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HomeMy WebLinkAbout20181055 18.057 96 Ballston Ave_PLAN SETa L 1101 Saratoga Springs vmshington St Fql 1 Cirr,ty r.� st ge Cemetery 9 I- 0 z National Museum of hat Dance & Hall of dame „r' Saratoga I Saratoga Casino SITE LOCATION MAP SCALE: 1" = 1000' SITE STATISTICS EXISTING ZONING PARCEL AREAS PROPOSED USE AREA AND BULK REQUIREMENTS BUILDING HEIGHT BUILD OUT ALONG FRONTAGE FRONT LINE SETBACK SIDE YARD SETBACK 1 SIDE YARD SETBACK 2 REAR SETBACK PARKING REQUIREMENTS: PARKING REQUIRED TOTAL UNITS TOTAL PARKING REQUIRED TOTAL SPACES PROVIDED SANITARY SEWER WATER SERVICE STORMWATER T- 5 178.26-1-39 178.26-1-40: 178.26-1-46: 0.23± AC 0.69± AC 0.45± AC 1.37± AC 18 TOWNHOUSE UNITS REQUIRED 50' MAX 70% MIN. 0'-12' O MIN. O MIN. O MIN. PROPOSED < 50' 78% 6.5' 23.5 12.5 7.5 1.5 SPACES PER UNIT 18 UNITS 27 SPACES 44 SPACES EXTENSION OF EXISTING CITY OF SARATOGA SPRINGS GRAVITY SEWER EXTENSION OF EXISTING CITY OF SARATOGA SPRINGS WATER SYSTEM ON-SITE CI TY OF SARA TOGA SPRINGS NO TES: 1. IN THE EVENT THAT THE APPLICANT DEFAULTS, THE CITY SHALL POSSESS A LICENSE AND BE ENTITLED TO ENTER UPON THE APPLICANT'S PROPERTY AND COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE SITE PLAN APPROVAL. 2. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES RULES AND REGULA TIONS. 3. THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 4. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 5. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 6. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT OF WAY. 9. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 10. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. © 2018 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. PROPOSED TOWNHOUSE DEVELOPMENT FOR: BALLSTON AVE PARTN ERS, LLC LOCATED AT BALLSTON AVE IN THECITYOFSARATOGA SPRINGS NOVEMBER5, 2018 ALLEY 0 FINLEY STREET NYS ROUTE 50 BALLSTON AVENUE 4 go 0 SITE N*I 4 z 74I 1 SITE VICINITY MAP SCALE: 1" = 200' DRAWING SET INDEX SHEET No. SHEET TITLE 1 COVER SHEET 2 SITE PLAN EXISTING CONDIIONS AND REMOVALS 4 GRADING AND DRAINAGE 5 UTILITY PLAN 6 PLANTING AND LIGHTING PLAN EROSION AND SEDIMENT CONTROL PLAN GENERAL NOTES AND SITE DETAILS 9 ROAD PROFILE AND DETAILS 10 UTILITY DETAILS 11 STORMWATER DETAILS 3 7 8 Approved by the Saratoga Springs Planning Board under authority of a resolution adopted Chairperson: Date APPLICANT: BALLSTON AVE PARTNERS, LLC 96 BALLSTON AVE SARATOGA SPRINGS, NY 12866 PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCA77ON LAW AND/OR REGULA DONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY SCALE: N.T.S. NOT FOR CONSTRUCTION SHEET TITLE: COVER SHEET SHEET: 1 OF 11 STREET PHOTOCELL ACCESS DOOR CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5—MDLO3 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4" 3" DIA. TAPERED POLE .125 WALL THICKNESS 6063—T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR 17" DIA. BASE, .750 FLOOR THICKNESS FOUR ANCHOR BOLTS AND ONE GROUND STUD (SEE PG. 2 OF 2 FOR FOUNDATION DETAILS) 17" DIA. BASE, 12" DIA. BOLT CIRCLE, DIAMOND PATTERN, FOUR 1/2" x 18" ANCHOR BOLTS CATALOG NUMBER: PT—D650SRLED-5T-4AR22T5—MDL03—A—PEC/4212T4/BK DECORATIVE STREET LIGHT NOT TO SCALE SEE FIXTURE & POLE DEIAILS NOTES: 3/4" CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2 SCHEDULE 40 PVC NON—METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB -21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB—AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. LIGHT POLE FOUNDATION NOT TO SCALE LANDS N/F OF KEVIN DORR AND YVE T TE DORR INSTRUMENT No. 2016014880 POROUS PAVEMENT 5' LONG TRANSITION FROM VERTICAL CURB TO GRADE NM 9/1 5' WIDE CONCRETE SIDEWALK 31 312 ALLEY (20' WIDE R.O. W. • J J• . .J CIRF CIRF UNIT 17 UNIT 18 UNIT 10 UNIT 11 UNIT 12 UNIT 13 MAIL KIOSK 9' TYP. ASPHALT WING CURB (TYPICAL) R=50' R=30' R=5' R= 0 N ASPHALT PAVEMENT 5' WIDE CONCRETE SIDEWALK (f) ASPHALT WING CURB (TYPICAL) R=30' ASPHALT DRIVE 00 C 0 20' 16' — =2.5' ASPHALT DRIVE R=2.5' POURED IN PLACE CONCRETE VERTICAL CURB (TYPICAL) NEW DECORATIVE STREET LIGHT POLE AS PER DETAIL (3 TOTAL) UNIT 1 UNIT 2 MH TF=319.7 IN V(NE)=305. 97 INV(SW)=306.02 PARK BENCH 0 CIRF LJ OHUL UNIT 3 UNIT 4 .T 7 • NM 10 UNIT 5 OHUL UNIT 6 O PROPOSED CDTA BUS STOP 5' WIDE CONCRETE SIDEWALK • • _J UNIT 7 UNIT 8 PARK BENCH ® CV NM 11 INSTALL POURED IN PLACE CONCRETE VERTICAL CURB ALONG EDGE OF BALLSTON AVE. UNIT 9 i NYS ROUTE 50 ASPHALT PAVEMENT ClR O MH TF= 318.0 BALLSTON AVENUE 0 IPF 5' LONG TRANSITION FROM VERTICAL CURB TO GRADE POURED IN PLACE CONCRETE VERTICAL CURB (TYPICAL) LEGEND: r771 DENOTES POROUS PAVEMENT AREA DENOTES STANDARD ROADWAY ASPHALT PAVEMENT DENOTES ASPHALT DRIVEWAY PAVEMENT DENOTES CONCRETE SIDEWALK DENOTES ASPHALT WING CURB DENOTES POURED IN PLACE CONCRETE VERTICAL CURB DENOTES CONCRETE CURB RAMP QO DECORATIVE STREET LIGHT GRAPHIC SCALE 20 15 10 5 0 20 40 (IN FEET) 1 INCH = 20 FT. 80 ill:-__ PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAX UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCA77ON LAW AND/OR REGULA DONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY SCALE: 1"=20' NOT FOR CONSTRUCTION SHEET TITLE: SITE PLAN SHEET: 2 OF 11 LEGEND: 192 ------ CB CIRF GV IPF MH N/F NG NM R.O.W. TF denotes denotes denotes denotes denotes denotes denotes denotes denotes denotes denotes Existing Topographic Contour Catch Basin Capped Iron Gate Valve Iron Pipe Found Manhole Now or Formerly National Grid Utility Pole Niagara Mohawk Utility Pole Right of Way Top of Frame Elevation Rod Found MAP REFERENCES: 1) Map Entitled: Map Date: "Topographic and Location for Ballston Ave Partners, July 18, 2018 Prepared By: All—Points Land Survey, PLLC Survey prepared LLC" 2) Saratoga County Real Property Tax Map City of Saratoga Springs Section 178.26 Block 1 Lot Nos. 39, 40 & 46 ELEVATION NOTE: ELEVATION DATUM: ELEVATION DATUM: NGVD 1929 AS PROVIDED BY ALL—POINTS LAND SURVEY DEED REFERENCES: 1) TITLE SOURCE Grantor: Gran tee: Dated: Recorded: Ins trum en t No. 2) TITLE SOURCE Grantor: Grantee: Dated: Recorded: Instrument No. SOIL DATA: (Warranty Deed) Michael P. Ginley and Bol/ston Ave Partners September 29, 2009 September 30, 2009 2009034894 Stephen H. Gottman LLC (Executor's Deed) Diane K. Bradley and Richard Bradley, as co—executers the last will and testament of Catherine M. Joba Bolls ton Ave Partners LLC September 29, 2009 September 30, 2009 2009034895 THE FOLLOWING TEST PITS WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP ON JULY 3, 2018: TP#1 0" - 12" 12" - 108" TOPSOIL LIGHT BROWN MEDIUM SAND, TRACE SILT NO SEASONAL HIGH GROUNDWATER NOTED TP#2 0" - 12" TOPSOIL 12" - 108" LIGHT BROWN MEDIUM SAND, TRACE SILT NO SEASONAL HIGH GROUNDWATER NOTED THE FOLLOWING INFILTRATION TESTS WERE PERFORMED IN ACCORDANCE AWITH THE NYSDEC STORMWATER DESIGN MANUAL BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP ON JULY 3, 2018. IT# 1 STABILIZED RATE = 60 INCHES/HOUR IT#2 STABILIZED RATE = 20 INCHES/HOUR of N —312 iNN-313— LANDS N/F OF KEVIN DORR AND YVETTE DORR 317/ INSTRUMENT No. 2016014880 3A S EXISTING BUILDINGS TO BE REMOVED AND DISPOSED OF OFFSITE ASPHALT DRIVE SBL#178.26-1-46 (SEE DEED REF. No. 1) 313 -313 312/ ALLE 20' WIDE R.O. W. ) 373 J \3j4 \`375 315 378- 379- 320 78-379_320 -327 /-322 323 EXISTING PAVEMENT TO BE REMOVED AND DISPOSES OF OFFSITE 311 EXISTING SHED AND FENCE T 0 BE REMOVED AND DISPOSED OF OFFSITE _.318 SBL#178.26-1-40 (SEE . N o. SBL#178.26-1-39 (SEE DEED REF. No. 2) W O NM 9/1 319 3,a 2 AREA = 59,609± SQ.F QT#1 325- 111�:111� 11111 1111 �I//�m�11 11111111 141/1114 r01 �r1 11111 MCZOMOMMO '.11M441:M111MOMMIIIIMMMOM :1.`f 11111111111.1 44MMI1IIIMMI l CJI/ 1R/rj IMM 1111 4MOM r1�1111 ANMMMM 1iji *l ����1%jIA11 11/1 1111 1111 ��1�11�A1M1 eamOOMaiji ��1 ml 11/111�1111_/1�1 1111.0014•■. �iIftw - .x_11 EXISTING STORM STRUCTURES AND ANY ASSOCIATED PIPING TO BE REMOVED 32or\ EXISTING PAVEMENT TO BE REMOVED AND DISPOSES OF OFFSITE 71 EXISTING MANHOLE TO BE REMOVED 320 4mwo1�� 1I,11a 1111 111 11111111111111111111111 1 �1 111 ��� ��� �II 1111111111111111111111111711111:14: �� 11 111,1 11111 !� 11'1 1�lr�, 111//I11/11LIdI*111i1 / 11111 ry 1111 %1 /110 0411 �11� X1111 1111 111 11���ireSS1%11NS*11 �Il�i��_11�100111�11 �I'ai11% ftiman :./:: 3 IOMMI�1���� OW*/ NM 10 WO, EXISTING CURB CUT TO BE ABANDONED OHU 379- MH TF=319. 7 INV(NE)=305.97 INV(SW)=306.02 REMOVE EXISTING CONCRETE SIDEWALK AND DISPOSE OF OFFSITE 0 GV NYS ROUTE 50 ASPHALT PAVEMENT NM 11 319 12-1 EXISTING UTILITY POLE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH NATIONAL GRID PRIOR TO CONSTUCTION. ASPHALT DRIVE EXISTING BUILDINGS TO BE REMOVED AND DISPOSED OF OFFSITE �319� OHUL MH TF=318. 0 BALLSTON AVENUE 31S GRAPHIC SCALE 20 15 10 5 0 20 40 (IN FEET) 1 INCH = 20 FT. 80 I t0 N Itki MN& r4 ISA 1 ill'.'.1vi.' 11101 1 , II w (710 0 3ALLSTON AVE TAX MAP ID DITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER 774E DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLA7/ON OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULADONS AND IS A CLASS A' MISDEMEANOR. REVISION DATE BY SCALE: 1"=20' NOT FOR CONSTRUCTION SHEET TITLE: EXISTING CONDIIONS AND REMOVALS SHEET: 3 OF 11 LEGEND: DENOTES TYPICAL PROPOSED SHALLOW CATCH BASIN DENOTES DRYWELL DENOTES YARD DRAIN DENOTES STONE INFILTRATION TRENCH 2e4.5° DENOTES PROPOSED SPOT ELEVATION x DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR LANDS N/F OF KEVIN DORR AND YVE T TE DORR INSTRUMENT No. 2016014880 DW#1 (4 DRYWELL ARRAY) (SEE DETAILS) TF=320.00 8" INV IN=316.20 CB#2 TF=200.00 8" INV IN=316.55 8" INV OUT=316.55 STONE INFILTRATION TRENCHES TOP OF STONE=312.50 BOTTOM STONE=309.50 6" PIPE INV=311.50 CONNECT TRENCHES UNDER SIDEWALKS WITH 6" SOLID PVC SDR -35 6" INV=311.50 (TYPICAL) 6" SOLID PVC SDR -35 PIPE WITH BENDS AS NECESSARY OUTLET INV=311.25 3121- LLEY 6" SOLID PVC SDR -35 PIPE WITH BENDS AS NECESSARY OUTLET INV=311.25 STONE INFILTRATION TRENCHES (TYPICAL) TOP OF STONE=312.50 BOTTOM STONE=309.50 6" PIPE INV=311.50 CONNECT TRENCHES UNDER SIDEWALKS WITH 6" SOLID PVC SDR -35 6" INV=311.50 (TYPICAL) 312.75 312.75 UNIT 10 FF=322.00± BF=313.00± UNIT 11 FF=322.00± BF=313.00± UNIT 12 FF=322.00± BF=313.00± UNIT 13 FF=322.00± BF=313.00± 4" INV=311.25 UNIT 14 FF=322.00± BF=313.00± 4" SOLID PVC SDR -35 DRAIN PIPE +311.00 313 WIDE R. O. W.) 111 ■ 315 315 314 316 317 19 GF=3 1.50± 321 320 1.50 NM 9/1 J Il N -LP 320.24 PERF. PVC SDR -35 DRAIN PIPE (INV=319.55) HP 321.74 4" PVC SDR -35 GASKETED TEE \\ TMLI N z N 4 UNIT 1 FF=322.50± BF=313.50± UNIT 2 FF=322.50± BF=313.50± UNIT 3 FF=322.50± BF=313.50± GF=3 UNIT 4 FF=322.50± BF=313.50± 2.00± GF=3 2.00± GF=3 2.00± 3 UNIT 5 FF=322.50± BF=313.50± UNIT 6 FF=322.50± BF=313.50± UNIT 7 FF=322.50± BF=313.50± UNIT 8 FF=322.50± BF=313.50± UNIT 9 FF=322.50± BF=313.50± 11 CIRF ASPHALT DRIVE O YD#5 TF=318.01 8" INV IN=316.85 8" INV OUT=316.85 MH TF= 319. 7 INV(NE)=305.97 /NV(SW)=306.02 YD#4 TF=319.75 8" INV IN=317.00 8" INV OUT=317.00 YD#3 TF=319.75 8" INV IN=317.25 8" INV OUT=317.25 YD#2 TF=319.75 8" INV IN=317.50 8" INV OUT=317.50 8" ADS N-12 51 LF 0.98% NYS ROUTE 50 ASPHALT PAVEMENT YD#1 TF=319.75 8" INV OUT=318.00 OHUL MH TF= 318.0 BALLSTON AVENUE ASPHALT PAVEMENT ASPHALT DRIVE /F i i �siL 1 \AV GRAPHIC SCALE 20 15 10 5 0 20 40 (IN FEET) 1 INCH = 20 FT. 80 r _ PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.0.