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QUINCY LANE SUBDIVISION 6 OF 7 - ►� 10'-0" O.C. MAX. STORtvIV`IIIIIIIIIATER OLLUT I O N PREVENTION p 3G' FENCE POST DRIVEN MINIMUM 16' INTO GROUND 5LT STOP EMBED N GROUND GONS'TRUGTION SEQUEN0I1146 S.W.P.P.P. RE01JIREMENTS : •�. 1. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INSTALL i. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN THE SEDIMENT CONTROL FENCNG AND MAY BAY DAMS AROUND THE PERIMETER THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS Of 10' min. 40° min. OF THE CONSTRUCTION SITE AT THE EDGE OF EX15TNG NATIVE VEGETATION AND THE SWPPP AND REQUIREMENTS Of THE NYS DEC 5POES GENERAL PERMIT FOR AS INDICATED ON THE PLANS AND DETAILS. 5TORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. SOIL 2. THE CONTRACTOR SMALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS 2. THE CONTRACTOR 15 RESPON55LE TO COMPLY WITH THE TERMS BAGKFILL 6' min. CRUSHED STONE OVER AS DETAILED N THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCE. OF THE NYS DEC 5PDES GENERAL PERMIT FOR STORMWATER DISCHARGES COMPACTED SMGRADE AND FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. COPES OF THE GENERAL PERMIT 03 FILTER FABRIC 3. TEMPORARY STORMWATER DETENTION BASINS ARE TO BE CONSTRUCTED N THE ARE AVAILABLE BY CALLING DEC (518) 402-8109. PERSPECTIVE LOW POINTS OF THE PROPOSED SUBDIVISION ROAD. THESE BASINS SHALL BE LOCATED :oo, oO, ? b .: oo'' , d. .q • ALONG THE PROPOSED ROAD, BUT NOT WITHIN THE AREA OF THE PROPOSED PAVEMENT. 3. A NOTICE OF INTENT CNOD MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. ° Cb ,: ; .o THEY SMALL COLLECT STORMWATER RUNOFF FROM ALL AREAS OF PROP05ED ROAD AND 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS SP-1 TO SP-G AND THE o :• o':'•.' .� . UTILITY CONSTRUCTION. BASINS SHALL HAVE A MINNUM VOLUME OF 1.800 CUBIC FEET FOR 0 0&1 STORMWATER MANAGEMENT REPORT. d? O v' -' " :'• O .�p.' O_, '• EACH ACRE OF TRIBUTARY AREA. BASINS SHALL ALLOW COLLECTED WATER TO FILTER 3G' FENCE POST. 10' o° MAX O ° INTO THE EXISTING SANDY SOIL. If NECE55ARY CLEAN SEDIMENT OUT OF BASINS TO 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE u �' .,0% EXISTING MAINTAIN THEIR INFILTRATIVE CAPABILITY. ENGINEER CONDUCT AN ASSE56MENT OF THE 51TE AND CERTIFY IN AN INSPECTION DRIVEN 16' hRJ INTO GROUND °` °'-• r' GROUND REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY N °� •, Q°: °° mo' "O T• INSTALLED. FOLLOWING COMMENCEMENT Of CONSTRUCTION. THE ENGINEER SHALL MAKE O : . . ... ... R . cy u -+ • •• • 4. CONSTRUCTION Of THE SUDIVI510N NFRASTRUGTURE GAIN THEN PROCEED INCLUDING, WEEKLY SITE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT 5LT STOP FABRIC o • o• ; OF 0.5 INCHES OR GREATER AND SMALL PREPARE A REPORT AS REQUIRED BY THE GP-02-01. FLOW EMBED G' MIN N BROUND �b • . �? GRACING AND PLACEMENT Of FILL. INSTALLATION S TION OF ALL UNDERGROUND CONS. INSTALLATION OF STORM DRYWELLS AND STORM SEWERS. AND ROADWAY CONSTRUCTION. G. THE CONTRACTOR SHALL MAINTAIN A RECORD Of ALL INSPECTION REPORTS N A SITE LOG i UNDISTURBED GROUND 5. FOLLOWING COMPLETION OF THE STORM DRYWELLS. THE CONTRACTOR SMALL INSTALL BOOK. MAINTAINED ON 54TE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. EA CONSTRUCTION SPECIFICATIONS MAY BALE DAMS AND COVER THE DRYWELL HXT5 TO PREVENT STORMWATER AND SILTATION " e :°I �; i. STONE SIZE - USE NO. 2 STONE OR RUBBLE FROM ENTERING THE DRYWELLS UNTIL THE ROAD PAVEMENT IS COMPLETE AND ROADSIDE AREAS 5. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM A FINAL 11 _ C 2. LENGTH A5 REQUIRED BUT NOT LESS THAN 50'. HAVE BEEN TOP50LED. SEEDED AND GRA55 15 ESTABU5MED. INSPECTION M CERTIFY THAT THE SITE IME UNDERGONE FINAL STABILIZATION AND - : -s ( 3. THICKNE55i NOT LESS THAN 6". THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. -" '� -"'-" '- 4. WIDTHTHICK 10' MNMUM, BUT NOT LESS THAT THE FULL WIDTH UPON CERTFICATION OF COMPLETION A NOTICE OF TERMINATION CNOT) SMALL BE -w's� AT POINTS WHERE INGRESS OR EGRESS OCCURS., G. FOLLOWING COMPLETION ALL PLANTING AND THE ESTABLISHMENT OF ALL GRA55 FLED WITH NYS DEC. -u h_�_ 5. FILTER FABRIC WILL BE PLACED OVER THE CC RE AREA PRIOR AREAS, REMOVE ANY COLLECTED SEDIMENT. REMOVE MAY BALE DAMS AND THE SEDIMENT ��O 'z- SEDIMENT CONTROL FENCE TO PLACING STONE. CONTROL FENCING, REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE ", NOT TO SCALE 7G.. SURFACEMAJNTENA WATER; TIME EXISTING SURFBE CERUNOFF MAINTAINED IN A F STO IONW WHICH WILL Of ALL WASTE MATERIAL IN A LEGAL MANNER. ���/'-NIIH PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS Site Areas E SWALE TOONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED. WASHED OR DEPOSITED STABILIZATION BUILDING AREA, IG.Q32 Sf ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES A5 LIMITS OF PAVEMENTi3 83,138 sf 1.9 ACRES B. WASHING, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE 50ON AS PRACTICABLE N PORTIONS OF THE 51TE WHERE TOTAL AREA OF DI5'TURBANGE= 158.233 sf 3.G ACRES ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED. IT SMALL BE DONE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT ON AN AREA OF STABILIZED STONE AND Mrh DRAINS INTO AN APPROVED SEDIMENT N NO CASE MORE THAN 14 DAYS. TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SMALL BE ❑ ❑ PROVIDED AFTER EACH RAN. 2. STABILIZATION Of GRA55 AREAS INCLUDES MYR05EEDNG USING TACKIFIER ON SLOPES OVER 5,1 OR SEEDING AND INSTALLING CONST XTION ROAD ENTRANCE A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. GERTIPICATION STATEMENT PLAN NOT TO SCALE TO BE SIGNED BY CONTRACTOR PERFORMING THE SITE CONSTRUCTION I CERTIFY UNDER PENALITY OF LAW THAT IU14MRSTAND AND AGREE TO MAINTENANCE COMPLY WITH THE TERMIS AND CONDITIONS OF THE SWPPP FOR THE CONSTRUCTION SITE IDENTIFIED IN SUCH SWPPP AS A CONDITION OF SCALE 3 `t 1. SEDIMENT SMALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY AUTHORIZATION TO DISC.MARGE STORMWATER. I ALSO UNDERSTAND THAT w� ;€ HAS BEEN REDUCED BY 50%. THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS Of b €� THE N.Y.S. POLLUTANT 05CHARGE ELMNATION SYSTEM (SPDES) 2. ALL EROSION AND 5011ENT CONTROL DEVICES SMALL BE INSPECTED WITHIN 24 GENERAL PERMIT FOR 5TORMWATER DISCHARGES FROM CONSTRUCTION , (2) 2'x2'x3' STAKES HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED A5 REQUIRED TO BE ACTIVITIES AND THAT IT 15 UNLAWFUL FOR ANY PERSON TO CAUSE OR R, b OVERLAP ENDS LACK BALE GOOD WORKABLE CONDITION. CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. q BALED MAY OR STRAW 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION Of THE SITE ON A DALY BASIS NAME FINISHED GRADE TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. 