Loading...
HomeMy WebLinkAbout20200582 5 Crescent Street Subdivision Plans As-Approvedi , ���� SITE, E- tx � z ­0 ..R ,�,wf S1,1 y ,. SITE LOCATION MAP SCALE:. 1 " = 2000' SITE STATISTICS EXISTING ZONING MINIMUM LOT SIZE MINIMUM AVG LOT WIDTH MAXIMUM BUILDING COVERAGE MAXIMUM BUILDING HEIGHT MAXIMUM No., OF BUILDING STORIES MINIMUM TO REMAIN PERMEABLE BUILDING SETBACKS FRONT YARD SIDE YARD ,J PROPOSED LOT AREAS UR-2 URBAN RESIDENTIAL-2 6,600 SF 60 FT 30% 60 FT 2 25% S FT (20 FT TOTAL BOTH SIDES) 25 FT LOT 1 9,676f SF LOT 2 10167t SF TOTAL 19,843t SF (0w46± ACRES) WATER AND SANITARY PROVISIONS MUNICIPAL CONNECTION CITY OF SARATOGA SPRINGS NOTES: 1. IN THE EVENT THAT THE APPLICANT DEFAULTS, THE CITY SHALL POSSESS A LICENSE AND BE ENTITLED TO ENTER UPON THE APPLICANT'S PROPERTY AND COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE SITE PLAN APPROVAL. 2. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES RULES AND REGULATIONS. 3. THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 4. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER. 5. THE CONTRACTOR MUST SET UP A PRE —CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS iS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER, 6. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT OF WAY. 9, NO CERTIFICATE OF OCCUPANCY WiLL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE .APPROVED PLANS; AND AN "AS —BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITv ENGINEER, 10. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES,. SUBDIVISION OF LANDS OF APPLICANT/OWNER: HOMELAND PROPERTIES 50 CRESCENT STREET CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK CITY OF SARATOGA SPRINGS PLANNFNG BOARD City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel:518-587-3550 fax.518-580-9480 www, saratoga-springs.org MARK TORPEY; CUr SARA BOIMN, We Gharr TODD FABOZZ RUTH HORTON LEXIE BONITATiBUS KERRY MAYO JASON DOZY SHAWNA JENKS, Alternate NOTICE OF DECISION IN THE MATTER OF THE FINAL. SUBDIVISION APPLICATION #20200854 OF HOMELAND PROPERTIES SUBDIVISION 50 CRESCENT STREET SARATOGA SPRINGS, NY 12866 Involving the premises with Tax Parcel ID# 178.44-2-1, in the City of Saratoga Springs, on an application for a two -lot residential subdivision within the Urban Residential-2 (UR-2) District with the Planning Board who met on March I 1, 1021 and made the following decision(s) by a 6-0 vote (In favor: Torpey, Fabozzi, Horton, Boivin, Bonitatibus, Mayo). In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA short nvironmental Assessment Form Parts i and 11, made a motion to issue a Negative SEQRA Declaration on July March 11 2021, And, in accordance with requirements set forth in the City's Subdivision Regulations, the Planning Board issued the following decision: 0 Approve the final subdivision plat with the following conditions: • A tree protection detail for the trees to be preserved shall be added to the final plan set and shall be installed prior to site work and/or issuance of a building permit. • Requirement for installation of sidewalk along Joshua frontage shall be waived and instead the applicant shall install a sidewalk along the Crescent St. frontage from Joshua St. to Doten Ave. or a fee in lieu of installation of 108 ft. (Joshua St. frontage) shall be paid prior to signing of the final -plat. • Installation of curbing along street frontages at the discretion of DPW or a fee in lieu of installation shall be paid prior to signing of the final plat. • Placement of street lighting shall be per the direction of DPW. • Final plans shall be to the satisfaction of DPW. The applicant is required to complete the following as per the City of Saratoga Springs Subdivision Regulations: • Deliver a letter of creditor cash escrow as a performance guarantee to the City -for required on- and off -site improvements. • Submit- a fee in lieu of recreation -of $2,000 for each new residential lot per Appendix A of the Subdivision Regulations. • Submit two (2) mylar and two (2) paper copies of the final approved subdivision plat for signature by the Planning Board Chair. • File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as provided in Article 3, Section 32 of General City Law. This approval shall expire if not enacted within 180 days as set forth in the City of Saratoga Springs Subdivision Regulations Article 11, Section 1. D.15,-----�-r March 24, 2021 �� 1'��� Date filed with Accounts Dept--------�'_�^------_- -- Chair cc: Building Dept., Accounts Dept., Applicant/Agent, File SITE VICINITY MAP SCALE ° 1 " = 400' SITE SHEET INDEX: SHEET NUMBER SHEET TITLE 1 COVER SHEET 2 EXISTING CONDITIONS 3 REMOVALS AND DEMOLITION PLAN 4 SUBDIVISION PLAN 5 GRADING AND UTILITY PLAN 6 OFF SITE SIDEWALK PLAN 7 SiTE DETAILS 8 SITE DETAILS Approved by the Saratoga Springs Planning Board under authority of a resolution adopted Chairperson: Date % 1,9(1 Z E- Ix z APPLICANT: OWNER: HOMELAND PROPERTIES LLC HOMELAND PROPERTIES LLC 1743 ROUTE 9 1743 ROUTE 9 CLIFTON PARK, NY CLIFTON PARK, NY 12065 12065 NYSDEC CONSTRUCTION CERTIFICATION NOTE: THE CONSTRUCTION OF THE SANITARY SEWERS DEPICTED ON THESE PLANS SHALL BE UNDER THE 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) DAY FOLLOWING THE COMPLETION OF THEE CONSTRUCTION THE ENGINEER SHALL CERTIFY TO THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO THE OWNER THAT THE CONSTRUCTED FACILITIES HAVE BEEN CONSTRUCTED UNDER THE SUPERVISION AND THE WORK HAS BEEN FULLY COMPLETED IN ACCORDANCE WITH THE APPROVED ENGINEERING REPORT AND PLANS. THE PROJECT DEVELOPER MUST RECEIVE WRITTEN ACCEPTANCE OF SUCH CERTIFICATION FROM THE DEPARTMENT PRIOR TO PLACING THE FACILITIES IN SERVICE. © 2020 BY ENVIRONMENTAL. DESIGN PARTNERSHIP; LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDI770N TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. RECORD OF SUBMITTALS DATE BY SUBMISSION OF SKETCH PLANS TO CITY OF SARATOGA SPRINGS PARK PLANNING BOARD 09/03/2020 DBR SUBMISSION OF FINAL. PLANS TO CITY OF SARATOGA SPRINGS PARK PLANNING BOARD 11/23/2020 DBR RESUBMISSION OF FINAL PLANS TO CITY OF SARATOGA SPRINGS PARK PLANNING BOARD 02/16/2021 DBR FINAL REVIEW & CHECK s 03/31/2021 TJM PL A NS PR EPA R B Y „h c ;o N C1 LU o C. f 00 . �- 0 N N 0 N � 0 (e) � N r � o00 U W Q 2 mi o Uj OC LLW 000 �o r Z Y. Y < CL 0 LL ® W W ® W Z Z Z ��Z as �o � IJ �Qo W Q Q (]C U)ILO o Q _ L0 U)) U DRAWN BY DBR CHECK BY EDP PROJECT NUMBER 12519 771E ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHI7ECT FOR A LANDSCAPE ARCH17CCT OR SURVEYOR FOR A SURVEYOR, IS A VIOLA77ON OF THE NEW YORK STATE EDUCA77ON LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. REVISION DATE BY Ed <aF NEIN � � � E 0 it o o � z m ti 504 FOLANDS�� 4 SCALE: NONE 1 c PB# 2020 0582 i SHEET TITLE: ` t c COVER SHEET I s c SHEET: c i `s 1 Of 8 ' < C H 6 v C EDP CB TF=312.05 12"° HOPE, INV=307.53 (E) 12" HOPE, INV=307.60 (S) JP - W — w -- W W - W - w�V---��- - w - GV 11 OHUL -- 71 NM 1-1 W/ LIGHT G — - Z3 AN ll MH TF=313.00 8" PVC, !NV= 306.05 (NE) 3 ll 8" PVC o !NV=305.95 'S) A L. O. t STREET / LAMP l / EXISTING 10' WIDE SANITARY // \ SEWER EASEMENT % B M ORWAY / jO �� 14~ wH/TE PINE (SEE DEED REFERENCE No. 2) B" EUROPEAN.. / LARCH BENCHMARK: NUT AT HEAD OF ARROW ON FIRE HYDRANT ELEVATION = 315.78 W w - ------ W w - - �--- W GV ab Gv T G -- ASPHALT PAVEMENT D YL PVMT EXISTING 10' WIDE SANITARY CUT SEWER EA SEMEN T (SEE DEED RFFERENCE .No. 2) 3T4-- CRESCENT STREET A.L.O. B" WATERMAIN - - - W----... W --------- w------- W W W --- W — - w - --- w - w - -- -- W - - — W W w w w — W -- - W --- --- W --�-- W ---- W — W EOP ALO UG GAS MAIN — 8f" WIDE NM 1 W MB CONDUIT ON MB G ❑❑ I --- ----cG -------- ---- GUY &LIGHT T _ T -- (2t"ALO UG COMM T T I SOUTH SIDE) -- - - - EOB — 1 ------ R U S H I / DECORATI VE / PICKET ��T FENCE IT 36" - he PARTIAL MAPLE 1 20" EASTERN 'r HEMLOCK m I I 1 � a I /\ 24'° EUROPEAN I 15" RED / \ TP112 � LARCH I PINE 30" LARCH EUROPEAN I� ell 3 NM 1/2-1 ' I l W/ GUY / CONC WALK REMAINS I METAL RAILING f � o I COVERED I I rl y CONCRETE PORCH I l l 4e QUADRUPLE MAPLl / Jam,' / I ELEC I BENCHMARK: l/ (v I DOCK SPIKE SET IN // / ) I I FF_315.1.f I BASE OF UTILITY POLE ,/' o FF=315.7t NM 1-1/2-2 Q/ / z `�° 3 I I ELEVATION = 313.63 WS / d• I PAVE I i I wdoD FRAME I � I I p (TYPICAL) "-� DILAPDA HOUSE D GARAGE "S, ! I EA VE (TYPICAL) / 'sV _ ; ^ I I GAS I / WOOD FRAME HOUSE / 3 ® 24" I f TANK I I / l EOB hi MAPLE I �� MASONRYBLOCK FOUNDATION REMAINS f i } NM — --- SEWER — — �_.