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UTILITY PLAN LEGEND
—o_ Sr Sr STORM SEWER, MANHOLE
- — — — — — — — — — — - SUBSURFACE DRAIN (SSD)
—@— RO RD ROOF DRAIN, CLEANOUT
—� ►_ W WATER LINE, METER, VALVE
SS SS SANITARY SEWER, MANHOLE
SS SS SANITARY LATERAL, CLEAN OUT
EASEMENT LINE
E OVERHEAD ELECTRIC, POLE
00 BEC BURIED ELECTRIC MANHOLE
N OLE
CTV cTV OVERHEAD CABLE TELEVISION
BCTV BCTV BURIED CABLE TELEVISION
X04 — c GAS LINE, METER, VALVE
T T OVERHEAD TELEPHONE LINE
BTC BTC BURIED TELEPHONE LINE
UTILITY PLAN NOES:
1. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND
INSIDE OF THE PROPOSED STRUCTURE.
2. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY
ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL
CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION.
5. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE
STANDARDS" AND LOCAL CODES.
6. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 54 INCHES OF COVER TO
PROVIDE PROTECTION FROM FREEZING.
7. ALL SUB — SURFACE DRAIN (SSD) SHALL BE 6" PERFORATED DUAL WALL HDPE UNLESS NOTED
OTHERWISE.
8. REFER TO SHEET C502 FOR BACKFILL REQUIREMENTS FOR ALL UTILITIES.
9. REFER TO SHEET C502 FOR STORM SEWER DETAILS.
10. REFER TO SHEET C502 FOR ALL OTHER UTILITY DETAILS.
11. SEE STRUCTURE DATA TABLE DETAIL ON SHEET C702 FOR STRUCTURE AND CASTING TYPE AND SIZE.
12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR
REDESIGN MAY OCCUR.
KEYNOTE LEGEND
OREROUTE 8" WATERLINE AROUND AND UNDER STORM SEWER. PROVIDE 24" MINIMUM SEPARATION
BETWEEN STORM AND WATERLINE.
/ OCONTRACTOR TO VERIFY LOCATION AND COVER OVER BURIED ELECTRIC. LOWER LINE IF IN CONFLICT
WITH STORM CROSSING.
/ O ENCASE SANITARY SEWER IN CONCRETE WITHIN 5 FEET, EACH SIDE OF CROSSING CENTERLINE.
MINIMUM 18" SEPARATION (VERTICAL) BETWEEN PIPE AS MEASURED FROM OUTSIDE
/ O PIPES.
o I O5 PROTECT EXISTING BURIED UTILITY
a
OLIGHT POLE. REFER TO SITE LIGHTING LAYOUT.
PROPOSED
VEGETATIVE SWALE in O7 DEPENDING ON COVER LOWER AND RELOCATE BURIED UTILITY (COORDINATE WITH UTILITY COMPANY)
2ND WATER U TTY BM
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12.5 37.5 75
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UTILITY PLAN NOES:
1. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND
INSIDE OF THE PROPOSED STRUCTURE.
2. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY
ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL
CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION.
5. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE
STANDARDS" AND LOCAL CODES.
6. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 54 INCHES OF COVER TO
PROVIDE PROTECTION FROM FREEZING.
7. ALL SUB — SURFACE DRAIN (SSD) SHALL BE 6" PERFORATED DUAL WALL HDPE UNLESS NOTED
OTHERWISE.
8. REFER TO SHEET C502 FOR BACKFILL REQUIREMENTS FOR ALL UTILITIES.
9. REFER TO SHEET C502 FOR STORM SEWER DETAILS.
10. REFER TO SHEET C502 FOR ALL OTHER UTILITY DETAILS.
11. SEE STRUCTURE DATA TABLE DETAIL ON SHEET C702 FOR STRUCTURE AND CASTING TYPE AND SIZE.
12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR
REDESIGN MAY OCCUR.
KEYNOTE LEGEND
OREROUTE 8" WATERLINE AROUND AND UNDER STORM SEWER. PROVIDE 24" MINIMUM SEPARATION
BETWEEN STORM AND WATERLINE.
/ OCONTRACTOR TO VERIFY LOCATION AND COVER OVER BURIED ELECTRIC. LOWER LINE IF IN CONFLICT
WITH STORM CROSSING.
/ O ENCASE SANITARY SEWER IN CONCRETE WITHIN 5 FEET, EACH SIDE OF CROSSING CENTERLINE.
MINIMUM 18" SEPARATION (VERTICAL) BETWEEN PIPE AS MEASURED FROM OUTSIDE
/ O PIPES.
o I O5 PROTECT EXISTING BURIED UTILITY
a
OLIGHT POLE. REFER TO SITE LIGHTING LAYOUT.
PROPOSED
VEGETATIVE SWALE in O7 DEPENDING ON COVER LOWER AND RELOCATE BURIED UTILITY (COORDINATE WITH UTILITY COMPANY)
2ND WATER U TTY BM
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SCALE: 1"=50'
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