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HomeMy WebLinkAbout20220339 120 S. Broadway Site Plan Site Plan & Other Plans LO Saratoga Hospital h N o CL f][im J MULTI—FAMILY LAYOUT FOR sT NF �N S a r a i C7 Cl.m Z CA AEG° S7. p.r.1 f'i g Z ACE S S fCfV�Er3eo�iri 5t Sr ENS° ✓ P MAVISTIRE O N a DISTRICT @ 120 ��0� ADELPy� 5 7 d w T MIDAS 0 Vv � P \ r .CON ORD \ O Po Ls FS:'1 �QP o 120 SOUTH BROADWAY MONLE Q� UFFLER '^ N -f RO I� � � - �'� �/(7 PAN2A'S ��s LL I N I L C1 iI "� ST GCEMETERYE O y/�1/ N SITE NILTON GARDEN INN SITE S rings, N�.. CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK P LL M ,17 J_ ANNE'S N WASHINGTON INN IRONDACK TRUS I..L COMPANY Qv O�Q�G O LQ w FENLON ST J Q o r o FURLONG ST W Cfpv KARNER ( - FT BLUE FIELD m Z APPLICANT/ OWNER: °R HORSESHOE r NATIONAL MUSUEM OF H DANCE&HALL OF FAMEco Q m vJ OCRESCENT ST Q V STRAT G1 S LLC, PER ORMING ASS TS J z SITE LOCATION MAP SITE VICINITY MAP Q CC SCALE: 1" = 2000' SCALE: 1" = 400' G LL1 z0 p o w N ,L O� � �n o r SITE STATISTICS SHEET INDEX : - w } (D } z EXISTING ZONING T-5 TRANSECT ZONE 5 SHEET w }z w NEIGHBORHOOD CENTER NUMBER SHEET TITLE � � z Q `� } Q PARCEL AREA 2.64f ACRES -- -- - - _ - - -- _ 1 COVER SHEET Q z — — O W Q O MAXIMUM BUILDING HEIGHT 50' - - - r� = — 2 EXISTING CONDITIONS AND SURVEY MAP MINIMUM BUILDING STORIES 2 `� '` < `,xA _ c 3 REMOVALS PLAN !LL Fm CO CD CO O MIN. % BUILD OUT ALONG FRONTAGE 70% SITE PLAN.. , - . -- BUILDING SETBACK 5 GRADING PLAN Qcn FRONT YARD 0' MIN. TO 12' MAX. a. CHECK BY DBR W.,= - - - _ �� - G UTILITY PLAN DRAWN BY DBR ' ' f f i ,, nx{yx� F - I EDP PROJECT NUMBER 1 74264 "•a _ , - - - �1 LA N T I N G P LAN THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, SIDE YARD 0' MIN. 1 �' � - t. _ - - - � `- � � � _ — UNLESS DON UNDER THE EC SUPERVIS N O A — — _. Jm�� i;" COMPARABLE EPROFESS/ONAL, DIRECT ENGINEER/O FOR OF r � � � 7 P " •. -'" a' � _ — -_ ,- 04. ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE _ - EROSION S I O N AND D SEDIMENT D I M E N T CONTROL PLAN ARCHITECT OR SURVEYOR FORA SURVEYOR, /S A VIOLATION _ ---' - -' ; t7f' OF THE NEW YORK STATE EDUCATION LAW AND/OR REAR YARD 2 0' MIN. p' l _ __ -� —' REGULATIONS AND/S A CLASS "A" MISDEMEANOR. _ � -� �T _ }� 8 E N `',, •, REVISION DATE BY PROPOSED No. OF UNITS 58 MULTI—FAMILY - � y�f; l' -�-=-- n { -� 9 SITE DETAILS PROPOSED No. OF BUILDINGS 5 - �i � - - '� 10 SITE DETAILS PROPOSED PARKING 20 SPACES (INTERIOR) 11 SITE DETAILS 73 SPACES (EXTERIOR) R i TOTAL 93 SPACES 12 SITE DETAILS x' STORMWATER MANAGEMENT ONSITE AND OFFSITE -y ' '� WATER AND SANITARY PROVISIONS MUNICIPAL CONNECTION SNOW STORAGE OFFSITE GARBAGE COLLECTION FOR ENTIRE SITE WILL BE COORDINATED D. BRIEN RAGONE TO BE ON THE SAME DAY L.A. #002135 N V C) O N O 7 a Q 3 00 CIDI 0 CD UI 0 0 CID NYSDEC CONSTRUCTION CERTIFICATION NOTE: SCALE: W THE CONSTRUCTION OF THE SANITARY SEWERS DEPICTED ON THESE PLANS SHALL BE UNDER THE AS NOTED SUPERVISION OF A PERSON OR FIRM QUALIFIED TO PRACTICE PROFESSIONAL ENGINEERING IN THE STATE OF NEW YORK UNDER THE EDUCATION LAW OF THE STATE OF NEW YORK. WITHIN THIRTY (30) o DAY FOLLOWING THE COMPLETION OF THEE CONSTRUCTION THE ENGINEER SHALL CERTIFY TO THE °' DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO THE OWNER THAT THE CONSTRUCTED NOT FOR FACILITIES BEENCOMPLETED AINE ACCORDANCE TWITHT ED THE APPROVED ENGINEERING REPORT ANDUNDER THE SUPERVISION AND THER PLANS.HASFULLY PROJECT CONSTRUCTION 7 DEVELOPER MUST RECEIVE WRITTEN ACCEPTANCE OF SUCH CERTIFICATION FROM THE DEPARTMENT o PRIOR TO PLACING THE FACILITIES IN SERVICE. RECORD OF SUBMITTALS DATE BY PB# 2019 0319 SUBMISSION OF FORMAL SITE PLAN TO THE PLANNING BOARD 04/14/2022 XXX SHEET TITLE: o 4-7 CITY OF SARATOGA SPRINGS NOTES: Approved by the Saratoga Springs Planning Board under authority of a resolution o 1. IN THE EVENT THAT THE APPLICANT DEFAULTS, THE CITY SHALL POSSESS A LICENSE AND BE ENTITLED TO ENTER 6. CONTACT THE BUILDING INSPECTOR FORA BLASTING PERMIT, IF BLASTING IS REQUIRED. COVER SHEETa UPON THE APPLICANT'S PROPERTY AND COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE SITE PLAN APPROVAL. adopted 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY 2. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES RULES AND WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. PLANS PREPARED BY • m __6 REGULATIONS. Chairperson: Date 8. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SHEET: 3. THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT OF WAY. 1 �� a DATUM, 1929. 9. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE APPLICANT: OWNER: L Dl�IG� m 4. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY WITH THE APPROVED PLANS; AND AN "AS-BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE STEPHEN P. ETHIER STRATEGIES, LLC PERFORMING ASSETS / \ E2 THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. REQUIREMENTS OF THE CITY ENGINEER. 10 EAST HARRISON ST. 10 EAST HARRISON ST. / �R LP. 1 Of 12 CD / 5. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY 10. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY SARATOGA SPRINGS, NY SARATOGA SPRINGS, NY if nPark, NewYork�20 10 O 5 CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. ed t.c m < THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 12866 12866 LEGEND: / �� / SUR VE Y NO TES: Ln AC denotes Air Conditioner ti N u BIBF denotes Bent Iron Bar Found � j �� / ___ �� 1) Survey map os prepared for Stephen Ethier. CB denotes Catch Basin � A f'� ��� �� •- 2) No monumentotion set. CONC denotes Concrete �' DW denotes Dry Well r - - P - - 1 /� �� 3) All underground utilities, if any, not field located. DYL denotes Double Yellow Lines � EH denotes Electric Hondhole ° EOW denotes Edge of Woods � i i �� 4) This survey was prepared without the benefit of an up-to-date fi B E R M / �� LANDS N/F OF j obstroct of title and is made subject to whatever state of FF denotes Fished Floor Elevation FOCC denotes Foce of Concrete Curb L _ _ J i \ GREENRIDGE CEMETERY ASSOCIATION, INC. 1 facts such a document would reveal. FOGC denotes Foce of Granite Curb - - - BOOK 642 OF DEEDS AT PAGE 74 / 5) Planimetric features shown hereon is the result of Aerial FS denotes Flogstone l �� �� L _ _ _ J r - - \ i i Imagery recorded on December 17, 2021. Photogrommetric Z GSP denotes Gas Stand Pipe i i i A ' HDPE denotes Black Plastic Pipe analysis and analytical triangulation completed by Environmental �DN P e E R M Design Partnership, LLP. All mapping within the National Map HYD denotes Fire Hydrant / B E R M /� �� i' �� � � � � _ _ � � \ �� �� � Accuracy Standards as published by U.SG.S. Additional Field INV denotes Invert �- � �� i� � - - - / GRAVESTONES (TYPICAL) n n 1 �� /� n instrument survey completed on January 20, 2022 with o IRF denotes Iron Rod Found - A i v I JB denotes Junction Box �� '� �/� i approximately 8 inches of snow and ice cover. LA denotes Landscaped Area �� ��� In in / c LIPF denotes Leaning Iron Pipe Found c B M E T B R Y B E R M / �� � �� ❑ ❑ �� 6) Elevation datum: NGVD 1929 LP denotes Li ht Pole �� ��� / U 9 i� ` �" ❑ / / 7) Parcel three os listed in Deed reference No. 1 and os LSP denotes Landscape Pavers MC denotes Metal Cover __ _ _ _ _= p 000 GRAVESTONES (TYPICAL) -� ____ `� / / Y' shownhereon has no worronty conveyed to the title holder of /�/ CD N _ \ C E M E T E R Y �' /" the surveyed parcel of land. Said Parcel Three is described in o ILfi MH denotes Manhole -- -- N/F denotes Now of Formerly = = GRAVESTONES (TYPICAL) -- ---------- �" Warranty Deed conveying said lands to Monro Muffler Brake, Inc. O N as shown hereon. 6 _ N NG denotes National Grid Utility Pole � c 3 o-,c 3 ,� � ��,` RUBBLE DRIVE --------------- �,�" � co NM denotes Niagara Mohawk Utility Pole C 7 C 7 C C3 __ _ OLP denotes Ornomentol Lamp Post EOW -�335- EOW -----------_-_ __-_------ I OO It OHUL denotes Overhead Utility Lines BIBF 00 PVC denotes Plastic Pipe (0.3' EAST „ GRAVESTONES (TYPICAL) GRAVESTONES (TYPICAL) BOUNDARY CORNER SAN denotes Sanitor Sewer OF LINE) S25'50 00 W C ] C 3 C _ =_ = C 3= = = 400.00' FALLS IN 12" TREE 5' HIGH METAL RAIL FENCE J y 4' HIGH CHAIN LINK ENCE = C 3 = C 3 C ] C3 4' HIGH CHAT LINK FENC STM denotes Storm Sewer �� - - TF denotes To of Frame Elevation n TYP denotes Typicol p 334 lRF O Q UB denotes Utility Box O ���� �334 w O o D S 333 332 33� 330 4.3' < VCP denotes Vitrified Clay Pipe 330 � � W O �-335 I � 334� (THREADED) `} 3.5' HIGH MASONRY WALL VIBE denotes Vertical l-Beam Found SHED G\I X O 32g_ LAT PARCEL TWO 32 WFP denotes Wood Fence Post -^ 328 �330 -WALL SHED - a (DEED REFERENCE No. 1) 328 327 �� � FF=324.90 -[ F=325.15 323 SHEDIRE - - - - - - - - - - - - - - - - - - - - - - - - - CONC WALK - IT -325 - CONC WALK 325 E O DW TF=324.05 DW TF=324.15 �O C) DW TF=324.15 (TYP) DW TF=324.30 `�' M o FS PATIO BOTTOM=32o.55 BOTTOM=319.30 M O THE FOLLOWING TEST PITS WERE OBSERVED BY ENVIRONMENTAL DESIGN BOTTOM=321.55 BOTTOM=321.40 PARTNERSHIP, LLP ON MAY 7, 2021. 1I EAVE coNc coNc s I ASPHALT PAVEMENT p (TYP) CONC WALK (UNDER EAVE) V J rP#1- I \ 1 Q C 0" - 11" TOPSOIL, SOME ROOTS 4 FF=324.70 C I I I 11" - 48" LIGHT BROWN FINE SAND W z T VJ 48" - 72" LIGHT BROWN FINE SAND, SOME SILT WITH DEPTH o i o a O W W y g 'w Q Y NO SEASONAL HIGH GROUNDWATER OBSERVED m ° U)MOTEL BUILDING F- U TP# I (DL J Z 6' HIGH CONC WALK (UNDER EAVE) CONC WALK (UNDER EAVE) Lu g �_ CHAINLINK FENCE O w' W UB (LVL (TYP) I SIGN W N O LANDS N/F OF Il W 325 I CHARLES A. LOWELL _ O I '� m cn r cn O INSTRUMENT No. 2015016619 ASPHALT Q CB TF=323.95 CB TF=323.40 0 rn PAVEMENT O WA TER ASPHALT PAVEMENT BOTTOM=31 .80 CONC `J BOTTOM=314.35 PAD g UB DW TF=324.20 N Cl) v! W Z ? INA TER=316.40 IN I(E3B TF=324.10 0-(D BOTTOM-.3' \ a INV(W)=319�0 >- LL Z - - J Q LGJL 7' HIGH WOOD STOCKADE FENCE CONC PAD FOCC 0 0 0 0 0 0�N25°50'00"E LA I J 25,00' O MH IN _ Q Z -------------- O O CONCH O Q' GRAVEL SPRING 2 -W O O (V \� O w�K GI m V RISER a°oBcur AREA = 2.640E ACRES e�C� GAZEBO I GB LA � _ O Ld J Aq<rF�s ON BRICK// U I ' LLI IJ_co < O 32 w w --/ o covc m O DRILLED ---- O O L A W N WELL O W LA LLLL } O ~ -------- - m Y Y CB TF=323.30 y m Q W Q CB TF=323.65 BOTTOM=316.00 ASPHALT 3 3 BOTTOM=315.00 �' Q U PAVEMENT I I 2 2 ❑ MC FENCE O DRAWN BY DBR U U WFP O O V (TYP) U U II) CHECK BY DBR OLP 2� I EDP PROJECT NUMBER 174264 /O GB THE ALTERATION OF THESE DOCUMENTS /N ANY WAY, UNLESS DONE U VI UNDER THE DIRECT SUPERVISION OF A El OLP COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE CONC a LSP POOL DECK �- ARCH/TECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLAT/ON OF THE NEW YORK STATE EDUCATION LAW AND/OR w El 1 1 REGULATIONS AND/S A CLASS MISDEMEANOR. (TYP) I REVISION DATE BY LANDS N/F OF AG j ( j MONRO MUFFLER BRAKE, INC. GONG 2� i PAD rNj ❑I � BOOK 7640 OF DEEDS AT PAGE 396 LU A o ElI I z �C, 1:1 0 1 Q d W ti o ASPHALT CONC ASPHALT CONCRETE U z `�G PAVEMENT GRAVEL FILLED PAVEMENT SURFACE O ❑ m Q W Q I SWIMMING POOL �U w aoQ I OLP � I W ❑ ° I W LANDS N/F OF THE ADIRONDACK Q " TRUST COMPANY CB TF=323.45 ° M LI ❑ CB TF-323.10 BOTTOM=314.35 v J I BOOK 1160 OF DEEDS WATER=314.90 a AT PAGE 272 BOTTOM=314.25 Z O O NM ❑ 28/4 O I CU CU lLl OLP OLP Q 2 (U Q METAL 11 m 0 3 Z ❑ FENCE J U Q I CONC O I� z O_ 01 PAD VA SIGN U) 325- ELETION=366.6t ElL A N AG ❑ I D. BRIEN RAGONE ❑I o �C L.A. #002135 DEED REFERENCES: I / I I I � Ac / 1) TITLE SOURCE W / Grantor: Yong Brothers Trading, Inc. O CryP) \ o SHRUBS /) O q N SIGN ------------- -� � TOWER ELEVATION=384.9t WI Grontee: Performing Assets Strotegies, LLC < --7 Doted: January 72, 2016 ❑ CONC WALK _ __ ` CONC WALK H Recorded: January 12. 2016 -- - ------ --- FF-324.95 L w Instrument No. 20760071,34 I d O❑ ASPHALT WALK �2 N DW TF=324.30 - -------- LA Ul INV(NW)=317.3t / BOTTOM=316.40 Q / U VINYL FENCE O tJ;7, VINYL ARBORVITAE ROW SIGN BASE /�\ / WALK O ASPHALT FENCE _ -- / 0 L A W N SHRUBS L A W N I O PAVEMENT +, L A W N LA MAP REFERENCES: _ 2 12" �� 4� MH TF=324.05 1 _ I 07 1) Mop Entitled: "Mop of Portion of Former Morvin Estote" TREE 3 MH T =316.70 G MH TF=324.60 MH TF=322.45 Map Date: July 1926 NV(S)=316.75 /41 lNV(N)-315.55 �` COVER SEIZED o Prepared By: S.J. Mott, C.E. / CB TF=322.50 /NV(SW)=317.90 � ( ) SCALE: INV(S)-315.65 0 323 /NV(S)=318.30 /NV SW=319.52 GSP G Map Filed: Soroto o Count Clerk's Office INV W=316.45 CIRF ( )- _ August 2, 1926y ( ) - (TOMMELL) G INV(W)=318.00 /NV(W)=318.03 D Q STOP LINE 1 11 - 201 QJ Map No. EE-49 - ' " CONCRETE SIDEWALK ' CONCRETE SIDEWALK S ioRF N25 50 00 E C RETE SID WALK J75.00 CONCRETE SIDEWALK (99.6' CIRF TO lRF) I 12" PVC SAN TURN a 2) Saratoga County Real Property TOX Map 12" VCP SAN r 10" VCP SAN - - - - - - - _-_ - - - - - _ SIGN - - SAN 3 CONCRETE APRON '�- 10' PVC SAN - _-- d City Of SOYotogo Springs Onside District) D OLP . �) TREE v� NG 324 30 MPH NM 205 W/ Q NOT FOR Section 1 78.35 --- --- ____ OHUL �' NM 207 OLP OHUL 206 SIGN OHL/L RISER AND GUYS i Black 1 NM 208 °LB CONSTRUCTION FOCC Lot No. 6 III FOCC FOCC F6CE � z BENCHMARK: Q JB" HDPE STM \ 6x6 W/ JB O IN UP NM 208 2 5 HIGH) PB# 2019 0319 N U �322 DO SPIKE SET [n r� CONC CDELEVAnoN=323.Bo a DYL SHEET TITLE: J D YL d MEDIAN SOUTH BROAD WA I U.S. & N. Y S.I I-ROU TE 9 � �� MEDIAN EXISTING z cc// � O O D YL i OW DYL CB TF=324.30 CONDITIONS AND Pq 4 �? V(N) V ASPHALT PAVEMENT VA CB TF=323.50 lN =320.00 0) CB TF=324.00 /NV(S)=320.07 SURVEY MAP O 324 /N U(N)=319.1 7 /N V(SE)=319.55 i © 2022 BY ENVIRONMENTAL DESIGN FOCC INV(S)=319.25 O_ PARTNERSHIP, LLP, ALL RIGHTS RESERVED FOCC FOCC \r�/ FOCC N UNAUTHORIZED ALTERATION OR ADDITION TO CONCRETE APRON CONCRETE APRON 24" HDPE STM h'YDv Cf CI SHEET: o THIS MAP /S A VIOLATION OF SECT/ON 7209 °P - - - - - - °LP - - - - - - - - -°LP- - - - - - - - - - - - �/P - - - - - _ _ _ _ _ _ _ _ OLP Approved by the Saratoga Springs Planning Board under authority of a resolution SUBDIVISION 2 OF THE NEW PORK STATE v1 A.L.O. EXISTING WA TERMAIN i 0- CB TF=322.70 N EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY O INV(N)=314.40 i 2 /NV E=317.80 BENCHMARK: Q MAP NOT MARKED WITH THE LAND SURVEYOR'S ( )- NU AT HEAD OF ARROW adopted 2 of 12 EMBOSSED SEAL SHALL NOT BE CONSIDERED A p� lNU(W)=315.03 p VALID TRUE COPY. ON FIRE HYDRANT ELEVA TION=325.93 Q Chairperson: Date VA V �D Mason= ------------------- VON\` 'v S N. ) R RM N, ,\\wm\\a\\,; ..Val NVISMI N IMIN H WX NNIZ, p g, ..A��M\pg aw M I m M VAN r 'rAA VIA 'I ROOM _%VA MAN 4 - "F EA4 g"A M - --- Aw 4�14 A' 4' FA W� k 4 RAP PAEArVA ME I Oil Or XCAVA WE ,A Qk FAS �l pa m- \\\............ P&MONVA NO ;;�g;mww',i� W4 i W fAl Q�Q m iv,MITI WO t-11 I I M 101:fALTTj A 4 % !IPM! %-VA roll ME RON" 4 110, VAV 'F W IBM's A MA 1 I-SA MAW f A %4§, EAWA, VfA V VA SIR "F ' 'F "#AViCVA-"'�PAf A-AVAV W p "AN sm 111, A W?tA A%% 0 NOA MAN V`l VIA' MA kbi FVA 1 PAI A ' "-IF V4t4 "% POWER, 'All OWNER -ric \21111111, s POW VA IN"I rM WAR PA W�tA FA -A PNWA A. 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J#A,,f4j#A pkVWAj4':F4lMCt4oj�.A.YA - 'p 11,11 fArl SUMMER "�\ggggam, Al PA Ir A-V'z-� �l ROW1,1111)" NA,M 4.7 AN III, "\as IM*A lt"Z4VFA P� "Of ll kW 4 ,gS 4.& AN "M 1100, TA MVS 1,000A PA' MAN WCAVA'S ?A jr0l"S.f4o, op j,p, WA kill r, '91 r OR MIAMI I W4 '% I'M '4 tAFVA A P I A "'A A CAME �\pmvgki W're§p A' ASMA't j§1 m \;i�gw- �R I"I- - i, n�gg;,g��gsm gggg RA"\ �ggak �gomag ",\\\\g, III go", x- PASSOPA gkm ama mm ;4' IMM' PAS ISBN 1, 9-9 1 -------- W F®RM Vl' -ZVA'rgt M ffil '00\1 M MAN ,A 11\\ PAW 'I ARMS A W4 MAIPI' I'M A 1% P.A ,W4 VA M% VA ,F.4.lt Al mill. 1 1 �V V" R 111 '4'fAeVl ON I�llm FAR'A' ' 0 f4 X-V fA4FVtW4df 117ARNP, A I WIN ig 't kfA U "ll Is IN lyAeVl'OA 4jr ,,k,r NO MY .4 R 11 iPAr 1\01\01,"I A A'V'- -1 1 1 W 1%WA Q PRIOR FAMit4ip" W fA INS F,"f.A I 4 'moom"kimm-o" w- ;g�kmwmgv�l WA A%rA IPA' 0— J",R§C'P, M �PAr F' I 'gioxwo g, 4 MA igg;\g'i "s, ";A ff #A 11100111 AMA IS' -------- '11101 11C -------- SOMME 0:_4 110\11 ggl- IN ROM ------- 'i'magg"� Mull &Mi 4.ffA'FVAV;A'F -TV I 10\\1 #A 0, VIAN fA I IA� POISON IWANA& ma Lwm wc kam, MORMAIS AS S, M 'VAWtZp A' 14VA INS lCtAW W4 H-A 11,111'A VA i'�t�*A;I" 0-- ®r IS-4 SAW.f4 WA k-VAr!:k!AVAIWAA04 IF -'fr 't "'VC§Wl ��kk* A 'r JIVFA 4 WA 7 R P:.A.'rAW, kW V §4ZI All, N IWO 'A 41 rAr 1.1 j� 0 PM.rAdV7A' kip 4 _11 0-11 Ap 4C MA na iWA M IS URN AC 10 AW A* A low AJI mo 11 EffieVI ,W IONIC 110 1%9 a 1 wim 11 Iml OR limNo fil -jA 'A— -!:A Alt &FAM NO", OR \FAM CUANZA �j R A�VA- 3 40A ARNMAWN-el IN 01,Immum rcragIrl".,M., ------ 0 mg, m I Lei I Kol I m am D'u'll ug SIGN LEGEND / ,- SITE PLAN LEGEND: CD � 10 SYMBOL SIGN MUTCD QUANTITY �I - ��, \ DDETAIL 1 CL DESIGNATION I I I � F - - - /� 1 � I i i I I �' � � DETAIL KEY d Q � � ' ' I � �� \ ' LANDS N�F OF �', ��, 1 NUMBER • STOP "STOP"SIGN �+��� RI-1 1 �� � � ;� 1 I / ; V \ \ GREENRIDGE CEMETERY ASSOCIATION, INC. - - - _ _ A � 10 10 � ACCESSIBLE PARKING SYMBOL \ - - ; A - 7 BOOK 642 OF DEEDS AT PAGE 74 � 2 1 "NO PARKING 'L �� m NO B E R M �� / �� w NP ANYTIME" DOING R7-1D 2 ,I a E R M �� �� I � - - -1 I �\ A v/ i /' ACCESSIBLE OR PARKING M (o SIGN ANY _-__ \ / � L - - - -I / v� A • ,/ �' GRAVESTONES (TYPICAL) n n i ������ STRIPING CV T � — / / -- r� / ���. // .Y U / 4) \ i �v� �,,`� / ,� �M �� I •i �� PARKING OR TRAFFIC SIGN c r- RESERVED NYR7-8 I/ / c E M E r E R v \ B E R M / •� V " I 0 /' g � WITH LABEL "RESERVED PARKING (NO MUTCD � L �° �, -� 7 j c r • RP PARKING" DESIGNATION 2 \ _� ' ° SIGN WITHNEW cRAVEs== (TYPICAL) � o 00 0 / ��-_, i� \ 0 /' �' ACCESSIBLE RAMP PATTERN �► SYMBOL) o 0 0 0 0 0 0 0 ----- _ � ---------- c E M E T E F v n n GRAVESTONES (TYPICAL) -------- __., 10'x10' CONCRETE DUMPSTER CONTAINMENT AREA G �'�/ RETAINING WALL. REFER TO '� 4r-/RR/F Lzl�7F FOR ROLL OFFS. AREA TO BE ENCLOSED BY A DETECTABLE WARNING STRIP 0. 11 N "STORMWATER n � � � � � 'L _ GRADING PLAN FOR HEIGHT ���_ --- 1 Q * MANAGEMENT L L L L L L o o - VINYL FENCE PER OWNER (TYP. BOTH SIDES) I O STRM PRACTICE" N/A 5 — __ 335— - �- ------ ------------- -----------_-------- ---------------_ NUMBER OF PARKING SPACES O 6 N SIGN B13F ' 12 DESIGNATION _. � o (0.3' EAST , „ � GRAVESTONES (TYPJCAL) GRAVESTONES (TYPICAL) _ � BOUNDARY C RNER M - C , FALLS IN 12" TFEE of uNE) S25 50 00 W � � - ❑c z z 2 � - 7 7 - - 2 2 - = o n uo � � 2 z� � �.- - 400.00 00 4' n:�h CH,�IN Ll JK E JCt � - � 4' H,r�.y ', __ >- L L / � _� � _ - __> % ® BIKE RACK AND SITTING li �a r u � �Er�" � � — 1 BENCH T_ J EV CHARGING E -il u 2 �� - -334 y\� 3� w D 333 3 331 __ 3 F k . e • EV STATION V D9-11B 2 330 —335 M �� SYMBOL SIGN O w O — �� FFEA ��,. 3.s NICF AsoNRY WALL �''( FIRE HYDRANT AS PER O p o — V-1, `� _ V-1, �� f _ __ �J UTILITY PLAN a _ 3za / N -� 3 15' HEIGHT � �15' HEIGHT❑ g' HEIGHT 32 __ —�__ W-1, a 32T �� � �327 ^ 0, _�, SQUARE OR ROUND CATCH �/ d`, �- f — — — — — — —� BASINS AS PER UTILITY PLAN a X — — — — — — — — — — — — — ° — — — — — — — • KR KEEP RIGHT NYR4-7 Z SHED — — r— — — — — — — — - — — — — — — — — — — — — — — — — — — — — — ��-- o J a SIGN /' I —- a a 8 325 O SANITARY MANHOLE AS PER ro a ° a o UTILITY PLAN w-1 — o S \ � * z 10 ,I REFER TO STORMWATER SIGN DETAILS 9' HEIGHT o I �, PAVEMENT LIMITS ��. h 1 Q �. ° Z w °° � (n J 6 w w 2 — z CONCRETE CURB SNOW STORAGE: o � I ° w - o I— o z � W 1, g SNOW WILL BE REMOVED AND DISPOSED OF 0 0 a w 9' HEIGHT I.IJ CC OFF-SITE DURING WINTER STORMS o r^ � G m W1 h�lll° z 0 0 ° VJ o ' HE HT 4 � 9 IG CC GRANITE CURB G FULL DEPTH ASPHALT AS ' .N O PER DETAIL 11.7t' U 1 , �� ���� ���� AREA OF ROADWAY ASPHALT GN "",� \ „\" , PAVEMENT J AINLINK 9 Z ENCE a — 5 11J I L 1 . . ` . �. '� . 2 LANDS N F OF AREA OF DRIVEWAY ASPHALT �1 5 2 3 M I -- L.L CHARL ES A. L D WEL L W-1 I 9 PAVEMENT Z 0 o Y INSTRUMENT No. 2015016619 9 HEIGHT O asPHAL r O W T a ° PA VEMEN � /�/ O a ° IY n ACCESSIBLE SPACE ° co O 7 TERMINATE CONCRETE SIDEWALK I 7 " r U) AISLE AND SIGNAGE AS AT EDGE OF THE PROPERTY e I PER DETAILS .. . . .... W-1° " AREA OF CONCRETE } UI } g a a 9' HEIGHT g W z z 3 y BLDG #1 .Np 9' HEIGHT _ i 15' MIN. BLDG 2 w 0 w 7' HIGH WOOD STOCKADE FENCE. R 75 . z �, 3 PROTECT EXISTING MANHOLE AREA OF CONCRETE VEHICLE �Ny a N25'S0 00 E — (n GAZEBO AND WELL DURING — TRAFFIC LOADING 23 UNITS a R-75 23 UNITS 9 J 25.00 O: CONSTRUCTION. MH IN .RP a > a o GONG � J r 3 o - a BLDG 5 S ;,v . °�� V,- J Q (D z I p # o .3 '11 1Q ) _ 'r Q SINGLE POLE N R 50 O O. 5 cB 5 I - ACCESSIBLE SPACE, COMMUNITY O G RRRRR. W O ti. z ,E a AISLE AND SIGNAGE AS �'� �,�����. ������,'�.�.����� � � �;�.�.�'��.�� Eeo Q — ,.18 26 ' '18' .N m PER DETAILS CENTER ° ���� �� �. I a I N C� ° a a � s,- a 3?'