__— ---- ----- — 311 36" WHITE / Y _ 1/2-2 PINE \ TWIN 20" In 12" EASTERN & 10" M HEMLOCK �\ NORW T o MAPLE 8" RED CEDAR AREA l \ \ `IRF \L! 13" MAPLE [v*1 \ F� 19, 843� SU FT. Q // Jv/ I t •. �\ 2 �r1 T I / +•rO // 0� �, \ �' MASONRY / BLOCK FOUNDATION I ea_< B R U S H 15' EUROPEAN REMAINS ma's IRF A, LARCH A.L.D. SAPLING J MAPLE I 4V ^1) l 24" RED CEDAR / Q- r12HL PE, INV=307.50 (W) *- 32.05O� Q� �o HOPE, /NV=307.(S) l co JIvy O� h' EOB A.L.O. ` A. L. O. p' EUROPEAN / jaLARCH EUROPEAN ! LARCH O C :`-i A.L.O. NORWAY SPRUCE r WOOD FRAME HOUSE L A W N B R U S H / ADDRESS: 10 JOSHUA ROAD !!! COMPOST FO<� A. L. O. I AREA MAPLE !f I / © 2020 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. X GPS LANDS N/F OF LEE ANN DOYLE BAND?09RE�DERICK DANIEL DOYLE DEEDS AT PAGE 450 IRF W — - W ;14— W---- w ---- W OHUL _ CIRF C1' (H2ot� rTER) (HOLE —4 43.50' VERTICAL DATUM REFERENCE ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929 AS PER CITY OF SARATOGA SPRINGS MAPPING STANDARD, MAP REFERENCES: 1) Map Entitled: "Map of Goslands" Prepared by. J.S. Mott & Son, Civil Engineers Map Filed: August 9, 1904 Saratoga County Clerk's Office Map No. Card 2 Pocket 4 Folder 1 Map 4 2) Saratoga County Real Property Tax Map City of Saratoga Springs Section 178.44 Block 2 Lot No. 1 HEED REFERENCES: 1) TITLE SOURCE (Warranty Deed) Grantor: Linda LeFlore Grantee: Homeland Properties LLC Dated September 4, 2020 Recorded: September 24, 2020 Instrument No. 2020025817 2) SEWER LINE EASEMENT Grantor: Dorothy A. Franklin Frederick Doyle and Lee Ann Doyle John J. Byrne & Wanda Byrne Grantee: The Adirondack Trust Company Dated: June 1989 Recorded: July 14, 1989 Instrument No. Book 7267 of Deeds at Page 126 SURVEY NOTES: 1) Survey map prepared for Homeland Properties LLC. 2) Monumentation not set. 3) All underground utilities, if any, not field located. 4) Review of the title report as prepared by Chicago Title Insurance Services title insurance company, dated July 31, 2020 as title no. CT20-02235--DIR. There may be other records, documents, easements and restrictions that may exist and were not disclosed to the undersigned that may encumber the use of this site and may impact the value of this property. 5) Field survey completed on August 24, 2020. 6) Elevation Datum: NGVD 1929 SOIL DATA: THE FOLLOWING TEST PITS WERE PERFORMED ON AUGUST 20, 2020 AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: TPl1_ 0" - 12" TOP SOIL ROOTS THROUGHOUT 12'" - 36" SAND, YELLOW ORANGE LOOSE GRANULAR 36" - 120" SAND, LIGHT BROWN LOOSE GRANULAR SEASONAL HIGH GROUNDWATER OBSERVED AT 96" ROOTS TO 96" TPJ2 0" - 4" TOP SOIL 4" -- 60" FILL, DEBRIS MATERIAL 60" CONCRETE BRICK SLAB 10" THICK NO SEASONAL HIGH GROUNDWATER OBSERVED LEGEND: --G -- denotes Underground Gas Main -T-- denotes Underground Communication Line ---W--- denotes Underground Water Main AL_O denotes Approximate location of CB denotes Catch Basin CIRF denotes Capped Iron Rod Found APPROVAL: COMM denotes Communication Line -- CONC denotes Concrete ADOPTED UNDER THE AUTHORITY OF A DECISION ADOPTED ON % Z ELEC denotes Electric Service EO8 denotes Edge of Brush BY THE PLANNING BOARD OF THE CIT ATOGA. PB # EOL denotes Edge of Lawn EOP denotes Edge of Pavement FF denotes Finished Floor Elevation FOCC denotes Face of Concrete Curb CHAIRPERSON: DATE GV denotes Gate Valve HYD denotes Fire Hydrant IRF denotes Iron Rod Found M8 denotes Mailbox MH denotes Manhole N/F denotes Now or Formerly GRAPHIC SCALE OHUL denotes Overhead Utility Lines PVMT denotes Pavement SV denotes Sewer Valve TF denotes Top of Frame Elevation UG denotes Underground 10 B 6 4 2 0 10 20 ao WS denotes Water Shutoff (IN FEET) 1 INCH = 10 FT. Z 0 z r O N It N � o T N IIS- T- I I L�.LI W U W .J O J I- 0 i W LL W ® [L �0 Q z OC Y (L O LL ® z w Z LJJ O V �o� _Wry -� �- a W Q Q 02 SILO O W O � Q�// U LL < rn� V / o U DRAWN BY DBR CHECK BY TJM EDP PROJECT NUMBER 12519 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (LE) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW YORK STATE EDUCAT70N LAW ANDJOR REGULA77ONS AND IS A CLASS 'A' MISDEMEANOR. REVISION 1 DATE I BY E rz Ln CU 0 CU 0 N 0 T d tT a J 1 CU I H C) CU TIMOTHY J. v McALONEN �I PLS 50,471 "w, tmccionen@edpilp.com cu CD i .0 w Ln -57 ! 1. O O I, 4 B g504 I F�LANDSv In 0 4' ' ._.... 0 SCALE: v 1"=10' U v 0 0 w PB# 2020 0582CD SHEET TITLE: EXISTING U Ln i CONDITIONSin i a d SHEET: o d i d 2of8 i LD 0 Q !1' 0 ES: LOCATE AND VERIFY THE EXACT LOCATION AND DEPTH OF THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. NOTIFY SITE ENGINEER IMMEDIATELY IF LOCATION CONFLICTS WITH LAYOUT. INSTALL EROSION CONTROL MEASURES PRIOR TO ALL REMOVAL ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. TREES DESIGNATED TO BE REMOVED TO INCLUDE THE TREE' STUMP AND ROOTS. REMOVE APPROXIMATELY 2'xlO' OF EXISTING ASPHALT FOR INSTALLATION OF SIDEWALK. SEE ALSO GRADING AND UTILITY PLAN. REMOVE APPROXIMATELY 10' OF CURBING AND PREPARE FOR SIDEWALK AND RAMP. SEE GRADING AND UTILITY PLAN. III --'_ w*uL ���� �� w NUT AT HEAD Of ^npoW N FIRE HYDRANT ELEVATION v------*---- --------- " Em^ pwwr INSTALL SILT FENCE m/r � ---_-_P- OF - . SOIL DISTURBANCE , ^ MAILBOX(S) TO EXISTING BE REMOVED oYL ----� mawswr /'� 7-� /-- (-� /~� �-�� / -7- L-) L- L- / ^sp*^crr^ ( ' �T' �- -1 ( . /- / \/ / / \ /__ /-_ / �-L.O. III w*nERw w ��� � "___�. oOP ALomxGAS MAIN EOB Em STABILIZED 8 CONSTRUCTION �r PICKET CE REMOVE EXISTING FENCE mVE / /r=PIo^4 s^vs (rn^m^L)Sv 24 /' �' wo*wA, ~.-^ TA K/ REMOVE EXISTING ASPHALT AS PER TRENCH DETAIL AND wpnEx / w^xow*' DISCONNECT AND REMOVE EXISTING LATERAL LAYOUT. EXISTING� __ _���eLOCKFOUND ^now // // � Cuna|wo TO REw�w PROTECT p�^�s DURING CONSTRUCTION. SEE ~_ ~~ EXISTING TREE TO / ` / / \LEGALLY ALSO oRAo|wu AND o/' / \UTILITY| // " ' /�� `. 2u� � oaTF=312.05 12^HOPE, INv-307-53 pv `x' HOPE. INv~307.60 (S) IRF NM SE WER-_PROVIDE TREE PINE EXISTING —HOUSE REMOVAL� EXISTINITTREE REMOVE ENTIRE HOUSE STRUCTURE 7c) EXIST' AND FOUNDATIONDISCONNECT ALL HEMLOCK NORWAY 4TO� �BE REMOVED t k UTILITIES. COORDINATE WITH LOCAL MAPLE UTILITY COMPANIES AND CITY DPW EXISTING TREES RED To CEDAR PRIOR TO DISCONNECTION. TO BE REMOVED 7— COORDINATE WTF SERVICE COMPAt TO DISCONNECTI 0" SAPLING MAPLE REMOVE EXISTING FOUNDA' rl ITS ENTIRETY 24" RED CEDAR 12" HOPE, PROTECTION AS PER DETAIL `-.