h~ NORTHWEST CAR WASH ELEVATION Â¢0~> SPLIT FACE MASONRY WAIMSCOT, PAINT TO MATCH SAFEWAY GROCERY ~ 1 7-SCALE:17271'-0" < ~-SCALE:1/8"=-1'-0" v STORE (BENJAMIN MOORE - #HC-83 "GRANT BEIGE") i.--. ~ HALF HEIGHT SMOOTH FACE MASONRY ACCENT BAND, (NATURAL) <9> SMOOTH FACE MASONRY WALL, PAINT TO MATCH SAFEWAY GROCERY V STORE (BENJAMIN MOORE - #HC-83 "GRANT BEIGED 7 ~ E.I.F.S. FASCIA, COLOR TO MATCH SAFEWAY GROCERY STORE J v (DUNN-EDWARDS - #DE6ll 72 =BUNGALOW TAUPED ~ METAL CAP FLASHING AND Elf.S CORNICE TO MATCH SAFEWAY 5 GROCERY STORE (BENJAMIN MOORE - #1546 "GARGOYLED C R WASH ~ POLYCARBONATE OVERHEAD BAY DOOR - ENTRANCE - n . 4 - 4 ~ CAR WASH EXIT/ENTRANCE DIRECTIONAL SIGN LUOt- 4 1-7-1 0 3 k--0 ~ HOLLOW METAL DOOR, PAINT TO MATCH ADJACENT MASONRY *ULLLIo w o 2<CO 322 al aim 22 ~ ELECTRICAL GEAR BOX, PAINT TO MATCH ADJACENT MASONRY 1 1 1& Di - - .. 4 441 lili . ~4- N. * * I * I ;. '~ . i . .' -' - D. JU=!LLI * 8 61 31 8 28*00}E (h NORTHEAST CAR WASH ELEVATION (ENTRANCE) /-3 SOUTHEAST CAR WASH ELEVATION 0-k I i a 1-1227778"-IE0" < 4- r.un-1/8'=-733" O LU 0 0 Project No: SAF000920 Sheet Scale: FULL Designed By: JCS Drawn By: HHD Date: MAY 2009 DiÂ®f~8-p_10_Elev Cor Wash FUTURE CAR WASH ELEVATIONS 10 31Â¥0 NOISIA33 .ON k :109 00 11100'snke/~OlleB'AM 3AING PW~~y ~140!y IV 'OU, '46â€ž40% '600ZO 0 0100 WHÂ¥d S 2*g.f:9 DEVELOPMENT PLAN SUBMITTAL %1 /* A P=P-~A/ A ~/ P=! IP=I 1110-0 pl A /'11 1--' / Lrrt*r-. fi) ~ SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. 1 MULCH, 1YPE AND DEPTH PER PLANS. /(D PLACE NO MORE THAN 1Â» OF MULCH WITHIN ~ 6" OF PLANT CENTER. FINISH GRADE. --4) ROOT BAU_ BACKFILL UNDISTURBED NATNE SOIL. 3' HIGH EARTHEN WATERING BASIN. RENNIAL PLANTING ~ TREE CANOPY. ~ NYLON TREE STRAPS AT ENDS OF WIRES - SECURE TO STAKE OR DEADMEN WITH NAILS. G @ 12 GAUGE GALVANIZED WIRE SECURE TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. ~ 24" X 3/4. P.V.C. MARKERS OVER WIRES. ~ PRESSURE-TREATED WOOD STAKE, 2= DIA. EXTEND STAKES 12' MIN. INTO UNDISTURBED SOIL ~ PRESSURE-TREATED WOOD DEADMEN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. ~ TRUNK FLARE ~ MULCH. TYPE AND DEPTH PER PLANS. DO FINISH GRADE. NOT PLACE MULCH WITHIN 6" OF TRUNK. ~ ROOT BALL 0 ZÂ· d ~ BACKFILL .,.... 2 2 20 & U..... @ 23 -e ~ UNDISTURBED NATIVE SOIL Â¢0150% ~ 4" HIGH EARTHEN WATERING BASIN. 1 5 iRE (92@801 1. SCARIFY SIDES OF PLANUNG PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FL ARE. THE PLANTING HOLE DEPTH 6/4 SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL AND THE ROOT FLARE IS 31-5" ABOVE FINISH GRADE. 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING N TREE IN HOLE, CUT OFF AND Iâ‚¬MOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE. REMOVE ALL NYLON TIES, 1 TWINE, ROPE. AND OTHER PACING MATERIAL REMOVE AS .C< 12 MUCH BURLAP FROM AROUND FOOTBALL AS IS PRACTICAL Dr &2 4. TREE WRAP IS NOT TO BE USE) ON ANY NEW PLANTINGS. EXCEPT IN LATE FALL PLANTING SITUAIONS. AND ONLY THEN AFTER CONSUL-TATION WITH THE LANDSCAPE ARCHITECT. â€¢â€¢â€¢ 02- W[1~M rfl*FrING TREE, WRAP ROM TRUNK FLARE TO LOWEST 1.1-1 EDI MAJOR BRANCH. U. 2% 5. REMOVE ALL