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HomeMy WebLinkAboutSITE PLAN New SFD 601 Pinewood Ln 2022-01-112 1 1 3 3 4 AA BB D D EE C PROPERTY LINE 297.3' (P) 292.22 (C) 7740 10' UTILITY DRAINAGE EASEMENT 25' BUILDING SETBACK 7730 7732 7734 7736 7738 7740 7742 7744 (APPROXIMATE) 11' - 2" PL TO CORNER OF SLAB 39 ' - 6 " ( A P P R O X . ) 7728 7726 7724 7722 7720 7720 7722 7724 7726 7728 7730 7736 7738 10' ELECTRIC SERVICE EASEMENT DEDICATED WITH THIS PLAT 25' BUILDING SETBACK 10' UTILITY DRAINAGE EASEMENT PR O P E R T Y L I N E 1 0 5 . 7 9 ' PROPERTY LINE 144.14' NEW GRAVEL DRIVE16 ' - 0 " 50 ' - 5 " 16 ' - 0 " R 4' - 4 " R 7 ' - 1 0 " 12' - 0" 90. 00° 9 7 . 6 7 ° 7732 7744 7742 7734 5' - 0" PL A T T E D P R O P E R T Y L I N E LOT 2 63,117 +/-SF 1.449 +/-ACRE EXISTING RESIDENCE 621 PINEWOOD LANE PL TO CORNER OF SLAB 101' - 7" (APPROX.) PL T O CO R N E R O F S LA B 72 ' - 1 1 " ( A P P R O X . ) 601 PINEWOOD LANE NEW 2 STORY RESIDENCE WOOD FRAME 1662 SF @ FF LEVEL (+7735.5' EL) 25' BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K 2 5 ' B U I L D I N G S E T B A C K 25' BUILDING SETBACK 10 ' U T I L I T Y D R A I N A G E E A S E M E N T 20 0 20 40 6051.09'1 2 0 .8 5 ' 23 6 . 1 8 ' 10 ' U T I L I T Y D R A I N A G E E A S E M E N T PL TO CORNER OF SLAB 133' - 8" (APPROX.) 1 STORY ATTACHED GARAGE WOOD FRAME 580 SF (+7735.5' EL) COVERED PORCH WOOD FRAME 158 SF (+7735.5' EL) WOOD DECK 112 SF (+7735.5' EL) 17 ' - 0 " 8' - 4" X X X X X XX X X X X X 10' U T I L I T Y D R A I N A G E E A S E M E N T X X X X X X X X X X X X 56' - 7" EXISTING FENCE LINE GATE "NO BUILD" EASEMENT LOT 4 PINEWOOD ACRES ZONED E-1 ESTATE PI N E W O O D L A N E LOT 16 PEAK VIEW AMENDED PLAT ZONED E-1 ESTATE FENCE LIES 0.9' +/- SOUTH OF PLATTED PROPERTY LINE X X X X X X X X X X X X 25' BUILDING SETBACK 25 ' B U I L D I N G S E T B A C K SCALE 1"=20' LOT 17 PEAK VIEW AMENDED PLAT ZONED E-1 ESTATE G.L.O. BRASS CAP SOUTHWEST CORNER SEC. 31, T5N, R72W N 89 DEGREES 34'29" W 200.0' "N O B U I L D " E A S E M E N T R R O/H POWER U N D E R G R N D P O W E R T O H O M E O/H POWER O/H POWER O/H POWER EP SANITARY SEWER POTABLE WATER NORTH O/ H P O W E R O/ H P O W E R FENCE LINE 20 ' U T I L I T Y E A S E M E N T 20' ACCESS EASEMENT EXISTING DRIVEWAY DRAINAGE NOTES: THE CURRENT DRAINAGE OF THE PROPOSED SITE IS IN A SHEET FLOW PATTERN FROM THE HIGH POINT AT THE NORTHWEST CORNER TO THE LOW POINT AT THE SOUTHEAST CORNER. THE PROPOSED GRADING WILL DIRECT THE SHEET FLOW AROUND THE RAISED SLAB AND FOUNDATION WALL. PROVIDE A MINIMUM 2:1 GRADE AWAY FROM