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Home My WebLink About20181047 18.056 62-64 Excelsior Site Plan Plans As-Approved62-64 Excelsior Ave VICINITY MAP Q lip PROJECT LOCATION MAP Prepared By: Applicant: The LA GROUP i_andscape Architecture & Engineering PC People. Purpose- Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f. 518-587-0180 NY 12866 www.thelagroup.com Is 67028 4 1*1� Pu �P iSta IS PROJECT SITE ■ a m Ly� 8 Cie eta im�� sh 1 LAKE ` 1,1443-1t 29 08 East Side l� `� ecr �iiom'� Av RR DEPOT LLC, 18 DIVISION STREET, SUITE 401 SARATOGA SPRINGS, NEW YORK 12866 Site Plan Application 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 February 15, 2019 SHEET INDEX: COVER S1 SURVEY L-1 SITE DEMOLITION, PREPARATION, EROSION & SEDIMENT CONTROL PLAN L-2 SITE LAYOUT & MATERIALS PLAN L-3 SITE GRADING, DRAINAGE & UTILITY PLAN L-4 SITE LIGHTING PLAN L-5 SITE DETAILS L-6 SITE DETAILS L-7 STORMWATER AND UTILITY DETAILS CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3, APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4. 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 OR THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5, ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8, CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 9, 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. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS -BUILT DRAWINGS. 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. SITE STATISTICS TAX ID / PARCEL NUMBER: PARCEL SIZE: ZONING DISTRICT: MAX. BUILDING HEIGHT MIN. % BUILD OUT ALONG FRONTAGE BUILD -TO -DISTANCE FROM FRONT LOT LINE REAR AND SIDE SETBACKS USES (MAX EACH TENANT) COMMERCIAL: RETAIL EATING & DRINKING EST. PARKING DEMAND USE SIZE RETAIL / 3,425 SF OFFICE 2 EMPLOYEES 166.29-3-32 0.546 AC TRANSECT-5, NEIGHBORHOOD CENTER (T-5) 50' - 2 STORY MIN. 70% 0' - 12' 0' 3,425 SF 3,285 SF REQUIREMENT/ SPACES ZONING REQUIRED 1 SPACE / 300 SF 11 SPACES + 1 / 2 EMPLOYEES 1 SPACE EATING & 40 SEATS 1 SPACE / 4 SEATS 10 SPACES DRINKING 6 EMPLOYEES + 1 / 2 EMPLOYEES 3 SPACES TOTAL REQUIRED 25 SPACES PROVIDED 25 ON -SITE 5 OFF -SITE TOTAL PROVIDED 30 SPECIAL USE PERMIT NOTICE OF DETERMINATION CITY OF SARATOGA SPRINGS MARKT9RPEr. Char }AMIN TOTtr* , Wce 0, d P!wM-MNIG BOARD ROBERTF. BRISTOL i. C.£.irFOfti7 VAh; i1jAGNER ArASEY City Ha 474.BroadwayTaDD FAeczzi Sarauga 5i t }gs, New York f236b itA17N OR- ON T& 518-587-3550 Paz: 51 a.58R-948f3 ,awww:sarawga•tgrira5s.arg AMY riYAMi, Atcerrwa 10'nCE OF DECISION in the matter of the application - # 18.051 i Startc's Market pia 6b4 Excelsior Aveecnue 2ll5e Perrtti t rfu ca3 #ta aT Saratoga Springs, NY 12866 involving the premises with tax parcel # 166-29-3-2. in the City of Saratoga Springs, on an application for a Pernianent Special Use PetRndt for eating & drinking, retail, office uses in an existing structure within the Transect-5 Neighborhood Center district. in accordance with 6 NYC<Rft Part 617, the Planning Board classifies this action as a SEAR Type 11 action that is exempt from further SEAR review, Having property noticed and conducted a public heating on November 1, 2018, as required, on the proposed uses; And, upon evaluation of the application based on the City's enumerated criteria to erasure that the proposed use(s) will not adversely affect surrounding properties and community character: And, in accordance with requirements set forth in the City Zoning Ordinance, chapter 240, article T i "Special Use Permit", the Planning Board issues the following decision on November 1, 2018: RI Approve with the fallowing conditions: Note; riven identification of WS DEC.. spili record, applicant to fully comply with all necessary monitoring and remediation measures to ensure a safe environment for employees and public. Record of voter motion made C Van 1^lagrter, seconded by B Bristol: passed 5-0 In favor: M Torpey, R Horton, R Bristol, C Van Wagner-, A Ryan j Absent. j Totnno, j Casey, T Faboxzi Mote: this: approval shall expire 18 months from the issuance date unless all conditions have been complied with and actual work begun, -- — Date Chair cc: Building Dept.. City Engineer, Public Safety, Accounts Dept. ApplicantiAgent: File SITE PLAN NOTICE OF DETERMINATION CITY OF SARATOGA SPPJNGS MARK TORPrY, CU, p ,r tAMrN TOTrNp, ➢!xe C. w \ •� PLANWNG BOARD ROBERT R BRISTOL CUFFOROVANWAGNER City Hall, 474 Broadway 1ANEr CASEY TOD"♦ ii ABOZZJ Saratoga Spt' %n, No,% Yc k 12 RUT ORTON Tek:5�8�a9T_35sL' Pax; 5:&Sflii- RLFTN Almwi� v�ow.xaram s ar ArKY RY'Aii• ,4i2�-rnvte NO110E OF DECISION In the matter of the application - #r 1€ ,056 C 62 64 Excelsior Commercial Building 11000UN4 62-64 Excelsiorr Ave Saratoga Spriggs, NY 12866 involving the premises with tax parcel # 166.29-3-2, in the City of Saratoga Springs, on an application for final Site Plan Review for the adaptive reuse of an existing commercial structure for retail, office and eating,icirinking activities within the Transect-5 Neighborhood Center District. in accordance with 6 NYCRR Part 617, the Planning Board classifies this request as a SEAR Type it action that is exempt