` ° LL z LAMP POST SITE LIGHTING W I II w-1, 9 8 i (n (� 9' HEIGHT V-1' D ILL 9 9 O O I „ ' ?, 15' HEIGHT CONFIGURE NEW CONCRETE CURB WELL . . .. .. �,, ° . . l : R=75 w,- AROUND EXISTING WELL AND a O O RP J � COVER M a 4 r � WALL PACK vJ W1 R 75 I �� 0 O j as . CC � a 9 HEIGHT : a _ _ G N U (n •NP V-1, R=75' = ACCESSIBLE SPACE, PAVEMENT �� 4 EV PARKING SPACE WITH '. 15' HEIGHT W'1, AISLE AND SIGNAGE AS _H 18 (TYP.J . , �. �o m PER DETAILS . 9 HEIGHT " FP CHARGER AS PER DETAIL "� DRAWN BY DBR M rr 1 0 �i .EV o .0.. i .- ' PROVIDE SITTING BENCHES 9 I�1 Ir. z l �� CHECK BY DBR x o AND BIKE RACKS TYP. ❑ R 5 'W �' ( ) NP RP 10 t I� N .N .��.�W.,'...� . � .,' .'. �: .�,. ,�'.�.'.�.���: ° � � .O �15 MIN. I EDP PROJECT NUMBER 174264 Q n I a = R 5 LIPF " ui 16 0' THE ALTERATION OF THESE DOCUMENTS IN ANY WAY. w ` — — J — UNLESS DONE UNDER THE DIRECT SUPERVIS/ON OF A ON LINE ❑ J 26 ( ) w COMPARABLE PROFESS/ONAL, (l.E.) ENGINEER FOR AN ENG/NEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE w S w ° ° ° " ° U ° a ° ° a " p4 ° 4 ❑ `, " ° ° ° " a ° I ARCHITECT OR SURVEYOR FOR ASURVEYOR, /S A VIOLATION ° " ° " " a •E V ° ° OF 7HE NEW YAND STATE EOUCAT/ON LAW OR. J ° ° ° " ° a " REGULAT/DNS ANO/S A CLASS "A" MISDEMEANOR. �t°III I I I�°I � Il I°I a o D . a LANDS N F OF ❑. � o co c 0 REVISION DATE BY N 2 ry w a MONRO MUFFLER BRAKE INC. PAD ° °p I� , w I� a ° " BOOK 1640 OF DEEDS AT PA GE 396 w U o I w z '8'. C� w 6 �. .,OD z Q I w S-1, O O w w S-1, J w 0 �— U w O O Z RESERVED 12' HE HT e IG ` O O c�i. 0 12' HEIGHT z V.TAT N S 1 __ O o ' w m o Q w �'R 5. � " m z - w - ���R-5' z w 0 Q - w ❑ _ r w w LANDS N �� _ F OF 2s.oo' Q ❑ �. R 5 �� w lRF I RELOCATE UTILITY POLES AND �. EV PARKING SPACE WITH '�. 4 �� O m OVERHEAD LINES PER UTILITY �. CHARGER AS PER DETAIL �' Q THE ADIRONDAC K U 1 0 COMPANY SEE REMOVALS PLAN CROSSWALK AS PER 5 0 TRus r co MPAN Y w BOOK 1160 OF D ' . ' . DETAIL TYP. EEDS J ( ) 0 1 0 AT PAGE 212 I �.� FULL DEPTH ASPHALT AS ���.��' .����.����.�.��'�.����.����.�.��'�.�� �.���� ��'�.���� .� 'R 15 0 R 15 FULL DEPTH ASPHALT AS g PER DETAIL �. PER DETAIL o R=S . R 5 1 W •� I L Y i ' .' . C1 0 I �I 7.9t. PROVIDE CONCRETE u Z I a �� CURB ISLAND WITH I �.�#2 STONE PLACED N �. v ?I � I a INTERIOR AS PER � PROVIDE 5' WIDE CONCRETE SIDEWALK CONNECTION i ❑ ° 2s- DETAIL 1 x FROM EXISTING SIDEWALK TO EDGE OF DRIVE AISLE. a 4' I w (TYP. BOTH SIDES) 4 W 1 W-1 ❑. W-1 W-1 3 N PROVIDE 300t LF OF WHITE ❑ 9' HEIGHT •KR . ' HE HT ° 75 9 IG VINYL FENCE. FENCE TO MATCH 9' HEIGHT 9' HEIGHT CONNECT NEW WHITE VINYL FENCE TO EXISTING D. BRIEN RAGONE " rn n m STYLE AND COLOR ALONG " / I ADIRONDACK BANK PROPERTY 1 " 1 L•A• #��2�35 N �U N '� �...��''.�.��'��.�.� -Jl; -_' �'_. " n� TOWER ELEVATION-384.9f j ° - LI N E WFP -� �. a ASPHALT a - � � � � - �. PA VEMENT (TY°P / °a , A BLDG 3 BLDG 4 a - a # # ° a ° a .'S-1, U J 0 6 — UNITS 6 — UNITS v L - " d C U _ o- (O❑ a �� W-2, �� l _ u 12 BEGIN CONCRETE CURB. ] n+ n I F�F w 6 �L�" ����� a HEIGHT AIL ���� _ a - W I 8' HEIGHT - L REFER ALSO TO DET W 2, �/ DW TF=324.30 -- _ ^ - __ r� }� 5 : .:' 5 (TYP, BOTH SIDES). g H O Nu<Nw)=31F3± O . 1 o °� .'.' .'. .'. ��-7- $ BO nOM=396.40 /-� °� 11 / II EIGHT ti' ❑ ❑ ✓ ❑L C) / o f - PROVIDE 20 LF OF GRANITE CURB. BLEND NEW ASPHALT � � 0 4 � " ° a WORK SMOOTHLY AND EVENLY INTO EXISTING PA�/EMENT GRANITE CURB. TERMINATE NEW GRANITE CURB CO I a g PROVIDE 40t LF OF WHITE VINYL m _ ❑ ❑ ❑ I ❑ ;3 '� � FLUSH WITH SIDEWALK. (TYP. BOTH SIDES) ❑ F Z r� ❑ T •KR FENCE. MATCH EXISTING S MH TF 322.45 . l T EE -���-���III IQ� ,J w Lj Ll u 1� ° a ° °d ` �� S/GN (COVER SEIZED) 3 ❑❑ �1 hp I P� ° I MH TF-324.60 11 INV(S)=315.65 0 _ !� P a (ON-LINE) lNV(W)=316.45 TOMM ML ° Ll `° iL " JG STOP LINE — — — < a ° _ _ __ /// — SCALE: 100.51' ' " ° ° a a ' a CONCRETE SIDEWALK 99.6' CIRF TO IRF N25 50 DOE C RnE SlD w LKa a ° ° 3"75.ODa n _ 1 ( ) _ __ _ __ ______ _____ III"�I 1�111 cONCFETE SIDEWALK ------- -- ---- --- --- ------ — -------- ------- --- l- �44' -- ------ — 7-'44.1t'AN EH TURN 2� s OLP ------ — — ----- ° a " � � -- ----- ---------- — ---------�-- -�— - ------ --------------------- ---39.1t'--- — -- --- — ---- -SIGN I �4 -- -- SAN CONCRETE APRON 12' VCP SAN r 10" VCP SAN - — — - _,---- _ _----------_ � p oLP � TREE � � l � 2' CURB 3o MPH S-1, 2 HE H NM zos w/ ❑ - --- l oHUL 0 (4 OF 4) �'� NM 2n (3 OF 4) pL R=25:; ,TRANSITION ' SIGN /1 T o Q FISER AND CUPS o ---- �A It ,;; O6 (2 OF 4) \ �0 (TYP�OF 4)IG d -- NM 208 ----- - - ---- FOCC „�, „�, CC - - — - FOCC •STOP _ 75 %��,;;, 5:,,,,, ' o „�'R 2 — ' z BENCHMARK: 55.5t % 18" HDPE I' \ 6x6 W S 4 IIQ i �,❑„ 68.2t ONSTRUCTION v /322 DocK SPIKE sEr PROVIDE 39.1 t OF CONCRETE 'Q (5' HIGH) oNc U / IN UP NM 208 16 4 16 PROVIDE ROADWAY ASPHALT 1 3 PROVIDE 44.1 t OF CONCRETE SIDEWALK � SIDEWALK WHERE EXISTING 3 / I'7 L BETWEEN BROADWAY AND N ELEVATION=323.80 16.1t' 36'� 14.5t' SIDEWALK AS PER DETAIL g REMOVED AS PER DETAIL. REFER ALSO Ln DVL WHERE EXISTING DRIVEWAY WAS DRIVEWAY WAS REMOVED AS �� PER DETAIL. REFER ALSO TO g - g PB# 2019 0319 MEDIAN ❑ � �� S 0 ❑ T❑ B❑ O D WTI REMOVALS PLAN. „� �v TO REMOVALS PLAN. a �/ o I [,� U.S. & N. Y.S.�F ROUTE 9 �� MEDIAN SHEET TITLE: 1 DYL 1 REPLACE FULL DEPTH PAVEMENT AREA THAT �%' DYL z CB TF=324.30 WAS TRENCHED FOR NEW WATERMAIN. ASPHAn PAUEMENr INVCS)=3zo.00 BITE PLAN ° g l„ cB TF=323.5o PROVIDE 68.2t' OF GRANITE CURB AS PER DETAIL. INVC,)=3zo n Pa ro INV(N)=31o.n PROVIDE 140t SF OF FULL DEPTH ASPHALT AS PER i Focc l%� Nu(s)=319.z5 DETAIL. BLEND NEW WORK SMOOTHLY AND EVENLY 01 Focc Focc INTO EXISTING. REPAIR ANY DAMAGE TO EXISTING L coNnnE aPRON - coNCRnE aPRON 24" HDPE srM O HvoO� ❑ p CURBING OR THE PAVEMENT ALONG BROADWAY. � a - - - - - - LP - - - - - - - OLD- O- P - - - OLP OLP N .. - - - - - - - - -A.L.O. EXISTING W14 TEFMAIN - - - - - - - - - - - - - - - - - - - - - m LIGHTING SCHEDULE:PARKING POLE LIGHTING FIXTURES TO BE DARK SKY COMPLIANT, SHEET: o LIGHTING MOUNTING 6 4 1 la cg TF_3zz7D BENCHMARK: pp Y 9 p 9 9 Y �' PROVIDE 55.5t' OF GRANITE CURB AS PER DETAIL. A roved b the Sarato a S rin s Plannin Board under authorit of a resolution SYMBOL DESCRIPTION LABEL HEIGHT QUANTITY PROVIDE 110t SF WIDE OF FULL DEPTH ASPHALT AS BOULEVARD ENTRANCE: NUT AT HEAD OF ARROW N PER DETAIL. BLEND NEW WORK SMOOTHLY AND EVENLY g g g ON FIRE HYDRANT WORK AROUND EXISTING CATCH BASIN AND PROTECT INTO EXISTING. REPAIR ANY DAMAGE TO EXISTING PROVIDE A CONCRETE SIDEWALK CROSSING AS PER ELEVATION=325.93 FROM ANY DAMAGE. REPLACE OR REPAIR ANY adopted ¢ O-E SINGLE 60 LED, 700 mA, WHITE LIGHT V-1 15 FT 4 CURBING OR THE PAVEMENT ALONG BROADWAY. DETAIL, GRANITE CURBING, BENCHES AND LANDSCAPING DAMAGE TO EXISTING CATCH BASIN. 4 Of 12 0 Q PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK S-1 12 FT 7 6 ON EITHER SIDE OF ENTRANCE. CENTER MEDIAN TO CONTAIN CONCRETE CURBING AND CRUSHED #2 Chairperson: Date Q p (W-1l TRV-24L-55-4K7-4-U, (W-2l TRV-24L-27-3K7-2 W-1, W-2 8-9 FT 21 1 0 STONE. " GRADING PLAN LEGEND: --- 0 ,� o DETAIL \� I I� /'/ �v �,\ NUMBER -1 I - - / DETAIL KEY �, � I I � I I / \ I SHEET I I m NUMBER I � I I �I I � /� I� �� v'\ �I� LANDS NIF OF I� w , v v , GREENRIDGE CEMETERY ASSOCIATION, INC, v PAVEMENT LIMITS I �, �! L - - � % �V I I - - - 3 v\ `\L, BOOK 642 OF DEEDS AT PAGE 74 11 - " " " " PAVED OR GRASSED SWALE II I A \ T / \� /� i 68 CONTOUR LINE " L e E R M / ��I 1-11 E E R M ft I I - - A A M i- / T � I L - _ - -I / `N v\ / �� GRAVESTONES (TYPICAL) n n I N SQUARE OR ROUND CATCH ---- / -- '� / �� // ,� / 3 / 4) BASINS \ L \� / I n n o �� / C E M E 7 E R Y )I B E R M / v\ ,\,1� /'�/'7 0 n /I o INFILTRATION TRENCH GRAVESTONES (TYPICAL) �� o 0 0 0 / `��� ' i' \ i' /' 1 = == O000 - �, -___ _,_ C E M E T E R Y --------- � �� ------ -� �' �, X 335.78 SPOT ELEVATION o o GRAVESTONES (TYPICAL) ---------- - \ �/ 0 L I o-,E � C ] -__ RUBBLE DRIVE ----- -- �,_ N C L E � C O SANITARY MANHOLE � -�335- o o ---__------------- ----------------------------------------- , 6 N BIBF �� O (� 0 0 „ GRAVESTONES (TYPICAL) ��� BOUNDARY CORNER ,.F (0.3' EAST GRAVESTONES (TYPICAL) = 0. + FALLS IN 12"' TREE MRF � V FIRE HYDRANT OF LINE) S25 50,0 0 W C 7 3 2 T E 3 2 3 2 C 7 = C 2 0 0 0o E I C 7E 7 400.00 5" HIGH METAL RAIL FENCE I-_ � � 4" HIGH CHAIN LINK ENCE / 4' HIGH CHAIR LINK FENC PARKING, TRAFFIC OR V 3_ LL L - T_ $ STORMWATER MANAGEMENT SIGN O 330��� 3� �� -334 _335_ 3� w o o D s �3�332 331 �33° IRF 4.3 WITH LABEL ^ O ___` W C -334 (THREADED) O LL -O 329- --��- �/" 329 3.5' HIGH MASONRY WALL -� \\ �� CQC Q -O 328 BW=325.25 BW=325.0 BW=325.10 �330 � " i 328 G 3v �� TW-325.25 TW t- TW=326.6t / J 326 321 a SHED -r" --- - --- - - - - - - - - - ❑ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °325.35 - - - - - - - - - - - - - - - - - �� J Q r / 325.17 a ° 324,70, -Byy�yy_ 32s 3?$ �n� ° 6 324.75 325.0 ' ' ' °D i .�� :h :' - 325.50 It A, O Xa - FF ❑N' ' .BC 324.70 q o 5.. . - z h _ - TC=325.20. M� s I ASPHALT PA DEMENT o ,--%� � �y�' BC=324.55 25 FG � h I 325. d N ai° TC=325.05 '. BC=325.10' ?S �' M N TC=325.60 3 \ g W I 25 W w 2 z O U WJ. O T CL BC�TC= N n zi 5 Qc W a - -4 L .: 324.35 .: .: .: '. .: .: . .' . . a III o g Hill Bc/Tc „, 324.50 - n,. T 0 r 3 BC/TC i 2 �^ 324.45 v I V) BC C= ° N v1 1 _ BC_324.50 /T h O TC=325.0 . 32435 CB#1 1 TF=323.80 325. 0 U 'x V 6' HIGH " '. � . .'��.. I J �� CHAINLIN K Z FENCE CB 2 ��.' � � I UB TF=323.70 x . . CC w 25 I G V �BC-324.0 �.� ��.'BC-324.60 �.�..����.�.',��.�,�,.� �,.�.' ��.� �,.� BC-324.05 ''.... ....�.... LANDS NIF OF W 32 / I, --- - - - - :'r- '-:- e I sIGN� - TC-324.50. TC-325.10 TC-324.55 '. LL -- a o - CHARLES A. LDWELL 14. O l. . I z ey SMA#1 - 1 Y INSTRUMENT No. 2015016619 - O I .' . UNDERGROUND ASPHALT O I I I ❑� - W I' .' .' .'.' .' N PAVEMENT BC- 24.05 ' O I' - . INFILTRATORS . '. .TC= 24.55 - .: 324.60;° ° ° a ° d SMA#5 - 6 FT ua CO O BC C- _ h ?S BC=324.35. DIA. DRYWELL r t�0 I . 3244 24 324I 0 324.70 �ti °FF 5.30 FG4.70 a TC=324.85' . TF=324.10 COZ BC/TC M I �/! ^ z 324.34 .% N LL v BC=324.38 1. BLDG 2 w `" w t BLDG #1 o IJ M TC=324.88 ' I: Q_ z 7" HIGH WOOD STOCKADE FENCE , l, q= o�N2s so oo•E 23 - UNITSJ....'. l 324s2.'I _ J N� . l. I-' TC=325.02 LA Q 0) M- 23 UNITS I 2s.o0 o I. .: : B ��= ❑---- p FF = 325.30 3 4.20co c ec=324ai: a - 1L.. . I. FF 325 50 J 0 Q I. 24.20' BLDG 5 S / � I c� O y I TC= 24.70 # . . BC=324.70 l- coNc J Q O N �� '.I TC-325_.20 0 WALK v/ O l I a BC=324.63 SMA#4 - COMMUNITY O I' BC=324.35 I . CB LA Q O 1 e W/ � TC=325.13 ' UNDERGROUND 'TC=3Z4.85 - a - I a vur N7 a �. INFILTRATORS l CENTER GAZEBO BC=324.82 I I I < � m ,�, ON BRICK . 3 ° M4 ° ° .. FF = ° :Bc=324.s�. 1 IT .l 325.50 N CONC = Q Q LL ( , ..1, I 325.30 '. TC=325.17 'I. FFa M 1- � LL O I SMA#6 - ?x I. DRILL BC=324.19. I'. � --- ° WEL = I LA I TC-324.69 INFILTRATION TRENCH I- I Q O O I 1� ° a ...1. � J ° . . �`� .l BC-324.54 ' -------- -----L---- LL I I .324.19 '. TC=325.1 1 O � 324J5 325.10 325.00 8 BC=324.10 I .' 325 BC/TC= '�`Z. 1. a FG FG FG TC=324.60 I - I 5 r/� N ASPHALT /� .ti i 324.09 '. '.l '. '.'. $ 'I _� 324.75 G 8V J r U PAVEMENT [__ . �° 1. C/TC 324.45 N FG I � FF' I I 1. , 324,Bs 24.02 q DRAWN BY DBR �a° ° ' 1 I 'I1'.I.. n `TYP) .m.' I �� M o .o �� z I I Bc-323.90 I MH#2 BC _ 324.40 u1 CHECK BY DBR 11 E I NL � P: ❑ I TC=324.40„ N. TF=325.00 324.10 325 M4 N I EDP PROJECT NUMBER 74264 / 7 I STM MH#1 "� c, / LIPF IrFi.'. .'.. .' . . l r� a a / °° w' .. . - � 325.10 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY. (ON-LINE) „j 323.65 rn° - J TF=324.14 `�?S 32 �,, F25.50 ?s 1 - O UNLESS DONE UNDER THE DIRECT SUPERVISION OF A W N F N °a° N COMPARABLE PROFESSIONAL. (l.E.) ENGINEER FOR AN ❑ G ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE W W M Nli ° ° STM MH#2 S BC=324.25 g )( ° ° ° I ARCHITECT OR SURVEYOR FORA SURVEYOR, /S A VIOLATION d o I 324.01° 324.21 , ° a - BC=323. 8 BC=323.54 - 0 I I I ° °325.36 a a ° N I OF THE NEW YORK STATE EDUCAT/ON LAW AND/OR ! °III "�4° TF=323.26 TC=324 8 TC=324.75 a d a s a ,ci 0 .TC=324.04 . . D REGULATIONS AND/S A CLASS "A" MISDEMEANOR. o° LANDS N F OF 327410 324,90 " 324,66 324.42 - °M o - .r BC-323.85 _ N 1 coNc BC C= .. BC=324.55. BC=323.52 BC-323.28 '. N BC-323.65 BC=324.28 BC/TC= REVISION DATE BY MONRO MUFFLER BRAKE INC. 2 PAD M. TC=325.05 TC=324.02 C=323.78 "�° �° TC=324.35 TC=324.15 TC=324.78. 324.54 8C=324.75 - , w w 324.51 324,00 324,56 a TC=325.25 U 4 BOOK 7640 .. . . ❑ .'. . . OF DEEDS AT PAGE 396 w 'y ❑ _ o zo '� . BC C- 0 T w z Z 324.47 Id I h STM MH 3 323. 0 # - �4 1 w 326 . 0 CB 3 I h TF-324.36 �T CONCRETE J W TF=324.25 . w o O O TF 323.45 O X.4T ueD 324.62 . U z ❑. - SURFACE ❑; .V..STATI N p p W m QEl I W .q U w - - -�BC-�Lr3.14 � - cq z p - w Lu '. BC 324.23'. 1. v BC TC 8C 322.93 - - W- ��.� BC 323.50� � � � � � T'�� TC 323.64��.����.��'����'���.����.��'��� '�3 � �.��'��� �'��� Y - N W . 3 ��.� TC 324.73 ���� � '��� ��� 323.57 TC 323.43 - w 323.67 :������ � � .M - LANDS F F �.���TC 324.0 ��� N O 2s.oo' Q ❑ .fi � � BC 323.94������ w lRF I - p I SMA 2 BC C- IT �. BC C e �.� �TC-324.44 ���.SMA 3 �.��'l� . TH /R al � �323.96 �� UNDERGROUND � '������������������������������������������� E AD ONDACK UNDERGROUND ' 324.02 324.74 Y IEl _ ti . INFILTRATORS 0 US COMPANY� I h w �� INFILTRATORS ��' Q 4 BOOK 1160 OF D u I J ��� C-324.86 �.� ' DEEDS CB 6 { Ln .J. _ p iC AT PAGE 272 _�25 3& N N: I - # Q - - -- - _.I. O - - - - O.' - -- -- - - - - - - - -- - - - P�l - .N N 'EO.'01 - NM' O TF 323.00 M. 1 '�i ��Ki, v' � v ��v I� I ❑ N N . . . . N.' �N N o CB 5 - BC C '�� BC C ' /T �T I 1. # /� C7 N I1. - W 324.95 �� - ���. 323.95 ' '���.����.� 324.73 � . cu TF-322.80 T r 324 4 ��.�.��.�.��. 9. O 323.77 o Icli Q 32 .00' ❑ '� 4 � 1 I I a 32 .00 32$.00 Z . F G G c� .' F ,� F . G - � G v I - O - BC 323.94 U I :I I 323 66 -TC=324.44 ROOF ELEVATION=366.6t L I ❑ , 25- a Q NIT 105 GARAGE UNIT 102 GARAGE BC/TC= HuARAB SOf TINU 7�4RAD c.Dr TIN 1 SMA#6 - NIT 1CG GARAGE '\ 334 SF UNIT 104 GARAGE JNIT 103 GARAGE 334 SF I.NIT 101 GARAGE '.�' . ' 324.56 9GARAG rOr TIl4U R AGE 3UF,flAD EOr IINU 3D.ARAG A01 TINLI 92�£E 3DAFAG 80 r TINL 4J2 SF 483 SF 484 SF 4b,SF .' N ' - ' ' fl2 C8A T2 ABA fl2 F.AA T8 SP.A al INFILTRATION TRENCH � . �. BC=324.50 SMA#7 - INFILTRATION 75 It I ° 2 TC=325.0 a TRENCH D. BRIEN RAGONE W - J Bc=323.so. Ln 1 �� 1 L.A. #002135 ASPHALT I WFM -j � L T r, �. I _ M°I . .' . a ""M - - - a TOWER ELEVA TlON=384.9f I Lc I � TY �. BLDG 3 TC=324.,0 . a BLDG 411.1 a° PAVEMENT ° N 13" �o .': a. ° .'. i , 10 o: ° ° ° ° 6 - UNITS � o 6 - UNITS10 . . t 11 \'- n CD - ❑ GF ��324.0 ����� � �� GF = 325.0 � I w ❑ a ❑ E 01 F � -._ - DW TF=324.30 LA W ° r7 " �� `. • - ° .�� lNV(NW)=317.3t /,- - -- " FL UMi 10-I . . A ror rlNu 7 Q BOTTOM=316.40 l i L�L�LL��. L�L��� LJ L-r L� ❑ U �' ❑L ❑ �1,14 sF /� az�` E �' CL1 oe �� ,' oz l Y so aol I "LO Eo6 � '�"�� �roa 103 r"r 3 � ° # � -z-ocwm-a� sol Aol a aor ; Y ASPHALT /I cE i.oz3sF ,�E ARSE 1,oGzsF O CB 18 C �zsao,r azesgr 1� � a 1 E _E _ ° I ne sF sal sF 9=o sF TF=323.41 flz oae z rAe z ao �l PAVEMENT a T ❑ ❑ E I ❑ i " ❑❑ BC=323.05 BC=323.89 ° ° Qj MH TF=322.45 EE ❑`� �� �� �' C (S 316. 0 flTf�l [�[L l �,Ifl 1�4[_� j /G �� z ❑❑ TC=323.55 TC=324.39 ❑❑ // INV(N)=315.55 - - .'. ' .-.'.. . ° A\ MH TF=324.6011 lNV(S)=315.65 • @ 3 . - ` , - TOP L� / ZED) 3r lRF INV(W)=316.45 CIRF a - INV(S)- _� : BC/TC .BC/TC= / /Nv( ,' - P JG z j, (COVER SEIZED) (ON-LINE) (TOAIMELL) - - - - ° 322.98 /�:. 323.84 11 F _ L- i.- a - - - J Q S (99.6'iClRF1T0 /RF) a 4° ° a a CONCRETE SIDEWALK If - L Ln N25 IF30"E C RETE SlD11 W LK° °� B 93 II .3°7J�.00a ° SCALE:_ _ _ _ __ a° o o CONCRETE SIDEWALK 1 20 72'" PVC SAN TURN s OLP CONCRETE APRON 12" VCP SAN r 10'" VCP SAN f - ° - - PVCS - - - - - _�_ - - - - - _�-SIGN -�_ - - SAN C}OLP . � TREE �� 323 BctTc= NO 4 30 MPH NM 205 W1 I ' ---- OH�L ____ O O � � O R,SER ANo ��YS -- '71 NM 20� ❑ o oHUL 323.77 206 -1 o uL o OLLP ° NOT FOR 75 zos FOCC - - - - - FOCC ,? ❑ FeC� FOCC 0 ���z BENCHMARK: 1B" HDPE s \ 6x6 W ✓e 4 IQ � _ �_ _ I I z � � CONSTRUCTION to 322 DOCK SPIKE SET U � IN UP NM 208 BC=322.8± CB#7 BC=324.1 t I I� VA r� 3�A- (5' HIGH) coNe � ELEVA TION=323.80 TC=323.3t TC=323.6 t � DYL a TF=322.70 I I I "' s: o DYL PB# 2019 0319 D MEDIAN III .� " U.S. 00 N, Y S, 7ROU TE 9 \ �1 MEDIAN j1 =2)�_ 4= SOUTH BROAD WA Y SHEET TITLE. DYL o � MH#1 (DOGHOUSE) O °YL CB TF=324.30 0 �z tc, I I TF=324.02 � � INV(N)=320.00 L ASPHALT PAVEMENT VA CB TF=323.50 CB TF=324.00 /NV(S)=320.07 GRADING PLAN P21 � I I 324 /NV(N)=319.17 /N V(SE)=319.5511 FOCC INV(S)=319.25 w FOCC FOCC FOCC c CONCRETE APRON 0 \^/ L CONCRETE APRON 24" HOPE STM 0 h'YDv 0 () 0 0- - - - - - - - - - - OLP - - - - - - - - - - - - OLP- - - - - - - _ _ O-P _ _ _ _ _ _ _ _ _ _ _OLF OLP N OLP v1 A.L.O. EXISTING WATERMAIN 6 D) CB TF=322.70 SHEET: +0 p /NV(N)=314.40 BENCHMARK: Approved by the Saratoga Springs Planning Board under authority of a resolution C5 T INV(E)=317.BO L lNV(W)=315.03 NUT AT HEAD OF ARROW 2 ON FIRE HYDRANT N ELEVATION=325.93 adopted Q 5 of 12El F_ Chairperson: DateOe� / \ UTILITY PLAN LEGEND: N U STORM STRUCTURE DATA F_ -1 F - - �� �'� DETAIL CL I I I L' I RIM STRUCTURE NAME ELEVATION PIPE INVERT IN PIPE INVERT OUT � �� �� LANDS NIF OF 1 DETAIL KEY 1 � SHEET GREENRIDGE CEMETERY ASSOCIATION, INC. NUMBER CB#1 323.80 1 2"-319.80 (SMA #1) I L- _ _J � � I I � � � � - - - - ���`� BOOK 642 OF DEEDS AT PAGE 74 11 PAVEMENT LIMITS CB#2 323.70 12"-319.83 (SMA #4) \ j - I I I PAVED OR GRASSED SWALE L _ _ J CB#3 323.45 12"-319.80 (FROM STM MH#1) 12"-319.80 (TO CB#4) / B E R M B E R M �� ' 68 CONTOUR LINE Z CB#4 324.25 12"-319.25 (FROM CB#3) 12"-319.25 (SMA #2) i� - - �. / n �� L _ _ _ J `� � � / GRAVESTONES (TYPICAL) � i �N CB#5 322.80 12 319.05 (FROM STM MH#2) 12 319.05 (TO CB#6) -- � � ���� i ,� u U / C.O. SANITARY SEWER SERVICE LINE :�r � � �� � � W� CLEANOUT c� 12"-318.50 (FROM CB#5) `� / C E M E T E R Y �� �� CB#6 323.00 12"-318.50 SMA 3 B E R M / 6"-319.50 (FROM SMA #6) ( # ) �� �� �� '� i / U U n / / /U.S. WATER SERVICE LINE CB#7 322.70 12 -318.60 (FROM CB#18) 18 318.50 (EXISTING) )NES (TYPICAL) 18"-318.50 (FROM EXISTING) R o 0 0 0 0 � ��� �� � �- c E M E T E R v p M.J. TEE WITH THRUST BLOCK -�---- � - AND GATE VALVE CB#18 323.41 12"-319.00 (FROM STM MH#3) 12"-319.00 (TO CB#7) o o GRAVESTONES (TYPICAL) - \ ----------- �_, J �,� O N I o-,� � �, RUBBLE DRl UE STM MH#1 324.14 8"-320.35 (FROM SMA #1) 12"-320.35 (TO CB#3) C o]o C ] ____ - --- _ _ - ---- ------ - --�-- GATE VALVE O ON 5- _ ___ __ STM MH#2 323.26 8"-319.50 (FROM SMA #4) 12"-319.50 (TO CB#5) BIBF ----------------- U_ (0.3' EAS�` GRAVESTONES (TYPICAL) GRAVESTONES (TYPICAL) � BOUNDARY CORNER / M � 8"-320.00 (FROM SMA #2) w OF LINE) S25 50�OO��VV C 7 C 7 C 7 0 C F ' FALLS IN 12" TREE M.J. BEND WITH THRUST BLOCK M STM MH#3 324.36 12'-320.00 (TO CB#18) 4' HIGH CHAIN LINK ENCE F F � L F E � E � o 0o C 7C 7 4' HIGH CHAIN LINK F`ENC V 400.00 5' HIGH METAL --� �.y J_ _ _ _- M SMA #3) _ -= - - ~ HYDRANT ASSEMBLY a �334 3� W O O D S 333 332 331 �330 /RF 4.3' 330 W O -335 -334--�/ (THREADED) -O 29- ��_ g 3.5' HIGH MASONRY WALL � Q 28 330 i 32g O SANITARY MANHOLE 327-� J 326 32 a X SHEDr` - - / --- ° a - - - - 325 - - - / - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° - - - - - - - - - - - - - -32 - - - - C) s 00 �; 0 SQUARE OR ROUND CATCH a BASINS O ASPHALT PAVEMENT ° Q I 0 w °a p 12" ADS N-12 HEADER PIPE 12" ADS N-12 HEADER PIPE I Q W m °o Igo WITH 10" STUBS (SEE DETAILS) WITH 10" STUBS (SEE DETAILS) 0 12" INV=319.83 i VJ F_ 12" INV=319.80 i �^ 10" INV=320.00 10" INV=319.97 - VJ Ln 0 Q a� CB#2 GB#1 V 6' HIGH CHAINLINK PROPOSED SUBSURFACE i Z O FENCE INFILTRATION SYSTEM (SEE DETAILS) TOP STONE=323.50 a x PROPOSED SUBSURFACE 5 I ISOLATOR ROW INFILTRATION SYSTEM SEE DETAILS w 32 TOP CHAMBER=322.50 ISOLATOR ROW _ _ __ ( ) LANDS N/F OF lU 32 / BOTTOM CHAMBER=320.00 0 -- -- (SEE DETAILS) (SEE DETAILS) -- e TOP STONE=323.50 �V SIGN O �- BOTTOM STONE-319.00 I I / I � BOTTOMACHAMBER�3 0.00 O I CHARLES A. LOWELL - lTOP INSTRUMENT No. 2015076679 ASPHALT O� 12' INV OUT= 321.83 I I I O 0 Y PAVEMENT 0 = WLL BOTTOM OUONE321 83 ue SMA#5 6 FT O v I a DIA. DRYWELL } �� MH#2 I I CO Z Z - - t ° BLDG #1 Io TF=325.00 I BLDG #2 j w w 7' HIGH WOOD STOCKADE FENCE 6" INV IN=318.15 0 0 0 0 0 o�rN25 50'00"E Z ' 6" INV IN=318.15 4 I i U z 25.OD o , 23 3 U N ITS I = GONG i I °° a 23 U N ITS I LA >- Fm J Q >_ a 8' INV OUT-318.00 MH /N -------------- I O S I I J O Z I I BLG #5 _ V � N 5 O CONC O WALK O SMA#4 - I SMA#1 - I # COM UNITY o I GB LA _ w o Re / UNDERGROUND � �uv UNDERGROUND cazEeo I Q INFILTRATORS I C NTER ON BRICK INFILTRATORS �n m U LJ I j GONG a rrI�11 FINAL SIZE, TYPE, AND I I FINAL SIZE, TYPE, FINAL SIZE, TYPE, o I a FINAL SIZE, TYPE, AND L ~ v SMA#6 - �sr LOCATION OF SEWER I AND LOCATION OF AND LOCATION OF DRILL LOCATION OF WATER --- r 0 INFILTRATION TRENCH SERVICES TO BE PER I wEL I I I LA I ARCH., TYP. I SEWER SERVICES WATER SERVICES TO SERVICES TO BE PER J ( O O C TO BE PER ARCH. BE PER ARCH. i i ARCH., TYP. i -----i�---- n/ Q 1 s'7 ° ° ------ LL a I I 325 FINAL SIZE, TYPE, AND i O Q FINAL SIZE, TYPE, AND 4 C Q U c ASPHALT � �. I � �. ' LOCATION OF WATER �Z I a I ° I I � LOCATION OF SEWER � Z � PAVEMENT �' SERVICES TO BE PER �� I I a SERVICES TO BE PER -H ARCH., TYP. �. I W.S. ARCH., TYP. 1 FP I I I C.O. a� �°" " M I GYP) I DRAWN 8Y DBR 1 z I I I N I m- CHECK BY DBR O ❑ I I W IN I z 32� 1 a p EDP PROJECT NUMBER 174264 LIPF � y 3 C.O. L-- THE ALTERATION OF THESE DOCUMENTS IN ANY WAY. J ? V1 ? UNLESS DONE UNDER THE DIRECT SUPERVISION OF A (ON-LINE) 41 14 LF @ 77 W$ C•O• N D I 1U6 LF 6••PV(.