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCA 77ON LAW AND/OR REGULADONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY SCALE: 1"=20' NOT FOR CONSTRUCTION SHEET TITLE: GRADING AND DRAINAGE SHEET: 4 OF 1 1 GRAPHIC SCALE 20 15 10 5 0 20 40 (IN FEET) 1 INCH = 20 FT. 80 10' MIN PROPOSED TOWNHOUSE UNIT 1" TYPE K COPPER WATER SERVICE CURB STOP -No J w 0 L_ 8" DIP CLASS 52 WATER MAIN DRIVEWAY - CLEAN OUT 6" PVC SDR -26/35 SEWER SERVICE AT 2% MIN. SLOPE MAINTAIN 18" MIN. VERTICAL SEPARATION BETWEEN WATER AND SEWER (ALL CROSSINGS) ROADWAY E.O.P. 8" PVC SDR -26/35 GRAVITY SEWER E.O.P. TYPICAL UTILITY SERVICE LAYOUT NOT TO SCALE FINISH GRADE DROP BOWL MOUNTING POSITION EX. MANHOLE FERNCO FLEXIBLE COUPLING OR EQUAL RELINER® STAINLESS STEEL STRAPS OR EQUAL. SECURE TO STRUCTURE WITH 2 STAINLESS STEEL BOLTS. STRAP AT 4' INTERVALS (MIN. OF 2) (CONCRETE ANCHORS SHALL BE: i "X16 X 18-8 X 3" WEDGE ANCHORS. PIPE STRAP ALTERNATIVE I" X 2.75", 410 STAINLESS STEEL TAPCON ANCHORS WITH S.S. WASHERS) OUTLET SHAL BE ANGLED TOWARDS DIRECTION OF FLOW. EX. CHANNEL 10" INV IN=306.02 INV OUT=305.97 (FIELD VERIFY). J (N 0 (I, V//a TRIM PIPE TO 2" MAX. V NOTCH BOTTOM EDGE U 0_ OP Pd CORE DRILL HOLE IN EX. MANHOLE WALL AND INSTALL FLEXIBLE BOOT -TYPE PIPE CONNECTOR WITH STAINLESS STEEL CLAMPS SUCH AS KOR-N-SEAL OR EQUAL PROPOSED INV IN=309.50 8" PVC 6 a RELINER® INSIDE DROP BOWL SECURED WITH STAINLESS STEEL BOLTS. INSTALL RELINER FORCE LINE HOOD ON BOWL FOR FORCE MAIN INLETS 8" 90° BEND SECURE PIPE TO BASE WITH STAINLESS STEEL STRAPS AND LAG SCREWS. CONNECTION TO EXI STING MANHOLE NOT TO SCALE NOTE: PRIOR TO CONSTRUCTION WITHIN THE NYS ROUTE 50 (BALLSTON AVE) RIGHT OF WAY THE CONTRACTOR WILL NEED TO OBTAIN A PERMIT FROM THE NYSDOT. NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST THAT HAVE NOT BEEN FIELD LOCATED. CONTRACTOR TO NOTIFY DIG SAFELY NEW YORK, PRIOR TO CONSTRUCTION, AND ADJUST THE LOCATION OF PROPOSED UTILITIES AS NECESSARY DURING CONSTRUCTION. ADJUSTMENT OF PROPOSED UTILITIES TO BE APPROVED BY MUNICIPALITY AND ENGINEER. PROPOSED 35 FT WIDE UTILITY EASEMENT TO THE CITY OF SARATOGA SPRINGS C 3121- ALLEY (20' WIDE R.O.W.) 312.75 eastccoe C/R • 11 .�.� ♦:� • \vim \v� •TAT \1. \v1 .ITA 312.75 LP 312.50 312.75 15 NM 9/1 +311.00 ASPHALT PAVEMENT HYDRANT ASSEMBLY (SEE DETAIL) 11.25° M.J. BEND W/THRUST BLOCK 314 UNIT 15 UNIT 16 UNIT 17 318 319 1" TYPE K COPPER WAATER SERVICE (TYP) 32 UNIT 18 1" TYPE K COPPER WAATER SERVICE (TYP) MH#2 STA 2+65.00 TF=320.76 8" INV IN=310.40 6" INV IN=310.50 8" INV OUT=310.30 ' PVC SDR 26/35 @2% MIN (TYP) C.S. 22.5° M.J. BEND W/THRUST BLOCK LANDS N/F OF KEVIN DORR AND YVE T TE DORR INSTRUMENT No. 2016014880 DW#1 TF=320.00 MH#1 STA 3+60.00 TF=319.91 8" INV IN=309.85 8" INV OUT=309.75 01:p C.S. 1" TYPE K COPPER C.S. WAATER SERVICE (TYP) �C. C.S. C.S. END WATER MAIN WITH 8" VALVE AND PIPE STUB. SEAL END WITH M.J. CAP AND THRUST BLOCK 1" TYPE K COPPER WAATER SERVICE (TYP) 1 C.S. CB#2 TF=200.00 UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 56 LF @ 0.54% I I 8" ADS N-12. ASPHALT DRIVE CONNECT TO EXISTING WATER MAIN WITH 6"X6" ALL STAINLESS STEEL TAPPING TEE, VALVE AND THRUST BLOCK. CONNECT TO NEW 8" MAIN WITH 8"X6" M.J. REDUCER. CONTRACTOR TO VERIFY THE EXACT SIZE, TYPE AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONSTRUCTION. 32 LF@0.47%I I 8" ADS N-12 YD#5 TF=318.01 MH TF=319.7 INV(NE)=305.97 INV(SW)= 306.02 UL C CIRF I I 52 LF @ 0.48% I I 8" ADS N-12 I I YD#4 TF=319.75 NM 10 1 I I 51 LF@0.49% � I 8" ADS N-12 I I OHUL EX MH TF=319.70 8" INV IN=309.50 10" INV IN=306.02 10" INV OUT=305.97 CORE DRILL EXISTING MANHOLE AND INSTALL FLEXIBLE BOOT TYPE CONNECTOR SUCH AS KOR-N-SEAL OR EQUAL. NEW 8" INLET PIPE TO BE INSIDE DROP. YD#3 TF=319.75 51I LF@0.98% I I 8" ADS N-12. YD#2 TF=319.75 CV NM 11 YD#1 TF=319.75 O CIR MH#3 STA 0+50.00 TF=320.46 6" INV IN=311.60 6" INV IN=311.60 8" INV OUT=311.50 ill 1" TYPE K COPPER WAATER SERVICE (TYP) NYS ROUTE 50 ASPHALT PAVEMENT OHUL ASPHALT DRIVE BALLSTON AVENUE IPF i i LEGEND: a, DENOTES TYPICAL PROPOSED SHALLOW CATCH BASIN 0 DENOTES PROPOSED DRYWELL DENOTES PROPOSED YARD DRAIN .- C.S. DENOTES PROPOSED SANITARY MANHOLE DENOTES PROPOSED HYDRANT ASSEMBLY DENOTES PROPOSED M.J. BEND DENOTES WATER SERVICE LINE DENOTES SEWER SERVICE LINE 1411 PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY SCALE: 1"=20' NOT FOR CONSTRUCTION SHEET TITLE: UTILITY PLAN SHEET: 5 OF 1 1 GRAPHIC SCALE 20 15 10 5 0 PLANTING SCHEDULE KEY COMMON BOTANICAL SIZE NO. REMARKS AR ARMSTRONG RED MAPLE ACER RUBRUM 'ARMSTRONG' 2.0"-2.5" CAL. 7 B&B AP THREADLEAF JAPANESE MAPLE ACER PALMA TUM DISSECTUM 30"- 36" HT. 3 CG ASSUGAR J MAPLE ACER SACCHARUM 2.0"-2.5" CAL. 6 B&B J BS WINTER GEM BOXWOOD BUXUS MICROPHYLLA 18"- 24 " H T. 18 CG OG ORNAMENTAL GRASS OR PERENNIALS MISCAN THUS, ERIAN THUS OR STELLA DORA, ECHINACEA 18 "_ 24 " H T. 54 CG HP QUICK FIRE HYDRANGEA HYDRANGEA PANICULA TA 'QUICK FIRE' 30"- 36" HT. 3 CG PA NORWAY SPRUCE PICEA ABIES 5'-6' HT. 8 B&B PO NINEBARK PHYSOCARPUS OPUL IFOLIUS 30"- 36" H T. 3 CG TSGLOBE J ARBORVITAE THUJA OCCIDENTALIS SMARAGD 18"-24" HT. 12 CG TM DENSE SPREADING YEW TAXUS MEDIA DENSIFORMIS 18"- 24 " HT 17 B&B VT COMPACT AMERICAN VIBURNUM VIBURNUM TRILOBUM COMPAC TUM 30"-36" HT, 5 CG PLANTING NOTE: PLANTS LISTED IN THE PLANTING SCHEDULE CAN BE SUBSTITUTED FOR SIMILAR SPECIES OF THE SAME SIZE WITH THE APPROVAL OF THE OWNER/DEVELOPER AND/OR PROJECT LANDSCAPE ARCHITECT. PLANTING NOTES: 1. PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED, SHALL BE TOPSOILED, SEEDED, AND MULCHED . (MULCH - STRAW, HYDROSEED MIX, OR BIODEGRADABLE NETTING.) MIXTURES TO BE APPLIED SHALL BE DETERMINED BY OWNER'S REPRESENTATIVES. TOPSOIL TO BE 4" MINIMUM. 3. EXISTING VEGETATION SHALL REMAIN UNDISTURBED WITHIN ALL AREAS OF SITE WHICH DO NOT REQUIRE GRADING. 4. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM BARK MULCH WITH FILTER FABRIC WEED CONTROL OR EQUAL. 5. THIS PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO SITE PLAN FOR DETAILED GRADING AND UTILITY INFORMATION. 6. GUARANTEE: A. FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK UNDER CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: 1. GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2. REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD, PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; 3. REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4. GUY AND MAINTAIN AS SPECIFIED HEREIN, AT NO ADDITIONAL COST. B. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER BEGINNING OF THE "GUARANTEE PERIOD" SHALL NOT EXTEND THE "GUARANTEE PERIOD" OF THESE PARTICULAR PLANTS; THOSE REPLACEMENTS MADE SIX MONTHS OR MORE AFTER THE BEGINNING OF THE "GUARANTEE PERIOD" SHALL BE MAINTAINED AND GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE TIME OF REPLACEMENT. 7. APPLICABLE STANDARDS: "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND "STANDARDIZED PLANT NAMES" BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, ARE A PART OF THIS SPECIFICATION. ALL PLANTS SHALL BE NURSERY GROWN, NOT GATHERED IN THE FIELD. LAWN SEED MIX: SEED LAWN AREAS WITH GRASS SEED CONTAINING A MINIMUM 20% KENTUCKY BLUE GRASS, 20% FESCUE AND A MAXIMUM OF 20% ANNUAL RYE GRASS. SEED SHALL BE APPLIED AT A RATE OF 7-10 LBS PER 1,000 SF. TOPSOIL NOTE: ALL LAWN AREAS OF THE SITE SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL. ALL LANDSCAPE BEDS SHALL RECEIVE A MINIMUM OF 12" OF TOPSOIL. TOP SOIL SHALL HAVE; 29 -20% ORGANIC MATTER PH OF 6-7.69 MAXIMUM PARTICLE SIZE 1.5" PLANTING BED PREPARATION NOTE: 20 40 (IN FEET) 1 INCH = 20 FT. ALL PAVEMENT, AND GRAVEL BASE SHALL BE REMOVED FROM PROPOSED PLANTING BEDS AREAS. COMPACTED SUB BASE MATERIALS SHALL BE DECOMPACTED FOR A DEPTH OF 12" PLANTING BEDS SHALL BE FREE OF ROOTS TILLED TO A DEPTH 12" INCORPORATE 2" OF COMPOST INTO SOIL AND TOP DRESS WITH 3" OF HARDWOOD MULCH. PLANTING NOTE: PLANTS LISTED IN THE PLANTING SCHEDULE CAN BE SUBSTITUTED FOR SIMILAR SPECIES OF THE SAME SIZE WITH THE APPROVAL OF THE OWNER/DEVELOPER AND/OR PROJECT LANDSCAPE ARCHITECT. 80 AP OG -3 C ALLEY 312.75 312.75 AS +311.00 312 75 • nag IR ASPHALT PAVEMENT HP PO PO HP UNIT 10 UNIT 11 UNIT 16 UNIT 17 UNIT 18 UNIT 12 UNIT 13 UNIT 14 OG -6 G-6 OG -6 BS - AS -1 PA -3 AS TM -3 PO HP -1 PA -2 P W AR -1 0-1 TM -3 ASPHALT DRIVE AR -1 BS -1 ■ eec,eo muoltoi KIM KM TTM-4 S-4 BALLSTO AVENUE (.) AR TM -4 VT 1 AR TS -4 TS -4 NYS ROUTE 50 OHUL OG -3 PA -3 0 AR ASPHALT PAVEMENT AR -1 AR -1 IPF TWICE DIA. OF BALL DECIDUOUS PLANTING NOT TO SCALE TREE WRAPPING FASTENED NEAR TOP AND BOTTOM. RUBBER GARDEN HOSE. 12 GA. GALVINIZED WIRE. CEDAR POST. TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. SAUCER SHAPED UP FROM FINISHED GRADE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. TOPSOIL MIXTURE. UNDISTURBED GRADE OR COMPACTED FILL. TWICE DIA. OF ROOT BALL NOTE: RUBBER GARDEN HOSE 12 GA. GALVANIZED WIRE. TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 2" LAYER OF BARK MULCH CEDAR POST CUT AND REMOVE BURLAP FROM TOP OF BALL SAUCER SHAPED UP FROM FINISHED GRADE TOPSOIL MIXTURE UNDISTURBED GRADE OR EARTH BERM MIXTURE DETAIL ALSO APPLIES TO SHRUB INSTALLATION. (EXCLUDE STAKING PROCEDURES) CONIFEROUS PLANTING NOT TO SCALE i i PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULADONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY SCALE: 1"=20' NOT FOR CONSTRUCTION SHEET TITLE: PLANTING PLAN SHEET: 6 OF 11 EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: • LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED • FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. • USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES 1V:3H OR GREATER. • PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: • PERIMETER PROTECTION USING SILT FENCES • INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES • STORM SEWER, CURBS AND GUTTERS • STABILIZED CONSTRUCTION EXIT POINTS • STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT INSPECTION AND MAINTENANCE REPORTS. I) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. ADDITIONAL EROSION CONTROL AND GRADING NOTES: 1. MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT WILL BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILING" OR OTHER EROSION PROCESSES. 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 6. SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 7. ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). 8. EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES: AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U -SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTERER'S INSTRUCTIONS. 9. STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. 10. VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. 11. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. SEQUENCE OF CONSTRUCTION ACTIVITIES: 1. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. 2. NSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN AND OTHER LOCATIONS AS NECESSARY TO STABILIZE THE SITE. SILT FENCE GENERAL NOTES: 2. 3. 4. 5. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR STEEL "T" OR "U" POSTS (1Ib per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: SLOPE STEEPNESS 2:1 3:1 4:1 5:1 OR FLATTER MAXIMUM LENGTH (ft.) 25 50 75 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED )4 ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. 3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. 4. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. 5. COMMENCE SITE GRADING AND CONSTRUCTION. 6. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. 7. INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. 8. FINALIZE PAVEMENT SUBGRADE PREPARATION. 9. CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON THE PLANS. 10. REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. 11. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. 12. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING 13. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE STABILIZED. 14. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS (THESE AREAS ARE TO BE PAVED LAST). SILT FENCE INSTALLATION NOTES: 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. EXISTING GROUND SILT FENCE �5' MIN (10' PREFERRED) 0 N 0 SLOPE O • LO o - O WOVEN WIRE MESH RENFORCEMENT (IF NECESSARY) MIN. 14 GAUGE WITH MAX. 6" OPENING TOE OF SLOPE O O PLAN 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* HARDWOOD POST * OR STEEL "T" OR "U" SECTION POSTS (1 lb/If MIN.) WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SEDIMENT ONTAI NM ENT AREA Ln .HARDWOOD POST UNDISTURBED GROUND • SEDIMENT r.1 CONTAINMENT AREA 5' MIN (10' PREFERRED) TOE OF SLOPE aZ 5 o� M CJ RETAIN EXISTING VEGETATION, IF POSSIBLE EXCAVATE TRENCH, BURY SILT FENCE FABRIC AND BACKFILL/COMPACT EXCAVATED EARTH SECTION SILT FENCE NOT TO SCALE 50'-0" /4 FILTER CLOTH PROFILE 50'-0" MIN. 6" MIN. UNDISTURBED GROUND 00 EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT SYMBOL PLAN VIEW CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED • CONSTRUCTION ENTRANCE NOT TO SCALE 313 312.75 • 57,7471 313 -- CIR= r • • 4 UNIT 10 UNIT 11 UNIT 12 SILT FENCE TO BE INSTALLED DOWNSLOPE OF ALL AREAS TO BE DISTURBED 3121- -ALLEY ♦ •} UNIT 13 T UNIT 1 T312.75 UNIT 14 20 311 311.00 313 1W CONCRETE WASHOUT AREA 312 75 N r _ � --.11.4121 ElMeis 21 323 SOIL STOCKPILE AREA TO BE SURROUNDED BY SILT FENCE 1 1 UNIT 2 0 ASPHALT DRIVE O CIRF O UNIT 3 ••••aa4 r0 0 0 a0000 0010000 0 • • UNIT 4 UNIT 15 646 ANRIIW 313 UNIT 16 UNIT 17 CONSTRUCTION ENTRANCE. PRIOR TO INSTALLATION OF STONE FOR POROUS PAVEMENT SOILS SHALL BE RESTORED IN ACCORDANCE WITH SOIL RESTORATION NOTES 314 Allir lRF ME fill UNIT 18 S S NM CC 9/1 319 UNIT 5 `10 UNIT 6 • - DRAIN PIPE (INV=319.55) goji• 416 aVo le } �1644 .. X..4. S, oliii.: i' eloriffoillgeilfatiltillitrt 0 rttl :4: Pilli., "Ail ‘*". 411 44.4 11 I:,:•��� illYf.g'1::::::*te: '�,�;44:' �t1141:4;*:;.1 ����,"1 f. Sgi • I i • 1,�. .� � 111 320- - OHUL NM 10 AREA OF TOTAL DISTURBANCE= 1..78+ ACRES MH TF=319.7 INV(NE)=305.97 INV(SW)=306.02 OHU SILT FENCE TO BE INSTALLED DOWNSLOPE OF ALL AREAS TO BE DISTURBED 319 • • r. ® CV NYS ROUTE 50 ASPHALT PAVEMENT NM 11 ( 11 I I \-319 ASPHALT DRIVE EQUIPMENT STORAGE AND STAGING AREA OHUL MH TF=318.0 BALLSTON AVENUE 10 FT. MIN U DEPRESSED AREA /N /\ 1 SAND BAG A' ( ) 0 10 MIL PLASTIC LINING LATH AND FLAGGING ON THREE SIDES CONSTRUCTION SPECIFICATIONS 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. FEET (50') FROM SENSITIVE AREAS. 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED 3. IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 2. 4. 5. 10 MIL PLASTIC LINING LATH AND FLAGGING -\AON THREE SIDES SAND BAG 3 FT. -1 I I- =III=III- SECTION (A -A') MAINTENANCE AND CLEANING DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM DRAINS OR DIRECTLY ONTO GROUND DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. PLACE A SECURE NON COLLAPSING, NON -WATER COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL STATE. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH NEW POLY SHEETING AFTER EACH CLEANING). CONCRETE WASHOUT FACILITY NOT TO SCALE GRAPHIC SCALE 20 15 10 5 0 20 40 (IN FEET) 1 INCH = 20 FT. 80 SOIL RESTORATION: AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON -IMPERVIOUS AREAS ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED. IN AREAS OF CUT OR FILL THE SOILS SHALL BE AERATED AND 6 INCHES OF TOPSOIL SHALL BE APPLIED. IN AREAS OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET FROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS) THE FOLLOWING RESTORATION MUST BE APPLIED: 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT -MOUNTED RIPPER, TRACTOR -MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SOIL. 3. ROCK -PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND LARGER SIZE ARE CLEANED OFF THE SITE. 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES 5. VEGETATE AS REQUIRED BY APPROVED PLAN. EXISTING GROUND SILT FENCE �5' MIN (10' PREFERRED) 0 N 0 SLOPE O • LO o - O WOVEN WIRE MESH RENFORCEMENT (IF NECESSARY) MIN. 14 GAUGE WITH MAX. 6" OPENING TOE OF SLOPE O O PLAN 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* HARDWOOD POST * OR STEEL "T" OR "U" SECTION POSTS (1 lb/If MIN.) WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SEDIMENT ONTAI NM ENT AREA Ln .HARDWOOD POST UNDISTURBED GROUND • SEDIMENT r.1 CONTAINMENT AREA 5' MIN (10' PREFERRED) TOE OF SLOPE aZ 5 o� M CJ RETAIN EXISTING VEGETATION, IF POSSIBLE EXCAVATE TRENCH, BURY SILT FENCE FABRIC AND BACKFILL/COMPACT EXCAVATED EARTH SECTION SILT FENCE NOT TO SCALE 50'-0" /4 FILTER CLOTH PROFILE 50'-0" MIN. 6" MIN. UNDISTURBED GROUND 00 EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT SYMBOL PLAN VIEW CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED • CONSTRUCTION ENTRANCE NOT TO SCALE 313 312.75 • 57,7471 313 -- CIR= r • • 4 UNIT 10 UNIT 11 UNIT 12 SILT FENCE TO BE INSTALLED DOWNSLOPE OF ALL AREAS TO BE DISTURBED 3121- -ALLEY ♦ •} UNIT 13 T UNIT 1 T312.75 UNIT 14 20 311 311.00 313 1W CONCRETE WASHOUT AREA 312 75 N r _ � --.11.4121 ElMeis 21 323 SOIL STOCKPILE AREA TO BE SURROUNDED BY SILT FENCE 1 1 UNIT 2 0 ASPHALT DRIVE O CIRF O UNIT 3 ••••aa4 r0 0 0 a0000 0010000 0 • • UNIT 4 UNIT 15 646 ANRIIW 313 UNIT 16 UNIT 17 CONSTRUCTION ENTRANCE. PRIOR TO INSTALLATION OF STONE FOR POROUS PAVEMENT SOILS SHALL BE RESTORED IN ACCORDANCE WITH SOIL RESTORATION NOTES 314 Allir lRF ME fill UNIT 18 S S NM CC 9/1 319 UNIT 5 `10 UNIT 6 • - DRAIN PIPE (INV=319.55) goji• 416 aVo le } �1644 .. X..4. S, oliii.: i' eloriffoillgeilfatiltillitrt 0 rttl :4: Pilli., "Ail ‘*". 411 44.4 11 I:,:•��� illYf.g'1::::::*te: '�,�;44:' �t1141:4;*:;.1 ����,"1 f. Sgi • I i • 1,�. .� � 111 320- - OHUL NM 10 AREA OF TOTAL DISTURBANCE= 1..78+ ACRES MH TF=319.7 INV(NE)=305.97 INV(SW)=306.02 OHU SILT FENCE TO BE INSTALLED DOWNSLOPE OF ALL AREAS TO BE DISTURBED 319 • • r. ® CV NYS ROUTE 50 ASPHALT PAVEMENT NM 11 ( 11 I I \-319 ASPHALT DRIVE EQUIPMENT STORAGE AND STAGING AREA OHUL MH TF=318.0 BALLSTON AVENUE 10 FT. MIN U DEPRESSED AREA /N /\ 1 SAND BAG A' ( ) 0 10 MIL PLASTIC LINING LATH AND FLAGGING ON THREE SIDES CONSTRUCTION SPECIFICATIONS 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. FEET (50') FROM SENSITIVE AREAS. 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED 3. IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. 2. 4. 5. 10 MIL PLASTIC LINING LATH AND FLAGGING -\AON THREE SIDES SAND BAG 3 FT. -1 I I- =III=III- SECTION (A -A') MAINTENANCE AND CLEANING DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM DRAINS OR DIRECTLY ONTO GROUND DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. PLACE A SECURE NON COLLAPSING, NON -WATER COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL STATE. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH NEW POLY SHEETING AFTER EACH CLEANING). CONCRETE WASHOUT FACILITY NOT TO SCALE GRAPHIC SCALE 20 15 10 5 0 20 40 (IN FEET) 1 INCH = 20 FT. 80 I/ 0 N • 1111/ It r4 gA , It I 11,46 • T N *1' C� 3ALLSTON AVE TAX MAP ID DITY OF SARATOGA SPRI NGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER 774E DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULADONS AND IS A CLASS A' MISDEMEANOR. REVISION DATE BY SCALE: 1"=20' NOT FOR CONSTRUCTION SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN SHEET: 7 OF 11 GENERAL NOTES: THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED PRIOR TO FINAL APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS AND FILING OF ALL MAPS. CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL DESIGN PARTNERSHIP AND MUNICIPALITY PRIOR TO CONSTRUCTION. FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP AND THE MUNICIPALITY'S ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS TO VERIFY THAT ALL NECESSARY WORK PERMITS AND EASEMENTS ARE IN PLACE PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE ALL SPECIAL TEMPORARY AND PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND SECURE JOB. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY TOWN, COUNTY OR STATE HIGHWAY CUT PERMITS. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT. THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND RIGHT-OF-WAY PROPERTY LINES PRIOR TO CONSTRUCTION. ALL GRAVITY SEWERS SHALL HAVE CONTINUOUS STRAIGHT HORIZONTAL & VERTICAL ALIGNMENT (LINE & GRADE) BETWEEN MANHOLES PER NYSDEC REQUIREMENTS AND TEN STATES STANDARDS. CONSTRUCTION OF GRAVITY SEWERS SHALL BE PERFORMED USING A PIPE LASER, WITH ADEQUATE BLOWER VENTILATION, TO ENSURE STRAIGHT ALIGNMENT. ANY EXCEPTIONS THIS MUST BE APPROVED BY THE ENGINEER. ALIGNMENT SHALL BE VERIFIED BY LAMPING DURING THE CCTV INSPECTION AND AFTER WORK HAS BEEN COMPLETELY BACKFILLED AND COMPACTED. SLOPE OF SANITARY SEWER THROUGH MANHOLE STRUCTURE IS DETERMINED BY THE INCOMING PIPE. IN NO CASE, SHALL THE SLOPE THROUGH THE MANHOLE STRUCTURES BE LESS THAN 1%. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL SANITARY MANHOLES SUCH THAT THEY DO NOT INFILTRATE WATER AS DETERMINED BOTH BY VACUUM TESTING IN ACCORDANCE WITH ASTM C1244-05 PRIOR TO BACKFILLING AND VISUALLY THEREAFTER. ALL PIPES SHALL BE PLUGGED, BRACED, AND/OR BLOCKED TO PREVENT IMPLOSION DURING VACUUM TESTING. THE CONTRACTOR SHALL MAKE ALL MATERIAL REPLACEMENTS AND/OR REPAIRS TO ACCOMPLISH THIS. LOW-PRESSURE AIR EXFILTRATION TESTING SHALL BE PERFORMED ON ALL GRAVITY SANITARY TO SEWER PRIOR TO FINAL APPROVAL SUCH AS THE TIME -PRESSURE DROP METHOD PER IN ASTM F1417 -11A (2015), UNI -BELL PVC PIPE ASSOCIATION, STANDARD UNI -B-6, AND SUMMARIZED IN, UNI- BELL HANDBOOK OF PVC PIPE, SECOND PRINTING NOVEMBER 2005, PAGES 457, 458 AND, SPECIFICATION TIMES FOR 0.5 PSIG PRESSURE DROP FOR SIZES AND LENGTHS OF PIPE IN TABLE 10.12, PAGE 460. ALL SEWER PIPE ENDS SHALL BE BRACED AND/OR BLOCKED INSIDE EACH MANHOLE AND AT EACH LATERAL END TO PREVENT DISLODGEMENT OF THE PIPE. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, POWER, TELEPHONE, CABLE TV, WATER, SEWER, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. AS PER NYS INDUCTRIAL CODE 53: CONTRACTOR TO CALL DIG SAFELY NEW YORK, INC. AT 1-800-962-7962 TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. CONTRACTOR MUST VERIFY THE ACCEPTABILITY OF ALL CONSTRUCTION MATERIALS WITH MUNICIPALITY'S ENGINEER PRIOR TO ORDERING. INSTALLATION AND MATERIAL SPECIFICATIONS FOR STORM SEWER, SANITARY SEWER, WATER SERVICE CONNECTIONS SHALL CONFORM TO THE MUNICIPALITY'S STANDARD DETAILS AND REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS MUST BE VERIFIED WITH MUNICIPALITY PRIOR TO CONSTRUCTION. ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE THEIR EXACT LOCATION CHECKED AT THE SITE BEFORE CONSTRUCTION BEGINS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT THE CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM. ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND STANDARDS. THE CONTRACTOR SHALL FILL IN, AND RE -EXCAVATE, AS NECESSARY TO RESUME WORK, ANY EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE PROTECTION OF THE WORK, ANY ADJACENT EXISTING FACILITIES, OR THE PUBLIC. THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE JOBSITE. ALL RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY TAKEN CARE OF AND STORED AT THE END OF THE DAY. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY DURING CONSTRUCTION. THE CONTRACTOR SHALL FURNISH ALL FLAGMEN AND SIGNS, DELINEATORS, BARRIERS, AND DEVICES NECESSARY FOR TRAFFIC CONTROL DURING ANY EARTH -MOVING OPERATION OR OTHER CONSTRUCTION ACTIVITY WHICH INVOLVES PUBLIC HIGHWAYS. ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED DURING CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER APPROVAL OF MUNICIPALITY. RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR BETTER THAN PRECONSTRUCTION CONDITIONS. ALL PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT. CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, FENCES, ETC. TO A CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED. BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED OR REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING CONSTRUCTION. THIS SHOULD BE ACCOMPLISHED IN COOPERATION WITH UTILITY COMPANIES. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY EASEMENTS OR R.O.W. AS SHOWN. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION (PROPER SHORING, ETC.). SIDE SLOPES GRATER THAN 1:3 WILL REQUIRE GUIDE RAILS (1 -FOOT VERTICAL, 3 -FOOT HORIZONTAL). ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. WHERE ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY IS NECESSARY, THE PERMISSION OF ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED. SITE SURVEYOR TO VERIFY ELEVATIONS OF EXISTING ROAD CENTERLINE AND SHOULDER PRIOR TO COMMENCING WORK. CONTRACTOR IS TO CONFIRM THIS WITH SITE SURVEYOR. WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. LANDSCAPE ARCHITECT SHALL APPROVE ALL LAYOUT WORK PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER AFTER ROUGH GRADING IS COMPLETED. FINISH GRADES TO BE ADJUSTED IN THE FIELD AFTER INITIAL GRADING IS COMPLETED. ALL CHANGES IN PROPOSED GRADES TO BE APPROVED BY OWNER AND ENGINEER. ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE TOPSOILED AND SEEDED. ALL PHYSICAL FEATURES INCLUDING SIDEWALKS, CURBING, DECKS, LAMPS, STAIRS, ETC. WITHIN FIVE FEET OF EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE TO BE CONSTRUCTED PER ARCHITECTURAL PLANS. IT IS NOT THE INTENT OF THESE DOCUMENTS TO ADDRESS SUCH DETAILS, WHICH ARE SHOWN ONLY FOR THE PURPOSE OF CONTINUITY BETWEEN THE SITE PLAN AND THE ARCHITECTURAL PLANS. PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE PERTAINING TO THE ROOF AND TO PHYSICAL FEATURES WITHIN FIVE FEET OF THE EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE THE RESPONSIBILITY OF THE ARCHITECT. ALL VERTICAL GRADE CHANGES GREATER THAN 30 INCHES SHALL BE PROVIDED WITH SAFETY BARRIERS AS PER NYS BUILDING CODE (FENCES, RAILINGS, ETC. PER OWNER). SPECIFICATIONS FOR STREET/SITE LIGHTING ARE PER TOWN REQUIREMENTS/QUALIFIED PHOTOMETRIC ENGINEER RETAINED BY OWNER. PRELIMINARY PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS ASSUME EXISTING SUBGRADE CONSISTS OF CLEAN, GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE PROJECT OWNER SHALL HAVE THE EXISTING SUBGRADE CONDITIONS EVALUATED BY A GEOTECHNICAL ENGINEER, WHO SHALL DETERMINE FINAL PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS. THE OWNER ASSUMES ALL RESPONSIBILITY FOR PAVEMENTS AND SIDEWALKS CONSTRUCTED WITHOUT A FINAL DESIGN, SHOULD HE CHOOSE NOT TO HIRE A GEOTECHNICAL ENGINEER. FILL AREAS SHALL BE STRIPPED OF SOD, TOPSOIL AND UNSUITABLE MATERIAL AND BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH NYSDOT 203-3.09 FILLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-3.10, EMBANKMENTS. COMPACTION AND LIFT THICKNESS SHALL BE IN ACCORDANCE WITH NYSDOT 230-3.12. EMBANKMENT SUBGRADE AREA (TWO FEET BELOW SUBGRADE ELEVATION) SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-2.02B., SELECT BARROW AND SELECT FILL, COMPACTED PER 203-3.12. ALL AREAS OF THE SUBGRADE SURFACE WITHIN THE ROADWAY OR OTHER PAVEMENT AREA LIMITS SHALL BE PROOF -ROLLED, WITH UNSTABLE AREAS CORRECTED TO THE SATISFACTION OF TEH ENGINEER, PRIOR TO PLACEMENT OF SUBBASE MATERIALS, BOTH EMBANKMENT AND CUT AREAS, IN ACCORDANCE WITH NYSDOT 203-3.13& 203-3.14. ALL GRAVITY SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR -26 HEAVY WALL SEWER PER ASTM D3034, 115 PSI MINIMUM PIPE STIFFNESS FOR BURIAL DEPTHS UP TO 20 FEET. DEFLECTION TESTING SHALL BE PERFORMED ON ALL FLEXIBLE GRAVITY SEWER PIPE IN ACCORDANCE WITH 10 STATE STANDARDS. TESTS SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. ANY PIPE WHICH HAS A DEFLECTION GREATER THAN 5% SHALL BE EXCAVATED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. PRESSURE SEWER MAIN PIPE SHALL BE: PR 200 PSI MIN. WHITE OR GREEN COLORED (NOT BLUE) PVC SDR -21*, PE 4710 DIPS DR -11 (PR 200 PSI) GREEN STRIPE. LOW-PRESSURE SEWER SERVICE PIPE SHALL BE: PR 200 PSI MIN. GASKETED (1-1/2" MIN.) PVC SDR -21*, PE 4710 GREEN -SHELL OR GREEN STRIPE IPS (ASTM D3035) DR -11 OR CTS SODR-9 (ASTM D2737) UPSIZED '/-INCH OR AS NOTED ON THE PLANS. *EXCEPTION: PVC IS NOT ALLOWED TO BE USED ON SARATOGA COUNTY SEWER DISTRICT NO. 1 PERMITTED PROJECTS. ALL PRESSURE SANITARY SEWER PIPE SHALL BE BURIED WITH TRACER WIRE SECURED TO THE PIPE WITH GORRILLA TAPE. TRACER WIRE SHALL BE 12 AWG, SINGLE CONDUCTOR, HIGH STRENGTH, FLEXIBLE, STRANDED STAINLESS STEEL, WITH HMWPE GREEN -COLORED INSULATION SUCH AS #10 AS MANUFACTURED BY KRIS -TECH WIRE CO. MAIN BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE WITHOUT CUTTING THE MAIN WIRE, USING 3 -WAY DIRECT -BURY LUGS WITH SILICONE GEL ENCAPSULATOR. SPLICES AT ROLL ENDS SHALL BE MECHANICALLY AND ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING EXPOSED CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS. DIRECT -BURY TRACER WIRE CONNECTORS SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. TRACER WIRE SHALL BE BROUGHT UP 12" MIN. ABOVE GRADE ON THE OUTSIDE OF ALL GATE & CURB BOXES. ALL SEWER PIPE SHALL HAVE 6 -INCH WIDE, GREEN -COLORED PLASTIC SEWER UTILITY I.D. MARKING TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12" MIN. ABOVE THE PIPE. SANITARY PRESSURE SEWERS, BOTH FORCE MAINS AND SERVICES, SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH WATER MAIN LEAKAGE TESTING STANDARDS, AT MINIMUM 120 PSIG AS MEASURED AT THE LOWEST POINT OF THE LINE(S) BEING TESTED, 150 PSIG WHERE ANY POTABLE WELL IS, OR IS LIKELY TO BE, WITHIN 50 FEET OF FORCE MAIN. AWWA: C600-10, FOR DUCTILE IRON PIPE, MANUAL M23 FOR PVC, AND MANUAL M55 FOR PE. NEW GRAVITY SANITARY SEWER WORKS SHALL BE CLEANED WITH WATER JET AND VACUUM FLUSHING/COLLECTION EQUIPMENT PRIOR TO CCTV INSPECTION AND REPEATED AS NECESSARY UNTIL CLEAN, WITH ALL SOLIDS REMOVED. ALL DEBRIS SHALL BE VACUUMED OUT DURING FLUSHING OPERATIONS AND DISPOSED OF OFF SITE. NEW GRAVITY SANITARY SEWER WORKS SHALL BE INSPECTED FOR DEFECTS BY CLOSED-CIRCUIT TELEVISION (CCTV) EQUIPMENT. REPAIRED WORKS SHALL BE RE -CLEANED AND RE -INSPECTED BY CCTV. THREE SETS OF RECORD DIGITAL VIDEO FILES AND WRITTEN INSPECTION REPORTS SHALL BE FURNISHED TO THE ENGINEER. ALL DISCERNABLE GRAVITY SEWER DIPS (DEVIATIONS FROM CONTINUOUS POSITIVE VERTICAL ALIGNMENT) IN EXCESS OF 1/4"ESTIMATED OR ACTUAL DEPTH AND/OR DIPS GREATER THAN 3 -LF IN LENGTH SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. WATER AND SEWER SEPARATION REQUIREMENTS: MINIMUM 18 INCHES VERTICAL SEPARATION IS REQUIRED BETWEEN WATER MAINS AND ANY EXISTING OR PROPOSED SANITARY AND STORM SEWER AT ALL CROSSINGS, MEASURED OUTSIDE TO OUTSIDE OF PIPES, WITH JOINTS EQUIDISTANT FROM CROSSING POINT, PER NY STATE HEALTH DEPARTMENT REQUIREMENTS. PARALLEL LINES MUST BE SEPARATED A MIN. OF 10 FEET. WHERE MINIMUM SEPARATIONS CANNOT BE MET, WITH CASE -BY -CASE -APPROVAL FROM NYS DOH: • NEW SEWERS SHALL BE CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. • LESS THAN 10 FT. SEPARATION ONLY IF WATER MAIN IS LAID IN A SEPARATION TRENCH OR ON AN EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18" ABOVE THE TOP OF THE GRAVITY SEWER. • WHERE FORCE AND GRAVITY SEWERS PRE-EXIST: THE WATER MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDE OF THE SEWER BEING CROSSED OR, WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT. • WHERE A WATER MAIN AND/OR WATER WELLS PRE-EXIST AND A FORCE MAIN IS BEING CONSTRUCTED: THE FORCE MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDES OF THE WATER MAIN BEING CROSSED; WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT.; OR TO A POINT WHERE THE ENDS OF THE CASING PIPE ARE 150 FT. MIN. FROM ANY WATER WELL. CONTRACTOR TO VERIFY THE ELEVATION OF THE EXISTING WATER MAIN, TO AVOID CONFLICTS, PRIOR TO CONSTRUCTING OTHER UTILITIES. ALL NEW WATER MAIN WORKS ARE TO BE HYDROSTATICALLY TESTED AT 150 PSIG MIN. (AS MEASURED AT THE LOWEST POINT) IN ACCORDANCE WITH AWWA STANDARDS: C600-10 FOR DUCTILE IRON PIPE, MANUAL M23 FOR PVC, AND MANUAL M55 FOR PE. RESULTS TO BE SUBMITTED TO MUNICIPAL ENGINEER. MODIFICATIONS TO EXISTING WORKS SHALL BE VISUALLY TESTED FOR LEAKS UNDER NORMAL WORKING PRESSURE PRIOR TO BACKFILL. ALL WATER MAIN WORKS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH AWWA STANDARD C651-14 (SEE DISINFECTION PROCEDURE ON WATER DETAIL SHEET). RESULTS TO BE SUBMITTED TO THE MUNICIPAL ENGINEER. POTABLE WATER MAIN PIPE TO BE: • DUCTILE IRON PIPE, CLASS 52 POTABLE WATER SERVICE TUBING TO BE: • TYPE K COPPER ALL PLASTIC WATER MAIN AND WATER SERVICE TUBING SHALL BE BURIED WITH TRACER WIRE SECURED TO THE PIPE WITH GORILLA TAPE. BLUE -COLORED #10 BY KRIS -TECH WIRE CO. MAIN BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE WITHOUT CUTTING THE MAIN WIRE, USING 3 -WAY DIRECT -BURY LUGS WITH SILICONE GEL ENCAPSULATOR. SPLICES AT ROLL ENDS SHALL BE MECHANICALLY AND ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING EXPOSED CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS. DIRECT -BURY TRACER WIRE CONNECTORS SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. TRACER WIRE SHALL BE BROUGHT UP 12" MIN. ABOVE GRADE ON THE OUTSIDE OF ALL HYDRANTS, GATE & CURB BOXES. ALL WATER PIPE SHALL HAVE 6 -INCH WIDE, BLUE -COLORED PLASTIC WATER UTILITY I.D. MARKING TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12" MIN. ABOVE THE PIPE. THRUST BLOCKING TO COMPLY WITH THE MUNICIPAL STANDARDS. THRUST BLOCKS TO BE CAST -IN-PLACE CONCRETE MIN. 3,000 PSI (SEE DETAIL). ALL STORM SEWER PIPE TO BE DUAL WALL HIGH-DENSITY POLYETHYLENE WITH SMOOTH INTERIOR AND ANNULAR CORRUGATED EXTERIOR. PIPE JOINTS ARE TO BE SILT -TIGHT WITH EITHER INTEGRAL BELL Sc SPIGOT JOINTS WITH RUBBER GASKETS MEETING ASTM F477, SILT -TIGHT PREMIUM BAND COUPLERS WITH RUBBER GASKETS OR STANDARD BAND COUPLERS WRAPPED WITH NON -WOVEN GEOTEXTILE FABRIC 4 -FEET WIDE AND OVERLAPPED AT EACH END. WATERTIGHT JOINTS ARE REQUIRED WHERE PE PIPE IS SPECIFIED FOR SMA BASIN INLET PIPE AND FITTINGS. CATCH BASIN GRATES ARE TO BE BICYCLE SAFE. THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT WITH, OR OBLIGATION FOR, PERFORMING ANY OR ALL TOWN, COUNTY, OR STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED BY SEPARATE CONTRACT. IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK IS NOT PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), EDP WILL NOT BE HELD RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR LIABILITY OF WHATEVER KIND AND NATURE RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP WOULD OTHERWISE HAVE HAD AN OPPORTUNITY TO CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL THE PROJECT THROUGH STAKEOUT AND INSPECTION. CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE HONORED ONLY IF CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR IMMEDIATELY UPON DISCOVERY AND BEFORE ANY CONTROL STAKES ARE DISTURBED. IF, AFTER VERIFICATION, IT IS DETERMINED THAT NO STAKEOUT ERROR OCCURRED, THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONAL EXPENSES INCURRED FOR SUCH VERIFICATION. ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO RESPONSIBILITY. INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT SUPERVISORY. ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN NEITHER GUARANTEE THE PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONTROLLED FILL AREAS: CONTROLLED, RELATIVELY CLEAN (12% MAX PASSING #200 SIEVE), GRANULAR FILL SHALL BE SPREAD IN LIFTS NOT EXCEEDING 12" IN LOOSE THICKNESS. THESE MATERIALS SHALL BE COMPACTED TO A MINIMUM 95% OF THE MAXIMUM ASTM SPECIFICATION D 1557-91 DENSITY, MODIFIED PROCTOR. ALL CONTROLLED FILL SHALL BE FREE OF ORGANIC AND/OR FROZEN MATERIALS. 0 C) LU N IIIIIIIIII111111 14'. o�• • Rc . • r\ r\ r\\r\ r\ r\\r\\r TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG -64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP TYPE COURSE SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR BINDER GRAVEL ESAL COURSE COURSE LEVEL PARKING<0.3 LOT 1-1/2"2"8-10" MILLION STANDARD1-1 PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 3" 12" <30 ROADWAY /2" XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. MILLION HEAVILY BY TRAVELED/ <30 TRUCK 2" * 4" 12" MILLION LOADING NOTES: * SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. ASPHALT PAVEMENT - CITY DETAIL SS -5 NOTES: NOT TO SCALE 2" CONDUIT PLACED IN GRAVEL DIRECTLY UNDER CONCRETE LOCATIONS PER PLANS EXPANSION JOINT SPACING - 20'-25' 0.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 A A A • BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS -7 6" X 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO /A%/A%/A%/A%/.>' 90% STANDARD PROCTOR - TYPICAL PEDESTRIAN TRAFFIC LOADING /i\//i\i\i\/ A BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS -7 6" X 6" NO. 6/6 WOVEN WIRE MESH 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. 3 CONCRETE SIDEWALK - CITY DETAIL SS -8 NOT TO SCALE TURF CONCRETE SIDEWALK I�III�I * DETECTABLE TEXTURE WARNING 5' MIN. odolI�Nlll� HEAVY BROOM FINISH FLUSH REVEAL 1 3'-6" MIN. 3' TRANSITION CURB 6" CURB (TYP) 5 PEDESTRIAN CURB RAMP - CITY DETAIL SS -10 NOT TO SCALE FREE STANDING RESERVED SIGN (NO. NY R7-8, WITH DOUBLE ARROW) (12"x18") 6'-0" MOUNT HT. z 0 ow Iw Co o_ U) DC 0 FREE STANDING NO PARKING ANYTIME SIGN (NO. R7-1) (12"x18") 6'-0" MOUNT HT. 2' 0" SIDEWALK RAMP AS PER DETAIL TYPICAL PARKING SPACE (NON -HANDICAP) 9,-0" OR AS PER PLAN 9'-0" OR AS PER PLAN 8'-0" MIN. 9,-0" OR AS PER PLAN PARKING STRIPING AND DIMENSIONS NOT TO SCALE EDGE OF PAVEMENT 4" WIDE PARKING LINES PAINTED WHITE STANDARD "RESERVED" SYMBOL PAINTED LIGHT BLUE NO -PARKING STRIP PAINTED WITH 8" DIAGONAL LINES WITH 2'-0" SEPARATION FINISHED GRADE NOTE: EXPANSION JOINTS SPACED ALONG CURB 10' MAX. 6"(MIN.) .°o c% • ° pO Ao 0 0 ,� o v ao ° ° R O �F6 ✓ C o O god A' O ° 0 0. o O O 0 /\J(p' ' \/\\\ 000 7 0.C. /X//, ,//./X CAST IN PLACE CONRETE CURB - NOT TO SCALE EXIST. PAVEMENT NEW CONSTRUCTION SAWSCUT DEPTH OF PAVEMENT & TACK COAT ALL SURFACES PRIOR TO PAVING SEE PIPE TRENCH DETAIL SS -6A 1/4" RADIUS SEE DETAIL SS -5 FOR PAVEMENT AND GRAVEL SUBASE REQUIREMENTS CAST-IN-PLACE/SLIP FORM CONCRETE CURB SEE CONCRETE SPECIFICATIONS - DRAWING SS -7 GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR CITY DETAIL SS -15 EXISTING GROUND PAVEMENT SAWCUT- CITY DETAIL SS -6 NOT TO SCALE CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FARENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHES TO 3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. 6 CONCRETE SPECIFICATIONS - CITY DETAIL SS -7 NOT TO SCALE 1" (AFTER COMPACTION) TOP COURSE N.Y.S. D.O.T. ITEM 403.178902 TYPE 6 TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. TACK COAT COMPOSITION & APPLICATION RATE SHALL CONFORM TO N.Y.S. D.O.T. SECTION 407 N.Y.S. D.O.T. ITEM #407.0101 2" (AFTER COMPACTION) BINDER COURSE N.Y.S. D.O.T. ITEM 403.138902 TYPE 3 12" CRUSHED STONE SUBBASE COURSE (AFTER COMPACTION) TO CONFORM TO N.Y.S. D.O.T. ITEM 304.12 TYPE 2 MAX. 8% FINES MIN. C.B.R. 20% FINE GRADE TO WITHIN ±1/4" OF TRUE GRADE. COMPACT TO MIN. 95% MODIFIED PROCTOR MAXIMUM DENSITY. SUBGRADE TO BE COMPACTED TO MIN. 95% MODIFIED PROCTOR MAX. DENSITY & PROOF ROLLED (MIN. 10 TON STATIC). ALL UNSUITABLE AREAS SHALL BE EXCAVATED AND REPLACED WITH SUBBASE MATERIAL. FINE GRADE TO ±1/2" NOTES: THIS PRELIMINARY PAVEMENT DESIGN ASSUMES THAT EXISTING SUBGRADE CONDITIONS CONSIST OF CLEAN GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY THE EXISTING SUBGRADE CONDITIONS USING A GEOTECHNICAL ENGINEERING CONSULTANT, TO DETERMINE THE FINAL PAVEMENT DESIGN PAVEMENT -DRIVEWAY NOT TO SCALE i i PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY SCALE: AS NOTED NOT FOR CONSTRUCTION SHEET TITLE: GENERAL NOTES AND SITE DETAILS SHEET: 8 OF 11 340 335 330 325 320 315 310 305 300 295 >- -J 0 11.1 L`I Z Cr) Q z O I CC 0 0 Z 2 0 O 0 cn STA 0+00.00 ELEV=318.96 I— SCHEDULE ENSURE THAT PAVEMENT/PAVER AREA IS CLEAN OF DEBRIS MONTHLY ENSURE THAT AREA DEWATERS BETWEEN STORMS MONTHLY AND AFTER STORMS >0.5" ENSURE THAT THE AREA IS CLEAN OF SEDIMENTS ' \ STA 2+65.00 TF=320.76 cnm� �m z MOW UPLAND AND ADJACENT AREAS, AND SEED BARE ARES AS NEEDED ) STA 3+60.00 TF=319.91 EX MH STA 3+82.64 +97.19 TF=319.70 INSPECT THE SURFACE FOR DETERIORATION OR SPALLING k _ i INCH M _ m -- i INCH A:>.}.° STA 2+48^01 N _ ii INCH o II -- i INCH c D 5-20 STA 0+85.18 10-25 EXISTING GRADE STA 1+90.72 ELEV 320.46 -- —1.00; — —1.00 -- M Qw I- (n II J W -- 7 II J BOTTOM OF POROUS _ PAVEMENT STONE - — — . o �. O l_ 0 0_11-0_0_000_0_0_0_0_0_0_0_0_0—CBOTTOMSTONE_318.500_0_0_0_0_0_0_0_0_0_0_0_0_0_0 • _ r 1 i CB#2 TO YD#5 8" ADS N-12 56 LF ® 0.54% . , . , , , ) 4" PERF. PVC SDR -35 DRAIN PIPE INV=319.40 O ....► _ O O 0 • '/���►���-�� SHEET TITLE: ROAD PROFILE AND DETAILS SHEET: 9 OF 1 1 O O • O 0 • 0 • U (S —0 —0-0 O O o O O 0 0— 0—U U U U U 0 .00000000,�O,�o,�O,�000000000000000000000000000000000000000000000������,���������j •0 0 0 0 0 0 0 • • �'� O O O O O O O O �������� ►♦♦♦♦♦•.•4 O!O!O!O. ow 0___BOTTOM STONE=317.9570-0A A ii. BOTTOM STONE=317.60 PVC 4" SOLID DRAIN GASKETED TEE AND WRAP STONE IN NON -WOVEN PVC SDR -35 GEOTEXTILE HIGH PERMEABILITY, HIGH PIPE TO DAYLIGHT TENSILE STRENGTH, MIRAFI 160N OR BETTER _•_, STANDARD PAVEMENT SECTION SEE DETAIL j 1 33 8" D.I.P. C_ASS 52 WATER MAIN — 260' 61' ► (2) 6" SEWER PAVEMENT SEE DETAIL 213 LF 8" PVC S SDR LATERALS — 26/35 ® 0.52% 89 LF 8" PVC r' � r © 0.51% 49 LF 8" PVC 26/35 CD 0.51% =31 1.60 311.60 0 0 I I 310.40 310.50 F=310.30 309.85 F=309.75 =309.50 (NEW) N=306.02 )UT=305.97 MH#3 6" INV IN MH#3 6" INV IN D O z _ MH#2 8" INV IN= MH#2 6" INV IN= MH#2 8" INV OU- II z z = MH#1 8" INV 0U EX MH 8" INV N EX MH 10" INV > z X w -0+50 0+00 328 326 324 322 320 318 316 314 1+00 2+00 ROAD AND UTILITY PROFILE SCALE: 1" = 50' HORIZONTAL / 1" = 5' VERTICAL 3+00 4+00 340 335 330 325 320 CONNECT TO EXISTING 6" WATER MAIN WITH 6"X6" ALL STAINLESS STEEL TAPPING TEE, VALVE AND 8"X6" M.J. REDUCER. CONTRACTOR TO CONFIRM EXACT LOCATION, SIZE AND TYPE OF EXISTING WATER MAIN PRIOR TO 315 CONSTRUCTION. 310 305 300 295 4+50 CORE DRILL EXISTING MANHOLE AND INSTALL FLEXABLE BOOT TYPE CONNECTOR SUCH AS KOR-N-SEAL OR EQUAL. INSTALL DROP PIPING AS PER DETAIL. • • 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O •00000000000000000000000000000000000000000000000000000000000000000000000000 • O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 O 0 O O O O 0 O 0 O O 0 O 0 O O O O 0 O 0 O O 0 O 0 O O O O 0 O 0 O O 0 O 0 WIDTH VARIES (SEE SITE PLAN) 2% CROSS SLOPE 4" PVC SDR -35 PERFORATED DRAIN PIPE. INV=319.40 2'± 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111.11./11111\1111111111111111111111oo O O O O O O O O • • • • • • • _ _ Ayr 2' F4- A • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O • WRAP STONE IN NON -WOVEN GEOTEXTILE HIGH PERMEABILITY, HIGH TENSILE STRENGTH, MIRAFI 160N OR BETTER TYPICAL POROUS PAVEMENT MAINTENANCE SCHEDULE: ACTIVITY SCHEDULE ENSURE THAT PAVEMENT/PAVER AREA IS CLEAN OF DEBRIS MONTHLY ENSURE THAT AREA DEWATERS BETWEEN STORMS MONTHLY AND AFTER STORMS >0.5" ENSURE THAT THE AREA IS CLEAN OF SEDIMENTS MONTHLY MOW UPLAND AND ADJACENT AREAS, AND SEED BARE ARES AS NEEDED VACUUM SWEEP FREQUENTLY TO KEEP SURFACE FREE OF SEDIMENTS TYPICALLY 3 TO 4 TIMES A YEAR INSPECT THE SURFACE FOR DETERIORATION OR SPALLING ANNUAL POROUS PAVEMENT INSTALLATION GUIDELINES • POROUS PAVEMENT/PAVERS AND ASSOCIATED SUBBASE SHOULD BE INSTALLED TOWARD THE END ON THE CONSTRUCTION PERIOD. UPSTEAM CONSTRUCTION SHOULD BE COMPLETED AND STABILIZED PRIOR TO CONNECTION TO POROUS PAVERS. • POROUS PAVEMENT/PAVER AREAS SHOULD BE CLEARLY MARKED PRIOR TO CONSTRUCTION TO AVOID ANY SOIL DISTURBANCE AND COMPACTION DURING CONSTRUCTION. • SUBSURFACE AREA SHOULD BE EXCAVATED TO PROPER DEPTH. EXISTING SUBGRADE SHALL NOT BE COMPACTED OR SUBJECTED TO EXCESSIVE CONSTRUCTION EQUIPMENT PRIOR TO PLACEMENT OF GEOTEXTILE AND STONE BED. IF THE AREA HAS BEEN COMPACTED DUE TO DISTURBANCE AND CONSTRUCTION EQUIPMENT LOADING DURING EARLIER STAGES OF CONSTRUCTION THE SUBSURFACE SHALL BE DECOMPACTED AND RESTORED BY TILLING THE SOIL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM OF THE STONE BED WITH A CAT -MOUNTED RIPPER, TRACTOR MOUNTED DISC, OR TILLER. • PLACE GEOTEXTILE AND STONE BED IMMEDIATELY UPON APPROVAL OF SUBGRADE PREPARATION. • FABRIC SHALL EXTEND AND BE SECURED AT LEAST 4 FEET OUTSIDE OF BED. THIS EDGE STRIP SHALL REMAIN IN PLACE UNTIL ALL BARE SOILS CONTIGUOUS TO THE BEDS ARE STABILIZED AND VEGETATED. POROUS PAVEMENT WINTER MAINTENANCE REQUIREMENTS • ABRASIVES SUCH AS SAND OR CINDERS SHALL NOT BE APPLIED ON OR ADJACENT TO THE POROUS PAVEMENT. • PLOW AFTER EVERY STORM EVENT. SPECIAL PLOW BLADES MAY BE USED TO PREVENT SCARRING BUT ARE NOT NECESSARY. RAISED BLADE IS NOT RECOMMENDED. • ANTI -ICING AGENTS APPLIED PRIOR TO STORM EVENTS IS PREFERRED OVER THE USED OF DE-ICING AGENTS SUCH AS SALT. • DURING STORM EVENTS APPLY STANDARD AMOUNTS OF DE-ICING AGENTS. AMOUNTS WILL BE ADJUSTED BASED ON SITE SPECIFIC REQUIREMENTS, HOURS OF OPERATION AND DEGREE OF SHADING. • BETWEEN STORM EVENTS DEICING IS NOT TYPICALLY REQUIRED HOWEVER NIGHT TIME DEICING MAY REQUIRE ADDITIONAL MAINTENANCE ACTIVITIES. 111111,,-11 I-111=111=1 BOTTOM OF STONE TO BE LEVEL SEE POROUS PAVEMENT PROFILE FOR ELEVATIONS 111 _111 f EXISTING SOILS TO REMAIN UNCOMPACTED. IN AREAS OF FILL USE SAND FILL INSTALLED IN 12" LIFTS AND COMPACTED TO 95% MODIFEID PROCTOR. 8" PVC SANITARY SEWER -1111111111111111 111 I� 1111 1111 II 1 II 111, ,111-1 I I-1 I I-1 11 - —1 I POROUS PAVEMENT SECTION: TOP COURSE: 3" (AFTER COMPACTION) NYSDOT ITEM#420.50190108. BINDER COARSE: 3" (AFTER COMPACTION) NYSDOT ITEM #420.70090304. CHOKER COARSE: 1"-2" MAX. NYSDOT ITEM 623.12010099 (WASHED) 100% FRACTURED NYSDOT #2. RESESVOIR COARSE: 12" MIN. NYSDOT ITEM 623.12020099 (WASHED) 100% FRACTURED NYSDOT #4A ♦ • • ,• • • • • • • 00�0°00� • • • • • • • • • 1' WING CURB TO BE INSTALLED IN LOCATIONS PER SITE PLAN. 1—III IIIIIIIIII�IIIIIIIII IE IIII 11-1 1 1—I 1 EWE I—=111E111111111+1 —111-11 = 1' —_ _ III—I I I I—III—III—I1'- o =1II 1=1 1=1I1=1 1-1 1=1I1 I1=III1I1 IIII 11III 11111 1111= I' 2> Ii1-1111�11111�1I1I1,' 10' MIN HORIZONTAL SEPARATION ROADWAY SECTION — POROUS PAVEMENT NOT TO SCALE POROUS PAVEMENT SPECIFICATIONS: ALL POROUS ASPHALT PAVEMENT SHALL MEET THE SPECIFICATIONS FOR NYSDOT ITEM NO. 420.50190108 AND 420.70190108 MATERIALS: THE MATERIALS AND COMPOSITION FOR THE POROUS ASPHALT PAVEMENT MIXTURES SHALL MEET THE REQUIREMENTS SPECIFIED IN §401-2 MATERIALS, POROUS ASPHALT PAVEMENT MIXTURE GRADATION REQUIREMENTS SCREEN SIZES TOP COARSE BINDER COARSE GENERAL LIMITS % PASSING GENERAL LIMITS % PASSING 2 INCH -- 100 1 i INCH -- 75-100 1 INCH -- 55-80 i INCH 100 -- i INCH 85-100 23-42 ii INCH 55-75 -- i INCH -- 5-20 NO. 4 10-25 -- i INCH -- 2-15 NO. 8 5-10 -- NO. 200 2-4 -- POROUS ASPHALT PAVEMENT MIXTURE DESIGN CRITERIA Mix Ndeslgn AIR VOIDS © NDESIGN PG BINDER CONTENT VCAMIxi DRAINDOWN OF UNCOMPACTED ASPHALT MIXTURES AASHTO T305, MAX MIXING AND COMPACTION TEMPERATURE RANGE (°F) Top Course 50 20 5.5% MIN LESS THAN VCADRc1 0.3% 385°F - 325°F Binder 35 -- 2.5% - 4.5% -- 0.3% 285°F - 325°F COARSE AGGREGATE TYPE F9 CONDITIONS. 