- ~- wOoo rR^wc *ousc L ^ IN w / ^onxsss m /os*o^ *v°u ^--- _--~' LARCH ----.-°~~~ ~-. LANDS N/�' CV� LEE �y�N ��y�� AND FR' ER/CK DAN/EL D{�\L s ��� '`'`'' - - � BOOK /0e9 OF oe]�� AT PAGE 450 2020 BY ENVIRONMENTAL u^SIov wRF^ PARTNERSHIP, uP,ALL. RIGHTS RESERVED vwAvmoRIzED ALv,mnm° OR ADDITION TO THIS MAP IS^ wcLAnmv OF SECTION rxvx SUBDIVISION or THE NEW ,om, sr^rr couCAnox LAW COPIES FROM THE ORIGINAL OFTHIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S eMooraED SEAL omu NOT BE cowSIoouED A WOOL) FRAME REMOVE EXISTING LIGHTING FROM UILL-12� —POLE: COORDINATE WITH THE CITY ELECTRICIAN AND LOCAL UTILITY COMPANY PRIOR TO COMMENCEMENT OF WORK. PROTECT REMAINING UTILITY POLE DURING CONSTRUCTION. ��������k� �U�U� nvo_n�u������.� ��v��� DEMOLITION ������ LEGEND: ��x_u�n���-�:n��n� v�x-^v~ 1 DENOTES LINEAR FEATURE To BE nsmovED 1 1 1-1 1-1 f1 -x-x-n-x-x-x- DENOTES TEwPnnxnr Tecs PROTECTION rsNcc oswoTEs s,weoL FOR SITE FEATURE To BE x nswovco oEwoTcs smsT/wo sTnuoTuRs REMOVAL DENOTES ASPHALT/RUBBLE RswnvwL DENOTES CONCRETE REMOVAL DcwVTss AREA OF uNnsRenusH nswovxL ocwoTss STABILIZED nowsTRuCTmw swTRxmos 1��-----1��-' oswoTEs s\cr Fswos ADOPTED UNDER THE AUTHORITY OF A DECISION ADOPTED ON�-- BY THE PLANNING BOARD OF THE CITY ARATOGA. PB # -211 fL CHAIRPERSON: DATE --7— 2-1 GRAPHIC SCALE `vvn^xu ,v ,o (|N FEET) 1 INCH = 10 FT 40 It N It Lu co cn FM 0� uj 0 (L W r) rl) < CL 0 LL 0 z z LLJ < LLJ Ill < < 0 R < ). DRAWN BY DBR CHECK BY EDP PROJECT NUMBER 12519 THE ALIERA77ON OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A WOLA77ON OF THE NEW YORK STATE EDUCAT70N LAW ANDIOR REGULA77ONS AND IS A CLASS 'A" MISDEMEANOR. DATE I BY BRANDON M. FERGUSON PE 96,020 co Lij 0960 SHEET TITLE: REMOVALS AND DEMOLITION PLAN 3 of 8 )y�L CJ 2020 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. ® GPS PROPOSED SIDEWALK EASEMENT TO BE GRANTED TO THE CITY OF SARA TOGA SPRINGS EASEMENT AREA = 75f SQ.FT. WOOD FRAME HOUSE ADDRESS. 10 JOSHUA ROAD PVMT CUT L / / LANDS N/F OF LEE ANN DOYLE AND FREDERICK DANIEL DOYLE BOOK 1099 OF DEEDS AT PAGE 450 GRAPHIC SCALE %% sommow- 10 8 8 4 2 0 10 20 40 (IN FEET) 1 INCH = 10 FT. Ic�r` / o` IRF ; A5 'J W W OHUL CIRF (HOLBRITTER) 43.50' r C) ' N N O d' d' N o6 r M N w m u Qw J G > O mi < Z cf) LL W O d, U)0 0 z 1■1. Y Q. O LL Q w w O Z � z z wQ� O 0z Z) U) _ W �Q° WQQ U LL U U) u. O 000 W0Q U fY 0 LbUw < DRAWN BY DBR CHECK BY TJM EDP PROJECT NUMBER 12519 THE ALIERA77ON OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERON OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR ARCHITECT OR SURVEYOR FOR A SURVEYOR, OF THE NEW YORK STATE EDUCA77ON A LANDSCAPE IS A NOLATION LAW AND/OR REGULATIONS AND IS A CLASS "A' MISDEMEANOR. REVISION DATE I BY TIMOTHY J. McALONEN PLS 50,471 tmcalonen@edpllp.com �OF NEw J( P/yM�Q� 1 m F�. 5041� �CANDSv� SCALE: 1 " = 10' PB# 2020 0582 SHEET TITLE: SUBDIVISION PLAN SHEET: 4of8 NOTES: CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST THAT HAVE NOT BEEN FIELD LOCATED. CONTRACTOR TO NOTIFY DIG SAFELY NEW YORK, PRIOR TO CONSTRUCTION, AND ADJUST THE LOCATION OF PROPOSED UTILITIES AS NECESSARY DURING CONSTRUCTION. ADJUSTMENT OF PROPOSED UTILITIES TO BE APPROVED BY IMUNICIPALITY AND ENGINEER. 10 T Eap CONTRACTOR TO VERIFY THE EXACT SIZE, TYPE AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONSTRUCTION. IF 18" MINIMUM VERTICAL SEPARATION TO WATER MAIN CANNOT BE MAINTAINED THAN SEWER LATERAL SHALL BE CONSTRUCTED OF PVC SDR-21 PRESSURE RATED PIPE EXTENDING AT LEAST 10 FEET FROM WATER MAIN ON BOTH SIDES. 4 PROVIDE CROSSWALK STRIPING AS PER DETAIL W W WW - — ---- ---- W -- — ---- — ---- - GV GV GV CONNECT TO EXISTING 8- WATER MAIN AND REPLACE ROAD PAVEMENT. r3 (SEE DETAILS). VERIFY EXACT SIZE AND 8 7LOCATION PRIOR TO CONSTRUCTION. ANY CONFLICTS NOTIFY SITE ENGINEER PRIOR TO COMMENCEMENT OF WORK. EOP INSTALL CURB STOP STREET LIGHT (SEE DETAIL): 5.5' FROM PROPERTY LINE r2 PLACEMENT OF LIGHT SHALL BE A MAXIMUM .. OF 150 FEET FROM EXISTING STREET LIGHTING 7� 1\,7 AT THE INTERSECTION OF CRESCENT STREET ,AND JOSHUA ROAD SOUTHWEST CORNER. I 103'* TO DIRNSWAY BENCHMARK: NUT AT HEAD OF ARROW ON FIRE HYDRANT ELEVATION 315.78 'A' W D YL CF ASPHALT PAVEMENT 0 ) A.L.O. a', wATERMAIN W N - - ------ - ----- - EOP - ------ - ---- - - �) ESCEN W- - -------- PVMT CUT 111 A L 1r e1^1 Or-r%1 SO 17% CODE SCIENTIFIC COMMON PLANTING MATURE MATURE QUANTITY NAME NAME NAME SIZE (MIN.) ALIAS HEIGHT WIDTH 2 AM AMELANCHIER 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 6' HT. 8 & B 20± FT 15± FT 3 j CF I CORNUS FLORIDA . FLOWERING DOGWOOD I 3-GAL B & B, 20± FT j 15±_-FF, REMOVE EXISTING LIGHTING FROM UTILITY POLE COORDINATE WITH THE CITY AND LOCAL UTILITY COMPANY PRIOR TO COMMENCEMENT OF WORK.[ REDUCE SIDEWALK WIDTH AS NEEDED TO FIT BETWEEN UTILITY POLE AND PROPERTY LINE. MINIMUM SIDEWALK WIDTH NOT TO BE LESS THAN 4 FEET. ANY DISCREPANCIES NOTIFY THE SITE ENGINEER. ------------------------- - --------------- ----------------- ----- -- --------- --------- --- ............. STABILIZED CONSTRUCTION ENTRANCE (TYP- OF AM (1) .... . ........w " - - - w w At O LIG S MAIN - - ---- - -- - -- ------ Itm — — --------- -- SIMON--------------------- - - — - - --------------------- . ......... T- - - --------------- ------------- --- 7- 11 _,a 3.aO 3 4,05 313 H N2 . ..... . I,- J r OHUL < ------------ --- - - - - - ------------- - ----- - - - ----- < N59'24'50 $PE < 1-55.78' NM 1-- 7 ALO UG ��UL aI WI/ LIGHT -- ---- - - - -- ------ CONNECT TO EXISTING MANHOLE, CORE DRILL EXISTING MANHOLE ------- 6" PVC SDR-26 SEWER LATERAL AT 2% MIN SLOPE RELOCATE EXISTING FENCE, AND INSTALL FLEXIBLE BOOT COO RDINATE NATE NEIGHBOR. KOR-N-SEAL OR EQUAL. --s 6" INV IN=306.15± .......... -4 COORDINATE WITH TYPE CONNECTOR SUCH AS 7 ------ CONCRETE SIDEWALK CURB —RAMP: WASHOUT AREA 0 MH TF=313-00 RA [CONCRETE r5 r4 ADD SIDEWALK CURB MP WITH r2 DETECTABLE WARNING STRIP AND 5 (NE) 7 DECORA 77 8 PVC, INV=306.6 PICKET00 tT REPLACE EXISTING CURBING. PVC, INV=305-95 WASHOUT AREA 1\,7� \7� "'VE Q� FENCE PROVIDE FLARES ON EITHER SIDE OF SIDEWALK, REPLACE RELOCATED STOP 0 PAVEMENT NEEDED TO SIGN PER &/ 4,0j CONSTRUCT NEW CURB AND NYSDOT% A) k 7 J k 7 SIDEWALK ADD CROSSWALK 0 STANDARDS f STREET . L. 0. STRIPING.rO o STREET If MP CF 01 APPROXIMATE LOCATION OF AZI MINMINI ' " 3 EXISTING STREET LAMP 00 I" TYPE K\CtOPPER WATER SERVICE _,A\ CONNECT TO EXISTING 8" WATER MAIN j AND REPLACE ROAD PAVEMENT. INSTALL CURB STOP (SEE DETAILS). VERIFY EXACT SIZE AND 5.5' FROM P LINEI LOCATION PRIOR TO CONSTRUCTION. ANY ANY CONFLICTS NOTIFY SITE ENGINEER PRIOR TO COMMENCEMENT OF WORK. o I � a \ 4 GF=315.0± Q k, 3 0 NM 1 W1 GUY .......... .......... EXISTING WATER SERVICE TO BE LOT#1 INSTALL SILT rcN%.,F- uuvv NSTREAM OF 9 ABANDONED (COORDINATE WITH CITY DPW) SINGLE FAMILY DWELLING ALL AREAS OF SOIL DISTURBANCE FF=316.75± BENCHMARK: DOCK SPIKE SET IN BASE OF UTILITY POLE GF=315.0± NM 1-112-2 ELEVATION = 313.63 ws LOT#2 APPROXIMATE LOCATION OF EXISTING SEWER Sv SINGLE FAMILY DWELLING SERVICE LATERAL. CONTRACTOR TO VERIFY WOOD FRAME THE EXACT LOCATION, SIZE AND TYPE FF=316.75± HOUSE PRIOR TO CONSTRUCTION. c8 TF=312-05 2" HDPE. INV=307.53 (E) 2" HDPE, INV=307-60 (S) 5HUL- GRADING AND UTILITY LEGEND: IRE 0PLANT CODE ) 0/ QR ( i ) —� DENOTES PLANT CALLOUT CONNECT TO QUANTITIES w1ft 1, EXISTING LATERAL r5 - /11 WITH GASKETED 15" P'i-OPEAN IRF PVC BEND OR 8 DENOTES PROPOSED SPOT ELEVATION COUPLING. 