NURSERY STAKES WER PLANTING- 6. FOR TREES OVER 3" CAUPER, USE THREE STAKES OR to DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. C/S i b CONI CAL 2!ZE vii REMARKS B & B 4"CAL 1 J B & B 2"CAL 6 124&! B & B 4"CAL 9 B & B 2"CAL 2 801- CQM[ 2L SIZE 2 REhdARES 22*2~42 B&B 6' 5 3ZZ@ G B&B 8' 5 0- CONT gn REMARKS 52 ZW~ 5 GAL 2 5 GAL 2 $ 00 R 5 GAL 7 Emo 5 GAL 15 3 i 5 GAL 17 E * 5 GAL 19 0 5 GAL 18 Project No: SAF000920 Sheet Scale: 5 GAL 15 1"=20' Designed By: JNA 5 GAL 9 Drawn By: RDG - Date: 5 GAL 2 MAY 2009 Disk File: Saf920_P_07_Land DQUI DII REMARKS DEVELOPMENT 12 LANDSCAPE PLAN 2-JUCO ''. , MULCH CQUE BOTANICAL COMMN- CONT QIX REMARKS 455'* k , I /31 / i V 9.111#W â€¢ P/" 1 185%6, , Â£=1Â£' 2"-4Â» COBBLE RIVER ROCK MULCH MULCH Os>--0,i~ - E -- - 4"SS - - - ~~Â»;521 - - 4"SS - MURO MULCH ROCK 2"-4" 7.482 SF NATIVE SEED (QQ BOTANICAL, SQMMQN CONT QI:L REMNY.IQ NASE TURFGRASS SOD NATIVE GRASS SEED MIX SEED 28,437 SF BLEND OF LOCAL- VARIETY ~ NMV&10 330 NOISIA38 'ON Â·Bupeeu16uEI '8Jnp K X08 00 P"""k â€¢148!/ Iv QUI Â·'u,al,00 V 'â€¢A'~011.0 6002/ 00Â¥80100 '>IMVd U.100'sn'(EMOIieSÂ·Av,v, 3AIMO &1301Â¥3 (INV *Â£ AVMHOIH 'S'n 8 G)(EXEHE)(E) (3(1 44 0 I138= AV 3=IVS A VT A' 1 vA >:lpr e 0 - A A: A.. 0,2, .A . A A O - . 0 11 - . e .A- e . A- I A . . ..... . C .:.. â€¢ . D. 4 4. - 0 .:.1.1 ;: 0 0 .. 1 1 . . 1 1 4 4 8 1, 850 2 - re, mt ? 4* 7 , 0 -- Â· 1 4 \ 0 9% . 0~ I . , e 4 .0 -Â® 1 ,~. Af~ t~-, b~ 0 $ 0 a ..$2#*41424;444,470~ 6 Alillillimmillimi~limiummilmi:m,jewpippiwill Â® 9 - 090/:Fli"513...i 0 21 . -4,9, . *,97: .. I . 4:' 4~4 S. \ .Z i.,I:X,4~ .. :l/ A.fi~*h,v#t ,4%#Zlite* . D / ; . I. 4.- e .*1.4~~ ... -6 0 1 A- 4 ~#74<<01~-.AVY -0 ..- 449 0- R. , / ,2 5.W ... Â»k 0,0 11 .iM, % 0 Fms j , ./ 0 0- . A 4 .... .. e *Al e , 4~ az 1=94:tio- ./,4: 1~~.36:e / ~ 6 4'hw.% t 4 0 k ..agwisilimillillijwil. . D 62.. e . '4*.*Me. 40.4 - . 0 4.2 . A<*.,44& 9. 4. 1~4~**f$$03, 0 . .. . : 0 040 0 0.: .. . Â»**65'* -*1 ~ig ./.1/I'll,INIA /....*.4.. 84'al'.$020'1: ... ;~,-râ‚¬*"4Â»+~ 744 I 9 4 . 004$:44~/2/0~4#Ge//2///192///0.'////0/ .k- 1.0 -: r,~ . 2.......14 ~ ... . .wn.. :. f tâ€¢PWAI / .. 0 634*U 0 ... ...... . 04*Afti~..0*~pAWFjl . : 0, . 0 ..~ . O 4 - I. . ; . . 4% .. .. , 4 0 0 .. . r .... . . 0. .. . . -*% 91 mr''J" 9 f...6.~ 0, .. 444 -,444442609 . . A ... 70; 4 . 1 . . .0 . 0 1.4~Pr. 0 -0 . .0 . 0, .. .... 1 . .. .1 1 1 8Â»y'. - . ... .. F'. 04 . 0 0 ... 0 -0 .. . 0 . .... ... 1 1 â‚¬ . // r. :. i I . 0. / D .... 44 . DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY LOT 1, SILVER LANE STABLES ADD. Mm 0 LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. EM TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO Â·1 .-2 ~ FLIT-. 2:" L..1 Â»/r, 1 >,A! Â« : L....24i.6. ...,~,r". 7 725: U ~r% 1276.'ag=.'k -SA,- t~.Lt Â·1,- .:~- ~" -. ~Â· - ~ '1 Iii ,- -IL: -11 --11 1 -1 1 1 |._ -|-.- -- ---/~|- - -I|-1--4---1~-=---77-Â·-" -7 -Â· .- 1/ \ - -1 ~ .- 1,4 ,â‚¬ 0 6'1 0 Â· ..-- - 1 ~ EffirriTERTE=77 =T= =-' -3-=vi~LÂ·....+..4=.4''e[~1~,1Â·~ t Ill-,t~-1 -~ 671'.,1. P?iÂ·Â·'9.. < ' 1 -di 'Â·, I'Â·Ititti.I NÂ·+ Â·.1' 2-1- ' 54 1- 1 -i h -'' c 1 DI--i 4 i 5+434&'12' k .7 0 4}~~4Â«Il~Â·t) FD,[94; 1Â·1Â·:i.