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HomeMy WebLinkAbout20181046 18.055 Airosmith Site Plan Plans As-Approved318 West Avenue Mixed Use Building t COVER S1 SURVEY L-1.0 SITE PREPARATION, DEMOLITION, AND ESC PLAN L-2.0 SITE LAYOUT & MATERIALS PLAN L-3.0 SITE GRADING, DRAINAGE & UTILITIES PLAN L-4.0 SITE LANDSCAPE PLAN L-5.0 SITE LIGHTING PLAN L-6.0 SITE DETAILS L-6.1 SITE DETAILS L-6.2 SITE DETAILS 318 West Avenue, Saratoga Springs, New York 12866 SITE STATISTICS TAX ID / PARCEL NUMBER: PARCEL SIZE: ZONING: ZONING REQUIREMENTS: 178.48-1-16, 178.48-1-41, 178.-4-24 0,518 AC TRANSECT-4 URBAN NEIGHBORHOOD REQUIRED MAX BUILDING HEIGHT: 40' MIN % BUILD OUT ALONG FRONTAGE 50% FRONT BUILD -TO -LINE 12'-18' SIDE SETBACK 12' REAR SETBACK 24' MIXED USE BUILDING: RESIDENTIAL 2 UNITS COMMERCIAL 6,675 SF PARKING 25 SPACES PROVIDED 40' 50% 6' 12' 24' PARKING REQUIREMENTS OFFICE I SPACE PER 300SF 22 SPACES 300 RESIDENTIAL UNITS 1.5 PER UNIT 2 UNITS X 1.5 = 3 SPACES TOTAL SPACES REQUIRED 25 SPACES CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE EVALUATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR TO A 4. THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE IS REQUIRED. 5. THE COST OF CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER THE COST OF INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY CONSTRUCTION. 6. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OF 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 ROAD. 9. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. SPECIAL USE PERMIT NOTICE OF DETERMINATION CITY OF SARATOGA SPRINGS •�y� F A r SOAP,- 2 rF ,'P6 35 F FF vAP•F V AA ML i G[IEN= SaraiTgaS N_, t i 12866 s i Td: 518-56 4 I- 6 8 5e` 9,K 31?cZl: RIJTH Fs F%m A51GAI SLFS7 A ,aio l'OUC1r, OF DECISION in lhonalstter �i'tltr prcrinan n Kj>a::.d L i nvratif .•m 19 a ,A. h S4 e5'. €ni n heir inn r Cj, w;lydu,a n aniyplicatun,_- ap la xI-: Paid J-Lc.u.l ic.Jr q i o.nc. zad2 reaidei ial ir.r l, i-Jifin Ch, Tron,,+t4l 1tr1r lhivi iss ,l i.:d ill a i ,. 3arnl ,rf}s met uil 0 toL I'oliau. C-scy. [ oVri- llori K1'ar"'. 1. inNicorc rl.l-exdi4E SE QR<i avr:�t.a ian�bt�`�C'RR Paxs d3a.nil a-.P rr sa.. a,t C9nhtiSri,>n aN �LQR N'b t l lr 1 1 xrtt ri F rn l l i f un l appn h t„uaa t ."'l "AA . cu'au ; )Mastau,' ofcn ir, nms.rn i a , Icaucc. #'t3i'sr ♦vt1 m €irift cm t i fie ,dent 9 � c ytnial li hit fie r er c ­ f spe io p mul a8 set . tth in r..1.3 of the t it-t samicnm Spl rigs r tl9nxe U anw . waned tt .liyaruxt 21C;' 1 ilicia S le E 1 use jl3nn1 I n3e hdl r eNi uctgii bn the plat, n !' i this pp of Attill N} irw. if (Ile o plkani taii, t wtrrj+), tetra .r. ccsuumd condiriotis and . tai Ltn.htlo,ion. or.lherii hC impi„nentthii: 3plj ,a �.Rithit� l$ njonth, Inure t1'1S daie.- t> hb�Ta_21,i I)aie Chair — -- ARCHITECTURAL RE CITY OF SARATOGA SPRINGS -f, ZONING BOARD OF APPEALS P Co, 11, . 47' 4—t A: — „�,t { S,nJ;:oL•+Sf+lr .I�Etv,Y 12866 r„i5(E-5@r 3550 es}Sf9 S�-446'h ve"nri rP£L+YJ>f.>f'WW:..A.G 81E N., Kciti, K3psrv, i CWigler C CF•rs Y.atrti�.en C'Cc•.�w "20190204 IN THE MATTER Of THE APPEAL Of Ernith Cosier Real.€state Hcldingi, LLC 32. Clinton Street <_aeanoga springs Ny f NMIS to the —tt., of the ,ppe.1 frown the Buitdfng Inspectoi'a deo_rns ration invaivingprogesed construction of a milled off - and resideafia� "I"ofl bdicg at318West A .ii in the City of Saratoga SlinngNo.., oa York, be -teat; 1'-Parcel 4178.48-1 16 a,d 41 and 178. 