•SDR-•26/35 @ 2.UU% J S N ° ° W.S. s I COMPARABLE PROFESSIONAL, O.E.) ENGINEER FOR AN 19.29% y- S d I ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ° ° 4 ° ° a a ° a ° V ° ° ° ° a ° a ° ARCHITECT OR SURVEYOR FOR ASURVEYOR, /S A VIOLATION o 6"PVC SDR-35 p} I 112 LF 6"PVC SDR-26/35 @ 2.00% Ua V 0 I JLL. d STM MH#2 I a D a a ° J° a a ° , ° 4 a I I OF REGULA TIONS THE W YAND IS AORK A CLASSTE UAAT/MISDEMEANOR.ON LAW /OR LANDS N/F OF w \\\!!lVVV'�'�'�\\\ N o NC a� 16 LF @ 2.81% 0 I ,�, HYDRANT REVISION DATE BY MONRO MUFFLER BRAKE, INC. 1 w^ PAD M \ D 12"ADS N-12 a a a GB#3 ti9 In BOOK 7640 OF DEEDS AT PAGE 396 � � w 2 o I I � ISOLATOR ROW / STM MH#1 CB#4 � °o Z = 2 ❑ CB#6 '� (SEE DETAILS) Ld Q U O I X CB#5 O I O -„!/ �ry RESERVon l'. \ \ n I I SURF-ACE I m cc ❑ 714 LF @ 48% - 0 0 E.v.sTw�_72 ADS N-12 W HYDRANT wZ ' 1 - - ---------- ----12"ADS N-12----------- --- -� r---------- ------ -- 95LF@0.58%------------- - I U ISOLATOR ROW \ 1 LL, ASSEMBLY I I STM MH 3 I I I I (SEE DETAILS) IRF 25.00' 12" ADS N-12 HEADER PIPE ❑ I I I SMA#3 - I # I SMA#2 - o LANDS N F OF WITH 10" STUBS (SEE DETAILS) I UNDERGROUND I I I UNDERGROUND I I I u THE ADIRONDACK 12" INV=318.50 1 INFILTRATORS INFILTRATORS I 8"PVCSD6 39LF@1.23% I TRUST COMPANY Q 10" INV=318.67 ❑ I T � "P ';?1r I BOOK 7 760 OF DEEDS a` 40 LF @ 1.25% 8"PVC SDR-26 (t1 I- - ------------ -- ------------------------0"xs"M.J.TEE L-------- -- ------------------ ----- ------I I I o T PAGE 212 vi 1 I NM W/VALVE AND I I 12" ADS N-12 ❑ 208A THRUST BLOCK o -�- - ------- ----- ---- 8"D.I.P.CLASS 52 WATER MAIN --- ----- --1 - ------- ------- ------8"D.I.P.CLASS 52 WATER MAIN- -- ---- ---�--- T HEADER PIPE WITH 10" yl W 1 - -- --------T------- J W.S. ws. �ws, W.S. `°'w s o W.S. W.S. W.S. W.S. 12" INV=319.25 cu W.S. I ws. W.S. 3 Z a 10" INV=319.42 °I o I � z 01 M V ROOF ELEVATION=366.6t L of STUB END OF WATER ❑ a 25- Io ° PROPOSED SUBSURFACE x CL 1 MAIN W/ M.J. CAP, NIT105GARAGE UNFr102GARAGE 14 CC EGaRAssorri a INFILTRATION SYSTEM (SEE DETAILS) VALVE & THRUST N1r 1 111AGE 334SF UNI1 104GARAGE INIr103GARAGE 33 LNIr101GARAGE , � c aGARA rorrlUu � kae i 30ARAGBOrrIVU STUB END OF WATER BLOCK 4e3'f 484Sr 487SF NA y C.O. r2c8c TOP STONE=322.75 61 zsec a N ❑ I u- 0 TOP CHAMBER=321.75 1 MAIN W/ M.J. CAP, 75 I PROPOSED SUBSURFACE C.O. I a BOTTOM CHAMBER=319.25 16 VALVE & THRUST D. BRIEN RAGONE 1221 INFILTRATION SYSTEM (SEE DETAILS) M ao g° BOTTOM STONE=318.75 r' BLOCK oI - L.A. #002135 W TOP STONE=322.17 UT-321.08 R ELEVAnoN=384 N J 1 1� 12 INV 0 / TOWS .9f ASPHALT WTYP BOTTOM CHAMBER=318.67 i N \) - PAVEMENr I O a - # ;� _ .� # I��, a°° SMA#7 - INFILTRATION 1 I 1 C)❑ BOTTOM STONE=317.67 DG 3 BLDG 4 1 TRENCH 1 1 a 12" INV OUT= 320.50 D N ITSrl a z, INDIVIDUAL WATER & 6 U N ITS ----------------------- ❑ a g H a SEWER LATERALS FOR �F ,J Q © � INDIVIDUAL WATER & a I o EACH TOWNHOUSE AS �� LA E'i SMA 6 - " L D L 3I n SHOWN, TYP. I. a DW rF=32 7.,3 _ SEWER LATERALS FOR ----- L w� a # EACH TOWNHOUSE AS N r' �� L L O eorroA,4=3 4o -� L uNIT7oI a turn � SHOWN, TYP. ��1,1�14 SF , a2cAr,r Lj INFILTRATION TRENCH Y s0 a0I JT / 1 fiT 104 103 1,062 SF ° y I C 3E2 520,r £O PO 92 ESO,Y fi01 Y ASPHAL T CE .. re- RmmrReE a +O a Oft SF 900 SF ., y 1 3 12 Oc'@ I1�21 3 92 rA2 3"92 80 PAVEMENT a �lII0 E: C z LA -, Qj MH TF 322.45 EE ,��fl �� � � LlU �U UU I CB#18 �� INV /G MH TF=324.60 /NV(N)-315.55 Il ° 00 INV(S)=315.65 = - • I d°'- P a /� / (CODER SEIZED) m lRF lNV(S)=. _�� i INV( - JG lNU(W)=316.45 I CIRF (ON-LINE) (TOMMELL) - C•O, ° " I �� - - a - Q STOP LINE _ c.o. _ - C.O. __ _ SCALE: �' 100.51' 'O N25 50'00" C.O. C.O. ,;. ��� ' C. ° C O. '� CONCRETE SIDEWALK 3a75. 0" CONCR E SIDEWALK 11 1 i C RETE SlD W L 11 D, CIRF TO lRF) � • a a ° ° a° "° ° , ICI " ,°°..";`�� �ti.;.,.;'.�.;'.�.;'.;:,:���� � � � - 2 0 - OLP 72" VCP SAN r 10" VCP SA_N - - - - - - 12' PVC SAN- - - TURN - - - aj �, g - _EH SIGN GN _ _ _ SAN +' CONCRETE APRON Q OLP . TREE �,, 9 P 3?3" PVC S 30 MPH NM 205 W/ -�- -�- 1 O 4 ---- ) ---- OHUL -�? NM 207 <i� ��� 1 UL 206 \ SIGN OHUL RISER AND GUYS OH NM _ 75 FOGG , FOGG NOT FOR ____ ____ FOCC O8 I "� IN K PI 20S L - - - - - - - - - z BENCHMARK: " HOPE STM \ 6x6 w ✓e 4 v�i 322 DOCK SPIKE SET - Z \ , CONSTRUCTION TI N e A 324� (5 HIGH) CONIC DYL ELEVATION=323.80 GB#7 U �� a ) �\ 6': 0 SOUTH BR Y o DYL PB# 2019 0319 Ln MEDIAN O 14 D WTI l \S ti o � � � & N. Y.S.I I�ROU TE 9 �« MEDIAN SHEET TITLE. w T YL o CONNECT TO EXISTING SANITARY °YL CB TF=324.30 0 z SEWER W DOGHOUSE MANHOLE INV(N)=320.00 ° / VA CB TF=323.50 L 324 /NV N =319.17 CB TF=324.00 /NV(S)=320.07 Pa FOCI C I (SEE DETAIL) & PER CITY OF NU(S)=319.25 /NV(SE)=319.55 UTILITY PLAN N FOCC \ Focc SARATOGA SPRINGS STANDARDS Focc CONCRETE APRON Cf \^/ C CONCRETE APRON 24" HOPE STM � h'YL7V � a a - - - - - - - - - - OLP - - - - - - - - - - OLP_ + PP OLP N OLP v1 A.L.O. EXISTING WA T MAIN PROPOSED CONNECTION TO STORM SEWER MAIN. w CB TF=322.70 SHEET: o CONTRACTOR TO VERIFY SIZE, TYPE, AND LOCATION O /NV(N)=314.40 Approved by the Saratoga Springs Planning Board under authority of a resolution OF ALL UTILITIES AND OBTAIN NECESSARY PERMITS 2 ( )=377.80 BENCHMARK: ° lNV(W)=315.03 MH#1 (DOGHOUSE) NUT AT HEAD OF ARROW FROM CITY OF SARATOGA SPRINGS PRIOR TO TF=324.02 ON FIRE HYDRANT START OF CONSTRUCTION n 8" INV IN=316.60 ELEVATION=325.93 adopted 6 Of 12 PROPOSED CONNECTION TO EXISTING WATER MAIN. CONNECT TO WATER MAIN PER CITY OF SARATOGA 10" INV IN=316.49 SPRINGS STANDARDS. CONTRACTOR TO VERIFY SIZE, 10" INV IN=316.39 TYPE, AND LOCATION OF ALL UTILITIES AND OBTAIN Chairperson: Date Q NECESSARY PERMITS PRIOR TO START OF CONSTRUCTION i rY (03 EAST - ------------- --- - BOUNDARY CORNER RUBBER GARDEN N OF LINE "RA/ES";/tS (T :CAu CL _'n'A IL (Tl'r CAL% FALLS IN 12" TREE HOSE S25°50'00"W � � o 3 _ 400.00' 4' HIGH CHAIN LINK�ENCE 0 C 3 O C 3 C 3 C3 C3 OO O C 7p 70 4' HIGH CHAI� LINK FENC 12 GA. GALVANIZED EXISTING WOODS 334 - - s 3g3- 332 331 _ - 4.3' �1 WIRE. w O �� TO REMAIN 334--�� �� - �l —335�' 3.5 HIGH MASON TREE SHALL BEAR SAME RELATION TO FINISHED GRADE RE TO e TO �33° --- = "��,�°���'� 3�a EXISTING O GRADE PREVIOUS - -27— T _ - _._�_ - - - —(10) — -+ -+ — — - - - - - +� - - - - - - - - - - -t - - -�,��� �� �� � - - - F) — — — — — — — — — — 2" LAYER OF BARK MULCH � SHED __-_ — < ° uin o AN � CEDAR POST �a M , a DL — � � ° �muiinrv���� '�.,. _��u�inuo �V CR CR CR o (4) ICJ REMOVE ��11,��� (3) CUTAND M TOP (3) (3) �I BURLAP FROM °� � _ _ _` OF BALL (3) P / MP w „ w A, J a yll"Alltl SAUCER SHAPED UP (3) FROM FINISHED GRADE (fl N 3'-0" LL N J , (7) 2 — N LL DL CA 1 III 1- V6) 3 UNDISTURBED GRADE J ( ) -III OR EARTH BERM HIGHPG MIXTURE - CHAINLINK (1) is � ° � - � 3 - NOTE: `} Q Q FENCE ( ) ° _ � � � i ii i ii. a I W -325 AA a e MP I _ - 4" MIN DETAIL ALSO APPLIES TO SHRUB of (3) (3) I INSTALLATION. (EXCLUDE STAKING Q ASPHALT OI TWICE DIA. OF ROOT BALL PROCEDURES) PAVEMENT O VD 1 CONIFEROUS PLANTING (n a (3) + (1) 7 NOT TO SCALE BLDG #1 VD LCA j J1 BLDG #2 z HIGH WOOD STOCKADE FENCE } 1 6 ( ) N25 50'00"E 23 — UNITS J; v O O VD 23 — UNITS ~ ` 5 W 25.00' fl. rM,4 ( ) ti � CA AA MH IN a ( ) L a + CONC EXISTING GAZEBO o O ° JC �� (3) BLDG #5 (3) TO REMAIN O TREE WRAPPING FASTENED O wI � CA NEAR TOP AND BOTTOM. NV-6" a °N� °a COMMUNITY is 0 3 s IS O U r� "^`� E. ,JS GAZEBO MP ° °° 3 w ON BRICK RUBBER GARDEN HOSE. rn I CENTER ( ) V -a a 1 3 J s r 2 O n CA Z rn° a 12 GA. GALVINIZED WIRE. — I � a o (3) I AA CA AA ° — W CA ' � a VD ° ° � CEDAR POST. I- 12 3 3 6 CA 3 I ( ) Z as 31 3 VD JC O O j TREE SHALL BEAR SAME VD JC — 1 1 o RELATION TO FINISH GRADE AS ASPHALT � I .� p,, 3 ( ) — ( ) ( ) MIN. IT BORE TO PREVIOUS EXISTING Q (D O PA UEMEN T l V J JC 1 , r } o� a � I ( ) ( ) GRADE. C7 AA VD JS — } JC (0) JS AA WZ AA AA Z j z JC w F (2 OF 3) CENTER J (3 OF 3) 1 3 1 6 ? — o ❑" (4) (6) (4) (1) N GREEN AREA J ( ) ( ) ( ) ( ) (3) SAUCER SHAPED UP FROM W W FINISHED GRADE. Z v IEl � SITTING BENCH g ° I BIKE RACK VD BIKE RACK ° } J♦ o a s 0 PER OWNER I J 0 1 o PER OWNER I PER OWNER a I CUT AND REMOVE BURLAP a a " a ° III��I Il I°I . of 3 ° I 2 C� I III III IIII c ( ) - - FROM TOP OF ROOT BALL. J Z OF - I I Q° I II o a I I 2 CONC N ° " BRAKE, INC. PAD wn + w — — ° III III o U 5 � I ' I W A T PAGE 396 w 2 0 TOPSOIL MIXTURE. IY Q d rr � — 2 Z z R U I m — o N I ti L.L w C — Q ° a a ° a ° w �� OC `� J J W al0 I— Q a w o O O a ERVEo UNDISTURBED GRADE OR TAT ON I ' I '^ rn / 1 ❑ W 01 E) ElCOMPACTED FILL. I vJ w AR AR PS PS AR AR _ LL O I Q ❑ w TWICE DIA• (1) (1) (1) CA (1) (1) (1) a of BALL J Q O O Q m (3) Y } U ° a 2 DECIDUOUS PLANTING Q cn NM °0 7 NOT TO SCALE J 2oaA III ❑ = DRAWN 8Y DBR LQ 2 CHECK BY DBR QO JS JS EDP PROJECT NUMBER 174264 Z 5 S ,5 y \I//_ THE ALTERATION OF THESE DOCUMENTS IN ANY WAY. U O < ( ) ( ) CNN°° r I/' y�/ UNLESS DONE UNDER THE DIRECT SUPERVIS/ON OF A COMPARABLE PROFESSIONAL. O.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ❑ 'q a +mowC ��( ��( ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLATION NI 110�GAHAGL UNIT 102 GARAGE - - 3GA9AF/M[TINII l7ARA_'i UOf TIU CU LJJ/lY7'V�VCJJ/lY7'V�V OF THE NEW YORK STATE EDUCATION LAW AND/OR NIT t p6 GARAGE 334 F UNIT 104 GARAGE AT 103 GARAGE 33�SF 1�� 12 CEE lLf.PEE REGULATIONS AND/S A CLASS 'A" MISDEMEANOR. ° ` UNIT 101 GARAGE v - 316A ArG ICI TWI. 38ARA£1£O�TINU 3BAFAG POI TINLI 3rGAFArG 90f TINU a 49� _"- 48�F 48� 4fl7 SF �+ ' e+a 92 C84 9B m8 9a E84 SPA � � a REVISION DATE BY ❑ w � ° SHRUB SHALL BEAR SAME h VD VDrriii RELATION TO FINISHED GRADE I I AS IT BORE TO PREVIOUS W I�1 1 EXISTING GRADE i N 7 a ° ASPHALT W� °a a ° PAVEMENT a ( Q BLDG #3 �� • Jc Jc a • �a BLDG #4 a, �,, 1 1 ° ;-- Ire/ a a ° — O O —° L � 6 UNITS ITS � � 6 UNITS ] � L _ 2 LAYER OF BARK I- E as ° I � MULCH a CD � � � � ° E � a� ���uu � uuuu ® 4 I � � I;I °a uluuu � "" �IUIu�� �' cn I�L-II�IL � ����� r PC PC E uuuuu �� �� DW TF=324.30 J713 UNIT 101 (3) (3) IOI TWu 1 INV(NW)=317.3t �� .� ,S aorroM=316.40 VVV � , CUT AND REMOVE BURLAP 1.147 SF i /� \r 3-2 CA-1 ❑ ❑ ❑ ti� rlos u u o2 is JC` a g r� Q FROM TOP OF ROOT BALL 106 UNI 10T 103103 1,002SFE �92SaQf EOf 'Of U� �g2ESOf 0 ° ASPHALT 08 SF 94I SF Il�u 950 S= _ 1 1 a '�--'` 92 Od�� 92 fAB Il�� 9890, PAVEMENT I o ( ) ( ) ° a _ E: C ❑ + a a ❑ a LA SAUCER SHAPED UP N — E] El MP MP a 0 E: F E] ❑ ❑ ���v// FROM FINISHED GRADE N MH TF=322.45 TEEUlu 2 2 O [I LI IQ L-FU316. O lG ' INV(N)=315.55 O HM HM O TOPSOIL MIXTURE ti INV(S)=315.65 _ _ 3 '�.. _� _ _ _ INV(W)=316.45 CIRF �'S- a _ _ STOP LINE Q MMELL 100.51' N25°50'00"E a a ° ° ° CONCRETE SIDEWALK ^ —IIIIII—III III—III �, _ (99.6' CIRF TO lRF) —— C—BETE SlD W LKa " a ° n_ D BRIEN RAGONE— —— -- — � ° a . 0°-- Lc — Lc ------ 12— ----- — --- EH -------- --- III—III I _I ----- VC SAN " 12" VCP SAN � 10' VCP SAN � � - --------- �� r o --- —__� -------- III III 8" MIN. III L.A. #002135 CONCRETE APRON 10' PVC SAN � OLP ° )) TREE �� o NG - 30 MPH W/ ——— - o -- ----I OHUL '�---_ O NM 207 t O OLP (1 0) (1 0) 206 + SIGN O } UYS� 0 QJ ---- - --- L OHUL NM Zoe - - ---- �' --- ---- ---- = _ UNDISTURBED GRADE � _ - - - - - - - - - _ IIIIIIIII IIIIIIIII Focc — — Focc = MIXTURE. TH BERM J II 2 BENCHMARK: ` _ — — 78" HOPE STM 1 6x6 W/ JB o Q (5' HIGH) �322 IN DO UP NM1K208ET AM CIF I AM I AM CIF AM GDNG Li ELEVATION=323 I I .80 ( ) ( ) I I ( ) OL \ I 3" MIN. w ❑❑ ❑� �I SOUTH BR O14 D W14 Y 1 4EDIAN 11 � \v TWICE DIA.OF ROOT BALL U. S. & N. Y.S.1 ROUTE 9 ��\ MEDIAN N DYL IIw 11 II \ - 3 SHRUB PLANTING a PLANT SCHEDULE: 7 NOT TO SCALE � CODE SCIENTIFIC COMMON PLANTING MATURE MATURE PLANTING NOTES: PLANTING BED PREPARATION NOTE: QUANTITY NAME NAME NAME SIZE (MIN.) ALIAS HEIGHT WIDTH PERENNIALS 1. PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL PAVEMENT, AND GRAVEL BASE SHALL BE REMOVED FROM PROPOSED PLANTING BEDS AREAS. COMPACTED SUB O BASE MATERIALS SHALL BE DECOMPACTED FOR A DEPTH OF 12". PLANTING BEDS SHALL BE FREE OF ROOTS TILLED TO ' 16 HM HIBISCUS MOSCHEUTOS HARDY HIBISCUS 1 — GAL. CG 2f FT 1.5f FT 2• ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED, SHALL BE TOPSOILED, SEEDED, AND MULCHED . (MULCH - STRAW, HYDROSEED MIX, A DEPTH 12". INCORPORATE 2" OF COMPOST INTO SOIL AND TOP DRESS WITH 3" OF HARDWOOD MULCH. o OR BIODEGRADABLE NETTING.) MIXTURES TO BE APPLIED SHALL BE DETERMINED BY OWNER'S REPRESENTATIVES. TOPSOIL TO BE 4" MINIMUM. SCALE: 20 LC LOBELIA CARDINALIS CARDINAL FLOWER 1 — GAL. CG 3f FT 1 f FT �� ' i 3. EXISTING VEGETATION SHALL REMAIN UNDISTURBED WITHIN ALL AREAS OF SITE WHICH DO NOT REQUIRE GRADING. TOPSOIL NOTE: 1 — 20 SHRUBS 44 AA ARONIA ARBUTIFOLIA RED CHOKEBERRY 3 — GAL. CG 6f FT 3f 4. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM BARK MULCH WITH FILTER FABRIC WEED CONTROL OR EQUAL. ALL AREAS WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED OR OTHERWISE RESTORED SHALL RECEIVE A MINIMUM a OF 4" OF TOPSOIL. ALL LANDSCAPE BEDS SHALL RECEIVE A MINIMUM OF 12" OF TOPSOIL. 5. THIS PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO SITE PLAN FOR DETAILED GRADING AND UTILITY INFORMATION. TOP SOIL SHALL HAVE; NOT FOR 30 CA CLETHRA ALNIFOLIA SUMMERSWEET 3 — GAL. CG 3f FT 4f FT 0 2% -20% ORGANIC MATTER i 9 CR CORNUS RACEMOSA GRAY DOGWOOD 24" — 30" B & B 10f FT 10f FT 6. GUARANTEE: PH OF 6-7.6% CONSTRUCTION MAXIMUM PARTICLE SIZE 1.5" s 17 DL DIERVILLA LONICERA NORTHERN BUSH HONEYSUCKLE 24" — 30" B & B 3f FT 4f FT A. FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK UNDER CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: 0 LAWN SEED MIX: PB# 2019 0319 ° 11 JC JUNIPERUS CHINENSIS HETZ COLUMARIS BLUE PFITZER JUNIPER 24 — 30 B & B 12f FT 5f FT 7• GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; o 30 JS JUNIPERUS SABINA BROADMOOR BROADMOOR JUNIPER 3 — GAL. CG 2f FT 6f FT $• REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD, PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; SEED ALL AREAS WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED OR OTHERWISE RESTORED WITH GRASS SEED SHEET TITLE: CONTAINING A MINIMUM 20% KENTUCKY BLUE GRASS, 20% FESCUE AND A MAXIMUM OF 20% ANNUAL RYE GRASS. o 13 MP MYRICA PENSYLVANICA NORTHERN BAYBERRY 18" - 24" B & B 5f FT 5f FT 9• REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; SEED SHALL BE APPLIED AT A RATE OF 7-10 LBS PER 1,000 SF. 6 PC PRUNUS X CISTENA RED LEAF SANDCHERRY 18" — 24" B & B 5f FT 5f FT 10. GUY AND MAINTAIN AS SPECIFIED HEREIN, AT NO ADDITIONAL COST. PLANTING PLAN Pa 16 TO THUJA OCCIDENTALIS 'EMERALD GREEN' EMERALD GREEN ARBORVITAE 3' HT. B & B 4f FT 15f FT A. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER BEGINNING OF THE "GUARANTEE PERIOD" SHALL NOT EXTEND THE "GUARANTEE PERIOD" OF THESE a 12 VD VIBURNUM DENTATUM ARROWWOOD VIBURNUM 3' HT. B & B 5f FT 5f FT PARTICULAR PLANTS; THOSE REPLACEMENTS MADE SIX MONTHS OR MORE AFTER THE BEGINNING OF THE "GUARANTEE PERIOD" SHALL BE MAINTAINED AND i GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE TIME OF REPLACEMENT. CL TREES 11. APPLICABLE STANDARDS: "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND "STANDARDIZED PLANT NAMES" °a1 4 AR ACER RUBRUM AUTUMN SPIRE AUTUMN SPIRE MAPLE 2.5 CAL. B & B 35f FT 20f FT BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, ARE A PART OF THIS SPECIFICATION. ALL PLANTS SHALL BE NURSERY GROWN, NOT Approved by the Saratoga Springs Planning Board under authority of a resolution SHEET: GATHERED IN THE FIELD. 4 AM AMELANCHIER 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 6' HT. B & B 20f FT 15f FT N 12. PLANTS LISTED IN THE PLANTING SCHEDULE CAN BE SUBSTITUTED FOR SIMILAR SPECIES OF THE SAME SIZE WITH THE APPROVAL OF THE OWNER/DEVELOPER 7 f 12 2 CF CORNUS FLORIDA FLOWERING DOGWOOD 6' HT. B & B 20f FT 15f FT AND/OR PROJECT LANDSCAPE ARCHITECT. adopted 0 0 1 PG PICEA GLAUCA WHITE SPRUCE 6' HT. B & B 20f FT 10f FT Chairperson: Date 2 IPS I PRUNUS SARGENTII ISARGENT CHERRY 1 2.5" CAL. 113 & BI 25f FT 1 20f FT rY 50'-0" EXISTING 10 FT. MIN EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: ADDITIONAL EROSION CONTROL AND GRADING NOTES: U') 10 EXISTING PAVEMENT 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: p GROUND 1. MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR CL EROSION AND SEDIMENT CONTROL. IT �(IlL BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL MOUNTABLE BERM 6" MIN. LATH AND FLAGGING SAND BAG A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS p ON THREE SIDES LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED REQUIRED TO PROTECT THE SITE. FILTER CLOTH PROFILE (OPTIONAL) y FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. OA O A' • USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES 1V:3H OR GREATER. 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE 10 MIL SAND BAG PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. DESIGNATED ON PLANS. 50'-0" MIN. PLASTIC B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: 3. SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE O DEPRESSED U LINING PERIMETER PROTECTION USING SILT FENCES SHALL NOT EXCEED 50%. z AREA INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES g STORM SEWER, CURBS AND GUTTERS 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A Z STABILIZED CONSTRUCTION EXIT POINTS BIODEGRADABLE NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE Z �O 04 O U - STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) "RILLING" OR OTHER EROSION PROCESSES. 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: 5. TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. p Z _ A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY. g EXISTING O U - 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. 6. SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER c r PAVEMENT 10 MIL PLASTIC LINING it- III C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. CONSTRUCTION. N a 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 2' MIN. O a a a a 11LATH AND FLAGGING SECTION (A-A SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. 7. ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). ON THREE SIDES 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 (� N TEMPORARY PLAN VIEW CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING DESF) TTEMIGN YAAND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. B. NCHEROSILAY RON OOFOCHOPPOEDMSTRAW. KNITTED AT) OR EINTO QAA RUGGED LMAT WTH BE ALALED THIN ONNETTING ALL IOFLPHOTODEGRADABLOPES: AN IE POLYPROPC FIBER YLENE. SECURE LF 101. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM 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 MAT TO SLOPE WITH 6" STEEL U-SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTURER'S INSTRUCTIONS. O N O FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND SWPPP. U ('7 SYMBOL 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE 9. STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, + CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED 3. PLACE A SECURE NON COLLAPSING, NON-WATER COLLECTING COVER AND REPAIR ACTIVITIES, AND FILLING OUT INSPECTION AND MAINTENANCE REPORTS. TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. OO r IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT I) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL 1- a CONSTRUCTION SPECIFICATIONS CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW. BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS THAT ARE USED ONSITE IN GOOD 10. VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE r J (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. DOCUMENTATION THAT DEPOSITS OF SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE. OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. a 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. O Q 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR 11. KEEP ALL CONSTRUCTION EQUIPMENT, TOPSOIL STOCKPILES AND ANY TEMPORARY/PERMANENT GRAVEL AREAS OFF FUTURE SEPTIC AREAS. CC Q 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITIES MUST BE NEW POLY SHEETING AFTER EACH CLEANING). THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. J - '' G INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. �L ��w 4' RICR cHAI LINK FENc �� 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. _x_ u u u -- J Q 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE 4 CONCRETE WASHOUT FACILITY IN o O D s / /333- 332 331 33a 4.3' PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE �� -335� 334 (THREADED) PERMITTED. 