Â·-Â·/Â·Â·'Â·t.Â·+ 1 I.'1Â·Â·I'l -1'1Â·..1 1-1 ./Â·IÂ·-U--I I I 1Â·'-' |-i,6/-|- | U ~|0,49 9.-fÂ· Â·Â·Â·1 1'1'Â·iÂ·Â·i .1 'i .l '11-1 -.p Â·l .111 4 4 ~ NORTHEAST KIOSK ELEVATION ~ SOUTHEAST KIOSK ELEVATION *ZE SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" ~ V s k.: 8 ....... 2 E Fo .-Mi Â¢012Â§*318 4 0 MEE $ 0 4*HQUE I S L/4/22=2%4 FiÂ·/uÂ·efeÂ·u,:4-00.- -.[A- . 1 -*44Â·Â· - ~Â·6.1,4ph>C#-=00 0Â·7-4~ r -Â·- 4Â·,6' 1. .Â·-'r a -- Â· - 1--7'-7 DOÂ·--- ~~~ ~< -~ ~ FriT.93.1.231.-1-- 1.-[IL. t] Mt BE 10:{1 1 1 1 . PUÂ· I. 1 lo ; &2 0 0 1 -1-1- L-1 - ---2-82 1111111111 4\\1\\ 2.Id .iÂ»-i t-# +hi 1141 { 0 6)14 -11- 1 i t ' p t- 1~1 ~1 t-411.11 11-1 EEZ 1 1-,1- 1---4 4 1...1 It--,Â·:I.'Â·Â·Â·P,-P..l.Â·U.4-2 4.1.Â·Inr +Â·I ! 1 Il 41 '. 1,Â·< r 1 1 Â·,tÂ« 1-:Â·1' .'-1.2Â·1 LitÂ·-1 Â· rlÂ·'Â· .1-Â·-:tt -'1'Â· 1 1' 1 ' 1 1-' 1,1 1.-1 .P'lÂ· 1 -l -I-Â·Â·I-I I'Â·Â·1 4-â€¢Â·f 1' t' L+:Â·1-Â·:11.11.41.1.:AÂ·-Â·.4-'17Â·:,.,..1~ 11 +-1 -1 1---1. n Â· 1,L 2 4 8% ~ SOUTHWEST KIOSK ELEVATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" ~ NORTHWEST KIOSK ELEVATION STREET FUEL CENTER MATERIALS LEGEND I n SIDE SIDE ~ SPLIT FACE MASONRY BLOCK, PAINT TO MATCH SAFEWAY GROCERY STORE (BENJAMIN MOORE - #HC-83 "GRANT BEIGED 10'-O" - PREFINISHED SIGN ~ CABINET ~ PRECAST CONCRETE SILL (NATURAL) 1 1 ~ El.F. S., COLOR TO MATCH SAFEWAY GROCERY STORE (BENJAMIN MOORE - ...1 REMOTE 2.2BEE 1@ 6011|lk:Ullol "no u [Ullmt PRICES CONTROLLED #HC-83 "GRANT BEIGE") LED FUEL --L~ # ~~-~r~ M ~ E. I.F.S., COLOR TO MATCH SAFEWAY GROCERY STORE (DUNN-EDWARDS - ~ #DE6172 "BUNGALOW TAUPED ~EtELLI USLEADED PLUS DIESEL - INTERNALLY & ~ MErAL CAP FLASHING AND El.F.S. CORNICE TO MATCH SAFEWAY GROCERY ~ ILLUMINATED STORE (BENJAMIN MOORE - #1546 "GARGOYLE) ~p.,Ine, ,~SceUt.Ith .19, c.,1~ 6. SIGN FACE ~ ALUMINUM STOREFRONT SYSTEM (BLACK ANODIZED) mol- E 0~ SAFIEWAY - \Â¥~37 716 77A y\,/6 E o GAS()1 INI- 6 6 ARCHITECTURAL CYLINDER UGHT, (BLACK ANODIZED) IJ</01 1 - ~ HOLLOW METAL DOOR, PAINT TO MATCH ADJACENT E.I.F.S. ELLU.10 9 0 1 1 1 1 1 1 1 1 ~2<3> --111~\ *<sos=de= ~ UTILITY GEAR, PAINT TO MATCH ADJACENT E.I.F.S. Jzz* 6/ /2<:2@54<32<45Â«3;12. O.JU! 9 1 4%916Â»\ EE@LLI < ~ /--1 HIGHWAY 34 MONUMENT SIGN (50.00 SQ. FT.) 1- 4 ~0000,~ SCALE 3/8" = 1'-0" ~ TRASH ENCLOSURE 7Etoco M SCALE: 3/16" = 1'-0" FDO I OLLI I JULE D LU < STREET FUEL CENTER- mco * SIDE SIDE 8'-0" - PREFINISHED SIGN ~ CABINET Project No: SAF000920 Sheet Scale: REMOTE FULL 2.28% 2.EEL 2.*El-F- CONTROLLED Designed By: LED FUEL JCS PRICES Drawn By: UNLEADED PLUB DIESEL Dote: INTERNALLY HHD ILLUMINATED MAY 2009 SIGN FACE Saf920_P_08_Elev Kiosk Disk FileÂ· ec&~ /. ~ KIOSK 1 111111 lili ELEVATIONS -<1> o,X5553%994: ./>3>23>43>237,77Â»- -\ STEAMER DRIVE MONUMENT SIGN (32.00 SQ. FT.) {58} - SCALE: 3/8" = 1 '-0" 31Â¥0 NOISIA33 'ON Aeau *.. 140!3 1/ '. '*u.Clul 9 g.aoll.O +60020 0100 S31S3 DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY / / 1 -~ .0 1 N m - 8"Vv -t 1-1 1 LOT 1, SILVER LANE STABLES ADD. 7 1/\ s.'