HOME PERIMETER TYPICAL. NOTES: 1. THIS SITE PLAN WAS AUTHORED BY MIKE NASH WITH INFORMATION FROM THE WINSLOW MINOR SUBDIVISION PLAT WHICH WAS CREATED FOR BOB & ELAINE WINSLOW (OWNERS) BY JEAN A. DOUD OF AZIMUTH SURVEYING, INC. A DULY REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO. REG. LAND SURVEYOR #29145 AND DATED APRIL 2021 2.SUBJECT PROPERTY IS ZONED E-1 ESTATE 3.MINIMUM BUILDING SETBACKS ARE 25' FROM ALL PROPERTY LINES. 4. EXISTING DRIVEWAY APPROXIMATELY SHOWN TO DEPICT NO ACCESS EASMENT REQUIRED FOR EXISTING RESIDENCE. EXISTING CONTOURS PROPOSED CONTOURS DIRECTION OF FLOW ARROWS APPROXIMATE LOCATION OF EXISTING DRIVEWAY AT 610 PINEWOOD LANE APPROXIMATE LOCATION OF PINEWOOD DRIVE INTERSECTION 10' U T I L I T Y D R A I N A G E E A S E M E N T 10 ' U T I L I T Y D R A I N A G E E A S E M E N T 2 5 ' B U I L D I N G S E T B A C K 10' UTILITY DRAINAGE EASEMENT 2 EXCAVATION 1. EXCAVATE SOIL TO ACCOMMODATE FOOTINGS TO THE DEPTHS AS SHOWN ON THE DRAWINGS. HAND TRIM ALL EXCAVATIONS AND REMOVE LOOSE/SOFT MATERIALS. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING AND FROST. 4. PLACE AND COMPACT BACKFILL IN EQUAL AND CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HANDHELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. GRANULAR BACKFILL MATERIAL SHALL MEET THE FOLLOWING CRITERIA: SIEVE % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL, REASONABLY FREE OF LOAM, SILT, CLAY, & ORGANIC MATTER. SEAL C O P Y R I G H T 20 2 1 © c o p y r i g h t TH I S D R A W I N G A N D A S S O C I A T E D E L E C T R O N I C F I L E S AR E P R O V I D E D A S A N I N S T R U M E N T O F S E R V I C E F O R TH E P R O J E C T L I S T E D H E R E I N . T H E D E S I G NS RE P R E S E N T E D I N T H E S E D O C U M E N T S R E M A I N T H E PR O P E R T Y O F T H E O W N E R . A N Y US E O F T H E S E D O C U M E N T S F O R P U R P O S E S O T H E R TH A N T H O S E A S S O C I A T E D W I T H T H E P R O J E C T LI S T E D H E R E I N , W I T H O U T T H E E X P R E S S W R I T T E N PE R M I S S I O N O F T H E O W N E R I S PR O H I B I T E D . ISSUANCE Scale: Date: By: ID: C: \ U s e r s \ m n a s h \ D e s k t o p \ P R O J E C T S R E F A N D T E M P \ E P A R K C O \ J A N U A R Y 2 0 2 2 \ J A N U A R Y 2 0 2 2 \ C O 0 0 0 1 . r v t As indicated 1/ 1 0 / 2 0 2 2 3 : 0 8 : 1 2 P M 60 1 P I N E W O O D L A N E Bo b & E l a i n e W i n s l o w ES T E S P A R K , C O 12.07.21 SITE PLAN MIKE NASH 621 A0911" = 20'-0"1 ARCHITECTURAL SITE PLAN No. Description Date 2 Revision 2 - REVISED SETBACK 01.10.20 22