4- 264.50 J-c x L DENOTES EXISTING CONTOUR A MAPLE /P It / / `' \ 24" DENOTES PROPOSED CONTOUR Pff, 6 MAINTAIN TREE PROTECTION THROUGHOUT CONSTRUCTION co DENOTES SEWER SERVICE LINE ar- CB TF-=312,05 C.S. DENOTES WATER SERVICE LINE 2" HDPE, 2" HDPE, INV=307-62 (S) 41 INV=307.50 (W) INSTALL SILT FENCE DOWNSTREAM OF ALL AREAS OF SOIL DISTURBANCE 10 (1) DENOTES STABILIZED CONSTRUCTION ENTRANCE IQ , �- 6 )K4 g A.L.0 A.L.G. EUROPEAN EjjROPEAN I -ARCH LARCH A.L.O. NOR WAY SPRUCE /a W N lz3 R U S H OMPOS 7 A.L.O. AREA MAPLE LANDS N/F OF IRF LEE ANN DOYLE BOOK AND 109FREDERICKOFDEEDS DANIEL DOYLE 9 AT PAGE 450 O R- " 1� 111111 3- am c� Iff- DENOTES SILT FENCE 0 ®�) �� ❑ DENOTES CONCRETE WASHOUT DENOTES PROPOSED STREET TREE APPROVAL: ADOPTED UNDER THE AUTHORITY OF A DECISION ADOPTED ON J11112, BY THE PLANNING BOARD OF THE CITY OF TOGA. PB # DATE --)1110V2) CHAIRPERSON: GRARHIC SCALE m m m 10 8 6 4 2 0 10 20 (IN FEET) 1 INCH = 10 FT. 40 0 N CO. LLl j z LM ul Ju- Z C) NN 0 N 00 C6 C,4 w uw CW > mi 0 X Z cn LU H uj Oa U) 0 0 z OC 1 � 0 H w 0 w z z UJ < (D >- 1-- 0 U) 0 z Z) 0 U) 1-- < w z I > w < < r U) Li- 0 O LU ry O U) L0 DRAWN BY DIIR CHECK By EDP PROJECT NUMBER 12519 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (LE) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLAT70N THE NEW YORK STATE EDUCA77ON LAW AND/OR REGULATIONS AND IS A CLASS 'A' MISDEMEANOR. 77 REVISION DATE BY BRANDON M. FERGUSON PE 96,020 bferguson@edpllp.com OF NEO/ HOA/ TT o Lu Ltj 09 6 00,� %pe S� NPR SCALE: 1 10, PB# 2020 0582 SHEET TITLE: GRADING AND UTILITY PLAN SHEET: 5of8 NOTES: CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST THAT HAVE NOT BEEN FIELD LOCATED. CONTRACTOR TO NOTIFY DIG SAFELY NEW YORK, PRIOR TO CONSTRUCTION, AND ADJUST THE LOCATION OF PROPOSED UTILITIES AS NECESSARY DURING CONSTRUCTION. ADJUSTMENT OF PROPOSED UTILITIES TO BE APPROVED BY MUNICIPALITY AND ENGINEER. _...,._.. _....,.. ..... Z,i - 1 ..�_....?I„-3T'` L'C.I _.,.....,,.. ......� _._ .._.� .... ..._ COORDINATE WITH � I ::. t ETA' AND LOCAL UTIL ITS' COMPANY -RIOT TO CO-M MENC: MENT, OF WORR, }I LITY P0ANDPROPEERTY LINE.MIN MU SIDEWA; K WOFTH NOT 1 C ONMRE:C.. -ON - F E� ANC1 Y U4 Z ) 1 h t�I+ t. �IF ' ' / iL IRF N r RELOCAI'E EXISTING FENCE, C OORDIN-ATE W T . CONCR E 4 a I ASi [ = '�'3IC;;_Fri 3;,1 t` Lu Lu W A �4 Mica W uj .a -j X Z tom-, f0- i rI'r �.z f NSTAI:- SILT "'ENt E €�`WNSTRE:AM OF Al i. AREAS OF SOIL. DSTURRANC:E. WOW FRAME lfOUSt. ------------ CIRF (HOLBRI T 1 r X X X X 8HPVC,3NV=310.68 (NE) ASPHALT PAVEMENT 3 C., ML L 1 V 6" PVC, INV=310.70 (S) / ASPHALT MB DR/VE EXISTING MAIL BOX TO BE RELOCATED. COORDINATE WITH OWNER. LANDS N/F OF MICHAEL S FOLEY BOOK 1738 OF DEEDS AT PAGE 537 ASPHALT PAVEMENT ==--- -- -- - -- - === = �:� - =p - - - - - - - - - - / CONTRACTOR TO CONFIRM ELEVATION ALONG SIDEWALK / --w-- —w BEFORE CONSTRUCTION, LINEAR SLOPE NOT TO EXCEED / w — w --- _-- w 5% AND CROSS SLOPE NOT TO EXCEED 2%. w ------ // W w--_-�_- w R CB -- a _ W w w -- _.-. w ..------- _---- w Gv W W STORM SEWS _ _-- _- - EOP /j /ll EOP MB NP. STREET SIDEWALK CURB RAMP (AS 5 NADE / s/cN NECESSARY) WITH DETECTABLE 7 8 WARNING STRIP. REPLACE u - - - - -- -- _ Lo ROAD PAVEMENT AS NEEDED 7 7 TO CONSTRUCT NEW SIDEWALK, //j P{CKET FENCE HYD / GV / /ll / UP W/ STOP IGHT SIGN J REDUCE SIDEWALK WIDTH AS NEEDED TO FIT BETWEEN jj o UTILITY POLE AND PROPERTY LINE. MINIMUM SIDEWALK / WIDTH NOT TO BE LESS THAN 4 FEET. ANY DISCREPANCIES NOTIFY THE SITE ENGINEER. Z j o APPROXIMATE LOCATION OF R.O.W., CONTRACTOR TO LOCATE EDGE OF ROW BEFORE �j// ` Q CONSTRUCTION, SIDEWALK TO BE LOCATED ALONG EDGE OF ROW. � e I 4.1 jq / o WOOD FRAME HOUSE I LANDS N/F OF JEAN MAHONEY BOOK 2018 OF DEEDS A T PAGE_ 26122 NOTES: 1. CONTRACTOR TO NOTIFY CITY 21 DAYS PRIOR TO COMMENCEMENT OF WORK. 2. CITY SHALL NOTIFY ADJACENT LANDOWNER A MINIMUM OF 14 DAYS PRIOR TO CONSTRUCTION THAT ALL EXISTING STRUCTURES, LANDSCAPING, ETC. LOCATED WITHIN R.O.W. OR AREA OF CONSTRUCTION SHALL BE RELOCATED. 3. ANY WORK DONE OUTSIDE OF R.O.W. NEEDS TO BE COORDINATED WITH THE CITY AND THE PROPERTY OWNER. 4. SIDEWALK TO GENERALLY FOLLOW EXISTING GRADE. REGRADE AS NECESSARY IN ORDER TO PREVENT WATER PONDING ON PRIVATE PROPERTY AND/OR ON SIDEWALK. 5. SLOPE SIDEWALK AT 2% MAX TOWARDS EXISTING ROADWAY. GRADING AND UTILITY LEGEND: f— PLANT CODE QR DENOTES PLANT CALLOUT �- QUANTITIES 264.50 DENOTES PROPOSED SPOT ELEVATION X DENOTES EXISTING CONTOUR ®_ DENOTES PROPOSED CONTOUR C.O. DENOTES SEWER SERVICE LINE �S. DENOTES WATER SERVICE LINE v v DENOTES STABILIZED CONSTRUCTION ENTRANCE V- DENOTES SILT FENCE —_— —, DENOTES CONCRETE WASHOUT �I i + DENOTES PROPOSED STREET TREE APPROVAL: ADOPTED UNDER THE AUTHORITY OF A DECISION ADOPTED ON 311114 BY THE PLANNING BOARD OF THE CITY OF SAELATOGA. PB # CHAIRPERSON DATE ? / GRAPHIC SCALE 10 8 6 4 2 0 10 20 (IN FEET) 1 INCH = 10 FT 40 Z O 04°a N a 0 a Z. . uj Z � � Qao C4 ti. Lr.... LLl a ' N ON N 00 N W m u d W O Q W L.LW O a, O d z Y 1■ir J a O LL O '''I z < o 0Z 0 U) �QO W U > Ill Q Q W LL �W/ ® ® LJ_ 1— D U � U) I aUU) RAWN BY DBR HECK BY [UNLESS DP PROJECT NUMBER 12519 HE ALTERATION OF THESE DOCUMENTS IN ANY WAY, DONE UNDER THE DIRECT SUPERWSION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A WOLARON OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS -A- MISDEMEANOR. REVISION DATE BY 0 u a u c c :4 c 3 Z H C I (1 F- v BRANDON M. a FERGUSON PE 96,020 ° bferguson®edpllp.com 0 oF NEw RONF Al MY O � o`er � a fk G, a cO Lu 9 2 = F v -p 0 6 0 24 ROFES a S IONP o i 0 SCALE: L 1 " = 10' 0 0, E v a� PB# 2020 0582 CD P SHEET TITLE: OFF SITE ul v SIDEWALK U N PLAN 01 i a 0 SHEET: a m -p 6 L 6of8 6 N a LD H Q a es 'ENERAL NOTES: rHE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED PRIOR rO FINAL APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS AND FILING OF ALL. MAPS. ;ONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL DESIGN PARTNERSHIP 4ND MUNICIPALITY PRIOR TO CONSTRUCTION. =1ELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP AND THE MUNICIPALITY'S NGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS TO VERIFY THAT ALL NECESSARY WORK PERMITS AND EASEMENTS ARE IN PLACE PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE ALL SPECIAL TEMPORARY AND PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND SECURE JOB. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY TOWN, COUNTY OR STATE HIGHWAY CUT PERMITS. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR TO CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT. THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND RIGHT-OF-WAY PROPERTY LINES PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES SUCH AS GAS, POWER, TELEPHONE, CABLE TV, WATER, SEWER, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO CALL DIG SAFELY NEW YORK, INC. AT 1-800-962-7962 TO AS PER NYS INDUCTRIAL CODE 53: LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. CONTRACTOR MUST VERIFY THE ACCEPTABILITY OF ALL CONSTRUCTION MATERIALS WITH MUNICIPALITY'S ENGINEER PRIOR TO ORDERING, INSTALLATION AND MATERIAL SPECIFICATIONS FOR STORM SEWER, SANITARY SEWER, WATER SERVICE CONNECTIONS SHALL CONFORM TO THE MUNICIPALITY'S STANDARD DETAILS AND REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS MUST BE VERIFIED WITH MUNICIPALITY PRIOR TO CONSTRUCTION, ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE THEIR EXACT LOCATION CHECKED AT THE SITE BEFORE CONSTRUCTION BEGINS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND STANDARDS. THE CONTRACTOR SHALL FILL IN, AND RE -EXCAVATE, AS NECESSARY TO RESUME WORK, ANY EXCAVATIONS R TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE PROTECTION OF THE WORK, ANY ADJACENT EXISTING FACILITIES, OR THE PUBLIC, THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE JOBSITE. ALL RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY TAKEN CARE OF AND STORED AT THE END OF THE DAY. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY DURING CONSTRUCTION. THE CONTRACTOR SHALL FURNISH ALL FLAGMEN AND SIGNS, DELINEATORS, BARRIERS, AND DEVICES NECESSARY FOR TRAFFIC CONTROL DURING ANY EARTH -MOVING OPERATION OR OTHER CONSTRUCTION ACTIVITY WHICH INVOLVES PUBLIC HIGHWAYS. ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED DURING CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER APPROVAL OF MUNICIPALITY. RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR BETTER THAN PRECONSTRUCTION CONDITIONS. ALL PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT, CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, FENCES, ETC. TO A CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED. BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH AGAINST OR NEAR THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED OR REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL, ANY DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING CONSTRUCTION. THIS SHOULD BE ACCOMPLISHED IN COOPERATION WITH UTILITY COMPANIES. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY EASEMENTS OR R.O.W. AS SHOWN. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION (PROPER SHORING, ETC.). SIDE SLOPES GREATER THAN 1:3 WILL REQUIRE GUIDE RAILS (1-FOOT VERTICAL, 3-FOOT HORIZONTAL), ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. WHERE ACCESS OR WORK OUTSIDE: OF PROPERTY BOUNDARY IS NECESSARY, THE PERMISSION OF ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED. SITE SURVEYOR TO VERIFY ELEVATIONS OF EXISTING ROAD CENTERLINE AND SHOULDER PRIOR TO COMMENCING WORK. CONTRACTOR IS TO CONFIRM THIS WITH SITE SURVEYOR. WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. LANDSCAPE ARCHITECT SHALL APPROVE ALL LAYOUT WORK PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER AFTER ROUGH GRADING IS COMPLETED, FINISH GRADES TO BE ADJUSTED IN THE FIELD AFTER INITIAL GRADING IS COMPLETED. ALL CHANGES IN PROPOSED GRADES TO BE APPROVED BY OWNER AND ENGINEER. ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE TOPSOILED AND SEEDED. ALL PHYSICAL FEATURES INCLUDING SIDEWALKS, CURBING, DECKS, LAMPS, STAIRS, ETC. WITHIN FIVE FEET OF EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE TO BE CONSTRUCTED PER ARCHITECTURAL PLANS. IT IS NOT THE INTENT OF THESE DOCUMENTS TO ADDRESS SUCH DETAILS, WHICH ARE SHOWN ONLY FOR THE PURPOSE OF CONTINUITY BETWEEN THE SITE PLAN AND THE ARCHITECTURAL PLANS. PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE PERTAINING TO THE ROOF AND TO PHYSICAL FEATURES WITHIN FIVE FEET OF THE EXTERIOR BUILDING WALLS AND CANOPY OVERHANGS ARE THE RESPONSIBILITY OF THE ARCHITECT. ALL VERTICAL GRADE CHANGES GREATER THAN 30 INCHES SHALL BE PROVIDED WITH SAFETY BARRIERS AS PER NYS BUILDING CODE (FENCES, RAILINGS, ETC. PER OWNER). PRELIMINARY PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS ASSUME EXISTING SUBGRADE CONSISTS OF CLEAN, GRANULAR MATERIAL (SAND & GRAVEL) AND THAT THERE IS NO WATER TABLE INTERFERENCE. PRIOR TO CONSTRUCTION, THE PROJECT OWNER SHALL HAVE THE EXISTING SUBGRADE CONDITIONS EVALUATED BY A GEOTECHNICAL ENGINEER, WHO SHALL DETERMINE FINAL PAVEMENT AND SIDEWALK DESIGN SPECIFICATIONS. THE OWNER ASSUMES ALL RESPONSIBILITY FOR PAVEMENTS AND SIDEWALKS CONSTRUCTED WITHOUT A FINAL DESIGN, SHOULD HE CHOOSE NOT TO HIRE A GEOTECHNICAL ENGINEER. ROADWAYS AND UNDERGROUND UTILITY FILL AREAS SHALL BE CONTROLLED FILLS PREPARED IN GENERAL ACCORDANCE WITH NYSDOT STANDARD SPECIFICATIONS 203, EXCAVATION AND EMBANKMENT. FILL AREAS SHALL BE STRIPPED OF SOD, TOPSOIL AND UNSUITABLE MATERIAL AND BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH NYSDOT 203-3.03.A. FILLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-3.03.B, EMBANKMENTS, COMPACTION AND LIFT THICKNESS SHALL BE IN ACCORDANCE WITH NYSDOT 230-3.03.C. UNDERWATER AREAS SHALL BE FILLED WITH SELECT GRANULAR FILL., CONTROLLED FILL SHALL BE WITH SELECT GRANULAR MATERIAL WITH GRADATION: 100% PASSING 4" SIEVE, 0-70% PASSING #40 AND 0-12% PASSING #200 AND MEET NYSDOT STD SPEC 733-11. FILLS SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" LOOSE THICKNESS AND SHALL BE MECHANICALLY COMPACTED TO 95% MINIMUM OF THE MAXIMUM ASTM SPECIFICATION D1557 DENSITY (MODIFIED PROCTOR). ALL CONTROLLED FILL SHALL BE FREE OF ORGANIC, CLODS AND/OR FROZEN MATERIALS EMBANKMENT SUBGRADE AREA (TWO FEET BELOW SUBGRADE ELEVATION) SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYSDOT 230-2.02.B., SELECT BORROW AND SELECT FILL, COMPACTED PER 203-3.03.C. ALL AREAS OF THE SUBGRADE SURFACE WITHIN THE ROADWAY OR OTHER PAVEMENT AREA LIMITS SHALL BE PROOF -ROLLED, WITH UNSTABLE AREAS CORRECTED TO THE SATISFACTION OF THE ENGINEER, PRIOR TO PLACEMENT OF SUBBASE MATERIALS, BOTH EMBANKMENT AND CUT AREAS, IN ACCORDANCE WITH NYSDOT 203--3.03.D & 203-3.02.C. FILL SPECIFICATIONS ARE CONSIDERED MINIMAL AND ARE SUBJECT TO CHANGE UPON DISCOVERY OF UNFAVORABLE SITE SOIL CONDITIONS AND/OR BY A GEOTECHNICAL ENGINEER RETAINED BY THE OWNER/ DEVELOPER. ALL GRAVITY SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR-26 HEAVY WALL SEWER PER ASTM D3034, 115 PSI MINIMUM PIPE STIFFNESS FOR BURIAL DEPTHS UP TO 20 FEET. PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT THE CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM. ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ALL GRAVITY SEWERS SHALL HAVE CONTINUOUS STRAIGHT HORIZONTAL & VERTICAL ALIGNMENT (LINE & GRADE) BETWEEN MANHOLES PER NYSDEC REQUIREMENTS AND TEN STATES STANDARDS. CONSTRUCTION OF GRAVITY SEWERS SHALL BE PERFORMED USING A PIPE LASER, WITH ADEQUATE BLOWER VENTILATION, TO ENSURE STRAIGHT ALIGNMENT. ANY EXCEPTIONS THIS MUST BE APPROVED BY THE ENGINEER. ALIGNMENT SHALL BE VERIFIED BY LAMPING DURING THE CCTV INSPECTION AND AFTER WORK HAS BEEN COMPLETELY BACKFILLED AND COMPACTED. LOW-PRESSURE AIR EX TESTING SHALL BE PERFORMED ON ALL GRAVITY SANITARY SEWER PRIOR TO I- E IN ASTM F1417-11 A (2015), UNBELL PVC FINAL APPROVAL SUCH AS THE TIME DROP METHOD PER PIPE ASSOCIATION, STANDARD UNI-B-6, AND SUMMARIZED IN, UNI- BELL HANDBOOK OF PVC PIPE, SECOND PRINTING NOVEMBER 2005, PAGES 457, 458 AND, SPECIFICATION TIMES FOR 0.5 PSIG PRESSURE DROP FOR SIZES AND LENGTHS OF PIPE IN TABLE 10.12, PAGE 460. ALL SEWER PIPE ENDS SHALL BE BRACED AND/OR BLOCKED INSIDE EACH MANHOLE AND AT EACH LATERAL, END TO PREVENT DISLODGEMENT OF THE PIPE. PRESSURE SEWER MAIN PIPE SHALL BE: PR 200 PSI MIN. WHITE OR GREEN COLORED (NOT BLUE) PVC SDR-21*, PE 4710 DIPS DR-11 (PR 200 PSI) GREEN STRIPE. LOW-PRESSURE SEWER SERVICE PIPE SHALL BE: PR 200 PSI MIN. GASKETED (1-1/2' MIN.) PVC SDR-21*, PE 4710 GREEN -SHELL OR GREEN STRIPE IPS (ASTM D3035) DR-11 OR CTS SODR-9 (ASTM D2737) UPSIZED ''%-INCH OR AS NOTED ON THE PLANS. *EXCEPTION: PVC IS NOT ALLOWED TO BE USED ON SARATOGA COUNTY SEWER DISTRICT N0. 