from further SEAR review. And, in accordancewith objectives,. standards and guidelines contained in the City Zoning Ordinance, chapter 240, article 7.2 "Site Plana Review", the Planning Board issues the following decision on December 6, 201& 21 Approve with the following modification- €nstallatv_on of s n c to revert 2-wa entrance conflict will k-wa Cane behind buildin shorten Preen screen to approximate 48`° from grade to to accessible ADA co ipNant entrance to be striDed and st ried �&nt 4 5 evergreens to Southwest area to buffer site from ad}acent property owner - install bike rack on site location to afrprovedby Chair wconsider_low-riojw, rooft9p g, l;hau t fan if) consideration of adtacent,neaghbo..r,. Record of vote nation made C Van Wagner, seconded by j Totrno. pawmd 7 i In favor. M Torpey, j Totrno R BrIstol C Van Wagner, j Casey T F;abozzr R Horton The applicant is required to; I . Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to the City per Article 7.2.15 of the City of Saratoga Springs Zoning Ordinance. This trust occur prior to final signature by the Planning Board Chair, 2. Submit one (1 ) inylar and two (2) paper copies of the final approved site Mans for signature by the Planning Board Chair within eighteen (18) months of approval as per Article T2,12 of the Zoning Ordinance. Pry t ore pw is i Note: this approval shall expire within eighteen (18)1 months of the signature of final plans if the applicant has not started actual construction as per Article 7.2,14 of the Zoning Ordinance. • €7ec Der 6 2018 Date Chair cc: Building Dept_, City Engineer, Public Safety, Accounts Dept. Applicant/Agent; File Planning Board # 18.056 APPROVAL: APPROVED UNDER AUTHO RESOLUTION ADOPTED BY THE PLANNING BO JD OF CITY OF SARATOGA SPRINGS. A.b/ CGse CHAIRPERSON DATE SIGNED U0. !9 Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyors Seal is a violation of Section 7209 subdivision 2 of the New York State Education Law. EASEMENT TO SARATOGA CO. SEWER DISTRICT Bk949 P431 AREA=1,122 S.F. OR 0.026 AC. 67.88 69.20 69.87 CADGE PAVJ MELT s� � w \ w�-�--w W. ----w = �w w WA - 7 s. _/ z s lSjOr x2 38 Veque g �. )(W270.33 / �. "' 20" WATERS 4 SAN MH. - WATER__w =w'' ` q`� - y„ EXISTING' 6" SAN, LATERAL IIM=26.04 I k / ,ABANDONED H DECORATIVE S� & MATERIAL UNKNOWN INV.W.OUT(30"HDPE)=255.24 SAN. SEWER SAN.M STREET LIGHT sA-sA y. IM=26 98 ' `' a SA SA - EXI ING WATERLINE SERVICE k,( TBM INV.E.IN(30"HDPE)=255 34 SA SA _ _ - TOP OF BOLT f SA SA f _ - - _ - - - -/�?67 SIZES MATERIAL UNKNOWN UTIL. POLE - - - -.- - A -TC268.99 _ s -- - C:268.2 � :28t97-12"B.WALNUT -12"B.WALNUT ELEV=271.26 266 72 � " �� TC.2�9.39 - X269 89 -(�2'B.WALNUT \ . SA �--SA- SA E \S 30SAN SA SA -SA - SIE�LK , ,$A ,i T , LEC.M H. B g 265itJ2Sis A U -fw_ w - 41 _w CB X265.82 RIM 265.06 /INVSW.(12"HQPE)=.,26_2.28 sr 'r MH INV. PLASTIC HDPE)=262.28 V w Rim =263.1 w N w inv(a)=260.1 inv(b)=259.5 SA aSA 4ST B55L "®38% 0ST Sb) .9 ST sr :266.08 Td:6r'y BC•265 09 Elm CO CRE - - 0 7135 '4 266:15 .£"« �' / / i / 3 S85'S7'09' i LAWN 2 8 4 \ o / c3 LAWN U 3 LAW N X 26 6 \ z GAS �, . \ 268.`46 �i p ... w H METER �` � W -' Ci d 268.75 - - - - - ;. 267 S92`59'30"W 269; - - - - - - - i e h . •, CONCRETE I �ti .. w 16.8' ASPHALT SIhN v ` 268.99I I I h "ONE WAY" w ^e�i ; z� 4HALT , I a �PARKING SIGN �OT y SAN.MH, NO PARKING' FORCED MAIN DRIVEWAY' I\ . .. . A. FULL OF WATER RIM=269.22 ' y I , 267 47 _ L 1 STORY BLOCK BUILDING q' y 1 0.546"'.AC y 1 I FFE=26858 I z � I o✓ L. I, Q M IAA 21 Flo I o z u of00I h , �` �- I cv y 6 . T m p�ln o U_ .- - - _ LAWN � SA SA e SA SA SA 265.83 30" SAN. (SC ) SAN.MH. RIM=264.97 INV.IN=256.35 INV.OUT=256.30 �- 21 .0' -- 1 CB RIM=264.98 I INV=261.98 X 265.32 I 1 HANG" 1 OVER I 6.148 1 CO NC. PAD 1 CONC. PAD CB RIM=264.67 INV.NW (STUB)=259,72 INV.S=259.82 WI v 1 f o co I J co �z 264.83 I 4'LLJ } : o N U - - _ N� - - 267.31 n 6"FDPE X 2s9.39. f <. - _ - - - - - 267.8 1 AW zs7 24 / ' O ^ - '2 6 0 ;. 19LF 01.07E ` �, `� ` � L 268.98 LAWN CONC. PAD 267.20 i 4 AT 268./ - �" „ Pi-hRtT� . 265.17 k 1 I I- LLI C cp . ENTRANCE Rimer fifi.28 y , x . 266.75 ' inv0262.56 266AI � I INFlLTRATION 268.66 CHAMBER ASPHALT 0 y 8 : « C NC PAD FO,IRg -� H C" 214 XI 3 U ' I p , $ �-- �A = !aA ' .a I CO \I .- - - - - .- - A PA l s. SPAO n = v LO A ��® ��0 OUTLET I 26 I CONTR L SRUCTURE A 265.56 ��RIM=265.79 IN-210•O1 ��oO O N R-3541 20 -734�0-o_IN.SE_262.14 r°= Q- - 0-), 0 -0-00 5/8IR 267.82 I I I Z p ,.. 