8 NOT TO SCALE 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO 329- 329 PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH SILT FENCE AS CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT 326 PER DETAIL �% -26 3 z SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND 327 32 BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. - - - - - - - - - - - 8 (TYP.) - - - - - - - - - - - -J- - - - - - - - - - - - - - - - - - - - - 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR r«< s �/ �� 32S N r FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH EROSION AND SEDIMENT I _ w 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 CONTROL LEGEND. REMOVED IMMEDIATELY. I I �� \ \ rn 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 3 I O `o STABILIZED CONSTRUCTION ENTRANCE °°�° ° ENTRANCE CONSTRUCTION / o 0 8 NOT TO SCALE i J z .-. FILTER SOX INLET PROTECTION 0) SILT FENCE GENERAL NOTES: 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE I I I O ~ TEMPORARY SILT FENCE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. SOIL STOCKPILE z O O Y 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2%2" NOM. HARDWOOD, OR AREA ` 0 STEEL 'IT" OR "U" POSTS (1Ib per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 6' TACI ^�° I W 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. CHAINLIv� Q (n O SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT � � LIMITS OF DISTURBANCE FENCE TO PREVENT COLLAPSE. / ��s I - W Z }4. 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. -/-4 STONE CHECK DAM \ 2 325 I ` _ /� r 3 FILTER SOCK INLET J, W z I W 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: I i I `O_ PROTECTION AS PER 0- z SLOPE MAXIMUM X / 8 DETAIL (TYP.) I V Q STEEPNESS LENGTH (ft.) y y'" 3 / J 2:1 25 I 00 2s ( J r�n 4:1 705 I �^ v z 5:1 OR FLATTER 100 O 0 x, BLDG � 1 j U' BLDG #2 j _ w o 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y4 ACRE PER 100 FEET OF FENCE, � ��X � Q WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET 1 23 - UNITS 23 - UNITS EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. - x '� '� 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 � '''-x MH IN L.i W < v }1 FF = 325.30 CONC FF = 325.50 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. �- �s Sy O,8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE x I B L D G #5 s iINc I L O DISPOSED OF AS UNSUITABLE MATERIAL. �x SILT FENCE 5' MIN (10' PREFERRED) Cr, I I COMMUNITY O 1 �_ O O Q x vr, 2 j� SE_F a cAZEeo I 0 ON BRICK Lq CENTER N - Q 0 0 0 0 0 1 4' HIGH ORANGE x 32 1 Q U (n 0 o m _ I FF = 325.30 rn \_HARDWOOD POLYETHYLENE 1 POST LAMINAR SAFETY G W I_ c�Q DRILL DRAWN BY DBR UNDISTURBED NETTING WEL S GROUND WARNING FENCE, x CHECK BY DBR cn SEDIMENT TYP. \-CONTAINMENT EDP PROJECT NUMBER 174264 I 1 SLOPE O AREA _ THE ALTERATION OF THESE DOCUMENTS IN ANY WAY. } POST THE R 325 UNLESS DONE UNDER THE DIRECT SUPERVISION OF A w I TREE P R OT E CT I O N ^J7 I COMPARABLE PROFESSIONAL. O.E.) ENGINEER FOR AN p X FOLLOWING SIGN x _� ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE TREE SAVE ON ALL SIDES OF AS PER DETAIL 8 ARCHITECT OR SURVEYOR FOR ASURVEYOR, /S A VIOLA ON AREA TREE PROTECTION v1 OF HE NEW YORK STATE EDUCAT/ON LAW AND/OR FENCE: "TREE 3 - ° REGULATIONS AND/S A CLASS "A" MISDEMEANOR. l 1 SAVE AREA" I wo REVISION DATE BY � ^n � ❑ mw 3 25 I fi N I 3 PLAN s I s 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* ElS { gas HARDWOOD POST IIIII IIIII °°°°°° * OR STEEL "T" OR "U" SECTION POSTS (1 Il MIN.) III III IIIIII El D WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) z wR cPAoc D SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) DRIPLINE w Z 6 g2� SEDIMENT TREE PROTECTION = Z W CONTAINMENT AREA w°o �� I eESErtveo � o \\ 5' MIN (10' PREFERRED) o z CI - W °moo°� E.V.3TATIQN., I ono°o� Z O 5 DURING CONSTRUCTION - - - - - w SILT FENCE INSTALLATION NOTES: - - 1. GEOTEXTILE FABRIC AND WOVEN \ TOE OF z 8 NOT TO SCALE w 323 0 0 WIREMESH TO BE FASTENED SECURELY >�j� SLOPE FILTER SOCK INLET Y cli TO FENCE POSTS WITH WIRE TIES OR ��\\\\\ UNDISTURBED tti 3 PROTECTION AS PER STAPLES. /\ \ o GROUND Sti o 2. FILTER CLOTH TO BE FASTENED \ flow M N SOIL RESTORATION: -1 D 324 8 DETAIL (TYP.) SECURELY TO WOVEN WIRE FENCE WOVEN WIRE MESH /\�� _ - J L _ o a WITH TIES SPACES EVERY 24" AT TOP REINFORCEMENT (IF //i\ `/ / AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN NM o \j\\ }\ MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON-IMPERVIOUS ❑ �208A I = 0) AND MID SECTION. NECESSARY MIN. 14 � � L 3. WHEN TWO SECTIONS OF FILTER CLOTH GAUGE WITH MAX. 6" RETAIN EXISTING \ AREAS ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED. IN AREAS OF CUT OR FILL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W 75 ADJOIN EACH OTHER THEY SHALL BE OPENING VEGETATION, IF THE SOILS SHALL BE AERATED AND 6 INCHES OF TOPSOIL SHALL BE APPLIED. IN i D. BRIEN RAGONE PfI OVERLAPPED BY SIX INCHES, FOLDED POSSIBLE ` AREAS OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET AND STAPLED. LFROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS) THE FOLLOWING L.A. #002135 4. MAINTENANCE SHALL BE PERFFORMED EXCAVATE TRENCH, BURY SILT FENCE FABRIC RESTORATION MUST BE APPLIED: ti C 0 AS NEEDED AND MATERIAL REMOVED AND BACKFILL/COMPACT EXCAVATED EARTH I 25- x El WHEN "BULGES" DEVELOP IN THE SILT 4 f 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. J w Oof FENCE. SECTION W � I �+ / � m 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A = O CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, OR TILLER, MIXING, AND =1 2 SILT FENCE CIRCULATING AIR AND COMPOST INTO SOIL. �s W 8 NOT TO SCALE 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND L AIL L LARGER SIZE ARE CLEANED OFF THE SITE. WFP = r �! TYP _ I R l �� EXCESS SOXXTM MATERIAL ( B L D G B L D G ��, '•�• WING CURB 4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES ° a . . . . . . . TO BE DRAWN IN AND TIED I OFF TO 2x2 WOODEN STAKE, (TYP.) . . . . . . . . . ❑ _ _ 5. VEGETATE AS REQUIRED BY APPROVED PLAN. 6 U N ITJ L 6 UNITS . . . . � :.: .. I © 0 � �� ° `}. �L Lj�Lj =JI_ = GF = 324.0 -���� F = 325.0 �LLLL� ' SEQUENCE OF CONSTRUCTION ACTIVITIES: ❑ Q� �� �G��� �� TES m � __= r , Qj ti v- 1. CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. 4 CONCRETE WASHOUT WIRE TIES, (TYP.) .?' ' ' ' 2. INSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS �ti� TREE PROTECTION 5 JAREA AS PER DETAIL '� o r LP �, STORM GRATE SHOWN AND OTHER LOCATIONS AS NECESSARY TO STABILIZE THE SITE. AS PER DETAIL 8 d SCALE: i STORM GRATE ° LA 11 - FILTREXX® 8" 3. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE El 1 - 20 s �l SOXXTM FILTREXX® 8" SOXXTM r^ - _ C- ------- ° ° O SOXX ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE - - � � � � r--I---1 ° � V � BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. �� �� y DRAIN INLET PLAN CURBSIDE PLAN TEE �U 0 O L� Law �D �� a 4. FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE EXCESS SOXXTM MATERIAL WIND EROSION. C)RF - I I = - NOT FOR a GSP FILTREXX® 8" SOXXTM TO BE DRAWN IN AND TIED (TOMMELL) ;44 - L--�-- _ OFF TO 2x2 WOODEN STAKE 5. COMMENCE SITE GRADING AND CONSTRUCTION. _ ---- -J ° °CONCRETE SIDEWALK CONSTRUCTION IIIII ° �° IIIII C RETE SlD W L ° o°° s � 4 CURB 6. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE - - FILTER SOCK INLET _ -III- FILTREXX® 8" SOXXTM THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. - - 10 vCP sAN '` 3 Ell PROTECTION AS PER 3 " PVC s S NG 4 _�2 - _ _ _ slcN - PB# 2�� 9 �3� 9 Pvc sAN -III III-III: Ln SECURE SOXXTM TO GRATE )� TREE 23 ° 3a MPH NM 2os wj RISER AND GUYS 0 0 WITH RUBBER TIE DOWNS 7. INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, oHUL DETAIL (TYP.) 71 ° O HUT 206 \ OHUL N CATCH CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. NM 208 SHEET TITLE: Focc _ _ _ _ _ _ Focc ` - -III BASIN III -III '' -IIIIII-III- 8. FINALIZE PAVEMENT SUBGRADE PREPARATION. � Fe�� � I- z BENCHMARK: �8" HDPE ELM E ROS 1 V /`1�V I; 11 1 IIIIIII1 322 DOCK SPIKE SET - - Q °� SILT FENCE AS �s�HwH�RCOWL' _ 9. CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER IN UP NM 205 ° CATCH MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION BARRIERS MAY BE REMOVED ELEVATION-323.so PER DETAIL 2 SEDIMENT BASIN TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON DYL a �." DRAIN INLET SECTION _ I11I 1=II11I11 a THE PLANS. C SOU �H R O� D w� y (�'P`) CONTROL PLAN - -III1 I II J��//1� II � I I I� �.� -� 10. REMOVE DROP INLET PROTECTION AROUND INLETS AND MANHOLES NO MORE THAN 48 0 STABILIZED CONSTRUCTION U.S. & N. Y.S. ROUTE 9 a NOTES: HOURS PRIOR TO PLACING STABILIZED BASE COURSE. u CURBSIDE SECTION DYL g ENTRANCE AS PER DETAIL SHEET: 1. ALL MATERIAL TO MEET FILTREXX SPECIFICATIONS 11. INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. o SILT FENCE AS Approved b the Saratoga Springs Planning Board under authority of a resolution F y 7 2. FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS SILT FENCE AS 2 z ,` 2 pp y 99 y 3. COMPOSED MATERIAL TO BE DISPERSED ON SITE, AS 12. CARRY OUT FINAL GRADING AND SEEDING AND PLANTING PER DETAIL C III PER DETAIL DETERMINED BY ENGINEER. 8 \ TYP 8 13. REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND (TYP.) ( ) adopted 8 of 12 Q 3 FILTER SOCK INLET PROTECTION EXPOSED SURFACES ARE STABILIZED. - C1 p o CONCRETE APRON OLP 24" HDPE STM _ _ OLP HY�� Q 14. REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN N A.L.O. EXISTING WATERMAIN Chairperson: Date 8 NOT TO SCALE THESE AREAS (THESE AREAS ARE TO BE PAVED LAST). w ce TF=322 To i rY LO TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION EXPANSION JOINT AT SIDEWALK 1 4" WIDE x DEPTH OF WALK Y4" TOOLED EDGE N 0 / Yz" 3" (Ya" R x 3/4"DEEP) FIBRE EXPANSION JOINT FILLER 6" TOP, FACE AND BACK SURFACES TO BE MACHINED SMOOTH TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT AT CURB JOINTS, EXTEND CONCRETE 20' MAX -V 1� �' 7 FIXED OBJECT, a TO 2"-3" MAX. 1/4" BEVEL TYPICAL SPACING FOR EXPANSION JOINT CURB OR -` BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION a o w .. BELOW F.G. - EXISTING o O ••;; PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 FINISH GRADE 5' MAX 5' MAX 5' MAX 5' MAX 3 SIDEWALK _ c3 Q a o SEE DETAIL SS-8 FOR 3" o .. SIDEWALK REQUIREMENTS a a FIBER EXPANSION JOINT FILLER W.R. ~0 � ° COMPACTED GRAVEL - �° 6' REVEAL(MIN.) MEADOW 320-F. SIKAFLEX 1C SL SEALANT. AJd- �m � a SEE DETAIL SS-5 FOR PAVEMENT o cn Q ' NYSDOT TYPE 2 (SECT. 304) o 0 00 0o o°°o°o O�°° AND GRAVEL SUBASE REQUIREMENTS Z �� COMPACTED TO 95% STANDARD PROCTOR. OQ � 00 o0�o �N oa o ° o "��.a ° 0 EJ CJ CJ CJ EJ EXPANSION JOINT CONSTRUCTION JOINT wr n. �...° PAVEMENT TOP BINDER GRAVEL ESAL ° o" TYPE COURSE COURSE COURSE LEVEL 18" oe 00 �°j°a °)pp TOOLED JOINT 5' MAX ° �' GRANITE CURB O.0 EACH WAY. OR AS r SUBGRADE - COMPACTED TO 90% , ° SHOWN ON PLANS 1.5"W SMOOTH \\ \\ \\ \\ \\ \\ <O.3 �-�p, 0 a CONTROL JOINTS PARKING �Q o p o (1/4"R x 1"DEEP) 1" FINISH (TYP) \j\\j STANDARD PROCTOR LOT 1-1/2 2 8-10 MILLION 3" `� ° p 5'MAX O.C. EACH BROOM \//\//\//\//\// MIN. \ a TEXTURED \/\\/\\/\\/ �\ ", ` " °* CONTINUOUS CONCRETE INSTALL 6"X6" WAY ° (.0 N o O W1.4XW1.4 WIRE MESH 4,000 PSI AIR ENTRAINED a 4 ° FINISH (TYP) TOOLED EDGE 1 N STANDARD <30 0. ° o0 SETTING BED - SEE CONCRETE REINFORCEMENT CONCRETE SIDEWALK, SLOPE (Ya''R x ;Y4"DEEP) O ROADWAY 1-1/2" 3" 12" \' \' SPECIFICATIONS - DWG. SS-7 AT X" PER FOOT TOWARD MILLION //\/ X ��j��j�j 2" BELOW FINISH GRADE. CURB OR SIDEWALK, OR O N HEAVILY / //\//\ EE PLAN FOR WIDTH AS NOTED ON PLANS CONTROL JOINT TOOLED EDGE LL M TRAVELED/ <30 SUBGRADE COMPACTED TO TOPSOIL, SEED TRUCK 2 * 4 12 MILLION 90% PROCTOR 3" 3' AND MULCH J 2„ NOTES: LOADING CURB AND PLACEMENT SHALL CONFORM TO N.Y.S. DOT STDS. SEC. 609-3.01 \6" TYP. _ 1. ALL CONCRETE SHALL BE CAST-IN-PLACE 4,000 PSI AIR-ENTRAINED PORTLAND CEMENT TYPE A MIX NOTES: * SEE NOTE 2 6"x18" GRANITE - a ��j\�j�� IN ACCORDANCE WITH NYS DOT SPEC. SECTION 501. O Q Q TRANSITION CURB ° C 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND TAPER CURB TO 2. ALL EXPOSED SURFACED SHALL HAVE A BROOM TEXTURED FINISH & TOOLED EDGES. TOOL SHALL BE G LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT FLUSH WITH GRADE - CRUSHED STONE PROVIDE MAX 1-1/2" WIDE SMOOTH TROWEL FINISH ON SIDES AND AT JOINT. a X II Q SECTION TO BE INCREASED TO CARRY DESIGN LOADING. - SUBBASE COURSE JCONFORMING TO NYSDOT 3. EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20' ON CENTER, OR AS INDICATED ON PLANS. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. FINISH GRADE - ITEM 304.12I 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL =11 III=III-III= =IIIIII1 I- COMPACT TO MIN. 95% 4. JOINTS SHALL NOT BE SAW-CUT. r BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. ° 5'-0" TYP. OR USE RE-BAR MODIFIED PROCTOR MAX. II S SHOWN ON PLAN SUPPORTS/CHAIRS DENSITY. 5. APPLY SONOCRETE KURE-N-SEAL WB COMPOUND WITH FUGITIVE RED-DYE, OR APPROVED EQUAL, _ 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. -�� TO SET STEEL SECTION WHILE CONCRETE IS STILL DAMP. NON-COHESIVE VIRGIN GRANULAR � TO REQUIRED SUBGRADE (REMOVE ALL TOPSOIL & _ � 6. THIS PRELIMINARY SIDEWALK DESIGN ASSUMES THAT EXISTING SUBGRADE CONDITIONS CONSIST OF V! ROADWAY ASPHALT PAVEMENT CITY DETAIL SS- ELEVATION, TYP. ORGANIC MATERIAL) OR SELECT CLEAN GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. GRANITE CURB TERMINATION GRANULAR FILL TO MEET REQUIRED g NOT TO SCALE ELEVATION. COMPACTED TO MIN 95% PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY THE EXISTING SUBGRADE CONDITIONS USING A MODIFIED PROCTOR MAX. DENSITY. GEOTECHNICAL ENGINEERING CONSULTANT, TO DETERMINE THE FINAL PAVEMENT DESIGN. w 0 4 GRANITE CURB - CITY DETAIL SS- 19 1.5" (AFTER COMPACTION) TOP COURSE N.Y.S. D.O.T. ITEM 403.178902, TYPE 6. g NOT TO SCALE � CONCRETE SIDEWALK � � TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 9 NOT TO SCALE r , 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. TACK COAT V �n COMPOSITION & APPLICATION RATE SHALL CONFORM TO N.Y.S. D.O.T. 24" _ WIDTH 24" OR AS PER (D SECTION 407 N.Y.S. D.O.T. ITEM #407.0101 MANUFACTURERS CAST ALUMINUM FINIAL AND J SPECS., WHICH EVER SEE PG. 1 OF 2 FOR FIXTURE Z 2.0" (AFTER COMPACTION) BINDER COURSE N.Y.S. D.O.T. ITEM 403.138902, TYPE 3. IS GREATER ROOF SAME FINISH AS POLE & POLE DETAILS 12" SUBBASE COURSE (AFTER COMPACTION) TO CONFORM TO N.Y.S. D.O.T. STD. 2 W ANCHOR BOLTS SIZE BROADWAY: 6ARC22T5-MDL03 LED: 96 WATT SPEC. SEC. 304-2.02, TYPE 2, EXCEPT MAX. 8% FINES & MIN. C.B.R. 20% FINE AND LOCATION AS PER LL GRADE TO WITHIN tY4" OF TRUE GRADE. COMPACT TO MIN. 95% DRY DENSITY Y _ _ _ _ _ _ _ MODIFIED PROCTOR MAXIMUM DENSITY. ASTM D1557. LIMITS TO EXTEND A MIN OF MANUFACTURER OFF BROADWAY - INNER DISTRICT: O O =_III 12" PAST EDGE OF ASPHALT. 3ARC22T5-MDL03 LED: 53 WATT SUBGRADE TO BE STRIPPED OF ALL TOPSOIL AND DEBRIS AND TO BE COMPACTED a CONCRETE BASE-T (� � (n O TO MIN. 95% MODIFIED PROCTOR MAX. DENSITY & PROOF ROLLED (MIN. 10 TON 4,000 PSI, SONATUBE 2200 COLOR TEMPERATURE, TYPE 1` r W rn } STATIC). ALL UNSUITABLE AREAS SHALL BE EXCAVATED AND REPLACED WITH FORMED 5 DISTRIBUTION, 120-277 VOLT U � } V SUBBASE MATERIAL. FINE GRADE TO ±)2" N DIMMABLE DRIVER Co W z Z WOVEN GEOTEXTILE CONSTRUCTION FABRIC MIRAFI 60OX (MIN TENSILE W .� I W NOTES: STRENGTH OF 315 LBS) AS PER SPECIFICATION OF GEOTECHNICAL ENGINEER a ACRYLIC ACORN LENS U/ ( 1 0- z 1. THIS PRELIMINARY PAVEMENT DESIGN ASSUMES THAT EXISTING SUBGRADE CONDITIONS CONSIST OF CLEAN GRANULAR MATERIAL FINISHED GRADE 3/4" CHAMFER I..L v Q w ° 5T Q (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY THE � 1" PVC SCH. 80 TWIST LOCK FITTER FINISHED GRADE J CONDUIT, OR OTHER �O ZINC PLATED ANCHOR BOLT EXISTING SUBGRADE CONDITIONS USING A GEOTECHNICAL ENGINEERING CONSULTANT TO DETERMINE THE FINAL PAVEMENT DESIGN. APPROVED CONDUIT. DRIVER COMPARTMENT ASSEMBLY PER MANUFACTURER'S J C� z 2. ALL SUBBASE SHALL BE PROPERLY PLACED, COMPACTED AND DENSITY TESTED. o ) aou N RECOMMENDATION UrA Q Q 1 N ELECTRONIC PHOTOCELL 5 �►J Q � 3. ALL ASPHALT PAVEMENTS ARE TO BE FURNISHED AND PLACED IN ACCORDANCE WITH NYS DOT STD. SPECIFICATIONS FOR HOT MIX a a REINFORCING BARS (4) (STREET SIDE) • 2" PVC SCHEDULE 40 ` W O ASPHALT, SECTION 400. ) a #4 BARS VERTICLE NO DIRECT BURIAL a m U _ (SQUARE PATTEREN) o 4. ASPHALT PAVEMENT COMPACTION SHALL MEET OR EXCEED 90% OF THE MAXIMUM SPECIFIC DENSITY. z >� #3 TIES AT 12" O.C. GROUND ROD PER N.E.C. LL W = < Q a 2" FROM OUTSIDE j LL 0 2 DRIVEWAY PAVEMENT II I I � -I 11=1 I WALL g NOT TO SCALE w � � o � 4000 PSI CONCRETE BASE WITH m WELL DRAINED CLEAN, SONOTUBE FIBER FORM 20" DIA. J O 0 Q COARSE SAND BACKFILL p� a 6" MIN. (<5% PASSING �r UNDISTURBED SUBGRADE D 8 Q `' III= >� o o =III= #200 SIEVE) OR COMPACTED TO 90% 2 MIN. STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK Imo =III= 20" o a III o ICJ o -III UNDISTURBED EARTH DRAWN BY DBR 4" CONCRETE - SEE CONCRETE = �� - CHECK BY DBR o a SPECIFICATIONS - DWG. SS-7 0 4" DIA. FLUTED POLE EDP PROJECT NUMBER 74264 ° _ _ NOTE: .125 WALL THICKNESS 6" X 6" NO. 6 6 WOVEN WIRE MESH 0 o ° / 2 MIN. THE ALTERATION OF THESE DOCUMENTS IN ANY WAY. -� �- III -III III-III- 6061-T6 STRUCTURAL NOTES: UNLESS DONE UNDER THE DIRECT SUPERVISION OF A EXCEPT A.O.B.E. COMPARABLE PROFESSIONAL. O.E.) ENGINEER FOR AN p O ° 1. MAX POLE HEIGHT: 30 FT. GRADE ALUMINUM ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE 6" GRANULAR SUBBASE COURSE 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VIOLA ON OF THE NEW YORK STATE EDUCAT/ON LAW AND/OR NYS DOT SECT. 304, TYPE 2 POLE WELDED FOR SINGLE AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) REGULATIONS AND/S A CLASS "A" MISDEMEANOR. COMPACTED TO 95% STANDARD PROCTOR UNIT CONSTRUCTION 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. REVISION DATE BY NOTES: \\ \\ \\ \\ 5 LIGHT POLE BASE 2 FT REVEAL THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. SUBGRADE COMPACTED TO g NOT TO SCALE - /�//�//�//�//� 90% STANDARD PROCTOR 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2> SCHEDULE EXPANSION JOINT SPACING VERDE GREEN FINISH 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS 20 -25' O.C. REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND CONTROL JOINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH 5' O.C. NOMINAL SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE CROSS SLOPE - 1/8" TO 1/4" ACCESS DOOR ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH PER FOOT (MAX.SLOPE 1: 50 TYP.) BROOM FINISH PERPENDICULAR TO WALK 1" BATTER, TYP. 6" COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX TOWARDS STREET OR A.O.B.E. PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT MAX. SLOPE ALONG THE LENGTH OF 6" CONCRETE - SEE CONCRETE EXPANSION JOINT CONCRETE WHERE SHOWN ON SITE 00 o vo 17" DIA. BASE, .750 FLOOR THICKNESS FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR THE WALK SHOULD NOT EXCEED 1: 12 a o SPECIFICATIONS - DWG SS-7 MATERIAL & SEALANT PLAN AS PER CONCRETE SIDEWALK FOUR ANCHOR BOLTS AND ONE GROUND BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE . CONSTRUCTION JOINT DETAILS TO BE PER SIDEWALK DETAIL DETAIL, TYP. NOTE: CURB JOINTS „� THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND STUD (SEE PG. 2 OF 2 FOR FOUNDATION o SHALL ALIGN WITH SIDEWALK SLAB PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN Q SUBMITTED AND APPROVED BY o p �a JOINTS. DETAILS) BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO CITY ENGINEER 0 o . Q TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE ° SIDEWALK WIDTH TO BE 5' MIN. OR STREET Q o CURB AS PER SITE PHOTOCELL OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER o AS ORDERED BY CITY ENGINEER 6" X 6" NO. 6/6 WOVEN WIRE MESH PLAN AND ADJACENT ° WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. O CURB DETAIL ° ccd 0 17" DIA. BASE, 12" DIA. BOLT 8" GRANULAR SUBBASE COURSE �'-CIRCLE, DIAMOND PATTERN, FOUR cu NYS DOT SECT. 304, TYPE 2 STERNBERG POLE FOUNDATION - 1/2" x 18" ANCHOR BOLTS COMPACTED TO 95% STANDARD PROCTOR \\ \\ \\ \\ \\ SUBGRADE COMPACTED TO ° 9 CITY DETAIL LT- 3 i 90% STANDARD PROCTOR ACCESS DOOR g NOT TO SCALE m a WHERE CONCRETE IS NOT SPECIFIED, D. BRIEN RAGONE 3 TYPE 2 - VEHICLE TRAFFIC GOADING (ACROSS DRIVEWAYS) FINISH GRADE OF GRASS SEEDBED OR CATALOG NUMBERS.