1. USE COARSE AGGREGATE MEETING THE REQUIREMENTS OF 703-02, COARSE AGGREGATE -0+20 0+00 1+00 2+00 POROUS PAVEMENT PROFILE (ROAD A) SCALE: 1" = 20' HORIZONTAL / 1" = 2' VERTICAL 3+00 4+00 328 326 324 322 320 318 316 314 4+20 IC) 4! 8" DIP CLASS 52 WATER MAIN CONSTRUCTION DETAILS: THE PROVISIONS OF §401-3 AND §402-3, CONSTRUCTION DETAILS, SHALL APPLY EXCEPT AS MODIFIED HEREIN. PLANT OC/QA. QC/QA TESTING OF THE MIXTURE WILL BE PERFORMED A MINIMUM OF ONCE PER DAY REGARDLESS OF THE QUANTITY PRODUCED. THE QCT/QAT SHALL PERFORM ALL TESTING REQUIRED IN MATERIALS PROCEDURE 401, TABLE 3 SAMPLING AND TESTING MATRIX, INCLUDING AIR VOIDS TESTING. HOWEVER, ACCEPTANCE OF THE MIXTURE QUALITY WILL BE BASED ON AGGREGATE GRADATION AND ASPHALT BINDER CONTENT ONLY. PLANT PRODUCTION. IF THE TOP COURSE MIXTURE IS PRODUCED IN A BATCH TYPE PLANT AND THE MIXTURE CONTAINS A FIBER STABILIZING ADDITIVE, THE MIXING TIME OF THE DRY CONSTITUENTS OF THE MIXTURE (AGGREGATES AND FIBER STABILIZING ADDITIVE), MUST BE INCREASED BY A MINIMUM OF 15 SECONDS. PAVING. KEEP THE POROUS ASPHALT PAVEMENT FREE OF CONTAMINATION FROM THE CONSTRUCTION OPERATIONS. TAKE PRECAUTIONS AS NECESSARY SUCH AS WASHING TRUCK TIRES, INSTALLATION OF SILT FENCE, TARPS ON HEAVILY TRAVELED AREAS, ETC. STAGE THE PLACEMENT OF THE POROUS ASPHALT PAVEMENT AFTER THE SURROUNDING AREAS HAVE BEEN FINAL GRADED AND STABILIZED TO MINIMIZE POTENTIAL SEDIMENT LADEN WATER FROM REACHING THE PAVEMENT SURFACE. DO NOT PLACE THE POROUS ASPHALT PAVEMENT MIXTURE ON A WET SURFACE OR WHEN THE SURFACE TEMPERATURE IS BELOW 50° F. THE USE OF TACK COAT WILL BE PROHIBITED. PRIOR TO THE PLACEMENT OF THE TOP COURSE, THE BINDER COURSE MUST BE CLEANED TO THE SATISFACTION OF THE ENGINEER -IN -CHARGE. PLACE EACH COURSE OF POROUS ASPHALT PAVEMENT IN ONE LIFT. USE A MECHANICAL RUBBER TRACK PAVER TO PLACE AS MUCH OF THE MIX AS POSSIBLE. AFTER COMPLETION OF EACH PAVEMENT COURSE, ALLOW THE PAVEMENT TO CURE FOR A MINIMUM OF 24 HOURS BEFORE PLACING THE NEXT COURSE OR ALLOWING TRAFFIC OF ANY KIND ON IT. ROLLERS. A DOUBLE DRUM ASPHALT ROLLER, WITH A MINIMUM DRUM WIDTH OF 54 INCHES AND A MINIMUM WEIGHT OF 10 TONS, IS REQUIRED. THE ROLLER MUST BE OPERATED IN STATIC MODE AT ALL TIMES. OPERATION OF THE ROLLER IN VIBRATORY AND/OR OSCILLATORY MODE IS PROHIBITED. PNEUMATIC TIRE ROLLERS ARE PROHIBITED. DO NOT STOP THE ROLLER ON THE FRESHLY PLACED MIX FOR MORE THAN 30 SECONDS. DENSITY GAUGE. PROVIDE A DENSITY GAUGE OPERATOR THAT POSSESSES A CURRENT DENSITY GAUGE INSPECTOR CERTIFICATION FROM THE ASSOCIATED GENERAL CONTRACTORS, NEW YORK STATE, OR ITS EQUIVALENT. THE DENSITY GAUGE OPERATOR WILL MONITOR THE IN-PLACE DENSITY TO ENSURE THAT THE PAVEMENT IS BEING COMPACTED TO THE PROJECT TARGET DENSITY (PTD). PERFORM A MINIMUM OF ONE DENSITY GAUGE READING FOR EVERY 200 SQUARE FEET OF PAVEMENT SURFACE PLACED. FINAL ACCEPTANCE. ACCEPTANCE OF THE FINISHED PRODUCT WILL BE BASED ON: 1. ACCEPTABLE IN-PLACE DENSITY GAUGE READINGS AT EACH TEST LOCATION WILL BE BETWEEN 95% AND 105% OF THE PTD. 2. A VISUAL EVALUATION OF THE PAVEMENT SURFACE. 3. POROSITY TEST. ALLOW A MINIMUM OF 24 HOURS AFTER COMPLETION OF THE TOP COURSE, BEFORE TESTING. PERFORM A POROSITY TEST AT 3 LOCATIONS CHOSEN BY THE ENGINEER -IN -CHARGE. AT EACH LOCATION, TEST THE POROSITY FOR A MINIMUM OF 3 MINUTES. THE TEST IS ACCOMPLISHED BY APPLYING CLEAN WATER AT THE RATE OF AT LEAST 5 GAL/MIN OVER THE SURFACE, USING A HOSE OR OTHER DISTRIBUTION DEVICE. WATER USED FOR THE TEST SHALL BE CLEAN, FREE FROM SUSPENDED SOLIDS AND DELETERIOUS MATERIALS AND WILL BE PROVIDED AT NO ADDITIONAL COST. ALL APPLIED WATER SHALL INFILTRATE THE TEST PANEL DIRECTLY, WITHOUT PUDDLE FORMATION OR SURFACE RUNOFF, AND SHALL BE OBSERVED BY THE ENGINEER -IN -CHARGE 18" POROUS PAVEMENT DO NOT SEAL OR SAND PARKING AREA NYS SPDES PERMIT "NYR 10K___" MUST BE MAINTAINED IN ACCORDANCE WITH O&M PLAN DO NOT REMOVE OR ALTER USE 10"X12" SIGN FOR STORM PRACTICES SMALLER THAN 400 S.F. PROJECT ID (CONTACT ENGINEER PRIOR TO ORDERING SIGN FOR NO.) WHITE METAL SIGN WITH BLACK LETTERING. PLACE IN FIELD WITH GALVANIZED POST 24" MIN. ABOVE GROUND. TYPICAL POROUS PAVEMENT SIGNAGE NOT TO SCALE 1411 PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX co XXX DON 7'I? XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. REVISION +0 +I a" 0I +w +1 0 - 4- 6 0 +1 a; 0i J O STA 0+17.50 CL ELEV= 31 STA 0 STA 0+8 ELEV=32 PAVEMENT SECTION AS r- PER ROAD CROSS SECTION DETAIL + -u H � N LO o LO J O (n ;' J U M J Ld I- 0 7 r Lo . 0 0 Oo + cr' ELEV=318.96 ////� _,1gi� A _ 0.1rAlr �� 0 O O O MN 11.1111111.11 O O O O Nw O O O 0 • 1,"1/2Aap''''rmu� O O O O O O O O �"'/� ''��/��'i • • O O O • ���/����'�' �������� O O O ''//—�N������.1..-___ M < I— 7 II J X1/1/ . ��. �•�����.0 ����� //p.,41111"."- t O �0 O 00000001.0000.0000000000000000 O O O O . o �. O l_ 0 0_11-0_0_000_0_0_0_0_0_0_0_0_0—CBOTTOMSTONE_318.500_0_0_0_0_0_0_0_0_0_0_0_0_0_0 • _ • • _ • • • • • . �- ir • • • • . ---,_ r-. r F r, r • ,--iiia o �A ����'i.��OIMINI��� . , . , , , ) 4" PERF. PVC SDR -35 DRAIN PIPE INV=319.40 O ....► _ O O 0 • '/���►���-�� SHEET TITLE: ROAD PROFILE AND DETAILS SHEET: 9 OF 1 1 O O • O 0 • 0 • U (S —0 —0-0 O O o O O 0 0— 0—U U U U U 0 .00000000,�O,�o,�O,�000000000000000000000000000000000000000000000������,���������j •0 0 0 0 0 0 0 • • �'� O O O O O O O O �������� ►♦♦♦♦♦•.•4 O!O!O!O. 0___BOTTOM STONE=317.9570-0A A ii. BOTTOM STONE=317.60 PVC 4" SOLID DRAIN GASKETED TEE AND WRAP STONE IN NON -WOVEN PVC SDR -35 GEOTEXTILE HIGH PERMEABILITY, HIGH PIPE TO DAYLIGHT TENSILE STRENGTH, MIRAFI 160N OR BETTER _•_, STANDARD PAVEMENT SECTION SEE DETAIL 33 260' 61' ► STANDARD SECTION PAVEMENT SEE DETAIL -0+20 0+00 1+00 2+00 POROUS PAVEMENT PROFILE (ROAD A) SCALE: 1" = 20' HORIZONTAL / 1" = 2' VERTICAL 3+00 4+00 328 326 324 322 320 318 316 314 4+20 IC) 4! 8" DIP CLASS 52 WATER MAIN CONSTRUCTION DETAILS: THE PROVISIONS OF §401-3 AND §402-3, CONSTRUCTION DETAILS, SHALL APPLY EXCEPT AS MODIFIED HEREIN. PLANT OC/QA. QC/QA TESTING OF THE MIXTURE WILL BE PERFORMED A MINIMUM OF ONCE PER DAY REGARDLESS OF THE QUANTITY PRODUCED. THE QCT/QAT SHALL PERFORM ALL TESTING REQUIRED IN MATERIALS PROCEDURE 401, TABLE 3 SAMPLING AND TESTING MATRIX, INCLUDING AIR VOIDS TESTING. HOWEVER, ACCEPTANCE OF THE MIXTURE QUALITY WILL BE BASED ON AGGREGATE GRADATION AND ASPHALT BINDER CONTENT ONLY. PLANT PRODUCTION. IF THE TOP COURSE MIXTURE IS PRODUCED IN A BATCH TYPE PLANT AND THE MIXTURE CONTAINS A FIBER STABILIZING ADDITIVE, THE MIXING TIME OF THE DRY CONSTITUENTS OF THE MIXTURE (AGGREGATES AND FIBER STABILIZING ADDITIVE), MUST BE INCREASED BY A MINIMUM OF 15 SECONDS. PAVING. KEEP THE POROUS ASPHALT PAVEMENT FREE OF CONTAMINATION FROM THE CONSTRUCTION OPERATIONS. TAKE PRECAUTIONS AS NECESSARY SUCH AS WASHING TRUCK TIRES, INSTALLATION OF SILT FENCE, TARPS ON HEAVILY TRAVELED AREAS, ETC. STAGE THE PLACEMENT OF THE POROUS ASPHALT PAVEMENT AFTER THE SURROUNDING AREAS HAVE BEEN FINAL GRADED AND STABILIZED TO MINIMIZE POTENTIAL SEDIMENT LADEN WATER FROM REACHING THE PAVEMENT SURFACE. DO NOT PLACE THE POROUS ASPHALT PAVEMENT MIXTURE ON A WET SURFACE OR WHEN THE SURFACE TEMPERATURE IS BELOW 50° F. THE USE OF TACK COAT WILL BE PROHIBITED. PRIOR TO THE PLACEMENT OF THE TOP COURSE, THE BINDER COURSE MUST BE CLEANED TO THE SATISFACTION OF THE ENGINEER -IN -CHARGE. PLACE EACH COURSE OF POROUS ASPHALT PAVEMENT IN ONE LIFT. USE A MECHANICAL RUBBER TRACK PAVER TO PLACE AS MUCH OF THE MIX AS POSSIBLE. AFTER COMPLETION OF EACH PAVEMENT COURSE, ALLOW THE PAVEMENT TO CURE FOR A MINIMUM OF 24 HOURS BEFORE PLACING THE NEXT COURSE OR ALLOWING TRAFFIC OF ANY KIND ON IT. ROLLERS. A DOUBLE DRUM ASPHALT ROLLER, WITH A MINIMUM DRUM WIDTH OF 54 INCHES AND A MINIMUM WEIGHT OF 10 TONS, IS REQUIRED. THE ROLLER MUST BE OPERATED IN STATIC MODE AT ALL TIMES. OPERATION OF THE ROLLER IN VIBRATORY AND/OR OSCILLATORY MODE IS PROHIBITED. PNEUMATIC TIRE ROLLERS ARE PROHIBITED. DO NOT STOP THE ROLLER ON THE FRESHLY PLACED MIX FOR MORE THAN 30 SECONDS. DENSITY GAUGE. PROVIDE A DENSITY GAUGE OPERATOR THAT POSSESSES A CURRENT DENSITY GAUGE INSPECTOR CERTIFICATION FROM THE ASSOCIATED GENERAL CONTRACTORS, NEW YORK STATE, OR ITS EQUIVALENT. THE DENSITY GAUGE OPERATOR WILL MONITOR THE IN-PLACE DENSITY TO ENSURE THAT THE PAVEMENT IS BEING COMPACTED TO THE PROJECT TARGET DENSITY (PTD). PERFORM A MINIMUM OF ONE DENSITY GAUGE READING FOR EVERY 200 SQUARE FEET OF PAVEMENT SURFACE PLACED. FINAL ACCEPTANCE. ACCEPTANCE OF THE FINISHED PRODUCT WILL BE BASED ON: 1. ACCEPTABLE IN-PLACE DENSITY GAUGE READINGS AT EACH TEST LOCATION WILL BE BETWEEN 95% AND 105% OF THE PTD. 2. A VISUAL EVALUATION OF THE PAVEMENT SURFACE. 3. POROSITY TEST. ALLOW A MINIMUM OF 24 HOURS AFTER COMPLETION OF THE TOP COURSE, BEFORE TESTING. PERFORM A POROSITY TEST AT 3 LOCATIONS CHOSEN BY THE ENGINEER -IN -CHARGE. AT EACH LOCATION, TEST THE POROSITY FOR A MINIMUM OF 3 MINUTES. THE TEST IS ACCOMPLISHED BY APPLYING CLEAN WATER AT THE RATE OF AT LEAST 5 GAL/MIN OVER THE SURFACE, USING A HOSE OR OTHER DISTRIBUTION DEVICE. WATER USED FOR THE TEST SHALL BE CLEAN, FREE FROM SUSPENDED SOLIDS AND DELETERIOUS MATERIALS AND WILL BE PROVIDED AT NO ADDITIONAL COST. ALL APPLIED WATER SHALL INFILTRATE THE TEST PANEL DIRECTLY, WITHOUT PUDDLE FORMATION OR SURFACE RUNOFF, AND SHALL BE OBSERVED BY THE ENGINEER -IN -CHARGE 18" POROUS PAVEMENT DO NOT SEAL OR SAND PARKING AREA NYS SPDES PERMIT "NYR 10K___" MUST BE MAINTAINED IN ACCORDANCE WITH O&M PLAN DO NOT REMOVE OR ALTER USE 10"X12" SIGN FOR STORM PRACTICES SMALLER THAN 400 S.F. PROJECT ID (CONTACT ENGINEER PRIOR TO ORDERING SIGN FOR NO.) WHITE METAL SIGN WITH BLACK LETTERING. PLACE IN FIELD WITH GALVANIZED POST 24" MIN. ABOVE GROUND. TYPICAL POROUS PAVEMENT SIGNAGE NOT TO SCALE 1411 PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY SCALE: AS NOTED NOT FOR CONSTRUCTION SHEET TITLE: ROAD PROFILE AND DETAILS SHEET: 9 OF 1 1 WATER NOTES: 1) ALL PIPE MATERIALS AND APPURTENANCES ARE SUBJECT TO APPROVAL BY THE CITY OF SARATOGA SPRINGS. WATERWORKS TO BE CONSTRUCTED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL STANDARDS AND SPECIFICATIONS 2) THE CONTRACTOR SHALL VERIFY SIZE, TYPE HORIZONTAL AND VERTICAL LOCATION OF THE MAIN AT THE PROPOSED CONNECTION POINT(S) PRIOR TO CONSTRUCTION. CONFLICTS WITH OTHER UTILITIES TO BE CONSTRUCTED ARE TO BE AVOIDED. DISCREPANCIES OR CONFLICTS WITH EXISTING UTILITIES SHALL BE REPORTED TO THE CITY ENGINEER IMMEDIATELY. 3) CONNECTION TO EXISTING MAINS TO BE DONE USING A TAPPING VALVE AND SLEEVE TO ELIMINATE DISRUPTION OF SERVICE. 4) MINIMUM WATER MAIN DEPTH (TOP OF PIPE TO FINISH GRADE) SHALL BE 5-0" 5) ALL FILL BELOW WATER MAIN SHALL BE COMPACTED GRANULAR MATERIAL (MIN 95% MODIFIED PROCTOR TYP) 6) ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO PREVENT SETTLEMENT. TOP TRENCH WITH 12" MIN. APPROVED GRAVEL IN PAVED AREAS AND ALONG SIDE OF EXISTING ROAD FOR SHOULDER BASE. REPLACE DAMAGED PAVEMENTS WITH LIKE KIND AND LIKE THICKNESS. 7) WATER MAINS SHALL BE 8 INCH DIAMETER DUCTILE IRON (DIP) MIN. CLASS 52 WITH PUSH ON JOINTS. 