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NOT FOR CONSTRUCTION 300 Pearl Street, Suite 130 Buffalo, NY 14202 VALVE BOX COVER SHALL 716-551-6281 BE LABELED "WATER" FINISHED GRADE labellapc.com ROW CURB STOP TRACER WIRE RAN UP OUTSIDE OF BOX, AS REQUIRED THREE PIECE CAST IRON VALVE BOX APPROVED BACKFILL EXP: EXP: MATERIAL TAP VALVE (FLxMJ) FUTURE CURB BOX CERTIFICATE OF AUTHORIZATION NUMBER: 5'-0" MIN. TAPPING SLEEVE PROFESSIONAL ENGINEERING: 0021272 APPROVED BEDDING LAND SURVEYING: 0021271 GEOLOGICAL: 0021659 MATERIAL FUTURE CONNECTION TO SOLID CONCRETE EXISTING SERVICE WITH BLOCKS (TYP.) CURB STOP SUPPORTED It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 BY A SOLID CONCRETE Sec. 7307, for any person, unless acting under the direction of a licensed BLOCK (4"x8"x8") architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. 3 4", 1", OR 2" TYPE 'K' COPPER TUBING © 2024 2026 LaBella Associates CORPORATION STOP UNDISTURBED EARTH WATERMAIN NEW WATERMAIN SOLID CONCRETE BLOCK (4"x8"x16") WITH SOLID CONCRETE BLOCK HARDWOOD SHIMS (4"x8"x16") WITH HARDWOOD SHIMS HOME LEASING NOTES: 75 S CLINTON AVE SUITE 700, ROCHESTER, NEW YORK 14604 1. VALVE SHALL NOT SUPPORT VALVE BOX. NOTES: 2. TAP VALVE SHALL BE INSTALLED LEVEL AND VERTICALLY PLUMB. 1. AFTER COMPLETION OF TESTING, THE SAMPLE POINT SHALL BE UTILIZED FOR A SERVICE CONNECTION. IF UNABLE TO UTILIZE FOR A SERVICE REPLACE THE CORPORATION STOP IN PIPE WITH A THREADED BRASS PLUG. 3. VALVE BOX SHALL BE PLUMB TO GRADE, WITH OPERATING NUT CENTERED IN BOX. 5 TEMPORARY BLOW-OFF / SAMPLE POINT 4 TAPPING SLEEVE AND VALVE C506 ECWA STANDARD DETAIL C506 ECWA STANDARD DETAIL B B B TRENCH UNDER OR WITHIN 5'-0" OF ASPHALT OR CONCRETE PAVEMENT, TRENCH UNDER OTHER AREA DRIVEWAY, SIDEWALK OR PARKING LOT TRENCH UNDER OR WITHIN 5'-0" OF ASPHALT OR CONCRETE PAVEMENT, PAYMENT LIMIT A A A TRENCH UNDER OTHER AREA DRIVEWAY, SIDEWALK OR PARKING LOT FOR ASPHALT AND CONCRETE 1'-0" RESTORATION TYP. WEST SENECA APARTMENTS A A A PAYMENT LIMIT FOR EXISTING GRADE ROCK EXCAVATION INITIAL SAW CUT 2544 CLINTON ST, AND SELECT FILL 1'-0" PLAN PLAN PLAN WEST SENECA, NY 14224 FINAL SAW CUT SOLID CONCRETE SOLID CONCRETE SOLID CONCRETE EXISTING GRADE EXISTING PAVEMENT BLOCK (TYP.) BLOCK (TYP.) BLOCK (TYP.) C C C 4'-0" MIN. COVER (PIPE ≥16") 5'-0" MIN. COVER (PIPE <16") C C C 1'-6" CLEARANCE BETWEEN EXISTING SUITABLE EXCAVATED UTILITY AND TOP OF WATERMAIN / CASING BACKFILL (PROPERLY \\cash.lab\P\GLOBAL\Projects\Home Leasing Services\2241067 - Affordable Housing West Seneca\06_Drawings\Civil\C500 CONSTRUCTION DETAILS.dwg (INCREASE TO 3'-0" WHEN CROSSING STORM SELECT BACKFILL COMPACTED) DETECTABLE TAPE IN TRENCH 1'-6" PROFILE PROFILE PROFILE SEWERS >36") (COMPACTED IN 6" LIFTS) BELOW GRADE (CONNECTED TO 1'-0" (PIPE <16") VALVE BOXES) NO: DATE: DESCRIPTION: DEAD END HORIZONTAL BEND TEE PIPE BEDDING 2'-0" (PIPE ≥16") Revisions TYP. SELECT BACKFILL (COMPACTED IN 6" LIFTS) 6" PROJECT NUMBER: 2241067 H 6" TRACER WIRE (NON-METALLIC PIPE), TAPED AT 5'-0" INCREMENTS TO THE CROWN OF DRAWN BY: EMM / SCB 6" PIPE (CONNECTED TO VALVE BOXES) WATERMAIN REVIEWED BY: PLAN SRV / DPB EPOXY COATED #5 PIPE BEDDING 6" ISSUED FOR: REBAR (TYP.) UNDISTURBED EARTH OR ROCK TRENCH BOTTOM SITE PLAN APPROVAL WATERMAIN DATE: 4/20/2026 D UNDISTURBED EARTH OR 12" ROCK TRENCH BOTTOM DRAWING NAME: W NOTES: 2" RIGID INSULATION BOARD, PLACED ON TOP AND EACH SIDE PROFILE 1. ALL EXISTING UTILITIES MUST BE SUPPORTED WITH APPROPRIATE CHAINS / STRAPS DURING CONSTRUCTION OF THE NEW WATERMAIN. CONTRACTOR IS REQUIRED TO COORDINATE WITH THE OWNER FOR THEIR PREFERRED SUPPORT REQUIREMENTS. 2' VERTICAL BEND 2. WHEN CROSSING A SEWER LINE WITH NEW WATERMAIN (AND WITHOUT A CASING PIPE), ONE FULL LENGTH (18'-0" MIN.) SHALL BE USED AT CONSTRUCTION DETAILS W THE POINT OF CROSSING. THE WATERMAIN SHALL BE PLACED SO THAT BOTH JOINT ENDS ARE AS FAR AS POSSIBLE FROM THE EXISTING NOTE: SEWER. FROST PROTECTION TRENCH (COVER <4'-0") FULL CONCRETE THRUST BLOCKS AS SHOWN ARE REQUIRED WHEN THRUST 3. IF CASING PIPE IS USED, IT SHALL EXTEND 5'-0" BEYOND THE EXISTING PIPE OUTER EDGE IN EACH DIRECTION, AND NO WATERMAIN JOINTS ECWA APPROVAL REQUIRED RESTRAINT IS NOT PROVIDED BY OTHER MEANS SUCH AS MJ RESTRAINTS *LENGTHS SHOWN ARE MINIMUM REQUIREMENTS OR FITTINGS SHALL BE LOCATED WITHIN 4'-0" FROM THE CASING PIPE EDGE. DRAWING NUMBER: 3 THRUST BLOCKS 2 PIPE CROSSING DETAIL 1 TYPICAL TRENCH DETAIL 4/20/2026 1:17:25 PM C506 ECWA STANDARD DETAIL C506 ECWA STANDARD DETAIL C506 ECWA STANDARD DETAIL C506 Page 37 of 1174