*1 - , - --* 3440Â« LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. .1 N TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO - l m 44=-----STEAMER DRIVE 2Â»iÂ»71 r 1 ~A 1 ASPHALT SURFACE Il 0 10 20 EXISTING STORM / 6 #ANk 1----%-- <1,/ SEWER TO REMAIN 7 .â‚¬ON' 1.41 1. -53 SCALE: 1 -=20' k,b ,).A 0 alâ€¢â€¢an 2 m O1.L .......= ch 0 8 '9 m 11 4/ Â»g / â‚¬*m 0 2- h J 8 4/ M S / F CA Mb -1 tia&! 0001- D<CO EXISTING ELECTRICAL BOX COULLUO OISTING POWER POLE Z 0 CV EXISTING SITE UGHT 3 z@ 1 PROPOSED SITE LIGHT EXISTING CABLE BOX 0- &!MEI PROPOSED TRANSFORMER ON CONCRETE PAD Q 66! o LU 21- EXISTING TELEPHONE PEDESTAL 00 ~ EXISTING PRIMARY CABINET EXISTING WATER METER PROPOSED WATER METER EXISTING ARE HYDRANT PROPOSED FIRE HYDRANT EXISTING MANHOLE ~ PROPOSED MANHOLE Project No: EX[SANG INLET SAF000920 Sheet Scale: PROPOSED INLET 1"=20' Designed By: JNA Drawn By: E: FUTURE CAR WASH TO PULL FUTURE METER OFF OF HYDRANT RDG N STEAMER DRIVE. 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STATI STI CAL AR EA SUM MARY UNIFORMITY IL - i,â€žâ€ž iNn 13] - ~ -- . LABEL AVG MAX MIN AVG/MIN MAX/MIN Firl t.0 bio b.0 b.0 b.0 b.o b.0 b.0 . .0 . ..0 90.0 t.. .o b.o v.o v.0 EE--b.o--0:~0 Eli~ 10.0 10.0 .0.0 1@EIL v.1 'D.~. b.1 b.o v.o b.o v.o b.0 1).0 v.o v.o b.0 4 .0 '0.0 b o '% o v.0 -Â·t~ ~ PROPERTY INTERIOR 3.66 23.7 0.0 NA- NA FUEUNG AREA 7.85 23.7 0.8 9.81 29.62 1.47 1.77 CANOPY 19.72 23.7 13.4 r~p--#-0 0.0 b.o b.o b.o b.o 'D.o b.0 b.0 '0.0 b,0 b.0 b.0 b.0 b.0 '0.0 '0.0 .0.0 b.1 b.0 't).0 1).0 b.0 b.0 b.0 b.1 'D.1 0.1 b.2 b.3#D.2 . 1 '0.0 '0.0 t).0 b.0 b.0 b.O b.O b.O D. D.o v.o ~\ b.0 b. DRIVE & PARKING 5.41 16.5 0.8 6.76 8.45 10 9~0 10.0 -mo- 76.0- u.0 u.cr -0.0 u.0 -6.0- u.0 0.0- -0.0 0.0 -0.T- U.U Â· l,).r -6. 1 U. 1 -6.r 569.5~S~E13)83.1~~' 1 1.~- 1.. i .T- -5.z 1..;.z -5.3- [ko 1.1.5- -b.6 1,-z --t~.1- L.J--t.u-,..6.u 71.u -.u L o f~.~ ss'*19:020Â° . 2.2 '0 * ~ NOTES: 1. ALL LIGHT AXTURES MEET IESNA FULL CUT-OFF .U . CLASSIFICATION REQUIREMENTS. 2. 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SAF000920 Sheet Scale: 1"=20' Designed By: b.o b.o| b.0 b.0 'D.o~'09 t.0 b.0 . 9).0 9).0 9).0 9).0 9).0 9).0 9).0 56:~ 9).0 91.0 91.0 91.0 93.0 91.0 .0 9).0 91.0 91.0 91.0 9).0 9).0 9).0 9).0 JNA \ V ' RDG Drawn By: Dote: $ b.0 v.0 b.o b.0 t.0 b.0 '~00/6.0 .O [O.0 0.0 b.o b.0 t.0 v.0 p.00Â»t).0 b.0 t.0 0.0 '0.0 1).0 t.0 1).0 10.0 t.0 b.0 b.o t.0 to t).0 b.0 t.0 MAY 2009 Disk File: Saf920_P_05_Lite LIGHT FIXTURE SCHEDULE CD.0 t).0 b.0 b.0 0.0 .e v .0 t).0 '0.0 t.o b.o v.o b.O 03Â£6 v.o t.o 'D.o 'D.o 'D.o 'b.o b.o b.o '0.0 b.o b.o 't).o 'D.o Â£0.0 Â£0.0 'D.o t).0 b.0 SYMBOL ITEM QUANTITY MANUFACTURE LLF MOUNT HEIGHT FINISH WATTS LUMENS LAMP IESNA DISTRIBUTION REMARKS PHOTOMETRIC 1 / LSI-PATRIOT FULL CUT-OFF PLAN DARK te 9 UGHT POLE 1 POLE 15'-0= BRONZE 175 16,000 PULSE START .. TYPE IV POLE FIXTURE b.0 ~.2 D.0 CD. / .0 . / v.O v.O 'D.O t.O v.O v.O 'D.QfÂ»b.0 0.0 t.0 'D.0 v.0 b.0 b.O D. D.O b.0 b.O b.O b.0 00 b.0 9.0 b.0 b.0 b.o 'D.o FIXTURE METAL HALIDE 0 1 f f LSI-ENCORE FULLY RECESSED 0 Â® 12 #EC-S-175-PSMV 1 SURFACE 16'-0' WHITE 175 16,000 TYPE V CENTERED 16' -0" PULSE START ft).0 "0/ .o b.o b.o b.o b.o b.o b.O ,*6 '0.0 b.0 b.0 b.0 b.o '8.0 b.o b b.o b.o '8.0 b.0 I).0 b.0 '0.0 b.o 'D.o b.o b.o b.o b.O C73-WHT METAL HALIDE FROM GRADE COMPACT - WALL DOWN ESCO 6" DIAMETER FULLY SHIELDED i Â© 10 COMPACT FLUOR. 