8) WATER MAINS ARE TO BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS: C600 FOR DUCTILE IRON. 9) ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA STANDARD C602. 10) ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE ENCASED IN ACCORDANCE WITH AWWA C105 UNLESS TEST RESULTS PROVIDED BY THE CONTRACTOR INDICATE THE ABSENCE OF SEVERELY AGGRESSIVE SOILS. 11) ALL VALVES SHALL BE MUELLER SERIES 2361 AND OPEN RIGHT 12) ALL WATER PIPE AND APPURTENANCES SHALL BE EITHER NSF OR UL APPROVED FOR USE WITH POTABLE WATER AND SHALL BEAR THEIR RESPECTIVE SEAL. 13) ALL MATERIALS SHALL COMPLY WITH THE FOLLOWING: - D.I.P - AWWA C151/A21.51-02 - FITTINGS - AWWA C104/A21.4-03 - VALVES - AWWA C-500-02 - DRY HYDRANTS - AWWA C502-94 14) HYDRANTS SHALL BE LOCATED AT STREET INTERSECTIONS AND AT INTERMEDIATE POINTS AS INDICATED ON THE PLANS. CARE SHALL BE USED, WHEN LAYING MAINS, SO AS TO AVOID CREATING HIGH POINTS BETWEEN HYDRANTS. HYDRANTS TO BE LOCATED A MINIMUM OF 10 FEET FROM ALL SANITARY AND STORM SEWER. 15) MINIMUM SEPARATIONS BETWEEN WATER MAINS AND SANITARY AND STORM SEWERS ARE REQUIRED PER TEN STATE STANDARDS AT CROSSINGS, 18" MIN; WHERE PARALLEL, 10 FT. MIN. (MEASURED 0.D. TO 0.D.) WHERE MINIMUM SEPARATIONS CANNOT BE MAINTAINED: NEW SEWERS SHALL BE CONSTRUCTED OF MATERIALS AND WITH JOINTS EQUIVALENT TO WATER WORKS GRADE 150 PSI (1.0 MPA) PRESSURE RATED PIPE MEETING AWWA STANDARDS OR PIPE APPROVED BY THE REVIEWING AUTHORITY AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. WHERE SEWERS PRE-EXIST, THE WATER MAIN SHALL BE ENCASED IN A WATERTIGHT CARRIER PIPE (CONSTRUCTED OF WATER MAIN MATERIALS) AND EXTEND 10 FT. MIN ON BOTH SIDES OF SEWER BEING CROSSED OR TO A POINT WHERE LINES ARE SEPARATED 10 FT. 16) THRUST BLOCKING SHALL BE CAST -IN-PLACE CONCRETE AND SHALL BE SIZED AS PER THRUST BLOCK SCHEDULE. MECHANICAL RESTRAINTS MUST BE APPROVED BY THE WATER SUPERINTENDENT. 17) ALL NEW WATER MAINS ARE TO BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH AWWA STANDARDS: C600-17 SECT. 4 FOR DUCTILE IRON. RESULTS TO BE SUBMITTED TO WATER SUPERINTENDENT. MODIFICATIONS TO EXISTING MAINS SHALL BE DISINFECTED BY SWAB METHOD AND VISUALLY TESTED FOR LEAKS UNDER NORMAL WORKING PRESSURE PRIOR TO BACKFILL. 18) ALL WATER MAINS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH AWWA STANDARD C651-14 (SEE DISINFECTION PROCEDURE THIS SHEET) RESULTS TO BE SUBMITTED TO THE WATER SUPERINTENDENT. 19) CURB BOXES ARE TO BE INSTALLED SO THAT CAPS EXTEND ABOVE FINISHED GRADE 1" AND IDENTIFIED WITH 2x4 LUMBER MARKER IN GRASSY AREAS. IN PAVED AREAS, USE TWO PIECE CURB BOX CAP (W/PENTAGONAL PLUG) AND CAST IRON CURB BOX SLEEVE TO ALLOW ADJUSTMENT OF THE GROUND KEY LID (MUELLER H-10342 OR APPROVED EQUAL). 20) ALL WATER SERVICES SHALL BE METERED. METERS SHALL BE PROVIDED BY THE CITY OF SARATOGA SPRINGS AT THE DEVELOPERS COST. 20) IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE STRICTLY TO ALL RELEVANT NYS OSHA LABOR SAFETY STANDARDS INCLUDING, BUT NOT LIMITED TO, THOSE RELATING TO CONSTRUCTION SAFETY AND TRENCH SHORING. DISINFECTI❑N PROCEDURE DISINFECTION: ALL POTABLE WATER PIPE SHALL BE DISINFECTED AND BACTERIOLOGICALLY VERIFIED (TESTED) PRIOR TO USE IN ACCORDANCE WITH AWWA C651-14 AS FOLLOWS: DISINFECTION PROCEDURE: NEW MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE CURRENT AWWA STANDARD FOR DISINFECTING WATER MAINS, ANSI/AWWA C-651-14, SECTION 4.4, CONTINUOUS FEED, THE TABLET METHOD IS NOT PERMITTED BY NYSDOH AND SHALL NOT BE USED. SPRAY OR SWAB, PER PARAGRAPH 4.11.3.2, WHEN CUTTING INTO OR REPAIRING EXISTING MAINS. REQUIRED STEPS ARE: 1. WORK CLEAN: PREVENT CONTAMINATING MATERIALS FROM ENTERING THE WATER MAIN DURING STORAGE, CONSTRUCTION, OR REPAIR. 2. PREVENT BACKFLOW: PROTECT THE EXISTING DISTRIBUTION SYSTEM FROM ANY BACKFLOW CAUSED BY HYDROSTATIC PRESSURE TESTING AND DISINFECTION PROCEDURES. THE SUPPLY VALVE SHALL BE KEPT CLOSED AT ALL TIMES, EXCEPT DURING FLUSHING AND DISINFECTANT FEED OPERATIONS. 3. PRE -FLUSH: A. FILL THE WATER MAIN AND ELIMINATE ALL AIR POCKETS. B. FLUSH THE WATER MAIN AT A VELOCITY NOT LESS THAN 3.0 FT/SEC TO REMOVE PARTICULATES. 4. DOSE CHLORINE (CONTINUOUS METHOD): A. INSTALL A TEST TAP NOT MORE THAN 10 FT. DOWNSTREAM FROM THE BEGINNING OF THE NEW MAIN. B. TO WATER ENTERING THE NEW MAIN, FEED A DOSE OF CHLORINE AT A CONSTANT RATE SUCH THAT THE WATER SHALL HAVE A RESIDUAL NOT LESS THAN 25 MG/L OF FREE CHLORINE. VERIFY CHLORINE CONCENTRATIONS AT ALL HYDRANTS, TAPS, AND SERVICE LATERALS. DOSING SHALL CONTINUE UNTIL HEAVILY CHLORINATED WATER IS CONTINUOUS THROUGHOUT THE NEW MAIN AND ALL VALVES AND HYDRANTS HAVE BEEN OPERATED TO PROVIDE CHLORINE CONTACT. 5. CONTACT TIME: AFTER A 24-HOUR MINIMUM RETENTION PERIOD, THE TREATED WATER SHALL HAVE A RESIDUAL OF NOT LESS THAN 10 MG/L OF FREE CHLORINE. VERIFY CHLORINE CONCENTRATIONS AT ALL HYDRANTS, TAPS, AND SERVICE LATERALS. REPEAT STEP 4.B. IF RESIDUAL IS LESS THAN 10 MG/L. 6. FLUSH/ NEUTRALIZE: FLUSH THE HEAVILY CHLORINATED WATER FROM THE MAIN UNTIL A RESIDUAL OF NOT MORE THAN 1.0 MG/L REMAINS. APPLY A NEUTRALIZING CHEMICAL TO ELIMINATE THE RESIDUAL CHLORINE IF THERE IS ANY POSSIBILITY THAT HEAVILY CHLORINATED WATER DISCHARGE WILL CAUSE DAMAGE TO THE ENVIRONMENT. 7. BACTERIOLOGICAL VERIFICATION PER SECTION 5.1: TWO CONSECUTIVE SETS OF ACCEPTABLE SAMPLES, TAKEN FROM THE SAME SAMPLING SITES, A MINIMUM OF 16 HOURS APART, SHALL BE COLLECTED FROM THE NEW WORKS AS FOLLOWS: ONE SET PER 1200 LF OF NEW MAIN PLUS ONE SET FROM THE END -OF -THE -LINE AND ONE SET FROM EACH BRANCH -AT A MINIMUM. EACH SAMPLE SHALL BE TESTED FOR BOTH HPC (HETEROTROPHIC PLATE COUNT) AND TOTAL COLIFORM (TC). THE HPC TEST IS WAIVED FOR THE REPEAT SAMPLES IF THE INITIAL RESULTS ARE LESS THAN 500 CFU/ml. WHEN HPC RESULTS EXCEED 500 CFU/ml, THE WORKS SHALL BE FLUSHED AND SAMPLED UNTIL NO COLIFORM ARE PRESENT AND THE HPC IS LESS THAN 500 CFU/ml. IF REPEAT SAMPLES FAIL, THE MAIN SHALL BE RECHLORINATED, FLUSHED AND SAMPLED UNTIL SATISFACTORY RESULTS ARE OBTAINED. ALL TEST RESULTS SHALL BE FURNISHED TO THE ENGINEER. SARATOGA STD. MUELLER SUPER CENTURION A-423 WITH 4" STORZ CONNECTION (SEE NOTE 2) BREAK FLANGE LOWEST PART OF BOLTS TO BE//\•//, A MIN. 1-1/2" %/\//,//,//,//„ ABOVE F.G. AND A MAX. 8" ABOVE F.G. HYDRANTS SHALL HAVE A MINIMUM CLEARANCE OF 3'0" FROM BOLLARDS, WALLS, UTILITY POLES AND OTHER OBSTRUCTIONS. POLYETHELENE OR BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A DRAIN • W CONCRETE THRUST BLOCK. 3,000 p.s.i. • (NOT REQ'D IF R.G. OR TIE RODS ARE //\\ USED) NOTES: 1.) MAINS SHALL BE CLASS 52 DIP AND NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. 2.) HYDRANTS SHALL BE MUELLER SUPER CENTURION A-423. THEY SHALL MEET THE STANDARDS OF THE MUELLER "SARATOGA HYDRANT" HAVING 5-1/4 INCH VALVE OPENING, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS AND ONE 4 INCH STORTZ QUICK -RELEASE CONNECTION. ALL HYDRANTS SHALL HAVE SIX INCH MECHANICAL JOINT INLET CONNECTIONS, A 7/8 INCH SQUARE SHAPED OPERATING NUT - OPEN RIGHT. ALL HYDRANTS SHALL MEET ALL AWWA SPECIFICATIONS FOR 150 PSI WORKING PRESSURE AND 300 PSI TEST PRESSURE. 3.) ALL VALVES SHALL BE MUELLER MECHANICAL JOINT, RESILIENT WEDGE GATE VALVES AS PER AWWA REQUIREMENTS FOR A 250 PSI WORKING PRESSURE, NON -RISING STEM, WITH A 2" SQUARE OPERATING NUT - OPEN RIGHT "SARATOGA STANDARD" WITH A CAST ARROW TO INDICATE DIRECTION OF OPENING. 4.) PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC, FIRE/SPRINKLER AND OTHER PRIVATE FEEDS. 4'-6" MIN. 2'-6" MIN. PREFFERED PREFERRED AS FAR AS POSSIBLE 2'-6" PREFERRED 90° ( /4) BEND AS CLOSE AS POSSIBLE -FLUSH WITH PAVEMENT OR 1" REVEAL IN TURF AREAS 1'-6" MIN. _ 5'-0" MAX. 1 f),. m 11-1/4° (1/32) BEND PIPE SIZE INCHES z � 6 4 - CURB AREA SQ FT. TRENCH OR BURY AS REQ'D. AREA SQ FT. • FINISHED GRADE AREA SQ FT. DIMENSIONS i DIMENSIONS D x L D x L D x L ':O•o6.o'••° •S•0oU°d°A . D x L 6 O V,7, 1.5 x 2.5 j\\�\/\/\/\/\/\/\/ Z /, 2.0 x 2.5 \/\/\/\/\/\< z./////////// 6" M.J. R.W. GATE VALVE (SARATOGA STD. - MUELLER AWWA 0509) (SEE NOTE o a > o 3) VALVE BOX (TELESCOPIC 0 I PATTERN) 3/4" TIE -ROD FOR THRUST RESTRAINT (ONE EACH SIDE) OR RETAINER GLAND 0.6 0.5 x 1.5 A.O.B.E. TIE ROD -Till j( 2.0 x 3.0 8.0 SEE DETAIL W-4 I'I�IiI� BEDDING, PIPE ZONE BACKFILL TYPICAL TO TRENCH DETAIL REQ'D. 11 jo M.J CONCRETE THRUST ANCHORING BLOCK. 3,000 p.s.i. TEE (TYP.) PAINT SCHEDULE: SIZE OF MAIN COLOR OF BONNET AND CONNECTOR COVERS 4" RED 6" BLUE 8" GREEN, FOREST 10" BROWN 12" GRAY, BATTLESHIP 14" GREEN, LIGHT 16" ORANGE 20" BLACK 24" YELLOW MAIN COLOR OF BARREL YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW YELLOW VALVED TO INSURE THAT WATER FLOW IS THRUST BLOCK GRADE FABRIC FABRIC ,4411101 toe 0 oV 40, SECTION A -A 1 s\\ \ 401 w PLAN(TYP.) NOTES: 1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. 2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK UNDISTURBED SOIL \T \j/\ j//\ // /<//\ \ 2 TYPICAL THRUST BLOCKS - CITY DETAIL W-5 FIRE HYDRANT INSTALLTION - CITY DETAIL W-1 0 1n NOT TO SCALE ROADWAY CURB CORPORATION STOP WITH COMPRESSION FITTING MUELLER H-15008 3/4" OR 1" - SIZE AS REQUIRED WATER MAIN VIP 45° TREE BELT SEE NOTE S z 0 1n 3/4" OR 1" COPPER TUBING (TYPE K) (SIZE AS REQUIRED) FINISHED GRADE SIDEWALK CURB BOX MUELLER 5'6" ± MODEL H-10314 (IN TURF) MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CURB STOP MUELLER ORISEAL MODEL H-15209 COMPRESSION MODEL H-15219 (W/ DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) TEMPORARY CAP OR PLUG (AS NECESSARY) 3/4" MIN. SIZE TYPE K COPPER PIPE OR SIZE AS REQUIRED SOLID CONC. BEARING BLOCK OR C.I. FOOT NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. FINISHED GRADE WATER SERVICE - CITY DETAIL W-2 NOT TO SCALE 2-6 > CLEAR OP'NING 0 8�(49 00 0 8g ° 0 00 °08o°co °p0000 0. °°�f CONE q'coo° e EXTENSION(S) \\%//% 8 /�/j� CONE '0 0 jvj\j SECTION j\\�/ 84 * AS REQ'D TO ADJUST TO FINISHED GRADE. USE PRECAST UNITS REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 NOTES: 1.) 2.) 0 RISER LLI SECTION BOTTOM SECTION \\\/\\\%X FOR SANITARY MANHOLE, JOINTS \\\/\\ �d eL\/%\ BUTYL SEALED - INDUSTRY STD. \ j/\\" 12" 0. C. \j\�/j� OR A.O.B.E. CL L I e•< 4'-0" I.D. MIN. > e 2" P�OoT e e „ o • o/\/\ 4000 PSI CONCRETE BENCHWALL FOR jam//jam/, ' °" , " L 0 1 e �' SANITARY MANHOLE AND STORM MANHOLE \�' : a • " •®" • ® . ® ° ® A.O.B.E. (SEE DETAIL SA -4) \\j\�\ j�//�jA/ . 8"-12" CRUSHED STONE - #1 OR #2 \///\/\//\//°08'0 opt °p o °o ° o �gR� °o o►�' $`0�,j 66o00o0,, ,/\\\ NOMINAL SIZE OR GRADATION A.O.B.E. 0.%i\//i�//i�//i�//i�//A / °0o0 ° 0° o Cie a v`p 0 08, o 0o 0°0 o o o 0 o' /i\%\/ , /////&/*////�\ / SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. LI co N CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL,TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES oo° o as qs omAS REQUIRED(FRAME TO BE SET PARALLEL TO o,°0o°°(43 oma �'g PAVEMENT ANDCROSS AND FLUSH/4 LONGITUDINALSLOPESPEOF BELOW E.G.) .%°0 ° „ e \\\\ \ j\\/ y PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20"(MAX.) NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - 4,000 p.s.i. AT 28 DAYS, AIR - ENTRAINED FOR SANITARY MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO.0-923 (SHOP DRAWINGS REQ'D) CIRCUMFERENTIAL REINFORCEMENT 0.12 sq. in. PER LIN. FT. MIN. SIZE AND LOCATION OF PIPES AS SPECIFIED UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. NOT TO SCALE z 0 IC) NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. FINISHED GRADE FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) SEE NOTES WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER SEE NOTES NOTES: 1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS -7 FOR OTHER CONCRETE SPECIFICATIONS. 2. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT 3. CONCRETE NOT TO OVERLAP ANY JOINT. REQUIRED. 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: Vt=LD(W+I.D.)-I.D. 81 WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' 8. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS 3 THRUST BLOCK NOTES - CITY DETAIL W-6 5 UTILITY SEPARATIONS - CITY DETAIL W-7 SAWCUT LINE - SEE DETAIL SS -6 SEE PAVEMENT SECTION DETAIL SS -5 ORIGINAL ASPHALT WEARING COURSE(S) BASE COURSE (SEE NOTE 3) SUBBASE COURSE (SEE NOTE 4) PAVEMENT STRUCTURAL SECTION A.O.B.E. ORIGINAL SUBBASE COURSE NOTES: NOT TO SCALE 12" `ic]47s.• m� OUTSIDE CROWN PIPE SPRINGLINE BOTTOM O.D. VARIES I VARIES 1. STREET OPENING PERMIT IS REQUIRED 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. TRENCH WALLS LAID BACK PER OSHA REQ'MTS OR SHEETING A.O.B.E. 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. 1-1/2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 SIEVE. OR NATIVE MATERIAL, A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE 1-3/4" SIEVE 3/4" SIEVE - 1 /4" SIEVE - #40 SIEVE - #100 SIEVE - - PASS 100% BY WEIGHT - PASS 95-100% BY WEIGHT PASS 60-75% PASS 25-45% PASS 10-25% PASS 3-12% 4. SUBBASE COURSE FOR PAVEMENT: N.Y.S. DOT STD. 304, TYPE 2. CONFORM TO PIPE TRENCH SECTION - CITY DETAIL SS -6A 8 PRECAST CONCRETE MANHOLE - CITY DETAIL SA -2 NOT TO SCALE NOT TO SCALE COVERED/PERFORATED VENT OUTLET 4" CLEANOUT PLUG 4"(MIN.) 3"(MIN.) FINAL GRADE IF NO INSIDE CLEANOUT: 4" WITH RISER TO GRADE CONNECTION TO PUBLIC SEWER a2% (1/4 INCH/FT) (MIN. SLOPE) (SEE DETAIL SA -3) IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) COMBINATION "Y" AND 1 8 BEND APPROVED SLEEVE THROUGH FOUNDATION WALL R.O.W. LINE 6" BUILDING SEWER(TYP.) • 5' 2'(MAX.) (PLUS BACKWATER VALVE) 4" CLEANOUT PLUG(S) U� IF REQUIRED: APPROVED BACKWATER VALVE WITH CLEANOUT FOUNDATION WALL BASEMENT FLOOR 4'(MAX.) d BUILDING DRAIN. IF REQUIRED (SEE NOTE): DOUBLE HAND HOLE BUILDING TRAP, OR RUNNING TRAP 1-111111I-111111 <, E a FOOTING ITfI�ITf F • 4" BUILDING DRAIN(TYP.) -1111111-1111111-1111111-I[ NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. BUILDING TRAPS. REFER TO THE EXISTING SEWER MAIN: TAPPING SADDLE TO BE APPROVED BY D.P.W. NEW SEWER MAIN CONSTRUCTION: 45° OR 60° WYE OR TEE/WYE TO BE APPROVED BY D.P.W. 9 BUILDING DRAIN LAYOUT - CITY DETAIL SA -7 NOT TO SCALE SEWER MAIN NOT TO SCALE NOTES: PER COVER SADDLE BOLTS WITH PLASTIC FILM PRIOR TO POURING CONCRETE * CONTRACTOR TO CONFIRM THE EXACT SIZE AND TYPE OF WATER MAIN PRIOR TO ORDERING MATERIALS. TAPPING VALVE 7 MUELLER 2361 OPEN RIGHT AS APPROVED BY CITY OF SARATOGA SPRINGS ALL STAINLESS STEEL TAPPING SADDLE MODEL AS PER CITY OF SARATOGA SPRINGS POURED -IN-PLACE THRUST BLOCK TO UNDISTURBED EARTH SIZED PER THRUST BLOCK TABLE TAPPING SADDLE AND VALVE NOT TO SCALE ADAPTOR FITTING IF REQ'D 45' OR 30' BEND AS REQ'D END CAP FOR FUTURE CONNECTION SA\ITAY SEWED BUILDING SEWER LATERAL 6" MIN. SDR 35 PVC SERVICE - PLA\ CITY PROPERTY PROPERTY LINE, R.O.W. OR EASEMENT LIMIT 2"x 4" x 24" PRESSURE TREATED SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED SURVEY RIBBON FOR EASY IDENTIFICATION LATERAL ON PRIVATE PROPERTY - MIN. SCH. 40 PVC PRIVATE PROPERTY FINISHED GRADE 45' OR 30' BEND AS REQ'D 3"± REVEAL 0 F X SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX. • /:\\X\//17, / //\ // ; '\\ '///‘ SA\ITAY SEWED SERVICE - SECTIO\ N.T.S. 2"x 4"x 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE NOTES: 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. N.T.S. �o SANITARY SEWER SERVICE - CITY DETAIL SA -3 NOT TO SCALE i i TEE 90° ( /4) BEND 45° ( /8) BEND 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ FT. DIMENSIONS AREA SQ FT. DIMENSIONS AREA SQ FT. DIMENSIONS AREA SQ FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L D x L D x L 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 8 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6.8 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 3 THRUST BLOCK NOTES - CITY DETAIL W-6 5 UTILITY SEPARATIONS - CITY DETAIL W-7 SAWCUT LINE - SEE DETAIL SS -6 SEE PAVEMENT SECTION DETAIL SS -5 ORIGINAL ASPHALT WEARING COURSE(S) BASE COURSE (SEE NOTE 3) SUBBASE COURSE (SEE NOTE 4) PAVEMENT STRUCTURAL SECTION A.O.B.E. ORIGINAL SUBBASE COURSE NOTES: NOT TO SCALE 12" `ic]47s.• m� OUTSIDE CROWN PIPE SPRINGLINE BOTTOM O.D. VARIES I VARIES 1. STREET OPENING PERMIT IS REQUIRED 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. TRENCH WALLS LAID BACK PER OSHA REQ'MTS OR SHEETING A.O.B.E. 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. 1-1/2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 SIEVE. OR NATIVE MATERIAL, A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE 1-3/4" SIEVE 3/4" SIEVE - 1 /4" SIEVE - #40 SIEVE - #100 SIEVE - - PASS 100% BY WEIGHT - PASS 95-100% BY WEIGHT PASS 60-75% PASS 25-45% PASS 10-25% PASS 3-12% 4. SUBBASE COURSE FOR PAVEMENT: N.Y.S. DOT STD. 304, TYPE 2. CONFORM TO PIPE TRENCH SECTION - CITY DETAIL SS -6A 8 PRECAST CONCRETE MANHOLE - CITY DETAIL SA -2 NOT TO SCALE NOT TO SCALE COVERED/PERFORATED VENT OUTLET 4" CLEANOUT PLUG 4"(MIN.) 3"(MIN.) FINAL GRADE IF NO INSIDE CLEANOUT: 4" WITH RISER TO GRADE CONNECTION TO PUBLIC SEWER a2% (1/4 INCH/FT) (MIN. SLOPE) (SEE DETAIL SA -3) IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) COMBINATION "Y" AND 1 8 BEND APPROVED SLEEVE THROUGH FOUNDATION WALL R.O.W. LINE 6" BUILDING SEWER(TYP.) • 5' 2'(MAX.) (PLUS BACKWATER VALVE) 4" CLEANOUT PLUG(S) U� IF REQUIRED: APPROVED BACKWATER VALVE WITH CLEANOUT FOUNDATION WALL BASEMENT FLOOR 4'(MAX.) d BUILDING DRAIN. IF REQUIRED (SEE NOTE): DOUBLE HAND HOLE BUILDING TRAP, OR RUNNING TRAP 1-111111I-111111 <, E a FOOTING ITfI�ITf F • 4" BUILDING DRAIN(TYP.) -1111111-1111111-1111111-I[ NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. BUILDING TRAPS. REFER TO THE EXISTING SEWER MAIN: TAPPING SADDLE TO BE APPROVED BY D.P.W. NEW SEWER MAIN CONSTRUCTION: 45° OR 60° WYE OR TEE/WYE TO BE APPROVED BY D.P.W. 9 BUILDING DRAIN LAYOUT - CITY DETAIL SA -7 NOT TO SCALE SEWER MAIN NOT TO SCALE NOTES: PER COVER SADDLE BOLTS WITH PLASTIC FILM PRIOR TO POURING CONCRETE * CONTRACTOR TO CONFIRM THE EXACT SIZE AND TYPE OF WATER MAIN PRIOR TO ORDERING MATERIALS. TAPPING VALVE 7 MUELLER 2361 OPEN RIGHT AS APPROVED BY CITY OF SARATOGA SPRINGS ALL STAINLESS STEEL TAPPING SADDLE MODEL AS PER CITY OF SARATOGA SPRINGS POURED -IN-PLACE THRUST BLOCK TO UNDISTURBED EARTH SIZED PER THRUST BLOCK TABLE TAPPING SADDLE AND VALVE NOT TO SCALE ADAPTOR FITTING IF REQ'D 45' OR 30' BEND AS REQ'D END CAP FOR FUTURE CONNECTION SA\ITAY SEWED BUILDING SEWER LATERAL 6" MIN. SDR 35 PVC SERVICE - PLA\ CITY PROPERTY PROPERTY LINE, R.O.W. OR EASEMENT LIMIT 2"x 4" x 24" PRESSURE TREATED SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED SURVEY RIBBON FOR EASY IDENTIFICATION LATERAL ON PRIVATE PROPERTY - MIN. SCH. 40 PVC PRIVATE PROPERTY FINISHED GRADE 45' OR 30' BEND AS REQ'D 3"± REVEAL 0 F X SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX. • /:\\X\//17, / //\ // ; '\\ '///‘ SA\ITAY SEWED SERVICE - SECTIO\ N.T.S. 2"x 4"x 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE NOTES: 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. N.T.S. �o SANITARY SEWER SERVICE - CITY DETAIL SA -3 NOT TO SCALE i i PROPOSED TOWN HOUSE DEVELOPMENT BALLSTON AVE PARTNERS, LLC BALLSTON AVE TAX MAP ID CITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULA DONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY SCALE: AS NOTED NOT FOR CONSTRUCTION SHEET TITLE: UTILITY DETAILS SHEET: 10 OF 1 1 ALL BACKFILL MATERIAL TO BE PLACED IN 8" LIFTS AND BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITY, (ASTM D1557), FREE FROM DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL. SELECTED GRANULAR FILL TO BE PLACED UNDER PAVEMENT HEAVY DUTY FRAME AND GRATE - CAMPBELL NO. 2816B OR APPROVED EUAL (BICYCLE -SAFE) FRAME TO BE MORTARED TO TOP OF CATCH BASIN #4 BAR © 6" O.C. EACH WAY WITH ADDITIONAL #4'S AROUND OPENING TRENCH SLOPES ARE GIVEN FOR 3 MAX. PAYMENT LIMITS ONLY FOR OPEN CUT AND ARE NOT INTENDED TO REPRESENT STABLE SLOPES UNDER FIELD CONDITIONS. SELECTED GRANULAR FILL PLACED IN 6" LIFTS AND MECHANICALLY TAMPED OR A.O.B.E. SEE NOTES 1&2. NOTE: CONTRACTORS MUST COMPLY WITH ALL LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. (OSHA & N.Y.S. D.O.T.) NOT INTENDED TO REPRESENT A SAFE SLOPE INSTALL DUCTILE IRON DROP IN GRATE BY NYLOPLAST OR EQUAL STORM SEWER PIPE TO BE MORTARED IN PLACE CRUSHED STONE OR SELECT GRANULAR MATERIAL AS ORDERED BY ENGINEER (MECHANICALLY COMPACTED) OR A.O.B.E. SEE NOTE 2. FOR UNSTABLE TRENCH BOTTOM USE ADDITIONAL DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM FOUNDATION.(FOR PIPES THAT CONNECT TO DRYWELLS USE SELECT GRANULAR FILL, IF STONE IS USED THE STONE SHALL BE WRAPPED IN FABRIC ALONG ENTIRE LENGTH OF PIPE. 6" MIN. FOR PIPE 12" DIA. AND SMALLER 12" MIN. FOR PIPE 14" DIA. AND LARGER THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 8"X8" INLINE DRAIN ADAPTER BY NYLOPLAST OR EQUAL 8" ADS N-12 SOLID STAND PIPE (LENGTH AS NECESSARY) *12" MIN. SUMP REQUIRED B -B' 8"-12" TYPE 2 CRUSHED STONE ON UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. 1) NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED IF APPROVED BY THE ENGINEER. 2) CRUSHED STONE NOT TO EXCEED #2 IN SIZE. GRANULAR FILL TO MEET THE FOLLOWING REQUIREMENTS: 0% IN EXCESS OF 2" 0%-70% PASSING #40 SIEVE 0%-12% PASSING #200 SIEVE 3) GRANULAR HAUNCHING SHALL BE MECHANICALLY COMPACTED TO SPRING -LINE OF PIPE NOTES: 1.) SHOP DRAWING REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE CITY ENGINEER. 2.) ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. CONCRETE - 4000 PSI @ 28 DAYS MIN. REINFORCMENT - 6x6 - 10/10 WWM ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A NON -WOVEN GEO-TEXTILE ENVELOPE (FABRIC EQUIVALENT TO AMOCO 4545) PRECAST CATCH BASIN - CITY DETAIL ST -4 NOTES: 1. ALL DRYWELLS SHALL BE 8' DIAMETER DRYWELLS BY FORT MILLER OR APPROVED EQUAL WITH 4,000 PSI CONCRETE. 2. HOLE SHALL BE TAPERED WITH 84 MINIMUM HOLES PER 4' SECTION. TOP OF STONE ELEV=312.50 CENTER OF STONE TRENCH TO BE SLIGHTLY DEPRESSED 6" PVC SDR -35 PERFORATED PIPE INV ELEV= 311.50 WRAP OUTSIDE OF FIRST DRYWELL WITH NON -WOVEN GEOTEXILE FABRIC SUCH AS MIRAFI 160N OR APPROVED EQUAL STANDARD HEAVY DUTY CAST IRON FRAMES & COVERS, NO. R-1556 BY NEENAH FOUNDARY CO. OR APPROVED EQUAL. WORD "STORM" CAST IN COVER (TYPICAL) 6" THICK PRECAST CONCRETE TOP SLAB (TYPICAL) TOPSOIL AND GRASS SEED OVER DRYWELLS FABRIC TO EXTEND OVER TOP OF SLAB (TYPICAL) TF=320.0 USE 24" ROUND I.D. GRADE RINGS SEAL ALL GRADE EXTENSION JOINTS, INCLUDING TOP SLAB AND C.I. FRAME WITH i" MIN THICKNESS CEMENTITIOUS STRUCTURAL CONCRETE (8,000 PSI MIN) SUCH AS S300 BY FIVE STAR PRODUCTS, INC (OR APPROVED EQUAL) WRAP BOTTOM AND SIDES OF STONE WITH NON -WOVEN GEOTEXTILE SUCH AS MIRAFI 160N OR EQUAL I I I I I=1 111111111 ISI 11 I I I 1 I I III I III Ilk I I I WRAP STONE (ON ALL SIDES) WITH NON -WOVEN GEOTEXILE FABRIC SUCH AS MIRAFI 160N OR APPROVED EQUAL I/ •••- \ 0tO N it 11°14 • ... I gA 6:64.11.00-104"4"7"'4 \NS„. (-..4 T 24 N 3ALLSTON AVE TAX MAP ID DITY OF SARATOGA SPRINGS 178.26-1-39,178.26-1-40, SARATOGA COUNTY, NEW YORK 178.26-1-46 DRAWN BY XXX CHECK BY XXX EDP PROJECT NUMBER XXX THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER 774E DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULA DONS AND IS A CLASS "A MISDEMEANOR. REVISION DATE BY SCALE: AS NOTED NOT FOR CONSTRUCTION SHEET TITLE: STORMWATER DETAILS SHEET: 11 OF 11