1 PERMITTED PROJECTS. ALL SEWER PIPE SHALL HAVE 6-INCH WIDE, GREEN -COLORED PLASTIC SEWER UTILITY I.D. MARKING TAPE BURIED nAf TnD r1C TUC rn►APArTFn INITIAI PIPF RACKFII L__ 12" MIN. ABOVE THE PIPE, WATER AND SEWER SEPARATION REQUIREMENTS: MINIMUM 18 INCHES VERTICAL SEPARATION IS REQUIRED BETWEEN WATER MAINS AND ANY EXISTING OR PROPOSED SANITARY AND STORM SEWER AT ALL CROSSINGS, MEASURED OUTSIDE TO OUTSIDE OF PIPES, WITH JOINTS EQUIDISTANT FROM CROSSING POINT, PER NY STATE HEALTH DEPARTMENT REQUIREMENTS. PARALLEL LINES MUST BE SEPARATED A MIN. OF 10 FEET. WHERE MINIMUM SEPARATIONS CANNOT BE MET, WITH CASE -BY -CASE -APPROVAL FROM NYS DOH: • NEW SEWERS SHALL BE CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS AND SHALL BE PRESSURE TESTED TO ENSURE WATER TIGHTNESS. • LESS THAN 10 FT. SEPARATION ONLY IF WATER MAIN IS LAID IN A SEPARATION TRENCH OR ON AN EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18" ABOVE THE TOP OF THE GRAVITY SEWER. • WHERE FORCE AND GRAVITY SEWERS PRE-EXIST: THE WATER MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDE OF THE SEWER BEING CROSSED OR, WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT. • WHERE A WATER MAIN AND/OR WATER WELLS PRE-EXIST AND A FORCE MAIN IS BEING CONSTRUCTED: THE FORCE MAIN SHALL BE INSTALLED WITHIN A PROTECTIVE CASING PIPE, CONSTRUCTED OF MIN. PR 150 PSI AWWA WATER GRADE MATERIALS, AND EXTEND 10 FT. MIN. ON BOTH SIDES OF THE WATER MAIN BEING CROSSED; WHERE PARALLEL, TO A POINT WHERE THE LINES ARE SEPARATED BY 10 FT OR TO A POINT WHERE THE ENDS OF THE CASING PIPE ARE 150 FT. MIN. FROM ANY WATER WELL, CONTRACTOR TO VERIFY THE ELEVATION OF THE EXISTING WATER MAIN, TO AVOID CONFLICTS, PRIOR TO CONSTRUCTING OTHER UTILITIES. ALL NEW WATER MAIN WORKS ARE TO BE HYDROSTATICALLY TESTED AT 150 PSIG MIN. (AS MEASURED AT THE LOWEST POINT) IN ACCORDANCE WITH AWWA STANDARDS: C600-17 FOR DUCTILE IRON PIPE, MANUAL M23 FOR PVC, AND MANUAL M55 FOR PE. RESULTS TO BE SUBMITTED TO MUNICIPAL ENGINEER. MODIFICATIONS TO EXISTING WORKS SHALL BE VISUALLY TESTED FOR LEAKS UNDER NORMAL WORKING PRESSURE PRIOR TO BACKFILL. ALL WATER MAIN WORKS SHALL BE DISINFECTED AND BACTERIOLOGICALLY TESTED IN ACCORDANCE WITH AWWA STANDARD C651-14 (SEE DISINFECTION PROCEDURE ON WATER DETAIL SHEET). RESULTS TO BE SUBMITTED TO THE MUNICIPAL ENGINEER. POTABLE WATER SERVICE TUBING TO BE: • TYPE K COPPER I ALL WATER PIPE SHALL HAVE 6-INCH WIDE, BLUE -COLORED PLASTIC WATER UTILITY ..D: MARKING T APE BURIED ON TOP 0 F THE COMPACTED INITIAL PIPE BACKFILL, 12" MIN. ABOVE THE PIPE. THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY CONTRACT WITH, OR OBLIGATION FOR, PERFORMING ANY OR ALL TOWN, COUNTY, OR STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED BY SEPARATE CONTRACT. IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK IS NOT PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), EDP WILL NOT BE HELD RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR LIABILITY OF WHATEVER KIND AND NATURE RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP WOULD OTHERWISE HAVE HAD AN OPPORTUNITY TO CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL THE PROJECT THROUGH STAKEOUT AND INSPECTION. CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE HONORED ONLY IF CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR IMMEDIATELY UPON DISCOVERY AND BEFORE ANY CONTROL STAKES ARE DISTURBED. IF, AFTER VERIFICATION, IT IS DETERMINED THAT NO STAKEOUT ERROR OCCURRED, THE. CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONAL EXPENSES INCURRED FOR SUCH VERIFICATION, ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO RESPONSIBILITY. INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT SUPERVISORY. ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN NEITHER GUARANTEE THE PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. :AST ALUMINUM FINIAL AND ?OOF SAME FINISH AS POLE 4ARC22T5-MDLO3 LED: 64 WATT ?200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER 4CRYLIC ACORN LENS 5T TWIST LOCK FITTER )RIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4"-3" DIA. TAPERED POLE .125 WALL THICKNESS 6063-T6 STRUCTURAL GRADE ALUMINUM POLE- WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR 17" DIA. BASE, .750 FLOOR THICKNESS FOUR ANCHOR BOLTS AND ONE GROUND STUD (SEE PG. 2 OF 2 FOR FOUNDATION STREET DETAILS) PHOTOCELL 00 17" DIA. BASE, 12" DIA, BOLT CIRCLE, DIAMOND PATTERN, FOUR 1 /2" x 18" ANCHOR BOLTS ACCESS DOOR ;ATALOG NUMBER: PT-D650SRLED-51"-4AR22T5-MDL03--A-PEC/4212T4/BI SITE LIGHTING NOT TO SCALE i OF 2 FOR FIXTURE )ETAILS 3/4" CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL. GROUND ROD PER N.E.C.. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FORM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER.) 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. N THE CITY OF SARATOGA SPRINGS TAKES OVER THE LI GHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2 SCHEDULE 40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE.. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. `2A LIGHT POLE BASE NOT TO SCALE I 00 0 < c� = D- w �0 Of w m cn < TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. r0 90% STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL ESAL TYPE COLJRSF COURSE COURSE LEVEL PARKING LOT 1-1/2" 2" 8-10" <0.3 MILLION STANDARD 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY <30 TRAVELED/ TRUCK 2" * 4 12 MILLION LOADING L - NOTES: * SEE NOTE 2 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.. ASH ALT PAVEMENT (SS-5) NOT TO SCALE EXIST. PAVEMENT NEW CONSTRUCTION I EXISTING SAWSCUT DEPTH OF PAVEMENT & i GROUND TACK COAT ALL SURFACES PRIOR TO PAVING ) , 1' SS-6A SEE PIPE TRENCH DETAIL PAVEMENT SAWCU T (SS-6) NOT TO SCALE �-- TWICE DIA. OF ROOT BALL DECIDUOUS TREE NOT TO SCALE SPECIES NOTE: PLANTS LISTED IN THE PLANTING SCHEDULE CAN BE' SUBSTITUTED FOR SIMILAR SPECIES OF THE SAME SIZE WITH THE APPROVAL OF THE OWNER/DEVELOPER AND/OR PROJECT LANDSCAPE ARCHITECT, PLANTING BED PREPARATION NOTE: ALL PAVEMENT, AND GRAVEL BASE SHALL BE REMOVED FROM PROPOSED PLANTING BEDS AREAS. COMPACTED SUB BASE MATERIALS SHALL BE DECOMPACTED FOR A DEPTH OF 12". PLANTING BEDS SHALL BE FREE OF ROOTS TILLED TO A DEPTH 127 . INCORPORATE 2" OF COMPOST INTO SOIL AND TOP DRESS WITH 3" OF HARDWOOD MULCH. I I I � j I I J 1,0' �T- %PPYNG FASTENED AND BOTTOM GARDEN HOSE ALVANIZED WIRE DST 4LL BEAR SAME RELATION i GRADE AS IT BORE TO i EXISTING GRADE t OF BARK MULCH 'R SHAPED UP FINISHED GRADE JT AND REMOVED BURLAP ?OM TOP j OF BALL TOPSOIL MIXTURE UNDISTURBED GRADE OR COMPACTED FILL MESQL_.N[OTE: ALL LAWN AREAS OF THE SITE SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL. ALL LANDSCAPE BEDS SHALL RECEIVE A MINIMUM OF 12" OF TOPSOIL. TOP SOIL SHALL HAVE, 2% -20% ORGANIC MATTER PH OF 6- 7.6% MAXIMUM PARTICLE SIZE 1.5" LAWN SEED MIX: SEED LAWN AREAS WITH GRASS SEED CONTAINING A MINIMUM 20% KENTUCKY BLUE GRASS, 20% FESCUE AND A MAXIMUM OF 207. ANNUAL RYE GRASS. SEED SHALL BE APPLIED AT A RATE OF 7-10 LBS PER 1,000 SF. SIDEWALK OR AS PER PLAN 0 N COLOR WHITE TO MATCH M.U.T.C.D. STANDARDS V SIDEWALK OR AS PER PLAN CROSSWALK STRIPING NOT TO SCALE BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS - DWG. SS-7 6" X 6" NO. 6/6 WOVEN WIRE MESH 2' CONDUIT PLACED IN GRAVEL EXCEPT A.O.B.E. DIRECTLY UNDER CONCRETE 0. 