1 WALL 8'-0Â» BLACK 29 1,800 C CD.o /<:/b D.0 b.0 'D.0 D.0 D.0 D.0 D.0,&4Â°0.0 0.0 to D.0 t.0 b.0 D.0 '0.0 . t.0 b.0 b.0 D.O 00 D.O b.O b.O to b.O v.O b.0 1).O b.O ALUMINUM CYLINDER FLUORESCENT LIGHT ~ W616T4-BL Y h 31Â¥0 NOISI/\38 ON 1V-LUIAI8 P#â€¢'*Â¥ 44*lly Â·Oul '41;W. 00Â¥20100 'MEIVd S31S3 woo'snume Â¥31 NV *Â£ AVMHOIH 'STI 9 VMBBV M3=IVS DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY ,-V. & ~ TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO -IL- - LOT 1, SILVER LANE STABLES ADD. LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. * mm 0 \ \ STEAMER DRIVE ~~~~~ ASPHALT SURFACE 0 10 20 ~ SCALE: 1 "=20' ~ 17.---ZIZEZZIZE 221 4 Lim I - 21 \ - / 93Â«-2##92%9,p2L- El â€žHugh 1-Cl~('. 3e c< 7 --41&42.1 14%1 - -I'll -- -- -- -- -- -- __ _L __ --, - - ---% P -- i --- >h Â¢0 5 ilo - r *.8 E O% â€ž 8 0 0 2 <19% â€žâ€žan 2 * 20 Â£ B , tq / 00 8 E 9 / 0-%*0% P 1 / --0- - 1 / le. 9 i ~4201- 1 -- #, i ... %5 0 <: LVER LANE STABLE ADD. 2.'' i / 1.5 ES . 9-7.92. / 4/06. / / 69 SQUARE FEET . / BIG THOMPSON AVE I. \ 41 0, , / 16 0 -53 11 ./r ---- I , , i Md. /1 4 \ / / 0 , Q I .2 il.,912?96 / 4 0 4 1 i / 4 ~.~ 4 1 / 0 ., ' ./. =00 0 CIO 1, 6 \\ 4 / . 0 .*i-.0 + # /.0 4 1.,b '0 " 4<27 '3 2 /9/ / 00.. UJ M J i T * 9 1 4 4 4. 0 / /' 0 U- Â£Â°W 4 0 O / j, + 111 < ati r4 (A I W f 400 0 7 ,-Ap IC: y // / ,/ +1 0 . 0 /0 4, /0 5 0 4 0 ,1 0 / \ 34 f? \ 1 0+-< It 11 11 4 11 4 # 41 0 "r o FF CS 0/4 0/ e// ,1644 0 . #,1 0 74 :93.J 'ti~ / t . / m '17/ 4 - 4 1 5,; ,/(% *75' 1 - 4 4 # 7 1 \\ 1 \\~/ r -21 lili I ; 1 0 2 /9 7 1 . .: 4 40 / f OWNER-ESTES PARK SANITATION DISTRICT, ~ 4 0 850 EXPANDJ / ZONED COMMERCIAL- OUTLYING KIOSK i T ll 1 ./. f =20 w OIl <CO 11 It U U IL LU O \ 1 \112 1 . 0 00(4 / 1 / zg LU t. B .. '.,A <4 Bo 62 18 4 f 4 \ / 41> / 1 / 0 / U.'ko -- QEE I 1 . / - ------------ 1 1 0 # 83Â§* 9 / ./. 0 | ~ Project No: SAF000920 1 / Sheet Scale: 1"=20' - - ~ Designed By: JNA Drawn By: RDG 1 1 Date: MAY 2009 / Disk File: gs4," Saf920_P_06_Tanker TANKER TRUCK < f 119WTE I'MIN 1 0 1 ~ VISITOR CENTER / / DRIVEWAY @ 41 Y,n %. #4*~ 6 31Â¥0 NOISI/\38 ON 141.LIV\IanS NÂ¥1 NMÂ¥&10 - PeAI- 81Â¥ IV 4.1 '~U~*uoo ~ ~t~Aollee 6 00Â¥80100 'MbIVd S31S3 Nllan AV AING 83mlLS ONÂ¥ te AVMHOIH 'S'n DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY LOT 1, SILVER LANE STABLES ADD. * LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. ga TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO A - 11 1 /1- Il..1.-It - -1-% A T-1 6 -Â·LF:'14, . 4 :.---5 -r --1 .â‚¬Ii' -IT - lilli 1.\ gil i 111 -- 11 _.. ~ C' Iii Gll I // 12/5:f~ -- 349 14,/1 STANLEY - I - -2- . -K 1 -1- I-- * Ttil- ADDITION /- 8 /Â« \71 //// - - SITE 1 4 -Â«FÂ« .1 - WONDENEW A ...+14 1#11.5 ->7. L. -/. - -/&'.-' N#/0 2/ fyi 199 EN -% LIST OF CONTACTS UTI LITY AGENCIES *to% - N ~ 11 .4 8 1 - RECORD OWNER SEWER 2 2 1 BENY JUNE WHITESIDE ESTES PARK SANITAT]ON DISTRICT / 1 .....2 9 20 & 8 - 8 Ei P.O. BOX 152 1201 GRAVES AVE. ESTES PARK, COLORADO 80517 ESTES PARK, CO 80517 / 1 .,..,...