HomeMy WebLinkAboutSITE PLAN 2160 MacCracken Ln 20161
SCALE'. 1 = 40'
0
80 120
SCONCRETE
FENCE CORNER
(45823'00'4 13 .os')
LEGEND
> S.CTRIC COND./
TORM DRAINAGE
— — TELECOMMUNICATIONS LINE
—S— SEWER LINE
—W WATER LINE
0 SEPTIC TANK LID
r STAKE
A CONTROL POINT
FOUND MONWENTATION
(00.00) NATTED OR DEEDED DIMENSIONS
CONIFEROUS TREE WRIT DIAMETER
SITE PLAN
A PORTION OF THE. SE: 1/4 SEC. 20
AND THE NE 1/4 SEC. 29
T5N; R72W; 6TH P.M.
Se 8%,7"E 3ss52'
(sea�ars ass a�
1si.TsnoK
2/ save
ELECTR/C AND TELEPHONE
TO BE RELOCATED
TO FASTING AT
NO MORE T.N
12% GRADE
(0E1`Tass)T S4(
(DELTA54740
28 ROAD EASEMENT AS SHOWN ON VHE PN
78-4-24
N 1/4 SECTION U 2/"
29— —
FOUND
S, SEE VIBE
ALUMINUM CAPPLS# 94a ON#6R
MONUMENT. 51"W AND 153/4" BRASS CAP L 6499 2.5]. ACCEPTED VHEP
FOUND vusT REBAR
WITH C 90
STORM PRAM PIPE uNDERNEA,
..._sruxT oUSE TO oICR >aABANDONED
E oorvERiED
9cra,AcK'
BETER
DOWN
EDGE
CRDSI
avr
CONTTBOL POINT)
FSEE NOTE a) -PUMP HOUSE I
PROPOSED
MORENTHANR ROCK
TALL
\ (8E0T20s931sa)
=4.42 Acres Total
FOUND #4 RE9AR FOUND #4 REa4R WITH CAP #9489
(Nes4s's3'E 35882,
aro0w 3sa.ar)
FOUND #4
F
(PONN 00
TIT 9GAP CM: Z54 .
SECTION LINE
aroo'w 2651 19'
BASIS OF BEARINGS
(N88 rw)
.__ PE ROAD
EASEMENT
77,
SEC,. KEEN, R7SW
FOUND 3 1/4' AN BRASS CAP
ON 2 3/9" PIPE
SURVEY & CONSTRUCTION NOTES:
1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND SHOULD NOT BE RELIED UPON AS A BOUNDARY SURVEY NCR A LAND SURVEY PLAT.
2. NO UTILITY LOCATES WERE PERFORMED ON THE PROPERTY. SHOWN UTILITIES ARE REPRESENTATIONAL ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE UTILITIES BEFORE EXCAVATION.
3. THE BASIS OF BEARINGS FOR THIS SITE PLAN IS THE NE QUARTER SECTION LINE CONNECTING THE NORTH QUARTER CORNER (MONUMENTEO BY A #6 REBAR AND ALUMINUM CAP STAMPED PLS 9485) AND THE NORTHEAST CORNER OF THE
SECTION (MONUMENTED BY A BLM BRASS CAP AND PIPE). SAID LINE IS ASSUMED TO BEAR 1.488'47.00W AND ALL BEARINGS SHOWN HERE ARE RELATIVE TO THIS BASIS OF BEARINGS.
4. THE ELEVATIONS SHOWN IN THIS SITE PLAN ARE BASED ON ELEVATIONS TAKEN FROM G000LE EARTH AT THE CONTROL POINT TO THE N.E. OF THE DRIVEWAY WITH AN ELEVATION OF 7540 FEET. AEI.. CONTOURS ARE RELATIVE THERETO AND ARE
SHOWN AT 1 INTERVALS.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL EXISTING PROPERTY CORNERS.
6. THIS LOT IS ZONED R RESIDENTIAL WHICH HAS PRESCRIBED BUILDING SETBACKS OF 1. ALONG THE FRONT (ROAD) PROPERTY LINE AND REAR, AS WELL AS 10' ALONG THE SIDES.
>. THE MAXIMUM HEIGHT FOR A STRUCTURE ON THIS PROPERTY IS 30.0' ABOVE ORIGINAL GRADE AT THE HIGHEST POINT PER THE ESTES VALLEY DEVELOPMENT CODE SUBSECTION 1.9.E2 (WITH THE SLOPE SLIDING SCALE).
8. THE LAND SURVEY PLAT PREPARED BY THIS OFFICE "A PORTION OF THE SE I/O SEC. 20 AND THE NE I/O SEC. 29 ESN: R72W'. 6TH P.M. IARIMER COUNTY, COLORADO," WAS THE PRIMARY SOURCES FOR GEOMETRY AND BOUNDARY DATA
USED ON THIS SITE PLAN.
9. THE MAIN AREA OF INTEREST IN THIS SITE P.N. THE AREA EXTENDING FROM THE EAST SIDE OF THE EXISTING HOUSE AND DOWN THE EASTERN BRANCH OF THE DRIVEWAY, IS WHERE IANDMEASUREMENTS WERE TAKEN. AERIAL PICTOMETRY WAS
USED 10 SHOW LAND FEATURES BEYOND THIS AREA.
10. SHOWN HEREON IS A PROPOSED ROCK RETAINING WALL LOCATED TO THE SOUTHWEST OF THE PROPOSED GARAGE. SAD WALL IS RECOMMENDED TO PROVIDE SUPPORT TO THE FILL BANK ALONG THE RAISED DRIVEWAY AS THE TOE OF THIS
BANK WILL BE IN CLOSE PROXIMITY TO THE EXISTING PUMP HOUSE. ROCKS FOR THIS WALL ARE TO OF SOUND AND STABLE COMPOSITION. THE ROCK WALL SHALL BE CONSTRUCTED BY KEYING LOWEST COURSE OF ROCK INTO SUITABLE
UNDISTURBED NATIVE SOILS OR COMPACTED STRUCTURAL FILL A MINIMUM OF 18" DEEP. ROCKS SHALL THEN BE PLACED WITH A BATTER OF 0.75/1 DEM. THE CONTRACTOR SHALL COMPACT SUITABLE STRUCTURAL FILL AROUND AND BEHIND
ROCKS AS EACH COURSE IS SET. ROCK ALONG THE LOWERMOST COURSES SHOULD BE APPROXIMATELY 3'x3/x3' (9xWxH). ROCK ALONG THE TOPMOST COURSES SHOULD BE APPROXIMATELY 2'X2/X2' (00408). THE WALL SHALL BE NO TALLER
THAN 4 FEET TALL.
11. UTILITIES FOR THE ADDITION ARE ASSUMED TO COME IN FROM THE EXISTING BUILDING. THE EXISTING ELECTRIC AND GAS METERS WILL NEED TO BE RELOCATED FOR THE CONSTRUCTION OF THE ADUT110N.
SITE PLAN
a RAHE PROPERTY
2180 MACCRL KEN LANE, ESTES PARK, COLORADO
VAN1 HORN RENGINEERING AND SURVEYING
PH 0*4' (970) 564-9388 . FAX (COLORADO
o) �0 90517
—8(01
DATE
RENSION
BY
3/23/17
.RAGE. GRADING, NOT..
AND BOUNDARY DATA
JJS