269.j,0 n/f I SHED I I SHED COfity I � •`�� o -- Saratoga Springs L641 P504 _ CB CB 66-WIDE RIM=267.22 ' BOT=253.36 ' ® (2) 7,x9' BOX CULVERTS ' i _-- 0- CB Q) Q 0) W r 0 Z • t- Map Legend Survey Notes: Deed Reference: Map References: Certification 0 marker found, labeled 1. Field work completed on June 1, 2018. P Sidney Stark conveyed to RR Depot, LLC Y Y P 1. "As -Built Survey of lands of Sidney Stark" Y Y R IS HEREBY CERTIFIED T0: RR DEPOT, LLC 0 utility pole Inst. #2018015634 dated May 4, 2001, last revised 12/27/01 SEFCU A/K/A STATE EMPLOYEES FEDERAL CREDIT UNION, ITS 2. Elevations are based on NGVD 1929 datum. by Thompson -Fleming Land Surveyors, P.C. SUCCESSORS AND/OR ASSIGNS AS THEIR RESPECTIVE INTERESTS MAY ® water valve APPEAR; - - overhead wires 3. The subsurface utilities shown hereon are of Quality Level C QL-C as Y ( ) 2. "As -Built Survey of Excelsior East FIRST AMERICAN TITLE INSURANCE COMPANY; that the map was prepared in accordance with the current existing Code of Practice -�-i-i-�- fence defined by the American Society of Civil Engineers (ASCE) in Document Condominiums" dated June 21, 2017 last for Land Surveyors adopted by the New York State Association of Professional Land wood » 38-02 titled Standard Guidelines for the Collection and Depiction of revised 12/6/17 by Thompson -Fleming Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey -°-°-°- chain -link fence Existing Subsurface Utility Data". The subsurface utilities were compiled Surveyors, P.C. map is prepared, to the title company, the governmental agency, and to the lending institution listed on this boundary survey map. -SA- sanitary sewer line from parol evidence, record drawings, and surficial evidence located during the field survey. The Surveyor makes no guarantee the subsurface utilities sr storm line shown hereon comprise all such utilities within the survey area, either in w water line service or abandoned. The Surveyor further does not warrant or certify that the subsurface utilities are in the exact location indicated, although does certify that they are depicted as accurately as possible based on the information available. The Surveyor has not phisically located the subsurface utiliies. Only apparent easements (if any) are shown on this survey. No abstract of title was available. PLANNING BOARD #18.056 Z ::3 0 V) U �, 0 °o, C o 0 '`� � 42, o o, U W 0 - �® -0 O MO W LO cV co r' co � LO `n I r` rlI 00 co u7 " U u7 ^ 00 00 ao LO >U_ 0 }, W A z N Cr c =3CL Lr' > N Q rn J 0 o oc) to or- NE-7�,y� 't�C' M. Try4 ri7 0 m2 � S 4P6 ANO S 1 /20/19 NOTES & SAN. SIZE 8/06/18 TAX MAP # 7/30/18 ICERT., EASEMENT DIMENSIONS 7/26/18 CERTIFICATION DATE DESCRIPTION REVISIONS DATE: June 4, 2018 JOB NO.: S18-145.24 DRAWN BY: DES CHKD.BY: WMT TAX MAP: 166.29-3-2 SCALE: 1 " = 20' 10 0 10 20 S 18-145.24 P:\B\Bonacio Const, 62-64 Excelsior Ave Sits-i45\awg\Sits-145 tionacio const.awg L 15 9 EXCELSIOR AVENUE _-'�~-___`.'''_'_-- ��—*-- �—�_�_"��` ? - ------ � E -----' PROTECT AND MAINTAIN ALL ' ELECTRICAL � .� ,TREE TO BE L./ ^~� MErNUVtV PROTECT AND MAINTAIN EXISTING | GAS SERVICE \ / 0 EX|«%7-|NG 1 STORY BUILDING D|NG (n | � 22 / (-\ ' u ` -�- U - -------------------------- ( `/r� / PROTECTION NOTES~ 1CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3 CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS, VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 5. ATALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OFTHE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. �� /// / ' `_} Q�7��7�/��/� �� / �� REMOVALS S NOTES: 1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS, 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS ORFOUNDATIONS A3APPLICABLE UNLESS OTHERWISE NOTED. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BYTHE OWNER'S REPRESENTATIVE. SITE PREPARATION NOTES: 1 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. rrF PROTECT AND MAINTAIN GAS METER \ .................... ___...................... _ ------�------u------- ----- -'' -----� ----�E ----- ---w------��------w--- -......... ..... —sr-------------------- Sr ------- ------ --' ------sA------s^---.--. --------SF ------- XXXXXXXXXXXXXX>X 2 1-7 Z------ - ... . ....... - ---- ---- -------- ---- -- - ------- - -- - --- ------- > CONCRETE CURBS < TO BE REMOVED ---------------- PROPERTY LINE SUBJECT SITE PROPERTY LINE ' ADJACENT SITES EXISTING GAS LINE EXISTING ABOVE GROUND ELECTRIC EXISTING WATER SERVICE EX|ST|NGST(]RMVVATER EXISTING SANITARY SEWER 8AVVCUTPAVEK4ENT SILT FENCE REMOVE ITEM ASPHALT/ CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE | \ L-5//--� 0 The LA GROUP Landscape Architecture & Engineering P.c. x�--- /�w'��/�9vvx /vau`. 40Long AUeV y510'587'0100 ----- Saratoga Springs 518'587'0180 ylY\3866 wvvvv.dxe/an,vupzom Unauthorized alteration maddition mthis document isaviolation ofSection 7209of the New York State Education Law. Oc the U\Group 2Ul7 Prepared for. �� U U �- ....~'~~��=^~-�= 18Division Street, Suite 40T Saratoga Springs, New York 12866 - � [n �| _J �~ _- [n �� -\ r- �J ^- � Project Title` � � ` Ave.��-��"� ��U�|�� ,� �� Excelsior 62-64 Excelsior Avenue, S8[GtOg8 Springs, New York � 12866 O�TLET C0�TPDL STRUCTU�E �|N�2GI7G of NE CO ku 091 Project No.: 2018057 |NV�E 2G�1� ` pLU��[D ------- ` \ � \ ` mwx ` \ Drawn: mwK [h'Nt onc Planning Board �� ~0 �� ~~U��U�� UrK � ��. U �� K 8�� APPROVED UNDER AUTHOR OF A RESOLUTION ADOPTED BY THE OVT CHAIRPERSON DATE SIGNED Rev: Description: Date: Drawing 7itle K�^�� |^�'��y� ��V�.. L�~....~^||U^�^./ ��^�� [�� [��^�� _�|�� .� ��L Erosion, . ~~. ,/ ��=�^��f ^r��fr�U F�|�� | ��~.��|.,.~...� �~~°..u~�U [-|^°.. � Drawing No. L-1 1612 Z ki LAYOUT NOTES: 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB, 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6. ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION, T ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9, ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CV('`CI CInD A\/CKII IC PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS i SPACING DECIDUOUS TREES CC 1 Cercis canadensis Eastern Red Bud 4" cal. SEE PLAN AR 2 Acer rubrum'Bowhall' Bowhall Red Maple 2"-2.5" cal. SEE PLAN EVERGREEN TREE TO 3 Thuja occidentalis 'Pyramidalis' Pyramidal Arborvitae 6' HT. SEE PLAN CN 2 Chamaecyparis nootkatenis 'Aurea Variegata' Golden Variegated Nootka False Cypres 8' HT. SEE PLAN PERENNIALS HH 30 Hendra helix 'Carolina Crinkle' 18"-24" ht. 12" O.C. LEGEND: _. ........... : a :..............:.. PROPERTY LINE - SUBJECT SITE EXISTING ACCESS EASEMENT ASPHALT PAVEMENT POROUS ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE CURB TRANSITION CURB FLUSH CURB PAVEMENT KEY DECORATIVE FENCE PARKING COUNT ACCESSIBLE PARKING SPACE LAWN DECIDUOUS TREE i,t i E tt jEj[�� f f� "`..1.`�3"ti�� \ . Zl� tip__ l 19 10 5 0 2 4 6 810 "&!W!" Scale: 1" = 10' Planning Board # 18.056 APPROVAL: 1 7_, 4 - [ 9 APPROVED UNDER AUTHOR RESOLUTION ADOPTED BY THE PLANNING BOA OFT CITY OF SARATOGA SPRINGS. !J) CHAIRPERSON DATE SIGNED T`ryry (�!' 0 The LA GROUP Landscape Architecture @ Engineering P C People. Purpose. Place, 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.• RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title.' 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 CoLU cc ~ � yl 4F 012 IFOFN �. Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date. 02/15/2019 Scale: 1"=10' Drawing Title Site Layout & Materials Plan Drawing No. 2l0, 33 .: FIRE HYDRANT APPROXIMATELY 240' --` FROM EDGE OF PROPERTY ON NORTH SIDE OF EXCELSIOR AVENUE EXCELSIOR. AVENGE tt WATER: „19 LOCATE EXISTING CONNECTION TO i` F} q ( p ''yy � p tt }, f ABAN" N"NE") ,, E..XG-l"N\7 }�NA1 :'R-Nr. WATER MAIN AND CLOSE } CORPORATION VALVE AT THE MAIN, f ��1L, it_RM I...� y��`-,., !'C3��3 C.. li ��. 7C+ fi^: �}l._:_. �-. ��rZ��...€�''xi.. \,?l:\.�a\.�Ya,\ 5 CUT LINE AFTER VALVE. _ sA.._............... ..... .... SA _....... ..__..__ _._. �_ .._...::.._ ...._._.__......_.._... �... - _ __ -_._ ......_...... _ __--__-._.........__. M ._...._. _ .., •. ........................... _..__.. _ 'AN MI 11 � I 1 PIPS-269 04 <.: € ..t 1t .,. .._6;' .0tLr10R!t'%- _ INV.A.v rl;-�.sSD♦E♦ G5,,-.<.,1"_ti E \ e^\ i \\I ;-� : ` rk ...i n :fit INS', Itd•, "I,+ E.. .1\?tr .__ } y.:.... ._.. 1 - E. \ _...... _ S t, l 1 G rf 9 1 ! ;G l r B [ - - - ------- 0- 'SAN \ i? i f � �+ (D .A__._.._....... Sq.._- f __...__.CA SA------..... _ 5, .._..........._._. _,• ,R..._.._' _ SA SA - € t..._. ,.... _:.t sa _.. ------ SA ------- ......... _-. SA ..._. ��' .-._...... ` _..._. ...... ; .._ _.......___... , 3 \\t SARATOGA COUNTY SEWER ~` e I EXISTING WATER LATERAL AND,. DISTRICT EASEMENT CURB BOX TO BE ABANDONED } t\ PROPERTY LINE x� r r r / F TS� I U_ \`A �'CAI `! 66 i SIl,MATERIAL \ ti ;j ,_� I__ _........................._........... _.......... .._ EXISTING SANITARY _ <` \ I ! SEWER LATERAL '-6,\ ___...._..__. __.. d . I \ 268f�., _ Q�pp tnrys \ I =\ w \ Z I IJ W CL {) l t tSAN�.#11VH, MAIN E ! Fill-.i_. iE WAIER i �. RiMr:..69,22 �ti. 3 T•�`�, lam'_\ �i 3 6 r n... t,J ♦...1 �..S C) "4-.� WATER SYSTEM NOTES: EXISTING 3,425 SF AUTO PARTS STORE TO REMAIN 268,66 EXISTING 1 STORY BUILDING a..... ........ ..s.._ ._�.. ........ .. ....,:: Y..... ......... . .. r6 :' L 268,1 /r 1 . _..... 12' BUILD TO LINE f f ♦z \ 62.4' \--INSTALL INTERNAL 50 GPM GREASE TRAP, SEE MEP PLANS PROPOSED 3,285 SF EATING AND DRINKING ESTABLISHMENT CV 3 CONNECT TO 20" WATER X 2 6 5,8 2 MAIN WITH A 4"X2.0 TAPPING SLEEVE, VALVE, AND THRUST BLOCK .r �_..... _._._._._.;�___..__;.y�__.._......._.._._.:�--- _._.___------- .._ 4" DIP WATER SERVICE GB R'., F n = i€Z •Vr. L.l�: ti..tt,f\ (,.)RR. PLA,.s' i„ H[i!-tl}e:'. t:8 t \._ !... .. i K o P lF\ 09 a : I I , t E : , i z t,: + {\i � € MATCH EXISTING GRADE ALbNG .._______....... ___ EXISTING PAVEMENT EDGE, TYP. _'.__._....... ----__._.._._.. ............_.. �::.... ................. aA SA..._ ._...--------- _ 3 EX ±266.85lo 4 r , f -' :xj1 .. i EX ±266.70 'S44- 266.45 pq 2 .t FF�i! .. ....... _..... ...... .... _ ..._ ...... ........... __... _.......... _....._ ......_. _. ..............._ ._. J t i E+ :'tr xx ._......_._............_..__. .... ....... .. _.... .........._ _.... __ .. ...... _.......__....._..._._._....._ r :............._.._........____...._...._____...__..................._....._______...»_.__.._.,_._...._...................__..........._..._._.__.._._._.__.__...._.........__...._..._.._____.._----------------- ...............__......................................_.............._......__.._........._.___................._................_..._... EX ±267A 266.1 I PROPERTY LINE \ 265.9 ♦ i i 6 4 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5-0". 2. ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING, 3. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. 4. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER, THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 5. THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS, 6. NEW WATER SERVICES FROM MAIN TO CURB STOP SHALL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 7. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS, 8, THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH -ON PIPE, 9. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 10. MECHANICAL JOINT TAPPING SLEEVE SHALL CONFORM TO ANSI B16.1, CLASS 125 FLANGE, MSS SP-60 STANDARD, AND ANSI/AWWA C111 STANDARD, AND HAVE A MAXIMUM WORKING PRESSURE OF 20OPSIG FOR SERVICES 4-INCH THRU AND INCLUDING 12-INCH. 11. MECHANICAL JOINT RESILIENT WEDGE TAPPING VALVES SHALL CONFORM TO AWWA C500 STANDARD AND HAVE A MAXIMUM WORKING PRESSURE OF 200 PSIG, VALVE SHALL BE NON -RISING STEM TYPE AND SHALL OPEN "RIGHT" (CLOCKWISE) 12. WATERLINE SHALL BE CLASS 52 DUCTILE IRON, DOUBLE CEMENT LINED BITUMINOUS COATED CONFORMING TO AWWA/ANSI C151/A21.51, AWWA/ANSI C111/A21.11, AND AWWA/ANSI C104/A21.4. 13. VALVE BOXES A. CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. B. COVER SHALL BE STAY -PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 14. VALVES A. ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). B. R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON -RISING STEM CONFORMING TO A.W.W.A. C509, GLAND BOLTS SHALL BE ZINC COATED STEEL. C. ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. D, ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. E. VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. F. EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. G. MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 15 THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (U.F.P.O.) (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, 16, WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 17. BACKFLOW PREVENTION DEVICE TO BE INCLUDED WITHIN THE BUILDING. THE BUILDING PERMIT DRAWINGS WILL PROVIDE TYPE AND SPECIFICATION FOR TESTING WITHIN THE BUILDING PERMIT SUBMISSION FROM A MECHANICAL ENGINEERING PROFESSIONAL. TEST PIT DATA TEST PITS CONDUCTED 10/2/15 BY THE LA GROUP. TP-1 0" - 6" TOPSOIL 6" - 32" BROWN SILTY FINE SAND 32" - 84" DARK BROWN/GRAY SILTY SAND 84" - 96" BLACK FINE SAND 96" - 108" CLAY NO GROUNDWATER ENCOUNTERED NO EVIDENCE OF SHGW OBSERVED FALLING HEAD PERMEABILITY TEST: 40 INCHES/HOUR TP-2 0" - 6" TOPSOIL 6" - 24" TAN SILTY SAND 24" - 48" BRICKS, ASH (OLD FILL) 48" - 84" SILTY SAND, BROWN, MOIST 84" - 108" CLAY NO GROUNDWATER ENCOUNTERED NO EVIDENCE OF SHGW OBSERVED FALLING HEAD PERMEABILITY TEST: 15 INCHES/HOUR GRADING NOTES: 1. SURVEY INFORMATION PROVIDED BY THOMPSON FLEMING LAND SURVEYORS,P.C, BASED ON TOPOGRAPHIC SURVEY MAP DATED MARCH 22, 2018. 2. ALL GRADES SET IN THE FIELD SHALL BE COMPLETED BY A NEW YORK STATE LICENSED LAND SURVEYOR, 3. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL CONDITIONS TO THE OWNER'S REPRESENTATIVE. 4. THE CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR SHALL PROVIDE DUST AND EROSION CONTROL AS APPROVED BY THE OWNER'S REPRESENTATIVE. 6. THE CONTRACTOR SHALL BLEND ALL NEW EARTHWORK INTO EXISTING GRADES AT THE LIMITS OF GRADING. PROVIDE SMOOTH ROUNDED TRANSITIONS AT ALL TOP AND BOTTOM OF SLOPES. 6'5 5 LEGEND: 65, CB €., r 6 ..t l----- ............... ._. 59 82 t'._i x i `K �.., INS i._tE', €u;r U. A'ti9€BE ........... . _...._._. ............ .................__.._........ r- I \.x '' NI y �U _ _ ........ RIIvI=2 6 :'Cl 29 INV. �I ==26' 262.14 T_,.................I i i ................_.__... _U il]E. '152 2" S i`-.._.._...._....._.__.. S #- _ l�� x _ S A -- --------- .---- ---SA- I f-1 ('B i__---------- RIM= 64.98 INV=26" . 8 L The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose, Place. 40 Long Y Alle 518-587-8100 P Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for.• RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 2 r..ti \ \ L.r`l Project Title.- 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 - - PROPERTY LINE - '-- -----'-''-- - PROPERTY LINE - ADJACENT SITES 10 5 0 2 4 6 810 265 MAJOR CONTOUR 266 MINOR CONTOUR Scale: 1" = 10' 265 EXISTING MAJOR CONTOUR ...__. .ate A+ 66 -- - EXISTING MINOR CONTOUR ---------c '- -- --- - EXISTING GAS LINE E ""'-............ -- E----------- EXISTING ABOVE GROUND ELECTRIC ._.._..._._._.._._-..._..._---- u..__'__ EXISTING WATER SERVICE EXISTING STORMWATER -- SA -SA- - EXISTING SANITARY SEWER XXX.XX PROPOSED SPOT ELEVATION TEST PIT LOCATION Planning Board # 18.056 APPROVAL; 1 Z - &.-/I APPROVED UNDER AUTHORI OF A RESOLUTION ADOPTED BY THE PLANNING BOA OF IT OF SARATOGA SPRINGS. fib / CHAIRPERSON DATE SIGNED L'20-` 1 Project No.: 2018057 Design: DBH Drawn: KLT ChVd: DBH Date: 02/15/2019 Scale: 1"=10' Orawr"ng Title Site Grading, Drainage & Utilities Plan Drawing No. 389�2 S CONSTRUCTION SPECIFICATIONS: EDGE OF EXISTING 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR ROADWAY RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE<f- RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 25'-0" APPROVED SEDIMENT TRAPPING DEVICE. 