4. ANY STOCKPILES OF FILL, TOPSOIL EXCAVATED MATERIAL SHALL BE COVERED OR TITLE I CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. 54GNATURE DATE cc SECTION NEW HYDRANT ASSEMBLY 0 Cv O CV PER QUEEN50LRY WATER a TTryryDEE�PARTMENT STANDARD AND- .STANDARDS FOR WATERWORKS Z w N HAY BALE DAM - CHANNEL FLOW ;4t � � a � NOT TO SCALE 6„ Z C ra Bc FINISH GRADE EXIST. CftOUVD Pq z rn z VALVE BOX V 9 u ADJUSTABLE o� VALVE BOX y M d FHShlO C4uD[ $2 GRUSM, STONE Acc[ss Ftuc � HYDRANT DRIP �1 r 1• N cuss AREAS PLUG WHERE SEASONAL 6' N.J. GATE YALYE-AIRS GATE VALVE WITH FLU511 VAIN FAVEPII7T HIGH GROUNDWATER 15 5'-6' MIN. COVER-� L1'i w •'y�'titi;:,t�¢�" ,.. '<5.iri'i . .Z,• .: SHALLOWER THAN 7 ff. NON-RISING STEM W HOLESM5 WITH D GGE WEEP HOLES SHALL BE TAGGED TOP CASTNO WITH A BRASS TAG HADATNG "WEEP MOLE 15 PLUGGED" H a 0 ° coRFORATwN ator suvlcc sox .?•'';�^+� . _:• O C'3 a° Z a `m STOP ? BORING NOTES (for water main - County Road crossing W wATCR "f .'; 1. IF THE BOTTOM OF THE FRONT FACE Of JACKING OR RECEIVING PITS ARE TO BE WITHIN A w A ro rrou a ALL SERVICES SHALL BE METERED o o %0 go id SLOPE OF A LINE 5 FEET BEHIND THE EDGE OF PAVEMENT THE CONTRACTOR SHALL INSTALL � w dq N ACCORDANCE WITH QUEENSBURY ;,f WATER DEPARTMENT STANDARDS %'� F' SHEETING TO PROTECT THE EXISTING ROAD AND SMALL SUBMIT DETAILS OF THE PROPOSED �+ 1 >° METHOD OF SHEETING AND BRACING THE PIT. DETAILS SHALL BE PREPARED BY A LICENSED ENGINEER. Z; to m wAreR MAN rrF[x coMFeR Tuene NOTE, VALVE BOX 15 NOT TO REST ON 2. ALL WORK SMALL CONFORM TO THE REQUIREMENTS OF THE WARREN COUNTY DEPARTMENT ai4• FOR s[Rore less tIMN oR [DUAL ro wo SCLV OM CLOCK M J. ANCHORING COUPLING VALVE OR P LINE. OF PUBLIC WORKS. A UTILITY WORK PERMIT SHALL BE OBTAINED FROM WARREN COUNTY PRIOR 1' FOR S[RYICE OY[R 10°• OR 01 FOOT PEG[ M.J. ANC 10RHG PPE AS MCwNm TO COMMENCNG ANY WORK WITHIN THE COUNTY RIGHT-OF-WAY. 3. MAINTENANCE AND PROTECTION OF TRAFFIC SMALL. BE N ACCORDANCE WITH THE NEW YORK STATE DOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES CMUTCD) AND WITH THE REQUIREMENTS CURB STOP WITH BOX TYPICAL HYDRANT INSTALLATION VALVE INSTALLATION DETAIL OF THE WARREN COUNTY DEPARTMENT OF PUBLIC WORKS. NOT TO SCALE NOT TO SCALE N07 TO SCALE 4. THE BORING AND RECEIVING PITS SMALL BE ADEQUATELY SIZED TO ALLOW FOR THE INSTALLATION OF JACKING AND BORING EQUIPMENT AND ALLOW ADEQUATE WORKING ROOM. O 5. THE CONTRACTOR SMALL MAKE TEST EXCAVATIONC53 TO CONFIRM THE LOCATION AND DEPTH OF THE EXISTING WATER MAN AND OTHER UTILITIES AND TO DETERMINE EX15TNG SOIL CONDITIONS. F�1 G. CASING SHALL CONFORM TO ASTM A252 GRADE A3G. MIN WALL THICKNESS 0.25 INCHES. HORIZONTAL FITTINGS it 7. CASING SHAH BE INSTALLED BY THE BORING AND JACKING METHOD. � z � BEARING AREA (S0. FT.) NOTE 8. EXCAVATION. CA51NG AND CARRIER PIPE INSTALL ION SMALL BE CONTINUOUS AND WITHOUT INTERRUPTION. 