SW3181201_Plansheet C400 - Other_20220407

UTILITY NOTES
1. ALL UTILITY CONSTRUCTION (PRIVATE AND PUBLIC) SHALL BE IN ACCORDANCE WITH ALL APPLICABLE
LOCAL AND STATE CODE REQUIREMENTS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES (STORM DRAINAGE, ELECTRIC, GAS, TELEPHONE, ETC.) PRIOR TO
CONSTRUCTION. INFORMATION SHOWN ON THIS PLAN IS FOR REFERENCE ONLY AND SHALL BE FIELD
VERIFIED BY THE CONTRACTOR.
3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
BETWEEN THE CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS ARE FOUND.
4. MINIMUM COVER FOR ALL SANITARY SEWER MAINS SHALL BE T-0". DUCTILE IRON PIPE SHALL BE
SUBSTITUTED WHEN MINIMUM COVER CAN NOT BE MAINTAINED.
5. THE STANDARD DEPTH OF COVER FOR WATER MAINS SHALL BE T-0" MIN. EXCEPT AT VALVE OR
HYDRANT LOCATIONS, OR OTHER SPECIAL CONDITIONS.
6. THE CONNECTION TO EXISTING WATER MAINS SHALL BE PERFORMED ONLY AFTER ALL PRESSURE
TESTING AND CHLORINATION ARE SUCCESSFULLY COMPLETED AND THE LOCAL REVIEW AUTHORITY
HAS APPROVED THE CONNECTION. THE CONTRACTOR SHALL AVOID DISRUPTION OF EXISTING SERVICE.
7. REFER TO PLUMBING DRAWING SERIES FOR THE LOCATION OF WATER AND SANITARY SEWER SERVICE
CONNECTIONS AT THE BUILDING.
8. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE SITE UTILITY LINES AND THE
PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL BE MADE BY THE SITE UTILITY CONTRACTOR.
9. PIPE LENGTHS SHOWN ON PLAN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPES AND
INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY
OF PIPE REQUIRED.
10. IF WATER LINE CROSSES OVER SANITARY SEWER WITH LESS THAN 18 INCHES VERTICAL CLEARANCE
BOTH PIPES SHALL BE DUCTILE IRON 10' EACH SIDE. IF WATER CROSSES UNDER THE SEWER
REGARDLESS OF CLEARANCE, BOTH PIPES SHALL BE DUCTILE IRON 10' EACH SIDE. IF WATER LINE RUNS
PARALLEL TO SEWER LINE WITH LESS THAN 18" VERTICAL CLEARANCE AND LESS THAN 10, SIDE
CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON.
11. IF REQUIRED BY NUMBER 10 ABOVE, REPLACE EXISTING SEWER WITH DUCTILE IRON PIPE, CLASS 350
WORKING PRESSURE WITH GASKETED JOINTS, 10' EACH SIDE OF WATER MAIN.
12. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT.
CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE
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13. EACH REQUIRED BPA IS REQUIRED TO BE TESTED BY A CITY OF CONCORD APPROVED CERTIFIED - \ \ 1 DEED SK. 7.383, PG. 96 \ ,So, I � \ V,
TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. \ _ \ \ \ \ \ P/N #5544833637 \ \
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527 / � \ \ • \ `� 1 ` — —xisr — I — ' / EXIS YARD INLET
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W�^o / IN 484
45 ° BEND TYP. \ f \ / + PROVIDE (2) 6" SCHEDULE 40 PVC \ / l OUT 4 4. 0\ \N �x \
1 \ + CONDUITS WITH PULL WIRE FOR FUTURE / O / \ ss /� / l /x
f r +\ LIGHTING (TYP.) - TOP OF CONDUIT SHALL
/ / k \ \ I \\ \ \� 1 I / / / / �50 + BE 36" MINIMUM FROM FINISH GRADE h0 h0 \ \ \ l \ \ \\\� _ 1� " UQ ■�■ O�
VO
\ \ , / I \ I 4LTERNAT�E\ 1 C/ SHELTER ) c \\ / / / \ \ \ to / / i o� ■ ■ ■ k EX
45 ° BEND TYP. WATERS INE PVC \ / / i \ \ \ \o a / 1 ,� ■■■
/ N / PROPOSED 8" PVC \ I ) r ' / I / / \\+ PROPOSED 8" X 8" X 2" TEE / I \ \ / RIM 498.01 4 / yo
\ i /485.61
� /l � 524.7 \! / / / 1 WATER LINE \ I � I/ C / B' � 1 �o� h0� C 5.505 +�+\ �,� � o � o / .q•g9 � _ a\lP\�\ otiF�
/ PROPOSED 2" GATE VALVE — —498_ / / \
6' / j j / / /� / h� / / / I I l iO / / r h PROPOSED 8" GATE VALVE WITH
8"X4" REDUCER WITH THREADED CAP. _ "UGE X G
/ FIRE HYDRANT WITH
�1)10 48" / / / / / / / l / / / J / i R / / O t .. C501 8" GATE VALVE
/ / / /i / \ r' / h D 2 PVC o o / /
.45 /j' O WATER LINE
PROVIDE (2) 6" SCHEDULE 40 PVC / / / ,� / / / o
CONDUITS WITH PULL WIRE FOR FUTURE C>
42 j / / PS / / / / / / / / LIGHTING (TYP.) - TOP OF CONDUIT SHALL /1 / / I —�_ Lo / �� „l
BE 36" MINIMUM FROM FINISH GRADE If J / r / / / �- ✓ y\I , Est;4d- Y
