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D�. 12" NYLOPLAST INLET, CONNECT --��-.__- e _ _ / v 1 52.00 S �' °�° Z o
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-/� 7952 INSTALL 24"X24" GRATE W/ 12" INSERTA � !`�. 1 �' s I- I- ¢= w
GENERAL NOTES: �y - - - - \ »
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iiiir TEE INTO EX. 30 HDPE CULVERT ►'��' \ / "~ z
\j% - - , \ . � ` �� � 51 .30r / \ / 1 : : 1i IwQ
1 . REFER TO SHEETS C210 C212 FOR STORM INFORMATION. _ x - - - - - • - - , 7951 \ `,� =,` r���P / /Z 10\ 5 10 20 L- >1 >1 z o:0=-1:
- ;o so� � X51 .43 .��- / n a) a) m m -� o
t - - - - - ' - 7951 \ GALE: 1 "=10'2. REFER TO SHEETS C220-C223 FOR SEWER INFORMATION. -C�) - - - �- _ pox, \ -7950- - - � LP 52.77f AL DIMENSIONS SHOWN AFZE U.S. SURVEY FEET I , �' w- - _ _ -� ' 52.30 - c Luzz
3. REFER TO SHEET C230-C234 FOR WATER INFORMATION. •- - - - - - - - , \ - - - REMOVE EX. 30" FLARED END SECTION i •LP - � \ cn'-- .�' U
MATCH TO EX. GRADE - - - - - - _ - - - - - _ _7950 \\ AND INSTALL TYPE C INLET ON N. SIDE \_ � s� z u) o c o z o\
4. REFER TO SHEETS C104-C105 FOR ADDITIONAL GRADING DETAILS. - - - __---
- I OF CULVERT, CONTRACTOR TO FIELD ° I . o - =w z
ALONG PROPERTY LINE, - ` ` - - _ - - - - OF
INVERT ELEVATION OF CULVERT �' ° - Cr)i w
TYP. - EMBANKMENT - - _ I - - 1� a) p MCC
5. REFER TO SHEET C106 RETAINING WALL ELEVATIONS AT UTILITY METER BANKS SLOPE NOT TO EXCEED 2:1_AA 1 rmi _ -- , - `� - - - - - - %Vt- - - - , - - - - \ \ \� ;���� ° P ° ✓ �\ \ �o COLO IDO-1141 �. o N 0 Li
AND DRIVEWAYS. - - - - - _y ,\\ 7945 _ - -� _ _ - - - - - - - - '4 ��0, - f
_ ° ° �% KNEW WHAT'S BELOW. CALL BEFORE YOU DIG. ` U Q= O
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6. REFER TO SHEETS C213-214 FOR PERIMETER DRAIN OUTFALL PIPE LOCATIONS O r / \ \ \ _ - - /''Y 0 s - - - - - - - - \ �•�-�'�• °% \ LS \ \ \ ~' z
AND WINDOW WELL DRAINAGE DETAIL. - 7 ,7-- _ A�� \ - - ! \ �• \ o \
- - - - - ____7-- o • o \ \\ \ / �� CALL �� 2-BUSINESS DAYS IN ADVANCE Sheet Number:
l - ` B •RE YOU DIG, GRADE OR EXCAVATE FOR
7. RIGID PAVEMENT SHALL CONSIST OF CDOT CLASS P PORTLAND CEMENT -�� , , \ / J r \\ �`48.72f �o \ p \ N \V RKING OF UNDERGROUND MEMBER UTILITIES
CONCRETE AND MEET CDOT REQUIREMENTS AND THE DESIGN CRITERIA PER THE r / i / \ QP \
- o P oN�X \ \
GEOTECHNICAL REPORT. \
N� \ 0 \ J MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY
1 I _ 48.72f o GN LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
C 1 02
8. LOT LINES SHOWN ARE FOR INFORMATION ONLY AND ARE PROVIDED AS A - - �� \
PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER,
COURTESY. LOT LINES TO BE VERIFIED AND STAKED BY A LICENSED SURVEYOR INL \ I I -i\ / SAWCUT MIN. 2' INTO CHAMONIX ROAD ALONG \
THE STATE OF COLORADO FOR ESTABLISHMENT OF DIMENSIONS, LEGAL \ I I PROJECT ENTRANCE AND PATCH BACK WITH \\ THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,
\ I ( N ASPHALT TO MATCH EX. PAVEMENT SECTION o \\ MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES
DESCRIPTION, SQUARE FOOTAGES, ETC... LOT LINE ARRANGEMENT IS BASED ON 4' �� I I 1 /\-- , \\ PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
OFFSET FROM EDGE OF BUILDING AND 3' OFFSET FROM EDGE OF PATIO. \ I 1 I 1 \ _