0-I W 9. ALL EXCAVATIONS SMALL BE PROTECTED WITH A 4 FOOT HIGH SAFETY FENCE. ANY EXCAVATIONS ^ 9 ALL WATER MAIN INSTALLATION TO BE IN CONFORM IN WHICH MUST BE LEFT OPEN OVERNIGHT SHALL BE BARRICADED ACCORDANCE WITH MUGTD AND PIPE OTHER NY5DOT STANDARDS. py TEES, PLUGS, WITH THE DESIGN .M CONSTRUCTION STANDARDS OF THE (INCHSIZES) SMALLLER 90' BEND CAPS AND TOWN OF QUEEN55URY WATER DEPARTMENT. CONTACT THE 10. FILL ANNULAR SPACE AROUND CARRIER PPE. IF GREATER THAN 6 INCHES. WITH PEA STONE. SAND OR GROUT. Cf HYDRANTS WATER DEPARTMENT PRIOR TO COMMENCING ANY CONSTRUCTION OF WATER UTILITIES. il. ENDS OF CASING SHALL BE BULKHEADED WITH BRICK AND MORTAR OF APPROVED EQUAL AND O$` 3 5.5 4 FURNISHED WITH WEEP HOLES AT THE LOWER END, OR BOTH ENDS If INSTALLED INSTALLED LEVEL. � SLAAN�ER 12. NO STORAGE OF MATERIALS OR EOLWr-ZNT 15 ALLOWED ON THE EXISTING ROAD PAVEMENT OR SHOULDERS. t F1 P F�1 PIPE LEAKAGE TESTING •F DISINFECTING 13. THE JACKING AND RECEIVING FITS SHALL BE BACKFLLED WITH SELECT GRANULAR FILL MATERIAL TO 1 FOOT p GRADE AT UNPAVED OVER THE TOP OF PPE. THE REMAINDER OF THE SACKFLL SMALL BE SUITABLE EXCAVATED MATERIAL. r^I t E--4 QIj AREAS RESTORE TURF Fi'I L WATER MANS SHALL BE WATER TESTED IN ACCORDANCE WITH AWWA C6OO 14. EXCAVATIONS THAT DISTURB SURFACE MATERIALS AND SUBBASES ADJACENT TO EXISTING ROADBED SHALL NOTES. -93-5E0TION 4. AT 1.5 TIMES DE51GN WORKING PRE55URE FOR A MINIMum PERIOD BE REPLACED WITH LIKE MATERIALS OF THE SAME THICKNESS. W W THIS SCHEDULE 15 BASED ON 200 P51G OF 4 HOURS. LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA C600- INTERNAL PRE55LRE AND A SOIL WATER MAN SMALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH NEW YORK STATE DOH STANDARDS AND AWWA CG51-92 PRIOR BEARING CAPACITY OF 2000 P5F r - TO PRESSURE TESTING. THE TABLET METHOD OF DISINFECTION CONCRETE SMALL CONFORM TO THE GONTANTED IN AWWA-C-G51 MUST NOT BE USED. - I V co REQUIREMENTS OF SECTION 500 OF O ANDNYSDSMALLOT T BNDARD E CLA55 gGIFICAT10N5. I l EXIST. GROUND CONCRETE W MECHANICAL MACHINE BACKFLL W/NATIVE MATERIAL 'j✓\•y� .:. .,. ,�,r,;/,•'.,1'I`.a' _ �i•l JOINT CAP �\ � � EXCAVATE TREMIC i WIDTH GOMPACT i , '*Y g \ TOO PPEMINIMUM US 2 EQUAL. C4 IN 1 MAX. 5QE) ADJUSTABLE / CARRIER PIPE BELL O !. . ,, ,`• ' , \t VALVE BOX / Q U PTROOg5z MODIFIED STEEL CASING PIPE \\ TOR VARIES CONCRETE C4'' MAX.) M.J. GATE VALVE I CARRIER PIPE BARREL STEEL STRAPPING Dole.APRL.15, 2003 /•�,��f// ,,/�- SELECT GRANULAR MATERIAL C1007. / BEARING AREA �:.`. '•?,\ ,` j> PASSING 20 TO 15' ABOVE PPE. ReVkIOTIY ON UN075TURBED - BEARING _ © HAND BACKFLL. 6' LIFT. AREA BEARING /.'�l - J \ i 8 3 03 BJQR. FAY, AREA CONCRETE PPE BEDDNG G' DEPTH. PRESSURE TREATED WOOD BLOCKING 2 8/10/03 BOARD COMMENTS BEND DEAD END TEE CRUSHED STONE CIO 1-1/2')SAND. GRAVEL OR LASTING MAN STRAPPED TO CARRIER PIPE WITH MIN. 3 8/4/03 NYSDOH COA�tTB 1. AT CONCRETE WALKS AND CLRB$. 5AWCUT TWO SETS PER PIPE LENGTH. EDGES AND REPLACE TO MATCH EXISTING. NEW TAPPING SLEEVE TYPICAL THRUST BLOCK DETAILS CONNECTION TO EXISTING WATER MAIN ROAD BORING - CARRIER PIPE INSTALLATION PIPE EXCAVATION -F- BAGKFILL DETAIL NOT TO SCALE scale AS NOTED NOT TO SCALE NOT TO SCALE NOT TO SCALE t : pi __-. 1i i' =1% = I= STATE DEPART*M OF z=TB SURVEY JOB NO. 02333 �u CJL�'-I Y R, Y. GLENS FALLS DISTRICT CAFYI_ Pi, CL++Ri(,CLER`i 03 0C•I toter to first sheet for approved date and el pe al^ Sheet 6 of 7 ENGR. DWG. NO. 4G176-6 - SURVEY DWG. NO.DG19 315-1-10