6" GRANULAR SUBBASE COURSE LOCATIONS PER PLANS \\\ \\� NYS DOT SECT. 304, TYPE 2 j� COMPACTED TO 95% STANDARD PROCTOR NOTES: //\\//\\//\\//\\ -- SUBGRADE COMPACTED TO EXPANSION JOINT SPACING - /�\�90% STANDARD PROCTOR 20'-25' O.C. CONTROL JOINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" , --- BROOM FINISH PERPENDICULAR TO WALK PER FOOT (MAX. SLOPE 1: 50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF ----- 6" CONCRETE -SEE CONCRETE THE WALK SHOULD NOT EXCEED 1:12 �< a _ 7 SPECIFICATIONS - DWG. SS-7 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER -- 6" X 6" NO, 6/6 WOVEN WIRE MESH O 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 \/\\/\\/\\/\ COMPACTED TO 95% STANDARD PROCTOR SUBOSTRDE COMPACTED O T R 90% TYPE 2 - VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL. DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CONCRETE WALK (SS- 8) NOT TO SCALE PLANTING NOTES: 1. PLANTING CONTRACTOR SHALL. VERIFY FINAL SELECTION OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED, SHALL BE TOPSOILED, SEEDED, AND MULCHED . (MULCH - STRAW, HYDROSEED MIX, OR BIODEGRADABLE NETTING.) MIXTURES TO BE APPLIED SHALL BE DETERMINED BY OWNER'S REPRESENTATIVES. TOPSOIL TO BE 4" MINIMUM. 3. EXISTING VEGETATION SHALL REMAIN UNDISTURBED WITHIN ALL. AREAS OF SITE WHICH DO NOT REQUIRE GRADING. 4. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM BARK MULCH WITH FILTER FABRIC WEED CONTROL OR EQUAL. 5. THIS PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO SITE PLAN FOR DETAILED GRADING AND UTILITY INFORMATION. 6. GUARANTEE: A. FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK UNDER CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: 1. GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS CONTRACT; 2. REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD, PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; 3. REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY SPECIFIED; 4. GUY AND MAINTAIN AS SPECIFIED HEREIN, AT NO ADDITIONAL COST. B. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER BEGINNING OF THE "GUARANTEE PERIOD" SHALL NOT EXTEND THE "GUARANTEE PERIOD" OF THESE PARTICULAR PLANTS; THOSE REPLACEMENTS MADE SIX MONTHS OR MORE AFTER THE BEGINNING OF THE "GUARANTEE PERIOD" SHALL BE MAINTAINED AND GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE TIME OF REPLACEMENT. 7. APPLICABLE STANDARDS: "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND "STANDARDIZED PLANT NAMES" BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, ARE A PART OF THIS SPECIFICATION. ALL PLANTS SHALL BE NURSERY GROWN, NOT GATHERED IN THE FIELD. 0.65" 1.6-2.4" (16.5mm)MIN. (41-61 rvvlt. SURFACE SHALL CONTRAST VISUALLY WITH ADJACENT O O E DETECTABLE WARNING SURFACES AT 'v e PLATFORM BOARDING EDGES SHALL BE 24 WALKING SURFACES WALKING SURFACES EITHER I I INCHES WIDE AND SHALL EXTEND THE LIGHT -ON -DARK O O O FULLLE E PUBLIC USE AREAS H OR OF PG DARK -ON -LIGHT TOP DIAMETER OF 50-60% 0,2" O O O O OF BASE DIAMETER (5,1 mm) RED CONCRETE PAVERS BY TITLE _ TECH PAVES OR O O O O APPROVED EQUAL, BASE DIAMETER OF 09-1.4" (23-36 MM) DETECTABLE WARNING STRIP NOT TO SCALE FINISHED GRADE NOTE: EXPANSION SPACED ALONG C MAX, 1 /4" RADIUS SEE DETAIL SS-5 FOR PAVEMENT AND GRAVEL SUBASE REQUIREMENTS CAST-IN-PLACE/SLIP FORM CONCRETE CURB SEE CONCRETE SPECIFICATIONS - DRAWING SS-7 GRAVEL COMPACTED TO 95% STD. PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR CAST IN PLACE -SLIP FORM CONCRETE AT TURF (SS- 15) NOT TO SCALE CONCRETE SIDEWALK *DETECTABLE TEXTURE WARNING „ TURF-- - HEAVY BROOM FINISH (+ (� FLUSH REVEAL IIh o_ 4'--6" CURB (TYP) 3'-6" MIN. 3' TRANSITION CURB SIDEWALK CURB CUT (SS-10) NOT TO SCALE CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS 1 THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL' MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FARENHEIT AND ABOVE. AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I 305R-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL), NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 INCHES TO 3 INCHES. 4, ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION, ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. ICONCR CONCRETE I(SS-7) SP EG TI FI CATI ON S NOT TO SCALE APPROVAL: ADOPTED UNDER THE AUTHORITY OF A DECISION ADOPTED ON / A, BY THE PLANNING (BOARD OF THE CITY RATOGA. PB ## CHAIRPERSON: d1 DATE �y 1 ` N N It O N q c6 Co N Q _ W u a cm G J2( Quj O cn W 1 uj O a, VJ 0 Z � Y � Q O Q uj OZ w Z Z ()Z >- O� ~o:) uj Z - -C 0LL0 uj 0 co 0 U>"� cl V/LO 3: w DRAWN BY DBR CHECK BY I 12519 EDP PROJECT NUMBER THE ALTERAnON OF THESE DOCUMENTS IN ANY WAY. UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW PORK STATE EDUCA77ON LAW AND/OR REGULA77ONS AND 15 A CLASS "A" MISDEMEANOR. RFVISION DATE BY BRANDON M. FERGUSON PE 96,020 bferguson®edpllp.com OF NEW Y ol My RONF O * G O Lu 01 Z �O 0960V) AFESS�O SCALE: AS NOTED PB# 2020 0582 SHEET TITLE: SITE DETAILS SHEET: 7of8 00 0 (U CD (U 0 a d a v a Qj v ra i 0) 3 -s I In i 41 -1 v c 0 0 u v +' c 0 v m I 0 In i 0 +1 v u N v i i Ln of T a 0 d 0 0 +' d d d i a 0 a C3 4" CLEANOUT PLUG 4"(MIN.) - - -- 3"(MINA) FINAL GRADE IF NO INSIDE CLEANOUT: 1 I TO PUBLIC SEWER 2% (1/4 INCH/FT) (MIN. SLOPE) (SEE DETAIL SA-3) COMBINATION "Y" AND 1 /8 BEND APPROVED SLEEVE THROUGH J 5' IF A BUILDING TRAP IS REQUIRED: FRESH AIR INLET (3" MIN.) 2'(MAX.) --w (PLUS BACKWATER VALVE) 4" CLEANOUT PLUG(S) IF REQUIRED: APPROVED BACKWATER VALVE WITH CLEANOUT BASEMENT FLOOR 4'(MAX.) � BUILDING DRAIN40 IF REQUIRED (SEE NOTE): DOUBLE HAND HOLE BUILDING o' FOOTING O ° a 6" BUILDING SEWER(TYP.) 4" BUILDING DRAIN(TYP.) NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING CODE FOR ADDITIONAL INFORMATION. BUILDING DRAIN LAYOUT (SA-7) NOT TO SCALE SAWCUT LINE --SEE DETAIL SS-6 TRENCH WALLS LAID BACK PER OSHA REQ'MTS SEE PAVEMENT SECTION DETAIL SS-5---,, OR SHEETING A.O.B.E. ORIGINAL ASPHALT t2„ w� WEARING COURSE(S) - IN PVMT IN TURF PAVEMENT BASE COURSE 4'" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH STRUCTURAL (SEE NOTE 3) 6�T °�'° 0 SUBBASE COURSE BORROW: WELL GRADED INORGANIC SECTION 12" � GRANULAR SOILS AND/OR ROCK / A.O.B.E. (SEE NOTE 4) MAX. 1-1/2" SIZE, NOT MORE THAN WI z: 3 20% BY WEIGHT PASSING #200 ORIGINAL SUBBASE SIEVE.OR NATIVE MATERIAL, A.O.B.E. COURSE (USE VIBRATORY COMPACTOR WITH 12" LIFTS) w ---- PIPE ZONE. BACKFILL - GRADATION SHALL BE; N W "WELL GRADED SAND WITH 3/4" MAX. PARTICLE OUTSIDE CROWN � SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE SPRINGLIKE - � PIPE ZONE BEDDING - FOUNDATION STONE BOTTOM O.D. � TO CONFORM TO N.Y.S. DOT. STANDARD � SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) I i.D. + 3' MAX. I UNDISTURBED SUBGRADE OR NOTES: I"' I EXTRA FOUNDATION STONE A.O.B.E. 1 STREET OPENING PERMIT IS REQUIRED 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 2-1/2" SIEVE - PASS 100% BY WEIGHT SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% 1-3/4" SIEVE - PASS 95-100% BY WEIGHT PASSINGI/2" SIEVE, 0-15% PASSING 1/4" SIEVE 3/4" SIEVE - PASS 60-75% OR 1/4" SIEVE - PASS 25-45% SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% #40 SIEVE - PASS 10-25% PASSING 1" SIEVE, 0--15% PASSING 1/2" SIEVE. #100 SIEVE - PASS 3-12% GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO BASED ON FIELD CONDITIONS. N.Y.S. DOT STD. 304, TYPE 2. �2 PIPE TRENCH - SECTION (SS-6A) NOT TO SCALE TREE BELT FINISHED GRADE - SEE NOTE CURB SIDEWALK ROADWAY I�MMEN CURB BOX MUELLER 5'6" f MODEL H-10314 (IN TURF) z MODEL H-10334 IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) 0 ' I CORPORATION STOP WITH I CURB STOP COMPRESSION FITTING in MUELLER ORISEAL MODEL H-15209 COMPRESSION MUELLER H-15008 MODEL H-15219 (W/ DRAIN) 3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) TEMPORARY CAP OR PLUG (AS NECESSARY) 3/4" MIN. SIZE TYPE K 45' COPPER PIPE WATER OR SIZE AS REQUIRED MAIN - 3/4" OR 1" COPPER TUBING (TYPE K) SOLID CONIC. BEARING BLOCK (SIZE AS REQUIRED) OR C.I. FOOT NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. e3 '\ WATER SERVICE (W-2) NOT TO SCALE FULL LENGTH NGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES) 1 [ i i ...... __._..