Â§ i 3,Â®t TEL: (970) 586-2866 8 Â¢01'01353 1 APPUCANT CONTACT: JIM DUELL --B SAFEWAY INC. t 6900 SOUTH YOSEMITE ELECTRIC Â£ 2822 $ 3 ENGLEWOOD, COLORADO 80112 TOWN OF ESTES PARK UGHT AND POWER VILLAGE I \ TEL (303) 843-7570 P.O. BOX 1200 BUILDING -TRUE // i 1 11 9-49*22_ /1 1 TEL: (970) 577-3607 JLACT:E;JRY KUNZ CONTACT:~OBCGOEHRII,/G VALUE- GALLOWAY & COMPANY, INC. VICINITY MAP â‚¬4 5350 DTC PARKWAY WATER ~ N~%-00 | SCALE: 1 "=600' GREENWOOD VILLAGE, CO 80111 TOWN OF ESTES WATER DEPARTMENT - 47, I T Â» TEL: (303) 770-8884 P.O. BOX 1200 AA 12 FAX: (303) 770-3636 ESTES PAIRK, CO 80517 &2 J CONTACT: JON N ANDRESEN JR., PE TEU (970)) 577-3607 CONTACT: BOB GOEHRING - SHEET LIST 11 LANDSCAPE ARCHITECT ~_~ ~~ ~ --- a__La#l$kab-- f GALLOWAY & COMPANY. INC. TELEPHONE , // 6 0 5350 DTC PARKWAY QWEST CONDOMINIOU| 11 \ (2 8 4"1 -BANK OF COLORADE=1 -Â»..... \ COVER SHEET 1 GREENWOOD VILLAGE, CO 80111 12680 County Road 523 â€¢ BUILDINGL Y N / _ - 1 TITLE SHEET NO 6 TEL: (303) 770-8884 GREELEY. CO 80634 4 - 7/ P i 1 > 491 / ALTA/ASCM LAND TITLE SURVEY 1 of 1 FAX: (303) 770-3636 TEL (970 350-2940 , .1 .4.1 \\1> X /1 CONTACT: JOSEPH WILSON, RIA CONTACT GALEN MONSON . b ~ / Iii / - 1 DEVELOPMENT SITE PLAN 2 ARCHITECT CABLE ~ + le- 144 49 . 4 GALLOWAY & COMPANY. INC. BAJA BROADBAND i. 94* /4 /29/ DEVELOPMENT GRADING PLAN 3 1> 5350 DTC PARKWAY 405 STANLEY AVE. 129 24 \ 1)k U l GREENWOOD VILLAGE, CO 80111 ESTES PARK, CO 80517 ~ ~ STANLEY ~ IF 'AA f El -=1 DEVELOPMENT UTILITY PLAN 4 / VILLAGE â‚¬ M n .. TEL: (303) 770-8884 TEL: (970) 586-0199 . ' FAX: (303) 770-3636 CONTACT: ROD PATTERSON -REEL / I . l 1l. BUILDING 7 CONTACT: JOHN C. SCALES, AIA 11 THEATRE- 2 . #-k L. 9- PHOTOMETRIC PLAN 5 GAS A / / A [1 \--_ / 1- SURVEYOR XCEL ENERGY w TANKER TRUCK ROUTE PLAN 6 4. VAN HORN ENGINEERING 1901 E. HORSETOOTH RD. .3\/ 1 0/ 1043 FISH CREEK ROAD * P.O. BOX 456 FORT COLINS, CO 80525 - DEVELOPMENT LANDSCAPE PLAN 7 ESTES PARK, COLORADO 80517 TEL: (974) 225-7869 e TEL: (970) 586-9388 CONTACT: ALAN ERMER KIOSK ELEVATIONS 8 m FAX: (970) 586-8101 UNPLATTE~ / CONTACT: LONNIE A. SHELDON, RLS OWNER-SCHRADER LANDI/ 1 CANOPY ELEVATIONS 9 COMPANY. LLIP' ZONED COMMERCIAL OUTLYIN* ESTES PARK SANITATION =! 0 BUILDING FUTURE CAR WASH ELEVATIONS 10 ~~fil -CLARIFIERS- 01- < 00 c / ILLLIC / SITE DATA: SUMMARY TABLE COCV BUILDING HEIGHT: 5zzl KIOSK 1 STORY 15'-1= FEET CANOPY 1 STORY 19'-10~ FEET n_-JUJ FUTURE CAR WASH 1 SlÂ·)RY 14'-2" FEET SITE MAP 6Em Mt SCALE: 1"=100' LAND COVERAGE: 69,440 3.F. 100.0% 1.594 ACRES 11 SO BUILDINGS: U.1-21- < KIOSK 1,185 SF 1.71% 0.027 ACRES CANOPY 91979 1,r, 0,7070 9.1 09 AGRES FUTURE CAR WASH 1,275 S.F. 1.84% 0.029 ACRES 400 i LANDSCAPING: E WITHOUT FUTURE CAR WASH 39,601 S.F. 57.03% 0 909 ACRES ~ ~ WITH FUTURE CAR WASH 36,274 IF. 52.24% 0.833 ACRES U) D DRIVES, PARKING, WALKS & MISC. WITHOUT FUTURE CAR WASH 22,579 1 32.52% 0.518 ACRES 80Â§* WITH FUTURE CAR WASH 24,631 S.F. 35.47% 0.565 ACRES FLOOR AREA RAPO (FAR): WITHOUT FUTURE CAR WASH 1.06 (INCLUDES 50% OF CANOPY AREA) WITH FUTURE CAR WASH , .08 (INCLUDES 50% OF CANOPY AREA) PARKING: r EQUIRED PROVIDED STANDARD SPACES 6 15 Project No: HANDICAP 1 1 SAF000920 Sheet Scale: CAR WASH STACKING: - -QUIRED PROVIDED FULL AUTOMOBILE STACKING SPACES 6 6 Designed By: JNA Drawn By: RDG Date: Disk File: Sof920_S_01_Covr APPROVAU COVER SHEET APPROVED BY THE COMMUNITY DEVELOPMENT [ RECTOR DAY OF 2009. DIRECTOR 1 31Â¥0 NMÂ¥30 NOISIA38 ON 1Â¥1UK8nS N N3401 'SU!18@U!GUE' .ein 3 VMB:IVS 009Â£-f*9 ,(00Â£ 3A180 830IV31S ONV +E 00Â¥80100 '>IM S32S3 DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY -- PROPERTY BOUNDARY UNE SITE LEGEND -V \\\\ LOT 1, SILVER LANE STABLES ADD. - - - ADJACENT PROPERTY BOUNDARY UNE M f >\ LOCATED IN THE SW 1/4 OF SW 1/4 SEC. 19, T. 5 N., R. 72 W., 6TH P.M. N PROPOSED NEW - - - - - - PROPOSED CANOPY EM ~ TOWN OF ESTES PARK, COUNTY OF LARIMER, STATE OF COLORADO ==- - .- 1 1 PROPOSED RETAINING WALL - EXISTING TO REMAIN STEAMER DRIVE ~~~~~~~~~~Â·~ 0 10 20 A EXISTING FIRE HYDRANT 1 ---------- EXISTING TO BE REMOVED t -X- - -X- - -X- - - EXISTING FENCE TO BE REMOVED ASPHALT SURFACE -4439 JF O EXISTING MANHOLE COVER -Own --------3 A - SCALE: 1"=20' 0 UTILITY PEDESTAL EXISTING INLET R1 5~- F6341 EXISTING PRIMARY CABINET 11110\ mi \ 9 1{ b-KY r-//10 Jl-4 13Â·-~~li-~~3>~ PARKING COUNT ILLâ‚¬-1 .. * PROPOSED MONUMENT SIGNS TO BE APPROVED THROUGH 1 --<:~-~*TR~4366..1 SEPARATE PROCESS R50' R20' p33*1 -- I.X- I -- A X----Â« N-- 14 -IM - :I . ': ... ::-.--&-': -- -- :: --- '. -- â€ž 3--2 - -A -~M-I - ~* 530' 1 ~08*W<- 72.22' 589'52'57"E 383.11' .z 00 - 1 5 85' )-- 9 ~_PROPOSED fog MONUMENT W SIGN 1 15 / * i n< -*L- 6 41 ~ 2 bo ..Â·7 * -/1 11 (CD T U.....15 5% 0 R49 + 1/ '"=â€¢â€¢ 4 i 20 & R30' N 00 -ItÂ· f~--- 1 E -- 41. Mt 4 ' R5' < 6..9 \3 ./ .in -09-0 R60' â€¢V E'~:dd 4 /4 ..4 4 \ UNDERGROUND ~ R2' LOT 1 6 - a X-STORAGE TANKS 301 / I ,=e-00 + 30./ te i. 0 7,8 .4% co I SILVER LANE STABLE ADD. 1.594 ACRES / Obc ' 85.59' 6 62698G TOUM~~0~E , **6 49. - 119 . -4 - 621/ K / \ 5. . U, T' J 'i -- X --- 01 =====4- I /& 1 /40 5 2 9 \ 0 40fc *21 j <)31/1 dr " 0 -x/ 0\ \ 3/ 0/ - '37 4 RW / * 2% 810' CANOPY 7 / , / & 208 0/ &==ki /\ - EEC o .0. . e-- 7- t f OC 7.00 9 .02 \ 0 LLJ ,#1 , / \ 1/ . 6 Ll_ 1 , '1 11 0 4 ol 4 51Â· i - * Sia ROW 0 44 \ lÂ¢ 4 9 \ a / 11 j --* 4 PROPOSED " 1 h 4 4 1/ ' \ -MONUMENT 11 1' -V' 9 c> 2 0 R20 e. h. 4 / 1 / SIGN " 41 4 2 1, 40 / -,6 f f d. 93 -4 -1/ 1 + 6 - , 74 - . 4 f C \ O / 9 4 * 4 R2' 6 / \ e 4 . 6- 0 '\ // f h 0 'k ~ 1, ;; e ~ ~ g/ \ i# / / , -X- A A. 41 .% 4 ~:./ 4 11 6 / .0 4 VE / Rep * 0// / 4 - ./ I ,'- 9 4 [ 673? ] /9 67. 7 O \, - 11& * A x - TOOLED EDGE EACH SIDE # 4 f 'A \/ 7/ / 5,4 / - BACKALL C> ~ It 13Â· 1 11 Af 1 41 e / e. 4/4 4â€ž ' '0 9 9 * :tit=+ i / f , , y 4 >4Â»2Â»>4Â»3Â»yx. y. OWNER-ESTES PARK SANITADON DISTRICT, SLOPE AND ''~ *, /~+ ' 850 \*XPANDA ZONED COMMERCIAL OUTLYING DIRECnON VARIES 6 4. 4 MOSt< 66 / .4 SEE GRADING PLAN h U.1 \ / ..+ Rl . / -#/ ~ R1O' Â·<5 / .4 0 4 4 =10 . R10' %- 3 2 .8 4 014 -4 -4 ~ U P =1 ji OIl - 8 8,0, Â· 4 4 <CO 6- / W <1 2 / 4 58.4' 6 \+4 '4 M , Fix U. 1.1-10 MO / 10 09.9%00> COMPACTED SUBGRADE -- SEE GEOTECHNICAL 5(30(4 5 /4 , R2' 4/4 REPORT Jzz@ 0 \ 4 4/ / ~1/ / Rl 5' 0-1111 00 + 1 /-41.