- m ASPHALT PAVEMENT SURFACE PER OTHER LANDSCAPING SHALL BEAR THE v) PLANS AND BITUMINOUS PAVEMENT SAME RELATIONSHIP AS CONCRETE BROADWAY: L.A. #002135 SECTIONS) WALK SURFACE. PT-A850SRLED-5T-6ARC22T5-MDL03-A-PEC/4210FP4/VG ti 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. OFF BROADWAY (INNER DISTRICT): QI 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 6 AIR ENTRAINED CONCRETE CURBING PT-AB50SRLED-5T-3ARC22T5-MDL03-A-PEC 4210FP4 VG 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. NYSDOT: CLASS J FOR MACHINE FORMING ASPHALT PAVEMENT R-3/4 1„ CLASS A FOR CONVENTIONAL FORMING STERNBERG LIGHTING W GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: SURFACE PER PLANS ``I 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. AND BITUMINOUS FINISHED GRADE 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. PAVEMENT SECTIONS) III-III I I I II I I TOPSOIL (4" MIN) ORCITY DETAIL N 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. ° CONCRETE PER DETAIL 8 0 ° IIIIIIIIIIII-III AT RIGHT. REFER TO SITE 3 CITY DETAIL SS- 8 ° I IIII CONCRETE SIDEWALK - PLANS FOR LOCATION g NOT TO SCALE a 9 NOT TO SCALE ° COMPACTED GRAVEL Qj ° BACKFILL 75 75 CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS o 0 0 0 0 0 0 0 0 0 0 0 6" 75 MIN Ln 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK o 0 0 0 0 0 0 CD o 0 0 0 �^ a° SCALE: WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITIHIN THE 6 ° 6" MIN. COMPACTED CRUSHED STONE SUBBASE AS NOTED APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM o 0 0 0 0 0 0 0 0 0 0 0 MIN.' COURSE AND BACKFILL TO CONFORM TO NYSDOT s AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN ITEM 304.12 TYPE 2. COMPACT TO MIN 95% m MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE MODIFIED PROCTOR MAX DENSITY (ASTM D1557). CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR z a APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR O NON-COHESIVE GRANULAR SUBGRADE (REMOVE ALL NOT FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT TOPSOIL & ORGANIC MATERIAL) OR SELECT 0 LEAST (3) PREVIOUS JOBS. IIIIIIIIIIIIIIIIII-III - GRANULAR FILL TO MEET REQUIRED ELEVATION. CONSTRUCTION 4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � COMPACT TO MIN. 95% MODIFIED PROCTOR, MAX. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOW, A DENSITY (ASTM D1557). PROOF ROLL WITH MIN. 10 +� NON-CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN IIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III TON STATIC WT. ROLLER. ALL UNSTABLE AREAS o AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT AND ABOVE, AN INCREASE IN III=III=III=III=III=III=III=IIIIIIIIIIIIIII SHALL BE EXCAVATED AND REPLACED WITH PB# 2019 0319 Ln RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99 SUBASE MATERIAL n, 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 NOTES: SHEET TITLE: DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN 1. FOR CONVENTIONAL FORMING, CAST IN UNIFORM SEGMENTS (20+/- FT.), 5. CONSTRUCTION TO MEET NYSDOT SECTION 609 SPECIFICATIONS, ITEM SEPARATED BY CONSTRUCTION JOINTS CAPABLE OF 1/4" EXPANSION. 609.04. 75 SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL) NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY 2. FOR MACHINE FORMING, FORM OR SAWCUT CONTRACTION JOINTS AT 6. THIS PRELIMINARY SIDEWALK DESIGN ASSUMES THAT EXISTING SUBGRADE CONDITIONS CONSIST OF CLEAN GRANULAR MATERIAL SITE DETAILS a WITHOUT INCREASING THE WATER-CEMENT RATIO. UP TO 20 PERCENT OF THE 20FT. MAX. INTERVALS 1/8" TO 1/4" IN WIDTH, 1 1/2" DEEP. SAWCUT WITHIN 8 HRS. OF POUR. (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE m CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SUMP PRIOR INTERFERENCE. PRIOR TO CONSTRUCTION, THE OWNER SHALL VERIFY 0 TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHED TO 3 3. CONTRACTOR TO SUBMIT JOINT LAYOUT PLAN FOR APPROVAL PRIOR TO THE EXISTING SUBGRADE CONDITIONS USING A GEOTECHNICAL a INCHES. CONSTRUCTION. ENGINEERING CONSULTANT, TO DETERMINE THE FINAL PAVEMENT DESIGN. ° 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE 4. CURING TO BE DONE USING METHOD A OR B NYSDOT STD. A roved b the Sarato a S rin s Plannin Board under authorit of a resolution SHEET: 0 TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM SPECIFICATIONS SEC. 502-3.10. pp Y 9 p g 9 y 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT L INFILTRATION 6 CONCRETE CURB adopted N 5. ALL SLIP-FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR L3 A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL) g NOT TO SCALE 9 of 12El Chairperson: Date 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OR THE CITY ENGINEER. Y FREE STANDING NO PARKING GENERAL NOTES: ACCESSIBILITY NOTES: o 0 FREE STANDING RESERVED w u SIGN (NO. NY R7-8, WITH DOUBLE ANYTIME SIGN (N0. R7-1) THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY CONSTRUCTION WORK A. GENERAL NOTES: (RAMP NOTES CONTINUED) a ARROW) (12"x18") 6'-0" MOUNT HT. 02"x18") 6'-0" MOUNT HT. PERFORMED PRIOR TO FINAL APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS AND SPECIFICATIONS FOR STREET/SITE LIGHTING ARE PER MUNICIPALITY REQUIREMENTS/QUALIFIED : FILING OF ALL MAPS. PHOTOMETRIC ENGINEER RETAINED BY OWNER. 1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH THE 2010 12. FLOOR SURFACES OF CURB RAMPS SHALL BE GROOVED, X INCH WIDE N ADA STANDARDS FOR ACCESSIBLE DESIGN, THE 2015 INTERNATIONAL BY Y4 INCH DEEP, ONE (1) INCH CENTER TRANSVERSE TO THE RAMP. SIDEWALK CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL DESIGN ALL GRAVITY SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR-26 HEAVY WALL SEWER BUILDING CODE (3RD PRINTING EDITION AS ADOPTED BY NEW YORK 2'-0" PARTNERSHIP AND MUNICIPALITY PRIOR TO CONSTRUCTION. PER ASTM Y SANITARY 115 PSI MINIMUM PIPE STIFFNESS FOR BURIAL DEPTHS UP A 20 FEET. STATE), THE ICC A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND 13. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF FACILITIES, THE FEDERAL FAIR HOUSING ACT AND APPLICABLE LOCAL CURB RAMP. I ) FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP AND THE LAWS AND REGULATIONS, LATEST EDITIONS. LANDING AS PER DETAIL MUNICIPALITY'S ENGINEER PRIOR TO CONSTRUCTION. PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS 14. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT THE CONNECTION 2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK. CONTRACTOR IS TO VERIFY THAT ALL NECESSARY WORK PERMITS AND EASEMENTS ARE IN PLACE POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO ACCESSIBLITY REQUIREMENTS. DRAWINGS, NOTES AND DETAILS PROVIDE PRIOR TO COMMENCEMENT OF WORK. UPSTREAM. ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE SLOPES/GRADES AND DIMENSIONS THAT COMPLY WITH THE 2010 ADA, 15. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM Z DISCREPANCIES MUST BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. THE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING EDITION AS OF CURB RAMPS AND NOT IN THE RAMP AREA. w THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE ALL SPECIAL TEMPORARY AND DEFLECTION TESTING SHALL BE PERFORMED ON ALL FLEXIBLE GRAVITY SEWER PIPE IN ADOPTED BY NEW YORK STATE) AND APPLICABLE LOCAL LAWS AND d \_ PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND SECURE JOB. ACCORDANCE WITH 10 STATE STANDARDS. TESTS SHALL BE CONDUCTED AFTER THE FINAL REGULATIONS, LATEST EDITIONS. IF THESE SLOPES/GRADES AND 16. CURB RAMP TYPE AND LOCATION ARE PER PLAN. BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. ANY PIPE WHICH HAS A DEFLECTION GREATER DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO C n EDGE OF PAVEMENT THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY MUNICIPALITY, COUNTY OR STATE HIGHWAY THAN 5% SHALL BE EXCAVATED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. CONTACT THE SITE ENGINEER OR LANDSCAPE ARCHITECT IMMEDIATELY E- PARKING SPACE NOTES: CUT PERMITS. ALL GRAVITY SEWERS SHALL HAVE CONTINUOUS STRAIGHT HORIZONTAL & VERTICAL ALIGNMENT AND BEFORE MOVING FORWARD WITH THE WORK. c (LINE & GRADE) BETWEEN MANHOLES PER NYSDEC REQUIREMENTS AND TEN STATES STANDARDS. 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR TO CONSTRUCTION OF GRAVITY SEWERS SHALL BE PERFORMED USING A PIPE LASER, WITH ADEQUATE 3. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT/CIVIL ACCESSIBLE ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN z ;�, "" CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT. BLOWER VENTILATION, TO ENSURE STRAIGHT ALIGNMENT. ANY EXCEPTIONS THIS MUST BE ENGINEER IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES AND ACCESSIBLE BUILDING ENTRANCE. ��// Q 0L (.0 I N 4" WIDE PARKING LINES APPROVED BY THE ENGINEER. ALIGNMENT SHALL BE VERIFIED BY LAMPING DURING THE CCTV DETAILS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR SHALL w PAINTED WHITE THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, INSPECTION AND AFTER WORK HAS BEEN COMPLETELY BACKFILLED AND COMPACTED. NOT PROCEED WITH THE WORK FOR WHICH THE ALLEGED CONFLICT HAS 2. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON TYPICAL STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS. BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN ACCESS AISLE.CD O O II a PARKING 45° SLOPE OF SANITARY SEWER THROUGH MANHOLE STRUCTURE IS DETERMINED BY THE INCOMING RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR 6 N 00 SPACE THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND RIGHT-OF-WAY DELAY DAMAGES AS A RESULT OF RESOLUTION OF AN SUCH 3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE AT M N (NON-HANDICAP) PROPERTY LINES PRIOR TO CONSTRUCTION. PIPE. IN NO CASE, SHALL THE SLOPE THROUGH THE MANHOLE STRUCTURES BE LESS THAN 1%. LEAST NINETY-SIX (96) INCHES WIDE. WHERE PARKING SPACES AND a CONFLICT(S). � STANDARD "RESERVED" ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS 00 T_ o SYMBOL PAINTED LIGHT BLUE THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL SANITARY MANHOLES SUCH THAT 4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE A � IIIII- J POWER, TELEPHONE, CABLE TV, WATER, SEWER, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THEY DO NOT INFILTRATE WATER AS DETERMINED BOTH BY VACUUM TESTING IN ACCORDANCE WITH SLOPE DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK, PARKING SPACE OR ACCESS AISLE IS NOT ADJACENT TO ANOTHER O ASTM C1244-05 PRIOR TO BACKFILLING AND VISUALLY THEREAFTER. ALL PIPES SHALL BE CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL INFORMATION. PARKING SPACE OR ACCESS AISLE, MEASUREMENT SHALL BE Z • I AS PER NYS INDUSTRIAL CODE 53: CONTRACTOR TO CALL DIG SAFELY NEW YORK, INC. AT PLUGGED, BRACED, AND/OR BLOCKED TO PREVENT IMPLOSION DURING VACUUM TESTING. THE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE O a a 1-800-962-7962 TO LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN CONTRACTOR SHALL MAKE ALL MATERIAL REPLACEMENTS AND/OR REPAIRS TO ACCOMPLISH THIS. B. ACCESSIBLE ROUTE NOTES: PARKING SPACE OR ACCESS AISLE. Q NO-PARKING PARKING STRIP PAINTED TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING >_ C Q BLUE WITH 4" DIAGONAL LINES POSTS, ETC. 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE 4. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE G WITH 2'-0" SEPARATION LOW-PRESSURE AIR AL APPROVALTRATIONL TESTING SHALL BE PERFORMED ON ALL GRAVITY SANITARY SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH a X __ U U U -E I �_ CONTRACTOR MUST VERIFY THE ACCEPTABILITY OF ALL CONSTRUCTION MATERIALS WITH SEWER PRIOR TO FINAL APPROVAL SUCH AS THE TIME-PRESSURE DROP METHOD PER IN ASTM LOADING ZONES; PUBLIC STREETS OR SIDEWALKS; AND PUBLIC PROVISIONS FOR ACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE F1417-11A (2015), UNI-BELL PVC PIPE ASSOCIATION, STANDARD UNI-B-6, AND SUMMARIZED IN, PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR J Q MUNICIPALITY'S ENGINEER PRIOR TO ORDERING. TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY 9'-0" 9'-0" 9'-0" UNI- BELL HANDBOOK OF PVC PIPE, SECOND PRINTING NOIZES A 2005, PAGES 457, 458 AND, THEY SERVE. TRAFFIC LANES. WHERE POSSIBLE, IT IS PREFERABLE THAT THE I- OR OR 8'-0" OR INSTALLATION AND MATERIAL SPECIFICATIONS FOR STORM SEWER, SANITARY SEWER, WATER SPECIFICATION TIMES FOR 0.5 PSIG PRESSURE DROP FOR SIZES AND LENGTHS OF PIPE E TABLE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. AS PER AS PER MIN. AS PER SERVICE CONNECTIONS SHALL CONFORM TO THE MUNICIPALITY'S STANDARD DETAILS AND MANHOLE PAGE 460. ALL SEWER PIPE ENDS SHALL BE BRACED AND/OR BLOCKED INSIDE EACH 2• AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE PLAN PLAN PLAN REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS MUST BE VERIFIED WITH MUNICIPALITY MANHOLE AND AT EACH LATERAL END TO PREVENT DISLODGEMENT OF THE PIPE. BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND 5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING (- PRIOR TO CONSTRUCTION. ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. SPACE THEY SERVE. ALL SEWER PIPE SHALL HAVE 6-INCH WIDE, GREEN-COLORED PLASTIC SEWER UTILITY I.D. PARKINGSTRIPING AND DIMENSIONING ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE MARKING TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12" MIN. ABOVE THE 3. WALKING SURFACES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% 6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING cn POSITION AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE THEIR EXACT LOCATION PIPE. AND MAXIMUM CROSS SLOPE OF 2.0%. IN THEM. O NOT TO SCALE CHECKED AT THE SITE BEFORE CONSTRUCTION BEGINS. NEW GRAVITY SANITARY SEWER WORKS SHALL BE CLEANED WITH WATER JET AND VACUUM 4. ANY WALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0% 7• ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS I. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE INVERT ELEVATIONS PRIOR TO FLUSHING/COLLECTION EQUIPMENT PRIOR TO CCTV INSPECTION AND REPEATED AS NECESSARY IS A RAMP AND SHALL COMPLY WITH THE MANDATED GUIDELINES FOR AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE �/� COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT MUST BE BROUGHT TO UNTIL CLEAN, WITH ALL SOLIDS REMOVED. ALL DEBRIS SHALL BE VACUUMED OUT DURING RAMPS OR CURB RAMPS. PARKING SPACE EXCEPT FOR ANGLED VAN PARKING SPACES, WHICH 2 07 SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF (n THE ATTENTION OF THE ENGINEER IMMEDIATELY. FLUSHING OPERATIONS AND DISPOSED OF OFF SITE. THE PARKING SPACES. O �/J 12"' 12"' 12"' MATCH TOP OF SIGN 5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES GREEN BORDER � GREEN BORDER HEIGHTS WHEN PLACED NEW GRAVITY SANITARY SEWER WORKS SHALL BE INSPECTED FOR DEFECTS BY CLOSED-CIRCUIT 8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING r , REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. (Y4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL). V ADJACENTLY TO EACH TELEVISION (CCTV) EQUIPMENT. REPAIRED WORKS SHALL BE RE-CLEANED AND RE-INSPECTED BY THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES RESERVED RESERVED OTHER CCTV. THREE SETS OF RECORD DIGITAL VIDEO FILES AND WRITTEN INSPECTION REPORTS SHALL SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY GREEN LETTERING GREEN LETTERING NO ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND STANDARDS. 6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. BE FURNISHED TO THE ENGINEER. SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. J - PARKIN PARKIN RED BORDER � Z � PARKING THE CONTRACTOR SHALL FILL IN, AND RE-EXCAVATE, AS NECESSARY TO RESUME WORK, ANY 7. THE MINIMUM CLEAR WIDTH SHALL BE THIRTY-TWO (32) INCHES FOR A BLUE BACKGROUND BLUE BACKGROUND 9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE ALL DISCERNABLE GRAVITY SEWER DIPS (DEVIATIONS FROM CONTINUOUS POSITIVE VERTICAL - ROUTE SEGMENT LENGTH LESS THAN TWENTY-FOUR (24) INCHES. 2 iJ,J WITH WHITE � WITH WHITE RED LETTERING SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ANY PROTECTION OF THE WORK, ANY ADJACENT EXISTING FACILITIES, OR THE PUBLIC. ALIGNMENT) IN EXCESS OF 1/4"ESTIMATED OR ACTUAL DEPTH AND/OR DIPS GREATER THAN 3 LF CONSECUTIVE SEGMENTS OF THIRTY-TWO (32) INCHES IN WIDTH MUST w - "RESERVED" SYMBOL "RESERVED" SYMBOL IN LENGTH SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. BE SEPARATED BY A ROUTE SEGMENT FORTY-EIGHT (48) INCHES TIME 10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED O NY NY THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE JOBSITE. ALL MINIMUM IN LENGTH AND THIRTY-SIX (36) INCHES MINIMUM IN WIDTH. CLEAR WIDTH OF AN ACCESSIBLE ROUTE. z O O Y R7-81 i LWHITE BACKGROUND R7-8 WHITE BACKGROUND R7-1D RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY TAKEN CARE WATER AND SEWER SEPARATION REQUIREMENTS: RED "DOUBLE ARROW" OF AND STORED AT THE END OF THE DAY. MINIMUM 18 INCHES VERTICAL SEPARATION IS REQUIRED BETWEEN WATER MAINS AND ANY EXISTING 8• THE MINIMUM CLEAR WIDTH SHALL BE THIRTY-SIX (36) INCHES FOR 11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR LIJLL � 12F___:_ OR PROPOSED SANITARY AND STORM SEWER AT ALL CROSSINGS, MEASURED OUTSIDE TO OUTSIDE ROUTE SEGMENT LENGTH GREATER THAN TWENTY-FOUR (24) INCHES. ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF Q �/ w 0 Lc *R7-8a GREEN BORDER CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY DURING CONSTRUCTION. OF PIPES, WITH JOINTS EQUIDISTANT FROM CROSSING POINT, PER NY STATE HEALTH DEPARTMENT NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT _ 0L REQUIREMENTS. PARALLEL LINES MUST BE SEPARATED A MIN. OF 10 FEET. 9. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF W > ` GREEN LETTERING THE CONTRACTOR SHALL FURNISH ALL FLAG PERSONS AND SIGNS, DELINEATORS, BARRIERS, AND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, Z Z 5 DEVICES NECESSARY FOR TRAFFIC CONTROL DURING ANY EARTH-MOVING OPERATION OR OTHER CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE PARKING ^^ w w WHERE MINIMUM SEPARATIONS CANNOT BE MET, WITH CASE-BY-CASE-APPROVAL FROM NYS DOH: CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM SPACES L.L �/D UT OF EVERY SIX CONSTRUCTION ACTIVITY WHICH INVOLVES PUBLIC HIGHWAYS. APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING I.0 Q ACCESSIBLE PARKING SPACES, Q 0 NEW SEWERS SHALL BE CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS THE TURN, AND FORTY-TWO (42) INCHES MINIMUM, LEAVING THE TURN. 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE U } a Z o m BUT ALWAYS AT LEAST ONE, o ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED DURING AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. w 2.50 GALV. U-POST w w THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. EACH J (!) z a > nf� MUST BE VAN-ACCESSIBLE z x > 2.50 GALV. U-POST CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER APPROVAL OF LESS THAN 10 FT. SEPARATION ONLY IF WATER MAIN IS LAID IN A SEPARATION TRENCH OR THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE ACCESS AISLE SHALL BE PROVIDED WITH SIGNAGE READING "NO } - � a_ EMBEDDED DE X a � a Q MUNICIPALITY. ON AN EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT Q BELOW GRADE z x 2.50 GALV. U-POST o EMBEDDED 3'-0" TURN IS SIXTY (60) INCHES MINIMUM. PARKING ANYTIME". SIGNS SHALL BE INSTALLED AT A CLEAR HEIGHT J Q o - - THE BOTTOM OF THE WATER MAIN IS AT LEAST 18" ABOVE THE TOP OF THE GRAVITY SEWER. Lc z g � w EMBEDDED 3'-0" o� z_ BELOW GRADE OF BETWEEN SIXTY (60) INCHES AND EIGHTY-FOUR (84) INCHES JU Z ° > BELOW GRADE m m RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL WHERE FORCE AND GRAVITY SEWERS PRE-EXIST: THE WATER MAIN SHALL BE INSTALLED 10. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) a REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR BETTER THAN ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE � rA O Q z o� w z WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE 1JJ `c °� � PRECONSTRUCTION CONDITIONS. ALL PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDE OF THE SEWER BEING CROSSED OR, INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF TWO ROUTE FROM HI ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY C < O z HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH c Q NOTE: - NOTE: NOTE: DONE TO THE SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT. WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT. V SIXTY (60) INCH MINIMUM BY SIXTY (60) MINIMUM SPACE; OR AN BOLLARD PROTECTION. USE THIS SIGN WHEN THERE USE THESE SIGNS WHEN THERE USE THIS SIGN WHEN THERE CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, FENCES, ETC. TO A • WHERE A WATER MAIN AND/OR WATER WELLS PRE-EXIST AND A FORCE MAIN IS BEING INTERSECTION OF TWO (2) WALKING SURFACES THAT PROVIDE A a co IY CONSTRUCTED: THE FORCE MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND 13. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND THE IS NO SUPERSEDING LOCAL IS NO SUPERSEDING LOCAL IS NO SUPERSEDING LOCAL CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED. = Q Q SIGNAGE REQUIREMENT. CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES INTERNATIONAL SYMBOL SHALL BE PAINTED BLUE. (r)�► SIGNAGE REQUIREMENT. SIGNAGE REQUIREMENT. ON BOTH SIDES OF THE WATER MAIN BEING CROSSED; WHERE PARALLEL, TO A POINT WHERE MINIMUM BEYOND THE INTERSECTION. V BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR THE LINES ARE SEPARATED BY 10 FT.; OR TO A POINT WHERE THE ENDS OF THE CASING PIPE F. PASSENGER LOADING ZONE NOTES: j �- ::) LL Q THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED ARE 150 FT. MIN. FROM ANY WATER WELL. 11. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE r a O O OR REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED ROUTE SHALL COMPLY WITH 2O10 ADA AND THE 2015 INTERNATIONAL 1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP III co Ld_�/ CO >. Q 0Y SIGN TO BE PLACED IN FRONT OF PARKING SPACE SIGN TO BE PLACED IN FRONT OF PARKING SPACE SIGN TO BE PLACED IN FRONT OF ACCESS AISLE ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO VERIFY THE ELEVATION OF THE EXISTING WATER MAIN, TO AVOID CONFLICTS, BUILDING CODE (3RD PRINTING EDITION AS ADOPTED BY NEW YORK SPACE NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET NOTE: AS PER NYS BUILDING CODE STANDARDS (NYSBC) LONG MINIMUM. ADA ACCESSIBLE PARKING SIGNAGE (NYSBC) POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED EXACTLY AS THEY PRIOR TO CONSTRUCTING OTHER UTILITIES. STATE) REQUIREMENTS. � Q � Q WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S 12. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST 2• PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED 2 Q VJ r U (n 2 EXPENSE. ALL NEW WATER MAIN WORKS ARE TO BE HYDROSTATICALLY TESTED AT 150 PSIG MIN. (AS BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ACCESS AISLE THAT IS SIXTY (60) INCHES WIDE MINIMUM AND 0 NOT TO SCALE MEASURED AT THE LOWEST POINT) IN ACCORDANCE WITH AWWA STANDARDS: C600-17 FOR ENTRANCES. EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE IT IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING CONSTRUCTION. THIS DUCTILE IRON PIPE, MANUAL M23 FOR PVC, AND MANUAL M55 FOR PE. RESULTS TO BE SERVES. DRAWN BY DBR SHOULD BE ACCOMPLISHED IN COOPERATION WITH UTILITY COMPANIES. SUBMITTED TO MUNICIPAL ENGINEER. MODIFICATIONS TO EXISTING WORKS SHALL BE VISUALLY 13. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN CHECK BY DBR TESTED FOR LEAKS UNDER NORMAL WORKING PRESSURE PRIOR TO BACKFILL. ACCESSIBLE ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE 3. ANY ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY GRATE SHALL COMPLY WITH OVERLAP THE VEHICULAR WAY. EDP PROJECT NUMBER i�4zsa CONTINUOUS LANDING LOCATED ON AN ACCESSIBLE ROUTE, THE 60" LENGTH BY AT LEAST EASEMENTS OR R.O.W. AS SHOWN. ALL WATER MAIN WORKS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE THE AL ERATON OF THESE DOCUMENTS /N ANY wnA. 2010 ADA REQUIREMENTS. UNLESS DONE UNDER THE DIRECT SUPERVISION OF A AS WIDE AS RAMP RUN CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS WITH AWWA STANDARD C651-14 (SEE DISINFECTION PROCEDURE ON WATER DETAIL SHEET). 4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPARABLE PROFESSIONAL, E T ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE RAMP RUN AND A MAX SLOPE OF RESULTS TO BE SUBMITTED TO THE MUNICIPAL ENGINEER. C: RAMP NOTES: BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL ARCHITECT OR SURVEYOR FOR A SURVEYOR, /S A VOLAT/ON 1:12 MAX. SLOPE (BOTH DURING CONSTRUCTION (PROPER SHORING, ETC.). DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE OF THE NEW YORK STA E EDUCATION LAW AND/OR 1:50 (2%) VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT REGULATIONS AND/S A CLASS "A" MISDEMEANOR. SIDES OF LANDING) CURB AND SIDEWALK SIDE SLOPES GREATER THAN 1:3 WILL REQUIRE GUIDE RAILS O-FOOT VERTICAL, 3-FOOT POTABLE WATER MAIN PIPE TO BE: 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER PERMITTED. REVISION DATE BY fill MUM HORIZONTAL). PER DETAILS HORIZONTAL). • DUCTILE IRON PIPE, CLASS 52; THAN 5% SHALL BE CONSIDERED A RAMP. llllllllllll 2. THE MAXIMUM SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM 5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES llllllllllllllll ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. WHERE POTABLE WATER SERVICE TUBING TO BE: CROSS SLOPE SHALL BE 2.0%. SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. lllllllllllllllllll TYP. ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY IS NECESSARY, THE PERMISSION OF • TYPE K COPPER llllllllllllllllllllll AMPED llllll"1111ll llllllllll SIDE ---------- ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED. 3. THE CLEAR WIDTH OF A RAMP RUN SHALL BE THIRTY-SIX (36) INCHES 6. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A llllll l lllllllllllllll lull -___________ VEHICLE ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING l l llllllllllll) --- ----------- ALL PLASTIC WATER MAIN AND WATER SERVICE TUBING SHALL BE BURIED WITH TRACER WIRE MINIMUM, WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE ll 9 __________ _ -__ SITE SURVEYOR TO VERIFY ELEVATIONS OF EXISTING ROAD CENTERLINE AND SHOULDER PRIOR TO SECURED TO THE PIPE WITH GORILLA TAPE. BLUE-COLORED #10 BY KRIS-TECH WIRE CO. MAIN CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. ZONE, AND FROM THE PASSENGER LOADING ZONE TO A VEHICULAR -1/4" REVEAL MAXIMUM= - - TRANSITION CURB COMMENCING WORK. CONTRACTOR IS TO CONFIRM THIS WITH SITE SURVEYOR. BRANCHES AND SERVICE CONNECTIONS SHALL BE MADE WITHOUT CUTTING THE MAIN WIRE, USING EXIT SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF ONE d _ 1:2 BEVELED UP 3-WAY DIRECT-BURY LUGS WITH SILICONE GEL ENCAPSULATOR. SPLICES AT ROLL ENDS SHALL 4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES HUNDRED FOURTEEN (114) INCHES MINIMUM. -- -- -_ -__-- WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL BE COMPLETED BY A LICENSED BE MECHANICALLY AND ELECTRICALLY FASTENED BY TYING WIRE IN A KNOT AND CONNECTING MAXIMUM. PROFESSIONAL ENGINEER OR LAND SURVEYOR. LANDSCAPE ARCHITECT SHALL APPROVE ALL EXPOSED CONDUCTORS IN SILICONE GEL TWIST ENCAPSULATORS. DIRECT-BURY TRACER WIRE G. ACCESSIBLE ENTRANCE NOTES: GRAVEL SUBBASE LAYOUT WORK PRIOR TO CONSTRUCTION. CONNECTORS SUCH AS DRYCONN CONNECTORS BY COPPERHEAD INDUSTRIES, LLC. TRACER WIRE 5. EDGE PROTECTION COMPLYING WITH 2O10 ADA AND THE 2015 1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY 2010 < AS PER PLAN SHALL BE BROUGHT UP 12" MIN. ABOVE GRADE ON THE OUTSIDE OF ALL HYDRANTS, GATE & INTERNATIONAL BUILDING CODE (3RD PRINTING EDITION AS ADOPTED BY ADA AND THE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING CONTRACTOR TO NOTIFY ENGINEER AFTER ROUGH GRADING IS COMPLETED. FINISH GRADES TO BE CURB BOXES. NEW YORK STATE) REQUIREMENTS SHALL BE PROVIDED ON EACH SIDE ICU IN THE FIELD AFTER INITIAL GRADING IS COMPLETED. ALL CHANGES IN PROPOSED OF RAMP RUNS AND ON EACH SIDE OR RAMP LANDINGS. EDITION AS ADOPTED BY NEW YORK STATE) REQUIREMENTS. CHANGE IN DIRECTION LANDING GRADES TO BE APPROVED BY OWNER AND ENGINEER. 60" LENGTH BY 60" WIDTH ALL WATER PIPE SHALL HAVE 6-INCH WIDE, BLUE-COLORED PLASTIC WATER UTILITY I.D. MARKING 2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH 2O10 0 MIN. AND A MAX SLOPE OR ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE TOPSOILED AND TAPE BURIED ON TOP OF THE COMPACTED INITIAL PIPE BACKFILL, 12" MIN. ABOVE THE PIPE. 6. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, ADA AND THE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING n, MANEUVERING CLEARANCES REQUIRED BY 2010 ADA AND THE 2015 n, 1:50 (2%) SEEDED. INTERNATIONAL BUILDING CODE (3RD PRINTING EDITION AS ADOPTED BY EDITION AS ADOPTED BY NEW YORK STATE) REQUIREMENTS, AND I CD a ALL WORK DONE SHALL BE IN CONFORMANCE THRUST BLOCKING TO COMPLY WITH THE MUNICIPAL STANDARDS. THRUST BLOCKS TO BE NEW YORK STATE) REQUIREMENTS SHALL BE PERMITTED TO OVERLAP SHALL BE ON ACCESSIBLE ROUTES. WITH A.D.A. STANDARDS AND NYSBC. ALL PHYSICAL FEATURES INCLUDING SIDEWALKS, CURBING, DECKS, LAMPS, STAIRS, ETC. WITHIN CAST-IN-PLACE CONCRETE MIN. 3,000 PSI (SEE DETAIL). THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO v FIVE FEET OF EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE TO BE CONSTRUCTED PER 3. REFER TO ARCHITECT'S PLANS FOR ALL BUILDING ENTRANCE DESIGNS 3 RAMP I N SIDEWALK LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE cl. ARCHITECTURAL PLANS. IT IS NOT THE INTENT OF THESE DOCUMENTS TO ADDRESS SUCH ALL STORM SEWER PIPE TO BE DUAL WALL HIGH-DENSITY POLYETHYLENE WITH SMOOTH INTERIOR SIZED TO PROVIDE A COMPLIANT TURNING SPACE. AND ACCESSIBLE COMPATIBILITY. DETAILS, WHICH ARE SHOWN ONLY FOR THE PURPOSE OF CONTINUITY BETWEEN THE SITE PLAN AND ANNULAR CORRUGATED EXTERIOR. PIPE JOINTS ARE TO BE SILT-TIGHT WITH EITHER AND THE ARCHITECTURAL PLANS. VO NOT TO SCALE INTEGRAL BELL & SPIGOT JOINTS WITH RUBBER GASKETS MEETING ASTM F477, SILT-TIGHT 7. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. a1 PREMIUM BAND COUPLERS WITH RUBBER GASKETS OR STANDARD BAND COUPLERS WRAPPED WITH LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY D. BRIEN RAGONE PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE PERTAINING TO THE ROOF AND TO NON-WOVEN GEOTEXTILE FABRIC 4-FEET WIDE AND OVERLAPPED AT EACH END. WATERTIGHT DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE m PORT PHYSICAL FEATURES WITHIN FIVE FEET OF THE EXTERIOR BUILDING WALLS AND CANOPY JOINTS ARE REQUIRED WHERE PE PIPE IS SPECIFIED FOR SMA BASIN INLET PIPE AND FITTINGS. AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING L.A. #002135 CHARGER OVERHANGS ARE THE RESPONSIBILITY OF THE ARCHITECT. CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS C) I ALL VERTICAL GRADE CHANGES GREATER THAN 30 INCHES SHALL BE PROVIDED WITH SAFETY CATCH BASIN GRATES ARE TO BE BICYCLE SAFE. THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A �CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM. BARRIERS AS PER NYS BUILDING CODE (FENCES, RAILINGS, ETC. PER OWNER). Q THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT WITH, � BTC POWER, SINGLE PORT COMMERCIAL OR OBLIGATION FOR, PERFORMING ANY OR ALL MUNICIPALITY, COUNTY, OR STATE REQUIRED 8• RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES OR A CHARGING STATION PEDESTAL MOUNT BY PRELIMINARY PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS ASSUME EXISTING SUBGRADE HORIZONTAL PROJECTION GREATER THAN SEVENTY-TWO (72) INCHES CONSISTS OF CLEAN, GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF (4 OWNER. OCCUPANCY. SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH 2O10 ADA W TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE PROJECT OWNER SHALL HAVE THE EXISTING AND THE 2015 INTERNATIONAL BUILDING CODE (3RD PRINTING EDITION w SUBGRADE CONDITIONS EVALUATED BY A GEOTECHNICAL ENGINEER, WHO SHALL DETERMINE FINAL BY SEPARATE CONTRACT. = PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS. THE OWNER ASSUMES ALL RESPONSIBILITY FOR AS ADOPTED BY NEW YORK STATE) REQUIREMENTS. 6.6' PAVEMENTS AND SIDEWALKS CONSTRUCTED WITHOUT A FINAL DESIGN, SHOULD HE CHOOSE NOT TO IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK IS NOT A 9. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM c SIDEWALK OR AS PER HIRE A GEOTECHNICAL ENGINEER. PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), EDP WILL NOT BE HELD AND SLIP RESISTANT. d PLAN RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR LIABILITY OF WHATEVER KIND a ROADWAYS AND UNDERGROUND UTILITY FILL AREAS SHALL BE CONTROLLED FILLS PREPARED IN AND NATURE RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP WOULD OTHERWISE 10. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR m GENERAL ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS 203, EXCAVATION AND HAVE HAD AN OPPORTUNITY TO CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL OBSTRUCTION BY PARKED VEHICLES. -a EMBANKMENT. THE PROJECT THROUGH STAKEOUT AND INSPECTION. _H aj TOPSOIL, SEED O O O O O O O 11. CURB RAMPS SHALL HAVE A TWENTY-FOUR (24) INCHES DEEP z AND MULCH O O O O O O O DETECTABLE WARNING FILL AREAS SHALL BE STRIPPED OF SOD, TOPSOIL AND UNSUITABLE MATERIAL AND BE CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE HONORED ONLY IF DETECTABLE WARNING COMPLYING WITH 2O10 ADA, EXTENDING THE 11 a1 (TYP.) STRIP AS PER DETAIL MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH NYSDOT 3 CONCRETE CURB 203-3.03.A. CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR IMMEDIATELY UPON DISCOVERY AND FULL WIDTH OF THE RAMP. REFER TO DETECTABLE WARNING DETAILS z PER DETAIL BEFORE ANY CONTROL STAKES ARE DISTURBED. IF, AFTER VERIFICATION, IT IS DETERMINED THAT AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. ,n NO STAKEOUT ERROR OCCURRED, THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR SCALE: FILLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-3.03.6, EMBANKMENTS. ADDITIONAL EXPENSES INCURRED FOR SUCH VERIFICATION. AS NOTED / COMPACTION AND LIFT THICKNESS SHALL BE IN ACCORDANCE WITH NYSDOT 230-3.03.C. 0.65" 1.6-2.4" m , F EV PARKING UNDERWATER AREAS SHALL BE FILLED WITH SELECT GRANULAR FILL. (16.5mm)MIN. (41-61 MN E• s SPACEcli ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE WARNING SURFACE m IIIIIIIII-III- CONTROLLED FILL SHALL BE WITH SELECT GRANULAR MATERIAL WITH GRADATION: 100% PASSING ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE SHALL CONTRAST a ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO RESPONSIBILITY. VISUALLY WITH E DETECTABLE WARNING SURFACES AT d -1 i 171- 1 11 I I1 PAVEMENT PER COLOR WHITE TO MATCH 4" SIEVE, 0-70% PASSING #40 AND 0-12% PASSING #200 AND MEET NYSDOT STD SPEC 733-11. O O E 3 ,6 DETAIL M.U.T.C.D. STANDARDS ADJACENT WALKING a PLATFORM BOARDING EDGES SHALL BE 24 NOT FOR z FILLS SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" LOOSE THICKNESS AND SHALL BE N(O d SURFACES EITHER INCHES WIDE AND SHALL EXTEND THE o al MECHANICALLY COMPACTED TO 95% MINIMUM OF THE MAXIMUM ASTM SPECIFICATION D1557 INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT SUPERVISORY. I ! DENSITY (MODIFIED PROCTOR). ALL CONTROLLED FILL SHALL BE FREE OF ORGANIC, CLODS AND/OR ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN NEITHER GUARANTEE THE LIGHT-ON-DARK °a FULL LENGTH OF THE PUBLIC USE AREAS CONSTRUCTION FROZEN MATERIALS PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY OR O O O OF THE PLATFORM. s TOPSOIL (4" MIN) REFER \\ FOR THE CONTRACTOR'S FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE DARK-ON-LIGHT. _71 TO DETAIL. o o a o 0 0 o CONTRACT DOCUMENTS. MORTAR SET OR TOP DIAMETER OF 50-60% 0.2" PB# 2019 0319 ° 16 EMBANKMENT SUBGRADE AREA (TWO FEET BELOW SUBGRADE ELEVATION) SHALL BE CONSTRUCTED O O O O OF BASE DIAMETER IN ACCORDANCE WITH NYSDOT 230-2.02.B., SELECT BORROW AND SELECT FILL, COMPACTED PER THINSET RED CONCRETE �(5.1 mm) o 11 1.0=:I-- 203-3.03.C. CONTRACTOR SHALL OBTAIN A PERMIT FROM SARATOGA COUNTY SEWER DISTRICT NO. 1 PRIOR TO PAVERS BY TILE TECH ti CONSTRUCTION OF ANY PROPOSED SANITARY SEWER LINES AND FOLLOW ALL PERMIT PROCEDURES PAVERS OR SHEET TITLE: T ALL AREAS OF THE SUBGRADE SURFACE WITHIN THE ROADWAY OR OTHER PAVEMENT AREA LIMITS DURING CONSTRUCTION. CAST-IN-PLACE IRON O O O O d COMPACTED CRUSHED PLATES BY NEENAH BASE DIAMETER OF z SHALL BE PROOF-ROLLED, WITH UNSTABLE AREAS CORRECTED TO THE SATISFACTION OF THE d STONE SUBBASE AS PER o FOUNDRY, OR 09-1.4" (23-36 MM) o ENGINEER, PRIOR TO PLACEMENT OF SUBBASE MATERIALS, BOTH EMBANKMENT AND CUT AREAS, IN APPROVED EQUAL. SITE DETAILS N DETAIL ACCORDANCE WITH NYSDOT 203-3.03.D & 203-3.02.C. c FILL SPECIFICATIONS ARE CONSIDERED MINIMAL AND ARE SUBJECT TO CHANGE UPON DISCOVERY 6 DETECTABLE WARNING STRIP m _ I III DETECTABLE WARNING i -( III I II I II I II I II I I- O 0 O 0 0 O 0 OF UNFAVORABLE SITE SOIL CONDITIONS AND/OR BY A GEOTECHNICAL ENGINEER RETAINED BY THE NOT TO SCALE a 1.0' � STRIP AS PER DETAIL Ul Q iiiI I I-I O O O O O O O OWNER/ DEVELOPER. ELEVATION V EW SHEET: Approved by the Saratoga Springs Planning Board under authority of a resolution 0 PORT CHARGER SIDEWALK OR AS PER a PLAN A i 4 CHARGING STATION 5 CROSSWALK STRIPING DETAIL adopted 10 of 12 I ( \I. Chairperson: Date Q NOT TO SCALE NOT TO SCALE (4 STORMTECH GENERAL NOTES: ACCEPTS 4" SCH 40 PVC PIPE FOR 6 TOP OF STONE " PVC SDR-35 0n INSPECTION PORT 85.4" INSTALLED m COVER ENTIRE ROW WITH PERFORATED PIPE o � INSPECTION PORT (SEE STORMTECH SC-740 MIRAFI 160N NON-WOVEN COARSE TO MEDIUM a 1. STORMTECH REQUIRES INSTALLING CONTRACTORS TO USE AND UNDERSTAND 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER MUST INSPECTION PORT DETAIL) GEOTEXTILE (OR EQUAL) GRANULAR SAND STORMTECH'S LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF SC-740: 8' WIDE STRIP SYSTEM INSTALLATION. STORMTECH'S INSTALLATION INSTRUCTIONS. SC-310: 5' WIDE STRIP 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS INSTALLATION CONSULTATIONS 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS AS -III=III= III=III=III= TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICES INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION WRAP FABRIC OVER TOP OF III=III =III=III REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO INSTRUCTIONS. -j STONE TO SEPARATE FROM ARRANGE A PRE-INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN OVERLAP NEXT CHAMBER HERE SAND =III III=THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH 8. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION INSTRUCTIONS (OVER SMALL CORRUGATION) CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF = -III III—III— MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S COVER. THIS INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEBSITE: #2 CLEAN CRUSHED CONSTRUCTION. CALL 1-888-892-2694 TO SPEAK TO A TECHNICAL SERVICES WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING —BUILD ROW IN l OR ROUND STONE .I III=I REPRESENTATIVE OR VISIT WWW.STORMTECH.COM TO RECEIVE A COPY OF OUR VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS FROM TRAVELING 90.7" ACTUAL THIS DIRECTION =III III= Z �D N INSTALLATION INSTRUCTIONS. ACROSS OR PARKING OVER THE STORMWATER SYSTEM. TEMPORARY FENCING, WRAP ALL SIDES OF d WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED STONE WITH NON-WOVEN III III— �? 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN ] TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE A--] A y GEOTEXTILE SUCH AS MIRAFI = �A� III N n (ASPHALT, CONCRETE PAVERS, ETC.):MINIMUM COVER IS 18" [457 mm NOT CONSTRUCTION AREAS. _ _ 160N OR EQUAL _INCLUDING PAVEMENT;PAVEMENT; MAXIMUM COVER IS 96" [2438 mm] INCLUDING =III= =III= PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL MEASURES STORMTECH END CAP RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS 24" [610 TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF SITE 30" CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEERS SPECIFICATIONS. — — — — — — — — — — mm]. MAXIMUM COVER I S 96" [2.438 m]. ' o p ® o o — ------ - - - - - UNCOMPACTED — 2 LAYERS OF MIRAFI 60OX WOVEN EXISTING EARTH 1=III=III=1I I—=I I I—=I I I—=I I I—=I I I—I— I I I I—Ill—- M co (N 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER 10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT PRODUCT GEOTEXTILE (OR EQUAL) BETWEEN -III III, ,III—III—III III=III=III, III I..f- I (N FOUNDATION MATERIALS BEARING CAPACITIES TO THE DESIGN ENGINEER. WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT 1-888-892-2694 OR VISIT WWW.STORMTECH.COM B FOUNDATION STONE AND CHAMBERS — — — — - 0 O 5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (MIRAFI 600X) MUST BE C SC-740: 5'-6" WIDE STRIP 2 N USED AS INDICATED IN THE PROJECT PLANS. 