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE OVER COMPACTED SUBGRADE PROVIDED AFTER EACH RAIN EVENT, STABILIZED CONSTRUCTION ENTRANCE o > O (.0 c0 0 J w m 10' MAX. 4- TO rL 36" MIN., 2" HARDWOOD FENCE POSTS, I DRIVEN MIN. 16" INTO GROUND 7777777�� ............ .. ::. :: :..: ... ..... 36" MIN. FENCE POST FLOW SCALE.NTS z 0 N z r Z EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. SILT FENCE SCALE. NTS 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE, LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. TEMPORARY STOCKPILE 10 MIL PLASTIC---- LINING STRAW BALES STAKED--� INTO GROUND 8'(MIN.) a a s a s 0 a 0 o 0 0 o a s a s a s CONCRETE WASHOUT SCALE NTS CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC z LINING " N lie co WOOD OR METAL STAKES (2 PER BALE) NOTE 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE PROVIDED AT EACH LOCATION. PROPOSED PAVING EXISTING PAVING KEYED PAVEMENT TO BE FLUSH WITH TOP COURSE EXISTING PAVEMENT TO REMAIN BINDER COURSE 142" MINIMUM DEEP KEY i INTO EXISTING PAVEMENT l r. PAVEMENT KEY COMPACTED BASE MATERIAL COMPACTED SUBGRADE SCALE NTS TOP COURSE - NYSDOT ITEM 402.098302 - 9.51`3 H.M.A., 80 SERIES COMPACTION -------- --- _�-TACK COAT - NYSDOT ITEM 407-0102 DILUTED 0 w 0;. o pC j' BINDER COURSE - NYSDOT ITEM _ ¢ - 402.198902 - 19F9 H.M.A., 80 w 0 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL- NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE - - CONCRETE SPECIFICATIONS 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. `\\\� 6" GRANULAR SUBBASE COURSE NYS T DOT SECT. 304, TYPE 2 COMPACTED TANDARD PROCTOR 095/0aS SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: 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. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COIIRSF PARKING 1-1/2" 2" 8" LOT STANDARD 1-1/2" 3" 12" ROADWAY SCALE.NTS BROOM FINISH PERPENDICULAR TO WALK --6" CONCRETE - SEE CONCRETE SPECIFICATIONS 7\- 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS \, DOT SECT. 304 TYPE 2 COMPACTED \' TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER S MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPE 2 TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROPERTY LINE. PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. COUNTY COMM. OF PUBLIC WORKS, 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR ALLEYS. 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT AUTHORITY MINIMUM SPECIFICATIONS. LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW CONSTRUCTION AND MATERIALS", 1985. WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,' (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER PLANNING BOARD. LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. CONCRETE PAVEMENT ON GRADE SCALE NTS PROVIDE CLEAN SQUARE 1/2" RADIUS CORNER WHERE BITUMINOUS CONCRETE 3/4" PREMOLDED WALK ABUTS CURB SIDEWALK EXPANSION JOINT 6" FINISH GRADE 1/4" RADIUS FINISH GRADE; BITUMINOUS FINISHEDGRADE 6„ OR LAWN, SEE PLANS PAVEMENT MT1 1 4,000 PSI POURED -IN -PLACE CAST -IN -PLACE ao_..' CONCRETE CURB SEE a CONCRETE ,Rl........ x � � c CONCRETE �` a CURB � � SPECIFICATIONS - Flo �. ----GRAVEL COMPACTED - z TO 95% STD. PROCTOR - COMPACTED GRAVEL BASE �SUBGRADE NYSDOT NOTE: EXPANSION JOINTS LOCATED COMPACTED TO 90% SECT. 304, ALONG CURB 10" O.C. MAX. STANDARD PROCTOR TYPE 2 6" 6" 6" FLUSH CURB IN PAVING 6" CONCRETE CURB TRANSITION CURB SECTION SCALE NTS CONCRETE SIDEWALK & APRON TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS TAPER CURB (AS NECESSARY) ::•,, + EXPANSION JOINT (TYP.) FULL DEPTH OF PAVEMENT CONCRETE APRON SEE CONCRETE SPECIFICATIONS TURF 6" CONCRETE CUR ZL TRANSITION CURB RADIUS 5' G BOTH SIDES �N\N ply _ OP 1-1/2" REVEAL STREET MAN WARPED PAVEMENT AREA (TYP. BOTH SIDES) DROP CURB AT COMMERCIAL DRIVEWAY SCALE NTS FREE STANDING "NO PARKING" SIGN TO FREE STANDING VAN ACCESSIBLE SIGN TO MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT MOUNTING HEIGHT AT BOTTOM OF SIGN). AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. L 4" WIDE PARKING 5�, CONCRETE LINES PAINTED WALK WHITE NON -ACCESSIBLE PARKING SPACE (TYP.) NOTE: MAXIMUM SLOP WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA NOTE: SHALL NOT EXCEED 1:50 (2%) " ' ` PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO ANSI 100, 1 HANDICAP SPACE STANDARD IN EVERY SPACES OVER HANDICAP 100. (AS PER N.Y.S. SYMBOL BLDG. CODE). LNO-PARKING STRIP PAINTED WITH 4" DIAGONAL LINES ACCESSIBLE PARKING 1'-5" cni ACCESSIBLE PARKING SYMBOL 4" POROUS ASPHALT PAVEMENT SURFACE COURSE PG 76-22P Fi 1" CHOKER COURSE: No. 57 STONE -- L 8" BED DEPTH, CLEAN UNIFORMLY -:-`;f ;;> ;: 4;_ t:> GRADED COARSE AGGREGATE, PLACED IN (2) LIFTS: No. 3 STONE < <: ;::" �:) ... o, 0 C, i C, c> f) i 3" No. 57 STONE INSTALLATION REQUIREMENTS SCALE NTS NOTES. ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY. SCALE NTS POROUS ASPHALT SPECIFICATIONS: 1. ASPHALT BINDER SHALL BE MODIFIED WITH FINISHED GRADE ELASTOMERIC POLYMER. POLYMER SHALL BE ADDED AT A RATE TO ALLOW ASPHALT BINDER TO HAVE A MINIMUM ELASTIC RECOVERY OF 60%, MIRAFI 160N ON SIDES 2. ASPHALT BINDER CONTENT SHALL BE A OF STONE MINIMUM OF 5.5% BY DRY AGGREGATE WEIGHT. 