__ __....... \ WA E E:R LINE I % - SANITARY SEWER `(:;RAV': [Y OR FC;R:;E:MAiN) OR STORM SE:EWEE€? I SEE NOTES 'r SEE NOTES i, NOTES: S: I i (REFERENCE RECOMMENDED STANDW ARDS FOR ATER WORKS, 1997 `1)1-1-ION "YEN STATE:ES S-`iANE)ARDS") __.-........_._._..... ..._...------------- ---------------- - ----..._.._............._..._...:._................... WEiFN INSTALLED c,ARA€„t El, ALL. WAFER AND SEWER LINES SHALL, HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE:. IF MINIMUM CANNOT BE MAIN €AINI:ID, WATER MAIN SHALL 3E IN SE:EE'A»�,TE: TRENCH OR ON AN UNDISTERBED EARTH SHELF' '10 ONE:. SIDE OF SEWER, WTI-i B0-ET0M OT WATE:EZ MAIN r -. O �.�: .F � r E: n Pc t M•. EEMUM ABOVE 'TOP • it -Ir W :�, �N N A..i E. t. ,. F.R PIPE. F. >i>ri-It..N € >IN ` MFi.. � .xE�1ALL. i3.._ �N:�=A,..a..t.E./ ,c, #NSE.RE 18 ..=1.NIMlIM dE . E CAI_ S .PARA::��E� BEETWEEEN PIPES, :._S O:i'': ;IDEE -TO OUTSIDE, WHERE:: WATER MAIN IS UN[.}E:.RNE.ATH SE:.WE:R, ADE:QUAT�tE STTRUCTURAL SU'PPORT� SHAE.L BE:. PROVIDE:ED FOR THF: SE:EWER .E.O PREVENT T )AMAGE TO WATER MAIN. WHEN € [ IS IMPOSSIBLE TO, PROVIDE THEE ABOVE MINIMUMS, THE:. SEWER SHALE BE DESIGNED AND ?� 1a�UCYE:v EQUAL_ i0 WATER PIPE, AND SI.EALL BE PRESSURE TESTED TO ASSURE: WATERTIGHTNE:SS PRIOR -TO BACKFILLING. UTILITY SEPARATIONS PARALLEL AND CROSSING (W­ 7) NOT TO SCALE EXISTING SEWER MAIN: TAPPING SADDLE TO BE APPROVED BY D.P.W. NEW SEWER MAIN CONSTRUCTION: 45' OR 60' WYE OR TEE/WYE TO BE APPROVED BY D.P.W. PROPERTY LINE, R.O.W. OR EASEMENT LIMIT 2"x 4" x 24" PRESSURE TREATED SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED SURVEY RIBBON FOR EASY IDENTIFICATION SEWER MAIN -BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY -- 6" MIN. SDR 35 PVC MIN. SCH. 40 PVC CITY PROPERTY< > PRIVATE PROPERTY SANITARY SEWER SERVICE -- PLAN 3"f y N. T. S. FINISHED GRADE------, ........................._.._...._...----_._..._._.._......_....... ..._...__....... _REVEAL 45' OR 30' AS REQ'D ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE CONNECTION 45' OR 30' BEND AS REQ'D Lr w -- - - - 2% 4% 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE SANITARY SEWER SERVICE - SECTION NOTES: �......_.m��....,an4.�w.�,..,®.,,,..,,�....,.,.�„�.,.....�.�.w..........,..�.....W,�.�..�........�..�.�w....,,�..,,��..........................e�.. �,.�........�.�..�..��...a...�....�......�....�...�.H.....�...........,�..�..�..�wv......�........o.....,,..,,,,nN....T.S. 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY. 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. SANITARY SEWER SERVICE (SA-3) NOT TO SCALE g1l Dog 111ge V 4_�L(t i I I TREE SAVE AREA nmpi INF 4' HIGH ORANGE _ POLYETHYLENE LAMINAR SAFETY NETTING WARNING FENCE, TYP. POST THE FOLLOWING SIGN ON ALL SIDES OF TREE PROTECTION FENCE:. "TREE SAVE AREA" TREE PROTECTION DURING CONSTRUCTION NOT TO SCALE 10 FT. MIN 11 El `- SAND BAG 71 y LATH AND FLAGGING ON THREE SIDES 0 A 0 ! A` ¢ 10 MIL SAND BAG PLASTIC DEPRESSED O O LINING AREA T' I z 3 FT, - 10 MIL PLASTIC LINING --III=III- -� L LATH AND FLAGGING SECTION (A -A') F ON THREE SIDES CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND 3. PLACE A SECURE NON COLLAPSING, NON -WATER COLLECTING COVER MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT AND CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4, REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE 3, PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE, SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITIES MUST BE NEW POLY SHEETING AFTER EACH CLEANING). CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. CONCRETE WASHOUT NOT TO SCALE EXISTING GROUND FILTER CLOTH 50'-0" PROFILE 50'-0" MIN. 6" MIN EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) ING v ENT SYMBOL I 1 Eil CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 50 FEET. 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE, IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED, 5, WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL. SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 7, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 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 AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 2. POSTS MAY BE 1.25"x1.25"° (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR STEEL "T" OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. 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. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE. PLACED ON A SLOPE ARE: SLOPE MAXIMUM STEEPNESS LENGTH (ft.) 2:1 25 3: 1 50 4:1 75 5:1 OR FLATTER 100 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Ya ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED, 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. SILT FENCE 5MIN (10' PREFERRED} - r o r SILT FENCE INSTALLATION NOTES: 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL. BE OVERLAPPED BY SIX INCHES, FOLDED AND STAPLED. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. n N tT 1 t O O O O O Lq j 0) _HARDWOOC POST a UNDISTURBED o cn SEDIMENT GROUND SLOPE p ONTAINMENT JI w AREA o xa PLAN 11 1• 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK) * HARDWOOD POST *OR STEEL "T" OR "U" SECTION POSTS 0 lb/If MIN.) WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SEDIMENT / CONTAINMENT ARE 5' MIN (10' PREFER D) TOE OF a z /e\\\\ SLOPE :2 UNDISTURBED GROUND F�0 M WOVEN WIRE MESH � Tj RENFORCEMENT (IF ,//i ` `// /\\ \\ ,•\\\\/\,�, NECESSARY) MIN. 14 RETAIN EXISTING GAUGE WITH MAX. 6" \ OPENING VEGETATION, IF ;\/ co POSSIBLE EXCAVATE TRENCH, BURY SILT FENCE FABRIC AND BACKFILL/COMPACT EXCAVATED EARTH SECTION TEMPORARY SILT FENCE NOT TO SCALE APPROVAL: ADOPTED UNDER THE AUTHORITY OF A DECISION ADOPTED ON -3 111 1-1 BY THE PLANNING BOARD OF THE CIT SARATOGA. PB # / / CHAIRPERSON: !( c DATE 7 1 in 9 0 ... W .=.. Lkj _ Z �...., <° > O'eh fi o ao r C:) N N O N � c6 C6 N 0 L m uQ LLI J �o Z cn w 0 a w O ® i z 0 LL Q w 0 L Z z Lu wQI-- 0 Q Z U) - W �Qo 02 w Q Q UU)(D 0 W LL 0 W O 1O Q D U 1-- W I O Q L0Ucn DRAWN BY DBR CHECK BY EDP PROJECT NUMBER 12519 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS DONE UNDER THE DIRECT SUPERVISION OF A COMPARABLE PROFESSIONAL, (I.E.) ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A NOTATION OF THE NEW YORK STATE EDUCA77ON LAW AND/OR REGULA RONS AND IS A CLASS "A' MISDEMEANOR. REVISION DATE BY BRANDON M. FERGUSON PE 96,020 bferguson@edpllp.com �OF New r G 0 W s�s,oAo ; A%FES 09602 SIONP� SCALE: AS NOTED PB# 2020 0582 SHEET TITLE: SITE DETAILS SHEET: 8 of8 f v v (7J 0 ti 0 cu T d f 0 +1 Q i of 3 i3 a CD 0 0 J L v i 0 U c O E w 0 Ln i In +-- v u U) v i i m of L a 0 d 0 d a ED a a es