51' SC-310: 4'-0" WIDE STRIP ., NOMINAL CHAMBER SPECIFICATIONS 6 8 STONE INFILTRATION TRENCH J STORMWATER CHAMBER SPECIFICATIONS: SIZE cW x H x INSTALLED LENGTH) 51.0" x IC F x 85.4" STORMTECH MTEC H ISOLATOR ROW PROFILE _ CHAMBER STORAGE 45.9 CUBIC FEET 11 NOT TO SCALE MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET 1 1 NOT T❑ SCALE 1. CHAMBERS SHALL BE STORMTECH SC-740, SC-310 OR APPROVED EQUAL. WEIGHT 75 Ibs. O a VARIES - SEE PLAN a 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS TESTED USING ASTM STANDARDS. STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PAVEMENT OR 3. CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" ORIGINAL GROUND 'Q`' �/ CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". X PART# STUB A B C 8" ADS N-12 a 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS. OUTLET PIPE SC740EPE06T 6" 10.90" 18.50" N/A SC740EPE06B 6" 10.90" N/A 0.50" (SEE PLANS _ 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FOR LOCATION) FACTORS SPECIFIED IN THE AASHTO _RFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND SC740EPEOBT 8" 12.20" 16.50" N/A 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. SC740EPE08B 8' 12.20' N/A 0.60' ALL BACKFILL MATERIAL TO BE SELECTED GRANULAR FILL TO BE 6. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR SHALL SUBMIT (3 SETS) OF THE FOLLOWING TO SC740EPE10T 10" 13.40" 14.50" N/A PLACED IN 8" LIFTS AND BE COMPACTED PLACED UNDER PAVEMENT Z r^ THE ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: SC740EPE10B 10" 13.40" N/A 0.70" TO 95% MODIFIED PROCTOR MAXIMUM 1 1 VJ 50" N/A DENSITY, (ASTM D1557), FREE FROM A.O.B.E.70" 12. = AS ORDERED BY ENGINEER a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE SC740EPE12T 12" 14. DEBRIS, FROZEN MATERIAL, LARGE CLODS 3 TRENCH SLOPES ARE GIVEN FOR 3 AASHTO _RFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET. THE 50-YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2922 MUST SC740EPE12B 12" 14.70" N/A 1.20" OR STONES, ORGANIC MATTER, OR OTHER W BE USED AS A PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. ISOLATOR ROW MAX. PAYMENT LIMITS ONLY UNSUITABLE MATERIALS SHALL NOT BE ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE (SEE DETAIL) FOR OPEN CUT AND ARE NOT C cn 7. CHAMBERS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL USED AS BACKFILL. INTENDED To REPRESENT NOTE: CONTRACTORS MUST c INFORMATION CONTACT STORMTECH AT 1-888-892-2694. STABLE SLOPES COMPLY WITH ALL LOCAL, STATE, 8. ALL DESIGN SPECIFICATIONS FOR CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST DESIGN MANUAL. UNDER FIELD CONDITIONS. & FEDERAL SAFETY REGULATIONS. *FOR THE SC740EPE24B THE 24" STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1' MINIMUM I (OSHA & N.Y.S. D.O.T.) / 1 9. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS. 1.75". BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING (TYPICAL ALL SIDES) SELECTED GRANULAR FILL v SITS LEVEL. INSPECTION PORTS PLACED IN 6" LIFTS AND V (SEE DETAIL) MECHANICALLY TAMPED OR NOT INTENDED TO J NOTE: ALL DIMENSIONS ARE NOMINAL A.O.B.E. SEE NOTES 1&2. REPRESENT 3 STORMTECH TECHNICAL SPECIFICATIONS A SAFE SLOPE a CRUSHED STONE OR SELECT GRANULAR MATERIAL AS ORDERED BY ENGINEER (MECHANICALLY 1 1 NOT TO SCALE COMPACTED) OR A.O.B.E. SEE NOTE 2. FOR O LL CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH UNSTABLE TRENCH BOTTOM USE ADDITIONAL z Y O O ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DEPTH OF STONE AS NECESSARY TO PROVIDE A I LJIJ CHAMBERS SHALL MEET ASTM F2922 "STANDARD DESIGN OF THERMOPLASTIC CORRUGATED WALL FIRM FOUNDATION.(FOR PIPES THAT CONNECT TO LL SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED STORMWATER COLLECTION CHAMBERS". DRYWELLS USE SELECT GRANULAR FILL, Q / (I) O WALL STORMWATER COLLECTION CHAMBERS" VARIES - IF STONE IS USED THE STONE SHALL BE WRAPPED - - — — — — } NYLOPLAST 12" [300 mm] INLINE DRAIN SEE PLAN IN FABRIC ALONG ENTIRE LENGTH OF PIPE. o 0 6" MIN. FOR PIPE 12" DIA. AND SMALLER ��1 W Z Z_ SELECT GRANULAR MATERIAL BODY W/12" [300 mm] SOLID HINGED 4"[100 mm] SCHED 40 SCREW-IN CAP LIMITS OF STONE 12" MIN. FOR PIPE 14" DIA. AND LARGER 0 � COVER AND FRAME (SEE NYLOPLAST NOTES: W .� � LU DWG#7003-110-044 FOR PAVED CONCRETE COLLAR cl U } 0- Z NYSDOT #2 COARSE AGGREGATE APPLICATIONS/SEE DWG#7003-110-045 M NATIVE EXCAVATED GRANULAR MATERIAL J a < PAVEMENT OR TOPSOIL STORMTECH SC-74o MAY BE USED IF APPROVED BY THE ENGINEER. O.D. + 24" � a } MPERMEABLE LINER EXTEND FINISHED GRADE FOR UNPAVED APPLICATIONS) CHAMBERS (NUMBER (PAYMENT >_ Fm J1-- FROM 4" BELOW FINISHED VARIES SEE PLANS) 2) CRUSHED STONE NOT TO EXCEED #2 IN LIMIT) J a Z GRADE TO 6" BELOW SIZE. GRANULAR FILL TO MEET THE FOLLOWING _ 0 BOTTOM OF STONE, TiP. 6" MIN. REQUIREMENTS: (� 18" MIN.* 96" MAX. 0% IN EXCESS OF 2" WHERE A WATER TABLE CONDITION EXISTS C U �'i O O STONE BEDDING SHALL BE WRAPPED IN A c LLJ 6" 0%-70% PASSING #40 SIEVE NON-WOVEN GEo-TEXTILE ENVELOPE a MIRAFI GEOTEXTILE NON-WOVEN 4" [100 mm]SCHED 40 PVC PLACE MINIMUM 12.5' OF 0%-12% PASSING #200 SIEVE a m V (I (FABRIC EQUIVALENT TO AMOCO 4545) = a a GEOTEXTILE (OR EQUAL) 96"[2438 mm] 18"[457 mm] AASHTO M288 CLASS 1 ALL AROUND #2 STONE _ MAX. MIN. WOVEN GEOTEXTILE (MIRAFI I 1 1 30" 4" [100 mm] SCHED 40 PVC COUPLING 600x) OVER BEDDING STONE 3) GRANULAR HAUNCHING SHALL BE W MECHANICALLY COMPACTED TO SPRING-LINE OF 0 0 0 0 o FOR SCOUR PROTECTION AT 2 LF 18" ADS PIPE � LL 0 SC-740 CHAMBER 81I 4" [100 mm]SCHED 40 PVC ALL CHAMBER INLET ROWS N-12 AT 0.0% a O O L 18" MIN. 2 mm 9 STORM PIPE TRENCH DETAIL J a � I III [ 03 ] � � � } I II M 1 - 11 NOT TO SCALE O -I _ I I - NYSDOT#2 COARSE AGGREGATE r^ r^ SC-740 END CAP 11 111 c J U w #4 BAR @ 6" O.C. HEAVY DUTY FRAME EACH WAY WITH DRAWN BY DBR DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE 6" MIN. 51" 12" MIN. CORE 4.5" [114 mm] 0 HOLE IN AND GRATE - �� ADDITIONAL #4'S CHECK BY DBR REQUIRED BEARING CAPACITY OF SUBGRADE SOILS CHAMBER(4.5" HOLE SAW REQ'D) CAMPBELL NO. 2816E �� FRAME TO BE MORTARED 011 AROUND OPENING OR APPROVED op000 TO TOP OF CATCH BASIN EDP PROJECT NUMBER 174zs4 12 MANIFOLD STM MH p0 O�O�O�Op > THE ALTERA77ON OF THESE DOCUMENTS IN ANY WAY, MIRAFI 160N NON-WOVEN 10 STUB PIPES / EQUAL O O O O O O O / UNLESS DONE UNDER THE DIRECT SUPERVISION OF A (SOLID COVER W WORD o 0 0 0 0 0 (BICYCLE-SAFE) 000000000 3'� COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN NOTES: (TYPICAL) STORM CAST IN) O O O ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE 1. PROVIDE 24' MINIMUM SEPARATION FROM MOTTLING OR GROUNDWATER TO THE BOTTOM OF THE STONE. GEOTEXTILE (OR EQUAL) L J 12" ADS N-12 TF & 12" INV VARIES SEE pop ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION TO STM MH PLAN FOR ELEVATIONS CONCRETE COVER REGULA OF THE NEW77ONS AND IS A CLASS "A MISDEMEANOR.YORK STATE EDUCA77ON LAW AND/OR " 2. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO _RFD BRIDGE DESIGN 6" 2'-6" 6" 4'-O" SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. CONNECTION DETAIL PRECAST TO FIT MIN. I.D. MIN. I.D. REVISION DATE BY NTS GRATE 1 STORMTECH R MTEC H TYPICAL I CAL SECTION 4 STO R MTEC H INSPECTION PORT STO R MTEC H SYSTEM LAYOUT STORM SEWER PIPE A TO BE MORTARED IN PLACE O 1 1 NOT TO SCALE 1 1 NOT TO SCALE 1 1 NOT TO SCALE 6„1 . *12" MIN. SUMP REQUIRED PLACE MINIMUM 12.5' OF AASHTO M288 CLASS 1 WOVEN A—A B—B GEOTEXTILE OVER BEDDING STONE FOR SCOUR L8"-12" TYPE 2 CRUSHED STONE PROTECTION AT ALL CHAMBER INLET ROWS ' B ON UNDISTURBED SUBGRADE OR ADDITIONAL SYM. DESCRIPTION ELEVATION o A' FOUNDATION STONE A.O.B.E. M STORMTECH CHAMBERS ~ �_ ISOLATOR ROW A— ( B A�i SIZE OF MANIFOLD (INCHES) 12" SECTIONS N.T.S. AA INVERT OF MANIFOLD VARIES O CONCRETE — 4000 PSI @ 28 DAYS N ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 AND SC-310 CHAMBER SYSTEMS MIN. R E I N F O R C M E N T — 6 x 6 — 10/10 W W M SIZE OF STUB PIPE (INCHES) 1011 B / / ALL FOUR SIDES AND BOTTOM i �/MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT INVERT OF STUB PIPE NOTES: (CONFORM TO ASTM STD. A-615) O DESIGNATION(o BB VARIES 1.) SHOP DRAWING REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE CITY ENGINEER. D. BRIEN RAGONE 18" HDPE PIPE C� 2 ) ALL HIGHWAY CATCH BASINS G H TO OBE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. SIZE OF MANHOLE (FEET) 4.0 L.A. #002135 FILL MATERIAL FOR LAYER D STARTS NATIVE SOILS, OR PER ENGINEER'S 0 FROM THE TOP OF THE C LAYER TO THE PLANS. N/A PREPARE PER ENGINEER'S PLANS. CC VARIES 1O PRECAST CATCH BASIN CITY DETAIL ST- 4 BOTTOM OF TOPSOIL. INVERT 12" PIPE TO ISOLATOR ROW C BEGIN COMPACTION AFTER 12" [305 mm OF DD BOTTOM OF STONE ELEVATION VARIES 11 NOT TO SCALE Q' 3, 357, 4, 67, 5, MATERIAL OVER THE CHAMBERS IS REACHED. i FILL MATERIAL FOR LAYER C STARTS 56, 57, 6, 67, 68, COMPACT ADDITIONAL LAYERS IN 6" 152 mm FROM THE TOP OF THE EMBEDMENT SELECT GRANULAR MATERIAL 7, 78, 8, 89, 9, 10 [ ] BOTTOM OF CHAMBER ELEVATION VARIES w STONE (B LAYER) TO 18" [457 mm] LIFTS TO A MIN. 95% STANDARD PROCTOR DENSITY ABOVE THE TOP OF THE CHAMBER. (z). ROLLER GROSS VEHICLE WEIGHT NOT TO EE USE 30" SQUARE I.D. GRADE RINGS SEAL = B EXCEED 12,000 Ibs [53 kN]. DYNAMIC FORCE NOT ALL GRADE EXTENSION JOINTS, INCLUDING O MINIMUM COVER (18" FROM TOP OF CHAMBER TO BASE TO EXCEED 20,000 Ibs [89 kN]. FF 18" TOP SLAB AND C.I. FRAME WITH MIN OF PAVEMENT / 24" IF UNPAVED) THICKNESS CEMENTITIOUS STRUCTURAL STANDARD HEAVY DUTY CAST IRON EMBEDMENT STONE SURROUNDING THE NO COMPACTION REQUIRED. OA NYSDOT #2 AGGREGATE 3, 35, , 7 5, MAXIMUM COVER (96" FROM TOP OF CHAMBER CONCRETE (8,000 PSI MIN) SUCH AS S300 FRAMES & GRATE, NO R-3561 BY CHAMBERS FROM THE FOUNDATION STONE a NEENAH FOUNDARY OR APPROVED EQUAL. 56 5 A B © TO FINISHED GRADE) 96 BY FIVE STAR PRODUCTS, INC (OR APPROVED EQUAL) (A LAYER) TO THE C LAYER ABOVE. C' MANHOLE FOUNDATION STONE BELOW CHAMBERS PLATE COMPACT IN MAXIMUM 9" LIFTS A MINIMUM MAXIMUM FINISHED GRADE ELEV. FROM THE SUBGRADE UP TO THE FOOT NYSDOT #2 AGGREGATE 3, 35, 4, 467, 5, - POROUS ASPHALT PAVEMENT 56, 57 OF THREE (3) PASSES. i (BOTTOM) OF THE CHAMBER. MINIMUM FINISHED GRADE ELEV. - FF TF=320.24 �� (SEE DETAIL) a7 8" THICK TRAFFIC RATED z Ln STORMTECH CHAMBERS ISOLATOR ROW PRECAST CONCRETE TOP SLAB SCALE: PLEASE NOTE: (TYPICAL) 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 B0 STUB PIPE _ AS NOTED i INVERT B 4' I.D. PRECAST CONCRETE (4000 PSI) STONE WOULD STATE: DCLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE. -III 2' MIN. - EXTEND FABRIC TO DRYWELL BY FORT MILLER OR APPROVED EQUAL. m BOTTOM OF POROUS III ALL SIDES MIN HEIGHT OF SECTION TO BE 2'-8" a PAVEMENT STONE AND d LAP OVER FABRIC —III NOT FOR 3 N UNDER POROUS 8" THICK PRECAST o O III III CONCRETE FOOTING RING CONSTRUCTION i PAVEMENT STONE 4 96" MAX. OA INVERT -AO FORT FOR TMLLEIR ORADING BY Q -III.. III- _III APPROVED EQUAL PB# 2019 0319 18" MIN. n 6 BOTTOM OF CHAMBER STORMTECH ECD ## STUB WASHED CLEAN #2 1' MIN. WRAP STONE ON ALL SIDES n, ELEV. - E PREFABRICATED END CAP CRUSHED STONE WITH NON-WOVEN GEOTEXILE FABRIC e SHEET TITLE: T BOTTOM OF FOUNDATION 24" ISOLATOR ROW PIPE SUCH AS MIRAFI 160N OR APPROVED STONE ELEV. -D� INVERT EQUAL A' MANIFOLD PIPE o _=A MIN. 0Pq SECTION B_B SECTION A_A 11 PRECAST CONCRETE DRYWELL SITE DETAILS i IIIIil1T11i1 1I1I1I1I1I1 1 1 NOT TO SCALE N a7 i i 5 STORMTECH MTEC H ELEVATIONS 2 STO R MTEC H ACCEPTABLE FILL MATERIALS N 11 NOT T❑ SCALE 1 1 NOT T❑ SCALE Approved by the Saratoga Springs Planning Board under authority of a resolution SHEET: 0 i 6 adopted Chairperson. Date 11 of 12 o- Q o; WATER NOTES: 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: Ln NOTES: 1. ALL PIPE MATERIALS AND APPURTENANCES ARE SUBJECT TO APPROVAL BY THE CITY OF SARATOGA SPRINGS. WATERWORKS TO BE Vt = LD (W + I.D.) - I.D. N 0 CONSTRUCTED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL STANDARDS AND SPECIFICATIONS 4'-6" MIN. WHERE: 81 � c- 2. THE CONTRACTOR SHALL VERIFY SIZE, TYPE HORIZONTAL AND VERTICAL LOCATION OF THE MAIN AT THE PROPOSED CONNECTION 2'-6" MIN. PREFEERED PAINT SCHEDULE: 1. CONCRETE SHALL BE 4000 PSI. SEE DETAIL SS-7 FOR V = VOLUME IN CUBIC YARDS CL POINT(S) PRIOR TO CONSTRUCTION. CONFLICTS WITH OTHER UTILITIES TO BE CONSTRUCTED ARE TO BE AVOIDED. DISCREPANCIES DR SARATOGA STD. OTHER CONCRETE SPECIFICATIONS. L = LENGTH OF BLOCK IN FEET y CONFLICTS WITH EXISTING UTILITIES SHALL BE REPORTED TO THE CITY ENGINEER IMMEDIATELY. PREFERRED AS FAR AS POSSIBLE AS CLOSE COLOR OF MUELLER SUPER CENTURION AS SIZE OF BONNET AND COLOR OF 2. FOR REQUIRED BEARING AREA AND DIMENSIONS LAND D, D = DEPTH OF BLOCK IN FEET 3. CONNECTION TO EXISTING MAINS TO BE DONE USING A TAPPING VALVE AND SLEEVE TO ELIMINATE DISRUPTION OF SERVICE. A-423 2'-6" PREFERRED POSSIBLE MAIN CONNECTOR COVERS BARREL SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN W = WIDTH OF BLOCK IN FEET 4. MINIMUM WATER MAIN DEPTH (TOP OF PIPE TO FINISH GRADE) SHALL BE 5'-0" WITH 4" STORZ V-6" MIN. I.D. = INSIDE DIAMETER OF PIPE IN FEET 5. ALL FILL BELOW WATER MAIN SHALL BE COMPACTED GRANULAR MATERIAL (MIN 95% MODIFIED PROCTOR TYP) CONNECTION 5'-0" MAX. 4" RED YELLOW THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY 6" BLUE YELLOW YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL 6. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO PREVENT SETTLEMENT. TOP TRENCH WITH 12" MIN. APPROVED (SEE NOTE 2) FLUSH WITH g" GREEN, FOREST YELLOW 3. CONCRETE NOT TO OVERLAP ANY JOINT. BEARING CAPACITY OF 2000 p.s.i. WITH A SAFETY FACTOR GRAVEL IN PAVED AREAS AND ALONG SIDE OF EXISTING ROAD FOR SHOULDER BASE. REPLACE DAMAGED PAVEMENTS WITH LIKE KIND PAVEMENT OR 10" BROWN YELLOW REQUIRED. OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' AND LIKE THICKNESS. � 1" REVEAL IN 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE 7. WATER MAINS SHALL BE 8 INCH DIAMETER DUCTILE IRON (DIP) MIN. CLASS 52 WITH PUSH ON JOINTS. I z 12" GRAY, BATTLESHIP YELLOW 8. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL .- BREAK FLANGE _ TURF AREAS 14" GREEN, LIGHT YELLOW WITH REMOVING OR INSTALLING ANY OF THE JOINTING BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, 8. WATER MAINS ARE TO BE INSTALLED IN ACCORDANCE WITH AWWA STANDARDS: C600 FOR DUCTILE IRON. CURB HARDWARE. Z -C4 LOWEST PART OF 16" ORANGE YELLOW OR BY REMOVAL OR SUCH UNSTABLE MATERIAL AND REPLACEMENT w 9. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA STANDARD C602. BOLTS TO BE FINISHED GRADE 20" BLACK YELLOW 5. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL 10. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE ENCASED IN ACCORDANCE WITH AWWA C105 UNLESS TEST RESULTS PROVIDED BY A MIN. 1-1/2" %/\�j\�j\�j\�j/\1\ �j\I �j\ 24" YELLOW YELLOW LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. :%r` THE CONTRACTOR INDICATE THE ABSENCE OF SEVERELY AGGRESSIVE SOILS. // NOTES: a z AS REQUIRED BY THE ENGINEER. 11. ALL VALVES SHALL BE MUELLER SERIES 2361 AND OPEN RIGHT 8" ABOVE F.G.ND A MAX. o % d4 o'�a n -oo o'oa°o �90 PER COVER SADDLE : ° ¢. °� BOLTS WITH PLASTIC FILM w REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS 12. ALL WATER PIPE AND APPURTENANCES SHALL BE EITHER NSF OR UL APPROVED FOR USE WITH POTABLE WATER AND SHALL BEAR TAPPING VALVE THEIR RESPECTIVE SEAL. HYDRANTS SHALL HAVE A .. a °=08 "' PRIOR TO POURING z MINIMUM CLEARANCE OF cn o °a O roe MUELLER 2361 OPEN 13. ALL MATERIALS SHALL COMPLY WITH THE FOLLOWING: ¢ o °< a O o °:afn.. O s� CONCRETE RIGHT AS APPROVED BY 22-1/2` (1/16) 11-1/4` (1/32) TEE 90' 1 4 BEND 45` 1 8 BEND 3'0" FROM BOLLARDS, /\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/\\ CITY OF SARATOGA ( / ) ( / ) BEND BEND- D.I.P - AWWA C151-17 r y \//\//\//\//\//\//\ y/\//\//\//\//\/ o z * CON TRACTOR TO WALLS, UTILITY POLES AND o' z O � SPRINGS CD N - FITTINGS - AWWA C104-13 z w CONFIRM THE EXACT SIZE PIPE AREA AREA AREA AREA AREA I (N OTHER OBSTRUCTIONS. m VALVE BOX -6" M.J. R.W. DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS DIMENSIONS - VALVES - AWWA C-500-09 (TELESCOPIC GATE VALVE AND TYPE OF WATER SIZE SQ. SQ. SQ. SQ. SQ. � O - DRY HYDRANTS - AWWA C502-18 0 PATTERN) (SARATOGA a 1n MAIN PRIOR TO ORDERING O INCHES FT. D x L FT. D x L FT. D x L FT. D x L FT D x L O LO N 14. HYDRANTS SHALL BE LOCATED AT STREET INTERSECTIONS AND AT INTERMEDIATE POINTS AS INDICATED ON THE PLANS. CARE SHALL = n STD. - MATERIALS. POLYETHELENE OR c 3/4" TIE-ROD FOR M BE USED, WHEN LAYING MAINS, SO AS TO AVOID CREATING HIGH POINTS BETWEEN HYDRANTS. HYDRANTS TO BE LOCATED A MINIMUM MUELLER w 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 OF 10 FEET FROM ALL SANITARY AND STORM SEWER. BUILDING PAPER z THRUST RESTRAINT > ALL STAINLESS STEEL w AWWA C509) o TAPPING SADDLE 00 T- 15. MINIMUM SEPARATIONS BETWEEN WATER MAINS AND SANITARY AND STORM SEWERS ARE REQUIRED PER TEN STATE STANDARDS AT � (ONE EACH SIDE) SEE NOTE 3 � � OR RETAINER GLAND ( ) MAIN MODEL AS PER CITY OF 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 CROSSINGS, 18" MIN; WHERE PARALLEL, 10 FT. MIN. (MEASURED O.D. TO O.D.) CRUSHED STONE � r J A.0.B.E. TIE ROD SARATOGA SPRINGS WHERE MINIMUM SEPARATIONS CANNOT BE MAINTAINED: SIZE 1 AND lA11 SEE DETAIL W-4 ° ° MANUFACTURED BY TOTAL O a IY NEW SEWERS SHALL BE CONSTRUCTED OF MATERIALS AND WITH JOINTS EQUIVALENT TO WATER WORKS GRADE 150 PSI (1.0 DRAIN PIPING SOLUTIONS (TIPS) 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 a MPA) PRESSURE RATED PIPE MEETING AWWA STANDARDS OR PIPE APPROVED BY THE REVIEWING AUTHORITY AND SHALL BE Q PRESSURE TESTED TO ENSURE WATER TIGHTNESS. CONCRETE THRUST ° ° . , \ G /\/\/\/\/\/\/\/\/\/ \ \ \ \ \ ° ° //\//\//\ 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 WHERE SEWERS PRE-EXIST, THE WATER MAIN SHALL BE ENCASED IN A WATERTIGHT CARRIER PIPE (CONSTRUCTED OF WATER BLOCK. 3,000 p.s.i. / /\\/\\//\\//\\//\\//\\//\\//\\//\\//\\// \\//\//\\�/\\//\\//\////\\//\\/////\\/\\/\\ MAIN MATERIALS) AND EXTEND 10 FT. MIN ON BOTH SIDES OF SEWER BEING CROSSED OR TO A POINT WHERE LINES ARE NOT REQ'D IF R.G. \ •'//\// a x ( �\ \ � EXISTING WATER /� SEPARATED 10 FT. OR TIE RODS ARE /i /// �BEDDING, PIPE ZONE M.J. CONCRETE THRUST J 16. THRUST BLOCKING SHALL BE CAST-IN-PLACE CONCRETE AND SHALL BE SIZED AS PER THRUST BLOCK SCHEDULE. MECHANICAL USED) \\\ \\' BACKFILL TYPICAL TO ANCHORING MAIN* � THRUST BLOCK NOTES CITY DETAIL W- 6 BLOCK. 3,D00 p.s.i. RESTRAINTS MUST BE APPROVED BY THE WATER SUPERINTENDENT. NOTES: TRENCH DETAIL REQ'D. TEE (TYP.) 12 1-- 17. ALL NEW WATER MAINS ARE TO BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH AWWA STANDARDS: C600-17 SECT. 4 FOR 1. MAINS SHALL BE CLASS 52 DIP AND VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. NOT TO SCALE DUCTILE IRON. RESULTS TO BE SUBMITTED TO WATER SUPERINTENDENT. MODIFICATIONS TO EXISTING MAINS SHALL BE DISINFECTED 2.) HYDRANTS SHALL BE MUELLER SUPER CENTURION A-423. THEY SHALL MEET THE STANDARDS OF THE MUELLER "SARATOGA HYDRANT" HAVING 5-1/4 INCH BY SWAB METHOD AND VISUALLY TESTED FOR LEAKS UNDER NORMAL WORKING PRESSURE PRIOR TO BACKFILL. POURED BLOCK PLACE \\ 1 VALVE OPENING, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS AND ONE 4 INCH STORTZ QUICK-RELEASE CONNECTION. ALL HYDRANTS SHALL THRUST BLOCK TO / /\\ 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 CITY ENGINEER AND WATER SUPERINTENDENT. SPECIFHAVE SCATIONS FOR IX INCH H150CPSI AL JWORKIOINT NG EPRESSURE TAND 3007PSI ITE T PRESSURE NCH SQUARE APED OPERATING NUT - OPEN RIGHT. ALL HYDRANTS SHALL MEET ALL AWWA UNDISTURBED EARTH /\�j/\\/// \\\/\\// THRUST BLOCK FABRIC FABRIC //`�/ OR WATESEWERN �/� 19. CURB BOXES ARE TO BE INSTALLED SO THAT CAPS EXTEND ABOVE FINISHED GRADE 1" AND IDENTIFIED WITH 2x4 LUMBER MARKER IN SIZED PER THRUST BLOCK j \/�, GRADE ///\\/ ////, FORCE MAIN 0 GRASSY AREAS. IN PAVED AREAS, USE TWO PIECE CURB BOX CAP (W/PENTAGONAL PLUG) AND CAST IRON CURB BOX SLEEVE TO 3.) ALL VALVES SHALL BE MUELLER MECHANICAL JOINT, RESILIENT WEDGE GATE VALVES AS PER AWWA REQUIREMENTS FOR A 250 PSI WORKING PRESSURE, TABLE \\/ \\� //\�j/\\j/\y/\ \`j ///\\ ) Z) ALLOW ADJUSTMENT OF THE GROUND KEY LID (MUELLER H-10342 OR APPROVED EQUAL). NON-RISING STEM, WITH A 2" SQUARE OPERATING NUT - OPEN RIGHT "SARATOGA STANDARD" WITH A CAST ARROW TO INDICATE DIRECTION OF OPENING. / / / , ""\i\\j// j//jj ////11 CONCRETE 20. ALL WATER SERVICES SHALL BE METERED. METERS SHALL BE PROVIDED BY THE CITY OF SARATOGA SPRINGS AT THE DEVELOPERS 4 ) PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC, FIRE/SPRINKLER AND OTHER PRIVATE FEEDS. } . \\\ \I \ \ `\ THRUST 2 III COST. 1 \\ \\ I //// BLOCK /� 21. IT WILL G, THE CONTRACTORS RESPONSIBILITY TO ADHERE STRICTLY TO ALL RELEVANT NYS OSHA LABOR SAFETY STANDARDS 1 FIRE HYDRANT I N S TA LLTI 0 N CITY DETAIL W 1 5 TAPPING SADDLE AND VALVE \\\ \ r \\ . 