- 6\ 5 14, , \ /4 / CE ..1 455 49 / CONTRACTOR TO VERIFY SUBGRADE REQUIREMENTS WITH SOILS AND 2 0 /4 1 FOUNDATION INVESTIGATION THAT HAS BEEN PREPARED FOR THIS PROJECT. 66! O kEEzui i -g 3 Â¢ 10 ARMAC /4 SLOPE NOT TO EXCEED 2% IN â„¢E ADA ACCESSIBLE ROUTE -3 6 d \ / 41 1> / \ i /R\ , LJ '11 V / U.166 21- 0 / // 191 Â» .9 / R15'00 G \ Â»/ , /0 / F ./ MONOLITHIC CURB DETAIL 5%0 13\ . & 2~- =Ert 1 / / LiJ \1\ tt - 1=.4.:=.U'/1 \ / ~ ~ / NOT TO SCALE ~ 1 \\ 19-41- 2 - -C- r ,> / JUE tx 7->42 1 ..42 /// 1 \ - i j / Ed* 9 \ 0/ ./ / ~4000 PSI W/ FIBERMESH SLAB \ 1 1\ 0 \ Designed By: JNA 9. / N U . 1 \ A 4 4 4 24 â€¢ Project No: 4 - Â· 4 1 | PROPOSEk, ~4 4 4 ..4 4 .4 h SAF000920 DETENTIOIbIA ' /1 ~ 4 . . 1 '=20' 4 4 4 4 9 4 ~ 4 0 Sheet Scale: . POND AR~ ~ %.. -Date: MAY 2009 - - 4 Drawn By: L RDG COMPACTED SUBGRADE / . l SEE GEOTECHNICAL REPORT 1 - Disk File: \ CONTRACTOR TO VERIFY SUBGRADE REQUIREMENTS WITH SOILS AND Sof920_P_02_Site - FOUNDATION INVESAGATION THAT HAS BEEN PREPARED FOR THIS PROJECT. ./1./ 4/// DEVELOPMENT -' 11 0 -//Gat -C NOTE: SITE PLAN CONCRETE USED FOR PAVEMENTS SHALL BE REINFORCED FOR CRACK CONTROL (SECONDARY . V//' 10 4 ~ / 9 / / DRIVEWAY C-1116, *STANDARD SPECIFICATION FOR FIBER RONFORCED CONCRETE AND SHOTCRETE-. VISITOR CENTER /16/ / / // 0 REINFORCING) WITH 100% POLYPROPYLENE SYNTHETIC FIBER REINFORCEMENT, CONFORMING TO ASâ„¢ / PRODUCT SPECIFICATION: FIBERMESH(MANUFACTURED BY FIBERMESH. CHATTANOOGA TENNESSEE). / APPLY AT 1.5 POUNDS PER CUBIC YARD OF CONCRETE. SUBSTITUPONS MUST BE APPROVED BY I THE ENGINEER PRIOR TO USE. 1, 1 TAB~/ 1 tic un CONCRETE PAVING SECTION 2 NOT TO SCALE 31VC NOISI/\333 'ON 1911IWEInS NMVEIC] ' W 608 00 'e 919181*1 '04'17"E 317.60' --A----LMX-*A---- '-X-- v v uloo'sn'(BAAolleS' 3AING hi Â£ AVMHOIH 'S'A 0--â€¢hi 1140Â¢H 4Y 04 'XU.â‚¬*DOO V A.011.0 Â·600:0 07@010 DEVELOPMENT PLAN SUBMITTAL SAFEWAY FUELING FACILITY 1 1 f. .-& InT,1 Oil \/Col A kIC OTA DI CO Ann M * lou- e Â¢0 -59. (95 1 3 u & 1 k .*TRI Â»g DRAINING LU Jff U- 5 OZ ES, J ti&&! ~EJO 0001- 2 < to WU-LUO Jzzl &E 66! O LU 21- 3 000 FDO 3 i ,. E * hal/ -- , Ah- / i ) 1 - ; WATER EP POND / 4 / : Aci - i / Â£iLl / 0 / 01 1 fu ' / Project No: / \ 1 1 /// ,.4 / - / / Sheet Scale: / SAF000920 . ieÂ· ~ ~ 1 \ /1-(3 I 97.98.99 1 Designed By: / 1"=20' 7501.,31" JNA oi - 4 - /3 / Drawn By / RDS / Date: / // -- x // \KKi 2009 t - ~ ~ Saf920_P_03_Grad 100' YEAR+WQ Disk File: WSEL=7500.60 / / ~ / ~- 7501.40 / / / / Â«53Â«& DEVELOPMENT '1 / 53> GRADING PLAN 1/ 1 1-7: / / , 1 * 1=i , f / / \AS\TOR CENTER / - / / / DRWE\NAN 7502* ~--~/~// 1 / / / 1 \ . / 1 1 27 7501.4/ 1 / / / / 1 m / 1 1 / 1 1 4 En . 25 31Â¥0 N01SI/\38 'ON NMVEIO 'S30 '6U!JeeU!6u3 'enloal]40]v & 6 1.08 OO '06 111 UIOO'snieMollek PIA'"*B '14#U / il 'AU**UOO 9 A~AO,1,0 0002* 00Â¥H0100 'MalÂ¥d S31S3 Ilan=I AV El=IVS 3AING 830IÂ¥3-LS ONV +C AVMHOIH 'ST - . V ... .A . A. - . e ... A- . A . ..... .. . - A . "Em ,.=1 4 :: . 2 , " i Â¢ 3,1 1 0 , 1 . 1 - ... -2,- .6.... r . i .a ..Â¥ \ . 1 -0--0 . 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