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CONCRETE
II. ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"X6" C900 TEE,
I C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB.
I 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS
OUTLINED ABOVE.
I 3. WATERMAIN SERVICES SHALL BE 1.0" COPPER.
4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL
BE STAINLESS STEEL.
�1 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS.
6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT.
7. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS
CALCULATED FROM THE DOWN STREAM MANHOLES.
8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES.
9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE
�D\ WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED.
10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER
AND WATER ARE IN THE SAME TRENCH.
11. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE
- I UNLESS OTHERWISE NOTED.
TNH-ses za \ 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY
VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT.
I 13. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS"
SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES.
' 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL).
I15. POLY WRAP ALL HYDRANT BARRELS
16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE.
jjjjj7 F I 17. ALL 4 12" WATERMAIN SHALL BE PVC C900 (DR25)
/-1 ALL 16 WATERMAIN SHALL BE PVC C905 (DR18)
18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS
FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT
I I INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY.
19. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR
-- TO ANY PUBLIC SEWER/WATERMAIN CONNECTION.
' 20. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC
INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM
IEXTENT POSSIBLE.
FAWN HILL ROAD
- -- BENTZ COURT
990 MH2 _ 990 990 990
STA: 1+50.7
RIM:979.8 MH 3
BLD: 12.9 -..----..--STA:2+58.fl--__--__--..--..--..--..--
MH 1 RIM :978.7
980 ________ - -- `_____ --____ -- - _,____- ___-.._..- STA:2+75.7 _..___. _..- -. _.. 980 98 _-..________________.-.._.._.. ___ ____BLD: 15.3 HBOE9fioe _.. _.._.._ 80
sTaRN wNc RIM:973.7 MH EX7 0 - ----- --- - - 9
Tao - BLD: 12.9 -STING +15.3
E-9]fi.5 SIM 969 5 MH EX6 GR
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xNc 11.25°8EN0 HYDRANT -..-- BLD 11.6 RIM:963.4 ------------------ $TA'6+-__---.--..--.--__--__ --urvo -� - -_ - -STR: 2+83.5-__--.. --..--..--
6 VALVE 8'x6' RED
sTA:l+aes BLD: 11.9 i w
970 -- _..- _ _ _ - T 96e.2 ERA -N sTG-_ _. _ __.- _______ ____ __ _ RIM:968.4 _ _ i
________ _______ ______ -------o -. -STA. +tors- rssEa Mx. - 970 _-..__----_-_flLDat9___
apo$ 'x6'TEE zzseENo p ' cnou o 970 - _. - --..-- -- -- - -------------------------..--..-- 970
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124.1(F SDR 35 STZRM NNc 7'
-- B„ G900 PVC V':M sTaRM wNc
Z@4.92% ------------ ---------------------------------------- 960
V- PVC 3D 2.65-/-
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960 960 � � 960
_--__--_ -------- - ------- rn 1387 LF@2Rls .09°/" ox m 8"PVC SDR 35 182.1 LF@
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940 940 940 940
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 12+00 -1+00 0+00 1+00 2+00 3+00 4+00
'b.",
EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 50 25 I0I 25 50 1 00
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTINGfl_rl_fl ®®®® ❑
UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY ��LE IN FEET
AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
AND ALL EXISTING UTILITIES.
DRAWING NAME NO. BYDATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO.
BASE FAWN 01 CAW 07/07/17 RPBCWD COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 61es 9p - SANITARY AND WATERMAIN PLAN
AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE RAF' 37865-001-200
DRAWN BY 02 TCW 07/12/17 COUNTY COMMENTS SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT D SATHRE-BERGQUIST INC.
- - 07 18 17 - - - - - O M - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w m
TCW 03 TCW 07/16/17 CITY COMMENTS CHANHASSEN, FAWN HILL 3
- -- ------------------- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
CHECKED BY 04 TCW 07/31/17 _ _ _ _ _RP CITY
C COMMENTS , �/ S ,^ ��� o 150 SOUTH BROADWAY WAY 1, MN. 55391 (952) 476-6000
- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE i'v/ m y
RSM OS TCW 08/30/17 CITY COMMENTS s MINNESOTA
-- - - ----- ---
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING HIP HOLDINGS, LLC.
DATE - - - - - - - - - - - - - - - - FROM ILLEGITIMATE USE. ROBERT S. LSTAD, P.E. / 4•
06/14/17 - - - - - - Det.: O �� �7 Lic. No.-pLiZB c FRS PSP 11
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