1% ' //,/ e //\I V INCLUDING, BUT NOT LIMITED T0, THOSE RELATING TO CONSTRUCTION SAFETY AND TRENCH SHORING. //��//\�//\\ %\ a /\�\\�\\/\\/\ \ O W CITY OF SARATOGA SPRINGS REQUIRED TESTS AND DISINFECTION PROCEDURES FOR 12 NOT TO SCALE 12 NOT TO SCALE ����\� \%��i/,`�//\ii�` \�\\1' 1,�\%w�a 11\ Q WATER MAINS ��� �'" "fit UNDISTURBED r , 1. DISINFECTION WILL BE ACCOMPLISHED AFTER PIPE HAS PASSED ANY LEAKAGE TESTS SECTION A-A � SOIL v CD 2. THE CITY ENGINEER, OWNER AND DESIGN ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE START OF PRESSURE TREE BELT FINISHED GRADE PLAN(TYP.) / J z .-. TESTING, LEAKAGE TESTING, AND DISINFECTION. 3. NEW MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE CURRENT AWWA STANDARD FOR DISINFECTING WATER MAINS, SEE NOTE 0) SIDEWALK ANSI/AWWA C-651-14, SECTION 4.4, CONTINUOUS FEED, THE TABLET METHOD IS NOT PERMITTED BY NYSDOH AND SHALL NOT BE CURB / j J,A///\i� �/ 4. PREVENT BACKFLOW:USED. SPRAY OR ABPROTECT THERAPH EXISTINGIDISTRBUTON STY TEM INTO FROMRANY B REPAIRING AC FLOWEXISTING AUSEDMAINS. BY HYDROSTATIC PRESSURE ROADWAY �\ \�\% ° ,\jj\jj\`��`�/ j /j�\ j/ \j\/ � �/ '` // \\�i\ i ce ``/\` \`%\`l // \//�1//1�//'i \ \\/' \//\ 0L TESTING AND DISINFECTION PROCEDURES. THE SUPPLY VALVE SHALL BE KEPT CLOSED AT ALL TIMES, EXCEPT DURING FLUSHING ��/�� �`/N/ I'M / // , \ \ \ \ \ \ \ O � \, i / \/\ \\/\\ \ \\\\\ \ \ v ", /// //i O O S 5. PRE-FLUSH:SHECTANT FEED OPERATIONS. \\\\\\\\\\\\\\\\\\�\\\\\\\\�\��\��\��\\:�\\:� \ /\/�\/�\�/ \� III n/ A. FILL THE WATER MAIN AND ELIMINATE ALL AIR POCKETS. �j 1 �\�\Y\ /j� W LL 0L B. FLUSH THE WATER MAIN AT A VELOCITY NOT LESS THAN 3.0 FT/SEC TO REMOVE PARTICULATES. CURB BOX \�j\ � \//% Q � ( (n w O MUELLER 5'6" t MODEL H-10314 (IN TURF) `j\\1/ 1 e //\//\ /\//\// //j (D 6. CHLORINE-WATER SOLUTION IS PREPARED BY ADDING HYPOCHLORITE TO WATER IN ACCORDANCE WITH THE FOLLOWING TABLE: z MODEL H-10334 (IN CONCRETE WALK) :��\\��\//\\\/\\\j�\��\\�`/ \\//j/j / / / ////\//�\ j\//� Uj CHLORINE REQUIRED TO PRODUCE 25 MG L CONCENTRATION IN 100 FEET OF PIPE BY DIAMETER: z_ 2'-6" CAST IRON MANHOLE FRAME AND COVER - \\\\\\\\\\\\\\\\\\\ \/\\� Z Z / SIZE AS REQUIRED FOR 3 4" 0 R 1" SERVICE \>, ////////// '1/�/\/\/\/\/ / / /\/\/� ( / ) FINISHED GRADE CAMBELL 1016 OR EQUAL,TOP SURFACE \�\\�\\`\�`\�`/ /' / /`//\//�\�/\\�/\\�/\�/.�//. /� 'y W o CLEAR OP'NING # NOTES: W 0L CHECKERED AND LABELED "CITY OF SARATOGA Z PIPE SIZE(IN) 100% CHRLRINE (LBS) 1 PERCENT CHLORINE SOLUTION (GALLONS) SPRINGS SANITARY SEWER" WITH LIFTING 1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. / a 6 0.030 0.36 CORPORATION STOP WITH CURB STOP ° o ae ° ° ° sa, o4(3 NOTCHES& VENT HOLES AS REQUIRED 2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. �,J Q (f� 8 0.054 0.65 COMPRESSION FITTING in MUELLER ORISEAL MODEL H-15209 COMPRESSION /-�^° o $000_ °°° J 10 0.085 1.02 MUELLER H-15008 MODEL H-15219 (W/ DRAIN) °0�°°Jo ,Y°a00 m °O& o 0 o^ FRAME TO BE SET PARALLEL TO CROSS AND 3 4" OR 1" - SIZE AS REQUIRED oo, ° °°° o oa LONGITUDINAL SLOPE OF PAVEMENT AND >- �mm J 0 (D � (SIZE AS REQUIRED FOR 3/4' OR 1' SERVICE) CONE �� ° Do° FLUSH TO 1 _ NOTE: 1% SOLUTIONS REQUIRE 1 POUND OF SODIUM HYPOCHLORITE IN 8 GALLONS OF WATER / EXTENSION(S) \//\/ 8' . 8 \\\\\\\\ \ \/\\7\ /4 BELOW F.G.) 8 TYPICAL THRUST BLOCKS CITY DETAIL W- 5 �_ Q Z 7. PRODUCT DETERIORATION MUST BE CONSIDERED IN COMPUTING QUALITY OF SODIUM OR CALCIUM HYPOCHLORITE REQUIRED FOR THE \/\ / / / r^ \\/\\/ \\\/\\\/\\\\\\\\\\//� NOT TO SCALE U ( J O DESIRED CONCENTRATION TEMPORARY CAP OR PLUG * AS REQ'D TO ADJUST /\�/\\ //�//�//\/ ,//\ \ PRECAST CONCRETE GRADE RINGS 12 5 O 8. INSTALL A TEST TAP NOT MORE THAN 10 FT. DOWNSTREAM FROM THE BEGINNING OF THE NEW MAIN. (AS NECESSARY) TO FINISHED GRADE. j�//\/ \\j/\\j/\\j/\\/,\ ,, \\, 6"(MIN.) TO 20"(MAX.) ` W 0 9. CHLORINE-WATER SOLUTION SHALL BE APPLIED TO WATER MAIN WITH A GASOLINE OR ELECTRICALLY POWERED CHEMICAL FEED USE PRECAST UNITS \\/\\/ \\/\\/\/\\/\\/\\/\\ IF A BUILDING TRAP IS REQUIRED: �Q/ WITHSTANDPUMP GNED SAFELYTHE MAXIMUM FEEDING LORINE PR SSUREUTIONS. FEED THAT MAY BEINES CREATEDLL BE BY THEF SUCH FEED PUMP. ALL CONNECRIAL AND TIONSTH SO AS SHALL BET�HECKED 45` COPPERNPIPEZE TYPE K ECCENTRIC � j\//"// a //�\�//�\��/I//�\//�\//�\� NO CONCRETE BRICK SHIM COURSES COVERED PERFORATED VENT OUTLET FRESH AIR INLET (3" MIN.) a rl� m IL v FOR WATER TIGHTNESS BEFORE THE HYDROCHLORITE SOLUTION IF APPLIED TO MAIN. \\\\ `/i\/\//\//\//� �,J Q Q WATER OR SIZE AS REQUIRED CONE o \//\// \�j/\�j/\�j/\�j/\�j 4" CLEANOUT PLUG 10. GENERALLY THE FOLLOWING PROCEDURE SHALL BE USED TO DISINFECT NEW MAINS, HOWEVER THE CONTRACTOR SHALL REVIEW I /\\/\\ W (n (I'► MAIN SECTION \ \ PRECAST CONCRETE SECTIONS - _ V THEIR PROPOSED PROCEDURES WITH THE CITY ENGINEER AT LEAST 48 HOURS PRIOR TO START OF DISINFECTION. ALL DISINFECTION SOLID CONC. BEARING BLOCK '0 , , �//\�/%\/%\/%\ 4,000 p.s.i. AT 28 DAYS, AIR- O PROCEDURES MUST BE APPROVED BY THE CITY ENGINEER BEFORE WORK STARTS. 3/4" OR 1" COPPER TUBING (TYPE K) //\// \\\\\\\\ A. ALL GATE VALVES AND HYDRANTS MUST BE CLOSED. THE NEW MAIN SHOULD ALREADY BE FULL OF WATER FROM THE (SIZE AS REQUIRED) OR C.I. FOOT REINFORCED PLASTIC �j\\j //\/\/\� ENTRAINED + 4"(MIN.) � (1) < O O HYDROSTATIC TESTS. /// / \/\/\/ �/ if B. MIX CHLORINE-WATER SOLUTION IN 55 GALLON DRUMS, CONNECT FEED LINE TO PUMP AND NEW MAIN. NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT NON-SLIPYSDOS725SDPEOR \\//\/\ \j\., / FOR SANITARY MANHOLE, JOINTS 3"(MIN.) FINAL GRADE . W 2'(MAX.) 4'(MAX.) Ld_ CO } < C. OPEN GATE VALVE ON HYDRANT LEAD OR END HYDRANT, THEN OPEN HYDRANT FULLY. (NOTE: HYDRANT MUST ALWAYS BE IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. ��/�\ 12" 0 /\/j\\ BUTYL SEALED - INDUSTRY STD. IF NO INSIDE CLEANOUT: (PLUS BACKWATER VALVE) O EITHER FULLY OPENED OR FULLY CLOSED. THE HYDRANT FLOW MAY BE CONTROLLED BY THROTTLING THE GATE VALVE ON HYDRANT r^ LEAD) o %/%\� o- o \\%\\ TARY 4 WITH RISER TO GRADE 4" CLEAN OUT PLUG(S) 2 Q VJ N U D. START PUMPING CHLORINE SOLUTION INTO THE WATER MAIN; THEN OPEN UPSTREAM GATE VALVE SLOWLY UNTIL FLOW FROM 2 WATER SERVICE CITY DETAIL W- 2 RISER � j\�/j\//\ 11 \\ FLEXIBLE SANMEMBRANEMANHOLE, VOOTORYPE CONNECTION HYDRANT IS PROPORTIONATE TO AMOUNT OF CHLORINE-WATER SOLUTION BEING PUMPED (30 PARTS WATER TO 1 PART CHLORINE). SECTION \1/ 5" 5" DISCHARGEIF A OREBYR IS NOT MEASURINGAILABLE, THE THE TIME TO DISCHARGE A CONTAINER OF AEKNOWNMINED BY USING VOLUME (SUCH ASTA 55 GALLONGAUGE IN THEBARREL.) THE 12 NOT TO SCALE a �\//\\//\ o• 4'-0" I.D. MIN. L (SHOP DRAWINGS REQ'PIPE TO MEET ASTM D) No.C-923 DRAWN BY DBR /\\/\\/ ( ) TO PUBLIC SEWER CHECK BY DBR PUMPING RATE CAN BE DETERMINED BY MEASURING THE DROP IN LIQUID LEVEL IN A GIVEN LENGTH OF TIME. ��/j�/% 2 PER CIRCUMFERENTIAL REINFORCEMENT 40 2% (1/4 INCH/FT) BUILDING DRAIN E. AFTER HYDRANT FLOW AND PUMPING RATE HAVE BEEN ADJUSTED, MAINTAIN A CONSTANT FLOW SO THAT CHLORINE \\/\\/\ L ° o • p° L MIN. SLOPE EDP PROJECT NUMBER 174zs4 CONCENTRATION IN MAIN IS MAINTAINED AT A MINIMUM OF 25 PPM. SAWCUT LINE -SEE DETAIL SS-6 /\//\// • 0 0.12 sq. in. PER LIN. FT. MIN. ( ) F. PERIODICALLY CHECK HYDRANT DISCHARGE FOR CHLORINE CONCENTRATION BY USING A FIELD CHLORINE RESIDUAL TEST KIT. TRENCH WALLS LAID BACK PER OSHA REQ'MTS � \\//\\ - (SEE DETAIL SA-3) IF REQUIRED (SEE NOTE): THE AL DONE OF THESE DOCUMENTS /N ANY WAY. SEE PAVEMENT SECTION DETAIL SS-5 /\/\ ° UNLESS DONE UNDER HE DIRECT SUPERV SIGN OF A MAINTAIN HYDRANT DISCHARGE AND PUMPING RATE UNTIL A MINIMUM CHLORINE CONCENTRATION OF 25 PPM HAS BEEN ACHIEVED OR SHEETING A.O.B.E. � \\//\\j/ o ,° L CD p 0 4000 PSI CONCRETE BENCH WALL FOR DOUBLE HAND HOLE BUILDING COMPARABLE PROFESSIONAL, ECT ENGINEER FOR AN THROUGHOUT THE ENTIRE MAIN DISINFECTED. 2" / / / O F REQUIRED: ENGINEER, LANDSCAPE ARCHITECT SURVEYOR, FOR A LANDSCAPE ORIGINAL ASPHALT o \\\\\\ ' SANITARY MANHOLE AND STORM COMBINATION TRAP,OR RUNNING TRAP ARCHTECi OR SURVEYOR FORA DUCA77ON /S A VOLAT/ON G. AFTER THE REQUIRED CONCENTRATION HAS BEEN ACHIEVED, ALL VALVES AND HYDRANTS ON THE MAIN LINE BETWEEN THE / /\/ • ° ® ° ® MANHOLE A.O.B.E. (SEE DETAIL SA-4) APPROVED BACKWATER VALVE of THE NEW rORK STATE EDUCA ON LAWEME OANDIOR R. UPSTREAM GATE VALVE AND THE DISCHARGE HYDRANT SHALL BE OPERATED IN ORDER TO DISINFECT THE INTERNAL WEARING COURSE(S) IN PVMT IN TURF \\%/\\\ "Y" AND 1 8 BEND _/ WITH CLEANOUT REGULA 0N5 AND/S A CLASS "A" MISDEMEANOR. APPURTENANCES. DO NOT OPERATE ANY GATE VALVE THAT IS LOCATED ON A CONNECTION TO AN EXISTING WATER MAIN THAT IS PAVEMENT BASE COURSE ` 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH /\\/\\/ • L L • L \/\/\ , , \/\� SIZE AND LOCATION OF PIPES REVISION DATE BY IN SERVICE. 6" ems, oa BOTTOM /\/j\/j /\//\/i\ APPROVED SLEEVE THROUGH STRUCTURAL (SEE NOTE 3) :e 9�0 ° BORROW: WELL GRADED INORGANIC \ \ \ \ \ AS SPECIFIED B. VERIFY CHLORINE CONCENTRATIONS AT ALL HYDRANTS, TAPS, AND SERVICE LATERALS. DOSING SHALL CONTINUE UNTIL o SECTION - \/\/\ \/\/\/ FOUNDATION WALL SECTION SUBBASE COURSE GRANULAR SOILS AND OR ROCK, /\//\// °• /\//\//\//\ FOUNDATION WALL HEAVILY CHLORINATED WATER IS CONTINUOUS THROUGHOUT THE NEW MAIN AND ALL VALVES AND HYDRANTS HAVE BEEN OPERATED 12 a / °� \\\\ \ \\\\\\%\ # # BASEMENT FLOOR A.O.B.E. SEE NOTE 4 //// ////�/ 8"-12" CRUSHED STONE - 1 OR 2 TO PROVIDE CHLORINE CONTACT. ( ) w MAX. 1-1/2" SIZE, NOT MORE THAN / / ° °°\/. \\ NOMINAL SIZE OR GRADATION A.O.B.E. 11. AFTER TAKING A WATER SAMPLE AND VERIFYING THE MINIMUM 25 PPM CHLORINE CONCENTRATION, THE CONTRACTOR SHALL RETAIN z 3 20% BY WEIGHT PASSING #200 /�ij\ /%//�°oq�°° oo or°° ° �8 ° �°y g°Or/�//�//11 z a a THE CHLORINATED WATER IN THE MAIN BY THE FOLLOWING METHOD: JASE C.D SIEVE.OR NATIVE MATERIAL, A.O.B.E. j`i/ •//\`//\\//\\//\\//\\//\\// =Po °° m&a ° o�°o °`49 O�D.j//'/\�/`\' UNDISTURBED SUBGRADE OR J 5' 12. FIRST, CLOSE THE UPSTREAM GATE VALVE ORIGINAL SCOBRSE z (USE VIBRATORY COMPACTOR WITH 12" LIFTS) �\j\\j�\jK\j�\j�\j�\/ o°°000 oo° �g��o d, O.. oO�oo°ar\\ � \ \\\ w /,/, /�/�/�/�/� boo o°ao ° /�/// ADDITIONAL FOUNDATION STONE 13. SECOND, CLOSE THE DISCHARGE HYDRANT PIPE ZONE BACKFILL - GRADATION SHALL BE: NOTES: \ \ \ \ \ \ \ \ \ \ \ \ \ A.O.B.E. 14. THIRD, SHUT OFF THE PUMP T N w \/\/\/\/\/�/\/\/\ /\6\1 / /\ o FOOTING "WELL GRADED SAND WITH 3/4" MAX. PARTICLE � 15. AFTER A 24-HOUR MINIMUM RETENTION PERIOD, THE TREATED WATER SHALL HAVE A RESIDUAL OF NOT LESS THAN 10 MG/L OF OUTSIDE CROWN a SIZE AND NOT MORE THAN 10% PASSING #200 1.) SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. FREE CHLORINE. VERIFY CHLORINE CONCENTRATIONS AT ALL HYDRANTS, TAPS, AND SERVICE LATERALS. 2.) ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) 16. REPEAT STEP 4.B. IF RESIDUAL IS LESS THAN 10 MG/L. PIPE SPRINGLINE - // r/ / HS20-44 WHEEL LOADING REQUIREMENTS. 6" BUILDING SEWER(TYP.) � � 4" BUILDING DRAIN(TYP.) 17. ANY SECTION OF PIPE, VALVES OR FITTINGS, INCLUDING TAPPING SLEEVES AND VALVES WHICH ARE INSTALLED OUTSIDE THE LIMITS //ji// oo /�iijj� w PIPE ZONE BEDDING - FOUNDATION STONE OF SYSTEM SUBJECTED TO CHLORINATION PROCEDURES SPECIFIED ABOVE SHALL BE SPRAYED OR SWABBED WITH A 1% BOTTOM O.D. . // ////, a TO CONFORM TO N.Y.S. DOT. STANDARD //////////� / 6 PRECAST CONCRETE MANHOLE - CITY DETAIL SA- NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE m HYPOCHLORITE SOLUTION PRIOR TO CONSTRUCTION. / �'/// SPEC. 703-02 COARSE AGGREGATE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. � 18. AFTER A WATER SAMPLE HAS BEEN COLLECTED AND A MINIMUM CHLORINE RESIDUAL OF 10 PPM HAS BEEN VERIFIED, CONTRACTOR (SEE NOTE 2) Ln SHALL THOROUGHLY FLUSH CHLORINATED WATER FROM THE MAIN UNTIL A RESIDUAL OF NOT MORE THAN 1.0 MG/L REMAINS IBY 12 NOT TO SCALE THE CHECK FOLLOWING METHOD: CITYODENGINEER'S OFFICE FOR CONDITIONS OF CHLORINATED WATER TO SANITARY SEWER IF POSSIBLE. DIRECT ALL NOTES: I.D. + 3' MAX. EXTRAUNDISTFOBED UNDATIONRSTONEADE O A.O.B.E. 9 BUILDING DRAIN LAYOUT CITY DETAIL SA- 7 DISCHARGE WATER TO SANITARY SEWER IF POSSIBLE No B. IF DISPOSAL OF CHLORINATED WATER TO SANITARY SEWER IF NOT POSSIBLE, DISCHARGE WATER MUST BE DECHLORINATED 1. STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. 12 NOT TO SCALE C USING AN APPROVED METHOD IN ACCORDANCE WITH LATEST VERSION OF AWWA C 651-14 INCLUDING APPENDIX B OF THE DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: STANDARD 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR ,Z C. OPEN THE DISCHARGE HYDRANT 2-1/2" SIEVE - PASS 100% BY WEIGHT EXISTING SEWER MAIN: CONNECTION EASEMENT LIMIT a D. OPEN THE UPSTREAM GATE VALVE SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% 1-3/4" SIEVE - PASS 95-100% BY WEIGHT E. OPEN ANY HYDRANTS ON THE MAIN LINE TO REMOVE ALL CHLORINATED WATER FROM THE HYDRANT LEADS. PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4" SIEVE - PASS 60-75% TAPPING SADDLE Q 19. FLUSH MAIN WITH POTABLE WATER IN SUCH A MANNER THAT SHALL NOT ADVERSELY AFFECT FISH, PLANT, OR ANIMAL LIFE. OR 1/4" SIEVE - PASS 25-45% TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ'D 20. QUANTITY AND LOCATION OF WATER SAMPLES TO BE TAKEN SHALL BE DETERMINED BY THE CITY ENGINEER. #40 SIEVE - PASS 10-25% NEW SEWER MAIN CONSTRUCTION: 2"x 4" x 24' PRESSURE TREATED 3 21. WATER SAMPLES SHALL BE TAKEN BY THE CONTRACTOR IN STERILIZED BOTTLES SIZE DETERMINATION #2: 100% PASSING 1-1/2' SIEVE, 90-100% #100 SIEVE - PASS 3-12% 45' OR 60' WYE OR TEE/WYE o SET PLUMB AT END OF LATERAL D. BRIEN RAGONE z PASSING 1' SIEVE, 0-15% PASSING 1/2' SIEVE. J L.A. #002135 22. BACTERIOLOGICAL VERIFICATION SHALL BE DONE IN ACCORDANCE WITH SECTION 5.1 OF AWWA C 651-14. TO BE APPROVED BY D.P.W. FLAGGED WITH FLOURESCENT m 23. TWO CONSECUTIVE SETS OF ACCEPTABLE SAMPLES, TAKEN FROM THE SAME SAMPLING SITES, A MINIMUM OF 16 HOURS APART, GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO COLORED SURVEY RIBBON FOR o SHALL BE COLLECTED FROM THE NEW WORKS AS FOLLOWS: BASED ON FIELD CONDITIONS. N.Y.S. DOT STD. 304, TYPE 2. EASY IDENTIFICATION ti A. 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 SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY - Q MINIMUM. 3 PIPE TRENCH SECTION CITY DETAIL SS- 6A 6" MIN. SDR 35 PVC MIN. SCH. 40 PVC B.MI EACH SAMPLE SHALL BE TESTED FOR BOTH HPC (HETEROTROPHIC PLATE COUNT) AND TOTAL COLIFORM (TC). Q C. THE HPC TEST IS WAIVED FOR THE REPEAT SAMPLES IF THE INITIAL RESULTS ARE LESS THAN 500 CFU/ML. WHEN HPC CITY PROPERTY PRIVATE PROPERTY 11 RESULTS EXCEED 500 CFU/ML, THE WORKS SHALL BE FLUSHED AND SAMPLED UNTIL NO COLIFORM ARE PRESENT AND THE HPC IS 12 NOT TO SCALE LESS THAN 500 CFU/ML. w OBTAIF REPEAT SAMPLES FAIL, THE MAIN SHALL BE RECHLORINATED, FLUSHED AND SAMPLED UNTIL SATISFACTORY RESULTS ARE D. S.C.S.D. # 1 NOTES: SANITARY SEWER SERVICE - PLAN = 24. ALL TEST RESULTS SHALL BE FURNISHED TO THE ENGINEER. 3"t W N.T.S. N 25. SAMPLES MUST BE BACTERIOLOGICALLY SAFE BEFORE WATER MAIN IS PLACED IN SERVICE. THE CONTRACTOR SHALL OBTAIN SANITARY SEWER CONSTRUCTION PERMITS FROM FINISHED GRADE REVEAL 'v a FINISHED GRADE � BOTH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT a #1 PRIOR TO CONSTRUCTION OF ANY SANITARY SEWERS. � HYDROSTATIC TESTING \\j\\\/\\\j\\\j\\\j\\\j\\\j\\\j\\\j\\\/\\\j\\\j\\\j\\\j\\\j\\\j\\\j�\\j\\ w m 1. AFTER TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, CONSISTING OF A PRESSURE TEST AND A LEAKAGE S.C.S.D. 1 RECOMMENDS THE CONTRACTOR MEET WITH NYSDOT AND CITY OF z_ SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX. is TEST, SHALL BE PERFORMED ON ALL SECTION OF WATER MAIN INSTALLED. LEAKAGE TEST SHALL BE CONDUCTED /' \ # AS OR 30" BEND z � SARATOGA SPRINGS OFFICIALS, WELL IN ADVANCE OF CONSTRUCTION, TO REVIEW AS REQ'D o "� � CONCURRENTLY WITH THE PRESSURE TEST. THE TEST SECTION SHALL BE LIMITED TO ABOUT 2000 FEET (MAXIMUM) UNLESS � THE PROPOSED WORK IN THE COUNTY'S R.O.W. 2% 4% 24" P.T. STAKE z OTHERWISE APPROVED BY THE CITY ENGINEER. 11 X O7 2. HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS PARTIALLY BACKFILLED TO SIMPLY CHECK WORK, A COPY OF ALL NYSDOT AND CITY OF SARATOGA SPRINGS HIGHWAY CROSSING a PIPE BEDDING AS REQ'D BUT ACCEPTANCE OF SYSTEM SHALL BE BASED ON HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT HAS BEEN FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) COMPLETELY BACKFILLED.ALL NEW WATER MAIN WORKS ARE TO BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH AWWA o AND UTILITY WORK PERMITS ARE REQUIRED BY S.C.S.D. #1, FOR THE ISSUANCE STANDARDS: C600-10 FOR DUCTILE IRON PIPE, MANUAL M23 FOR PVC, AND MANUAL M55 FOR PE. OF SEWER CONSTRUCTION PERMITS. /\ N ° ° ° ° 45• /\\/\\/\\/\\/\\/\\j\j\j\\j\\j\\j/�\j/�\j/�\j�\j\\j\\j /` UNDISTURBED SUB-GRADE SCALE: 11 3. FOR THE PRESSURE TEST, THE SYSTEM SHALL BE PRESSURIZED AND MAINTAINED AT A MINIMUM OF 150 POUNDS PER \\\/\\ T o + o /\\\/\\\//\\/,\\\�\\���\\/\\/�\N4\\�\\�\\\j\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\�� Qj SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER BASED ON ELEVATION OF LOWEST POINT IN • S.C.S.D. #1 REQUIRES ALL NECESSARY EASEMENTS TO BE FILED IN THE /\�//\\ ° ° ��//\�//\\� /.// /.//.// //�/ /' AS NOTED SECTION BEING TESTED AND CORRECTED TO ELEVATION OF GAUGE. PROVISIONS SHALL BE MADE TO RELIVE AIR TRAPPED AT STANDARD COUNTY FORMAT PRIOR TO THE ISSUANCE OF A SEWER CONSTRUCTION %/\//\ //\//\ �, HIGH POINTS IN SYSTEM THROUGH ADJACENT HYDRANTS OR THROUGH TAPS AND CORPORATION STOPS INSTALLED FOR THIS PERMIT. \\/\\\\\\\ \ \\\\\\\\\\� PURPOSE BY THE CONTRACTOR. AFTER THIS PRESSURE HAS BEEN MAINTAINED SUCCESSFULLY, WITH FURTHER PUMPING AS ///\�//\�//\�//\\/\�\ /\�//\�//\�//\////// a REQUIRED, FOR A PERIOD OF AT LEAST 2 HOURS, THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE PASSED THE \//\//\//\//\//\//\//\//\//\/` 3 PRESSURE TEST. THE CONTRACTOR SHALL NOTIFY S.C.S.D. #1 AT LEAST \!\\/\\/\\/\\/\\/\\/\\/\\/ a I,\,\,\,\,I 11 NOT FO R Z. 48 HOURS PRIOR TO THE START OF ANY SEWER \�� ;\�/,�\�/\�/�\\//' ° LEAKAGE TESTING - DUCTILE IRON PIPE - � RELATED WORK. CONSTRUCTION -Q 1. LEAKAGE TESTING SHALL BE PERFORMED CONCURRENTLY USING A MINIMUM TEST PRESSURE OF 150 POUNDS PER SQUARE WATER LINE SANITARY SEWER SERVICE - S E C TI 0 N -c INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER BASED ON ELEVATION OF LOWEST POINT IN SECTION BEING TESTED AND CORRECTED TO ELEVATION OF GAUGE. LEAKAGE TEST DURATION SHALL BE A MINIMUM OF 2 HOURS AFTER ( ) GRAVITY SEWER MANHOLES SHALL BE VACUUM-TESTED PER ASTM C1244-05, NOTES: PB# 2019 0319 ° LEAKAGE RATE HAS BEEN STABILIZED. SANITARY SEWER GRAVITY OR FORCEMAIN STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. N.T.S. o 2. MAXIMUM ALLOWABLE LEAKAGE SHALL R AS SHOWN 3 THE FOLLOWING TABLE: OR STORM SEWER PRESSURE (VACUUM) TEST PRIOR TO BACKFILL. 2. CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 1u ALLOWABLE LEAKAGE (IN GALLONS) PER 1000 FEET (305 M) OF PIPELINE* ) SHEET TITLE: % • PNEUMATIC (AIR) LEAKAGE TESTING SHALL BE PERFORMED ON ALL SANITARY 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC 0 AVERAGE TEST PRESSURE NOMINAL PIPE DIAMETER - INCHES SEE NOTES SEE NOTES SEWER MAINS AND SERVICES TO PROPERTY LINE PRIOR TO FINAL APPROVAL L l RIGHT-OF-WAY. � PSI (BAR) s s 10 NOTES: PER UNIBELL HANDBOOK OF PVC PIPE TABLE OF SPECIFICATION TIME REQUIRED 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT o 450 (31) 0.95 1.27 1.59 FOR A 0.5 PSIG PRESSURE DROP FOR SIZE AND LENGTH OF PIPE NDICATED. JOINTS. q (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS") SITE DETAILS L 400 (28) 0.90 1.20 1.50 NEW WORKS SHALL BE CLEANED WITH VACUUM & WATER JET FLUSHING Ul 350 (24) 0.84 1.12 1.40 CITY DETAIL a1 WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- EQUIPMENT PRIOR TO CCTV INSPECTION AND REPEATED AS NECESSARY UNTIL 10 300 (21) 0.78 1.04 1.30 CLEAN. ALL DEBRIS SHALL BE VACUUMED OUT AND DISPOSED OF OFF SITE. L 275 (19) 0.75 1.00 1.24 TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN NOT TO SCALE a 250 (17) 0.71 0.95 1.19 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, . NEW WORKS SHALL BE INSPECTED FOR DEFECTS BY CLOSED-CIRCUIT TELEVISION 12 Ul OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO o 225 (16) 0.68 0.90 1.13 (CCTV) EQUIPMENT. REPAIRED WORKS SHALL BE RE-TELEVISED. a1 200 (14) 0.64 0.85 1.06 PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED Approved b the Saratoga Springs Planning Board under authority of a resolution SHEET: 0 EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. pp Y 9g Y 175 (12) 0.59 0.80 0.99 L 25 O:So 0.67 0.84 4 U TI LI TY SEPARATIONS - CITY DETAIL W- 7 Ul adopted11 100 (7) 0.45 o.so 0.75 NOT TO SCALEEl * 12 of 12 IF PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, ALLOWABLE LEAKAGE WILL BE THE SUM OF THE 12 COMPUTED LEAKAGE FOR EACH SIZE. Chairperson: Date 3. IF LEAKAGE IN SYSTEM EXCEEDS SPECIFIED AMOUNT, THE CONTRACTOR SHALL (AT NO ADDITIONAL COST TO THE OWNER) C4 LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND RETEST PIPING SYSTEM11