3, ASPHALT MIXTURE SHALL HAVE A DRAIN UNCOMPACTED TIME LESS THAN 0.3% PER ASTM D6390. SUBGRADE 4. DRAINDOWN RESULTS MUST BE SUBMITTED AND APPROVED BY DESIGN ENGINEER PRIOR TO APPROVAL OF JOB MIX FORMULA 1. DESIGN ENGINEER SHALL PROVIDE FULL TIME CONSTRUCTION 3. TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN OBSERVATION, INCLUDING TEMPERATURE MONITORING, DURING 275 TO 3250F. POROUS ASPHALT INSTALLATION. FIELD REPORT OF OBSERVATIONS 4. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. SHALL BE PROVIDED TO THE CITY ENGINEER'S OFFICE UPON 5. NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 COMPLETION OF INSTALLATION. CONTRACTOR SHALL PROVIDE 48 HOURS OR UNTIL THE ENTIRE SURFACE TEMPERATURE COOLS TO HOURS NOTICE TO ENGINEER PRIOR TO INSTALLATION. BELOW 100°F. 2. ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A TWO -AXLE 6. WATERPROOF MEMBRANE SHALL BE INSTALLED IN ALL LOCATIONS TANDEM ROLLER (VIBRATORY NOT ALLOWED) WITH A GROSS MASS WHERE POROUS ASPHALT ABUTS BUILDING FOUNDATIONS. BETWEEN 8 TO 12 TONS AND SHALL BE CAPABLE OF PROVIDING A MEMBRANE SHALL EXTEND TO THE BOTTOM OF THE BUILDING MINIMUM COMPACTIVE EFFORT OF 250 POUNDS PER SQUARE INCH FOOTING. OF WIDTH OF THE DRIVE ROLL. ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS AS FOLLOWS: 2.1, BREAKDOWN ROLLING: 275 TO 325°F 2.2. FINISH ROLLING: 180 TO 220°F POROUS ASPHALT PAVEMENT Planning Board # 18.056 The LA GROUP Landscape Architecture Engineering P.0 People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for - RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title. 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 OF W* Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 02/15/2019 Scale: N.T.S Rev: Description: Date: Drawing Title SCALE NTS Site Details APPROVAL: APPROVED UNDER AUTHOR A ESOLUTION ADOPTED BY THE PLANNING BOAWY OF CITY OF SARATOGA SPRINGS. f.Gt� CHAIRPERSON DATE SIGNED J,2,J,1q Drawing No. L- 5 A2020 SCALE.NTS SCALE NTS Nit A. END & CORNER POST TENSION BAR TENSION BAND WITH CARRIAGE BOLTS AND NUTS PROVIDE -" WASH ACROSS TOP OF FOOTING, TYP, 3,000 PSI CONCRETE FOOTING, 12" DIA. TYP. 18" DIA @ GATE POSTS 10'-0" O/C MAX. DUMPSTER ENCLOSURE FENCE LIGHT POLE AS PER LIGHTING — SCHEDULE AND SPECIFICATIONS. �n FINISHED GRADE — Z C9 o LIGHT POLE BASE CHAIN LINE, TOP SELVAGE KNUCKLED TOP RAIL LINE POST TOP SLEEVE CONNECTION VINYL SLATS, TYP. 1101 'M a LINE POST BOTTOM SELVAGE KNUCKLED 9" BOLT CIRCLE REQUIRED, SET TO MANUFACTURER'S TEMPLATE. V CHAMFER POURED CONCRETE BASE, 3000 PSI CONCRETE, RUBBED FINISH. 3/4 x 32 x 4 GALVANIZED STEEL BOLTS AS PER MANFGS.. SPECS., 4 REQ'D. REMOVE SONOTUBE TO A MINIMUM DEPTH OF 6" BELOW PROPOSED FINISHED GRADE. COMPACTED SUB- GRADE. CONDUIT, SEE SPECIFICATIONS. 2'- DIA. GROUNDING ROD, 14' LONG, TYPICAL `MOUNTING HEIGHT SHALL BE 14' 'ET CROWN FLUSH WITH -OP OF MULCH 3" BARK MULCH PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE PERENNIAL PLANTING SCALE NTS SCALE NTS SCALE NTS NOTES: TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. NEVER CUT A LEADER. TREE SHALL BE PLUMB & STRAIGHT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 1/8" GALV. STEEL CABLES @ 2/3 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE WI GALV. CLAMPS. `—GALV. TURNBUCKLE >1 PER CABLE EQ. Y 1 Q 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" 0 X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° ANGLE; STAKES TO BE OUTSIDE OF TREE PIT. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CV CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE - BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% 2'-0" UNDISTURBED SUBGRADE EVERGREEN TREE PLANTING +SEE NOTES ELEVATION "OTES FOR -ICATIONS :D POST & 1Y HARDWARE ) BY CITY EPARTMENT DRIVEN INTO ,ONCRETE BE USED) SCALE: NTS TEXT LETTER APPROX. SIZE OF SIGN M.U.T.C.D. NO, SIZE I TYPE A RESERVED °ARK."� SEE 12"xl8" P4-6C M.U.T.C.D. 1.5 S.F. B NO PARKING 4" 12"x18" P1-1 ANYTIME 1.5 S.F. SEE 30"00" C STOP M.U.T.C.D. 6.25 S.F. R1-1C DO NOT SEE WNW' R3-15C D ENO M.U.T.C.D. 6.25 S.F. ONE SEE 12N18" E � M.U.T.C.D. 1.5 S.F. R3-13C NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. SCHEDULE NOTES: 1. ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIAL CONSTRUCTION METHODS AS DETERMINED IN THE FIELD. 2. POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT. 3. ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS. 4, SIGNS TO BE INSTALLED WITHIN THE SARATOGA COUNTY RIGHT OF WAY SHALL BE REVIEWED AND APPROVED BY THE SARATOGA COUNTY COMMISSIONER OF PUBLIC WORKS. SIGNAGE +/- 19-3/8" -v M NOTES: + -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE I I AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. - 0 STAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE I METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 6" 6" 6" 6 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL—--- AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING SCALE NTS BIKE RACK POWDER COATED BLACK STEEL BIK RACK, MODEL 4180-IG-P BY BELSON OUTDOORS OR APPROVED EQUAL EXPANSION JOINT CONCRETE WALK- ACHOR ROD CONCRETE FOOTING COMPACTED SUBGRADE NOTES: 1. VERIFY DIMENSIONS OF BICYCLE RACK & STAKE LOCATION PRIOR TO START OF FOOTING CONSTRUCTION & INSTALLATION 2. INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS SCALE:NTS SCALE NTS Planning Board # 18.056 APPROVAL: APPROVEDUNDER Al TY OF A RESOLUTION ADOPTED BY THE PLANNING B C Y OF ARATOGA SPRINGS. ale CHAIRPERSON DATE SIGNED � 2-O- I I C1 The LA GROUP Landscape Architecture & Engineering P.C. Peopte. Purpose. PCace. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2017 Prepared for., RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 �O J►,NOS A , VI V► y�1, i 7rEOpt H Project No.: 2018057 Design: KMK Drawn: KMK Ch'k'd: DRC Date: 02/15/2019 Scale: 1"=20' Drawing Title Site Details Drawing No. • r. ISOMETRIC VIEW SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. 8" PRIOR TO PLACEMENT OF NEW PVMT. MIN KEY JT. LAWN RESTORATION PVMT. RESTORATION EXIST. PVMT. NOTES: TOPSOIL & SEED AS SPECIFIED NEW. PVMT, SEE DETAIL 1. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM _ TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF 1 °O TRAPPING ALL PARTICLES NOT PASSING A NO.40 SIEVE. 1 1 2. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH w w - 1 SUBBASE MAT'L.; REFER RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN 1-- TO NEW PVMT. DETAIL HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE o w BURIED METALLIC IDENTIFICATION - FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE `> > WARNING TAPE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF Z a O O BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE 0� INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED Q z z FINAL TRENCH BACKFILL BAGS ACCORDING TO THE PLAN NOTES. o o (SEE NOTE) —INLET GRATE w zo - PIPE ZONE BACKFILL � N �O PIPE ZONE BEDDING MAT'L STEEL FRAME FOR BAG REMOVAL FROM INLET z - PIPE O.D. + 24" C° MIN. INSTALLATION DETAI INLET PROTECTION - FINISHED PAVED AREAS Z bo SEE NOTE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER (GRAVITY OR FORCEMAIN OR STORM SEWER SEE NOTE SCALE NTS NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS") 1. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18 MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. 2. PARALLEL INSTALLATION 2.1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2.2. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 3. CROSSINGS 3.1. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. 3.2. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. UTILITY CROSSING DETAIL (2) 3/4" 0 THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPDXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. 4"0 DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. 1 PIPE LENGTH (18'-0" MIN.) EXCAVATION BACKFILL or� AND COMPACTION PER > CITY OF SARATOGA 0 SPRINGS STANDARDS z 2 �n LP' CRUSHED STONE PIPE BEDDING, AS 12" X 12" SOLID PRECAST — SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) CONNECTION TO WATER MAIN SCALE NTS PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS -PROPOSED 4"x20" TAPPING SLEEVE AS INDICATED ON THE PLANS EXISTING 20" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST -IN -PLACE CONCRETE THRUST BLOCK a O n .d o c UNEXCAVATED/ J. UNDISTURBED EARTH MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS SCALE NTS ITEM DEPTH MATERIAL NYSDOT METHOD OF TYPE PLACEMENT PIPE ZONE BEDDING 6" MIN. ANGULAR 1&2 MECHANICAL CRUSHED STONE COMPACTION PIPE ZONE BACKFILL 12" MIN. CLEAN SAND 1A OR 1 MECHANICAL COVER OR GRAVEL COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION PIPE TRENCH GRAC NOTES: SECTION A -A 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. NOTES: 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 4. UNDERGROUND PIPES AND CONDUITS ARE DESIGNED TO MEET OR EXCEED H-20 LOAD REQUIREMENTS. 1L"0 ROOFING FELT -HRUST BLOCK PLAN (TYP.) i SCALE:NTS WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I _DISTURBED SOIL NOTE: RETAINING GLANDS ACCEPTABLE FOR USE AS APPROVED BY CITY ENGINEER. 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: V±=LD W+I.D. -I.D. WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. TEE REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS PIP E AREASO FT - -- - --- -- -- 90° (1/4) BEND 45° (1/8) BEND 2-1/2° (1/16) BEND — -- 1-1/4° (1/32) BEND 6 3.2 DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIM I ONS D x L D x L D x L D x L 1.5 x 2.57 4.5 2.0 x 2.5 2A 1.5 x 2.0 1.2 1.0 x 1.5 0.6 THRUST BLOCK DETAIL SCALE NTS .v Planning Board # 18.056 APPROVAL: G Z . G- l Q APPROVED UNDER AUTHORITY OLUTION ADOPTED BY THE PLANNING BOARD O THE CI OF SARATOGA SPRINGS. CHAIRPERSON DATE SIGNED kaw= The LA GROUP Landscape Architecture & Engineering P.0 People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. V the LA Group 2017 Prepared fora RR Depot LLC 18 Division Street, Suite 401 Saratoga Springs, New York 12866 Project Title: 62-64 Excelsior Ave. 62-64 Excelsior Avenue, Saratoga Springs, New York 12866 of N31 EB` �ra.�F®03 ,Q'. E- . Lu m UJ cP �ljA � 091339 ki OF ES S1011,* Project No.: 2018057 Design: KM K Drawn: KMK ChYd: DRC Date: 02/15/2019 Scale: 1"=20' Drawing Title Stormwater & Utility Details Rev: Description: Date: Drawing No L-7 a4z2