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EXISTING 8" PVC
WATER LINEi-
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EXIST , i / / / -� / / / ( l I / / / f vet l / / / 800 I J k
UNDERGROUND � / / i PROPOSED 8" PVC ® 519.4 / / / I i / / l / O / ®� / C/o
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��� TC ` ♦ 45 °BEND TYP.' TC� '
ELECT. VAULT \ -UGE / / WATER LINE / / ( I / O�
_ _ _ _ _ — / i / k �' / �j� / I I / / ALTERNATE #2
—UGE _UGE UGE— /' I / PROPOSED �\ ) / k -1 ST►N
POINT OF CONNECTION / / / / / / / / ~ / G / / / / / / / I I I/ 1 I // RESTROOM
FOR NEW WATER LINE i / / / / / ( / F.F.E.-S07.00 ,
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w - i �' / / / / / / / $� / i / / 1 r l \ J PROPOSED LOCATION OF WATER ® �• %\O C/o
/ / / / 5 J/ / CONNECTION TO RESTROOM - SEE ARCH \- PROPOSED 2 X 2 X 3/4" TEE 5 h ) \ LEGEND
EXISTING 8" VALVE _ _, / / / / / / / 1 DRAWINGS FOR MORE INFORMATION CO
EXISTINGFIRE 'r 519 / / / / - / /� J / / / / / \ / / \ ( ��� �0\ EXISTING SIGN - - - - - - EXISTING CURB AND GUTTER
— / / / �/ / / PROPOSED LOCATION OF SANITARY v PROPOSED 3/4" / �r /Q /
HYDRANT — — — — / / / J / / / SEWER CONNECTION TO RESTROOM - SEE 6 ISOLATION VALVE \ n �� / EIP EXISTING IRON PIN PROPOSED CURB AND GUTTER
EXIST. k — — — / �' i f / l \ /
UNDERGROUND — — ' ' / / / / '� / ARCH DRAWINGS FOR MORE INFORMATION \P _ / /
J - / k _ - - - - / h / / i WASTE LINE FOR i G �, l / /77 / / / / x EXISTING LIGHT POLE PROPERTY LINE
J / /
ELECT. VAULT /, / l / / / J / / 3/4" PVC WATER LINE / ` FOUNTAIN -SEE \ / C�5 Q ,'� ��, PROPOSED LIGHT POLE—x—x—x— EXISTING FENCE
1 J/ \ TO WATER FOUNTAIN b-12 DETAIL FOR SIZE o % Q�0 O�0' /'� \ l7
YR5 \ / '� \ / �/ EXISTING UTILITY POLE
0 �4f '�� �/ / ( UGE EXISTING UNDERGROUND ELECTRIC LINE
4" PVC SANITARY / PROPOSED �, /
° r \ i / 0 / / R/W RIGHT-OF-WAY
SEWER LINE @1.08 /° / e a PLAYG�QUND \ / 9 �0 ; / / ^ OH/U EXISTING OVERHEAD ELECTRIC LINE
/ 0 l `\ h� \ r 1 �'� 0�' / EXISTING FIRE HYDRANT T EXISTING UNDERGROUND TELEPHONE LINE
CLEANOUT TYP. C501 `NCO 2 YR5 I \ / ��P / / / °'� t' tFH PROPOSED FIRE HYDRANT SS
\ EXISTING SANITARY SEWER LINE
k 515.5 _ - _ / / J r / / / / // �\' N 1' 1� / -6 PROPOSED FIRE DEPT. CONNECTION
/ SS— PROPOSED SANITARY SEWER LINE
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514 �[ �.L /_ / / / / h0� ��h��� ��>I` I 0V EXISTING WATER VALVE
/ �( / / / C / ���/ ^ / W EXISTING WATER LINE
/� / / 0 �/ �✓ ^,,�5 N PROPOSED WATER VALVE
W PROPOSED WATER LINE
/ / / / / G� �` C ) �) N PROPOSED CHECK VALVE
/ CO 3 _� DW PROPOSED DOMESTIC WATER LINE
1 / / / / / ` /
\ / / 1 / / - '�� ® PROPOSED POST INDICATOR VALVE
� �' 1 " / / � F PROPOSED FIRE LINE
CONNECT TO EXISTING SANITARY
_ � ' / \ _ J EXISTING 9 HOLE DISC / �� SEWER MANHOLE -SEAL CONNECTION / /) Wm EXISTING WATER METER
- XXX - EXISTING CONTOUR LINE
/ - -0I �' / J / / GOLF COURSE ,f Ih l WITH WATER TIGHT BOOT / /
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- - - - - - �\■BFP PROPOSED WATER METER XXX PROPOSED CONTOUR LINE
/ / ^ - - l / / /( / / / / v / /� / y�/ 0� PROPOSED BACKFLOW PREVENTER EXISTING STORM DRAINAGE PIPE
/ / / // / / / / / / / I/ \ / / / /� / �0�° ;'V4 \ EXISTING SEWER MANHOLE PROPOSED STORM DRAINAGE PIPE
�0` SSMH I PROPOSED SEWER MANHOLE G EXISTING GAS LINE
o ° EXISTING CLEANOUT G PROPOSED GAS LINE
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oco PROPOSED CLEANOUT MH 1 EXISTING STORM MANHOLE
EXISTING DRAINAGE STRUCTURE PROPOSED STORM MANHOLE
Dill E EXISTING EASEMENT
• ■ PROPOSED DRAINAGE STRUCTURE
®GV EXISTING GAS VALVE
zGM EXISTING GAS METER
NORTH
Know what's below.
Call before you dig. 30 0 15 30 60
SCALE: 1 "=30'
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Seals:
PIRELMNAIR Y
NOT FOR
Corp. NC License: F-1320
Project No: 17000188
Date: 03.07.22
Revisions:
Sheet Title:
Utility Plan
Sheet No:
C400