4-24 on the assessment map afraid City. The applicant having aPpTiied h,1 an asaa variance under the Zoning Ordina— of said City to rolmit th construction of a two story mixed afP and rosidentval use huildE,g in a T,4 Nstdlt and prab4, noti.e haviN been duly given of a hearing oh said appFcattno hedd on March 18 and Apeff $,.2t.+1''. in ca-idaration of the, nalar- between benefit to fhe applicant smith detrlmert in the hea4h, safety ara weltare ofthe commkmity, `m0oo, the [o ww Ing aroa variance for the fr liow9ng eraount of relief: total relief Area of Rricei Required ExiselnR 0roposed ra t Frontage bu Id to ' ] `•k8' : $µ 6 Co'�� As per the subnr (led plans be approved as per this 8oard'stonsideratlon of fl,e ferflPu+iag f>ftetc,rs 1. The applicant has demonstrated this benefit cannot be actieved by other means feas+ble t thm ppc—t. Theanplit-thadsub hoed plans based ,p-thepia -t:ofthe =un-nty—ter irA, on the east pmrt!or of ,hepsopesty. However, after getting approval onthe placement of the building, a more currei e mai)was un-liedthat located xl,e uafcrfUte darer to the tneq.inngthe building to he m c,d as yfrom the easement. ":he building ,,as rede,'gned to reduce. the footpdiilt but c-iidn`t Ise reduced enough to be !mated within the. required front.go setback o? 12' 2 The eapf cartha, demonstr:Re+d t at &ranting th s a i sewn not create a u d ,able change io the neighlwr#toud chawtero, The o .nt sines tamlyhcme Mocamd apprdpimafe7y fi` from the frontage and this buialing vrill not enc,09ch any, further than 68, Fx[hcr the overhang on the building ,iii be 1', placing the building at 7'. >. ?he relietracµtested swnsidnred<ubstantial at StU%;bosveo r theaoplk.ait bar redoeed tho fuoiprinf of chai;uiixing and made elr possible dc.,g; chawoes to Mow fora e—tertiiner-asemeart. ,TIze pptk ant has demonstrated thi va62m:e w'ih oot h—iod.erse physi'A or .m5n;.umenta€+ffecton the neighborhood. TTt buidina w➢h conform to many of the new bmtldinBx csr Wet Avenue and a€thaiigit clay APPLICANT: Cassier Smith Real Estate Holdi 32 Clinton Street Saratoga Springs, NY 12866 ARCHITECT: Balzer & Tuck Architecture 468 Broadway Saratoga Springs, NY 12866 SURVEYOR: Thompson Fleming land Survey 12 Lake Avenue Saratoga Springs, NY 12866 P:\S\Smith, 318 West Ave S18-158\dwg\S18-158 Smith.dwg UY 46 r GENERAL NOTES / 3 l; l� 1DU[ u_cuyu r�t!y�-uri _ STOCKPILE AREA TYP 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY Yo u r e n S -- ri S a r] S Soc.. nf PLAN ENTITLED "LOT LINE ADJUSTMENT FOR CASSIER / _ SMITH REAL ESTATE HOLDINGS, LLC", DATED AUG. 6, 2018, AS PREPARED BY THOMPSON FLEMING LAND / L-6.0 VV o lb re r Ho ld i n s L C� ,1`�' lr S t. 0 0 �0 4_05 7 7 CONCRETE WASHOUT /,. / / � SURVEYORS, P.C. HORIZONTAL AND VERTICAL DATUM IS C.� / ` AS NOTED ON THE PROJECT SURVEY. / 2 L-6.0 v - In s t. #2 0 73 0,3`34 4 7 t�} , , STABILIZED CONSTRUCTION - Y ENTRANCE, TYP ,-\� I.Irlll.1/'1 A\I\/ 1"'\/!\A\/A TIl1R1 \A //'1111/ TI if . �� \`�> / ,"" ~~ GUN I KAU I UK IS Kt6F'UNJIbLt f UK ALL UAMAUt UUt / / %' I-'j' U E TO OPERATIONS INSIDE AND OUTSIDE OF THE BUILDING AND GARAGE TO BE REMOVED. - PINE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT / ` SEE ARCHITECTURAL DRAWINGS OF WORK THAT ARE DISTURBED SHALL BE RESTORED i TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COSTy. --F TO THE OWNER. CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF WORK i LINE. IF NO LIMIT OF WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. `- 6. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS / AND BENCH MARKS AND REPLACE AS DIRECTED ANY / ` WHICH ARE DESTROYED OR DISTURBED. t� " 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN CIO SCHEDULING CONSTRUCTION SO AS TO MAINTAIN `V XI,_. EXISTING VEHICULAR TRAFFIC PATTERNS, AND / / \ 'q�F ', _: \ .v /. MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN \ `S 1 PI .- F \ EY TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE \ ,. - TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND .� ! . ` \ \ �{ �, It f$ . �.��:.� � � : `� - OUTSIDE OF THE LIMIT OF WORK LINE. ASPHALT PAVEMENT 4 TO BE REMOVED 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS RAILROAD TIE WALL " C-D \ \ AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO TO BE CUT AT \ / CONSTRUCTION. FOR PERMITS ALREADY ISSUED, PROPERTY LINE CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND AND REMOVED -� / STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS �� / t THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S / REPRESENTATIVE.` / 9. ALL ALTERATIONS TO THESE 'DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. ..... f i 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN -� THE LIMITS OF WORK AS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'S REPRESENTATIVE. 15 'PI 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS � � � � . nT,9/ `r S -'"" " WHICH IS NECESSARY FOR A COMPLETE ��� / ��� PINE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING / / �AFj THE WORK COVERED HEREBY, THE CONTRACTOR rj - SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE 16 - CONTRACTOR'S FAILURE TO DO S0, HE SHALL AND WILL is is s �S �S �j �S �S �S �S 4 .� .. 0 1 MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. ^y f�,r t') ` f' �� 1 0. ,86 77 12. PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, EROSION AND SEDIMENT CONTROL NOTES STABILIZATION STEPS LIGHT POLE BASES PULL BOXES MANHOLES j REMOVALS NOTES: $ 1 > > TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE 8. SLOPES GREATER THAN 3:1 SHALL BE PROTECTED AND STABILIZED USING 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY AND/OR INSTALLATION ROLLED EROSION CONTROL PRACTICES. ALL PROPOSED PRACTICES SHALL PRACTICAL IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY 0 F ALL OF PROPOSED STRUCTURES OR UTILITIES. BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. TEMPORARILY OR PERMANENTLY CEASED. OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND EXISTING INFRASTRUCTURE FOR THE DURATION OF 2. IN AREAS WHERE SOIL DISTURBANCE HAS TEMPORARILY (NO EARTH RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE CONSTRUCTION. CONTRACTOR SHALL PROTECT AND 2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL 9. DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO DISTURBANCE FOR LONGER THAN 14 DAYS) OR PERMANENTLY CEASED, REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SARATOGA NYSDEC STANDARDS AND MAY INCLUDE WATERING WITH A SOLUTION OF THE APPLICATION OF STABILIZATION MEASURES MUST BE INITIATED AND MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND STRUCTURES, EQUIPMENT, ROADWAYS AND SPRINGS REQUIREMENTS. CALCIUM CHLORIDE AND WATER. COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE SOIL ANY OTHER APPLICABLE REGULATIONS. DRIVEWAYS. DISTURBANCE IN A SPECIFIC AREA HAS CEASED. 3. PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE 10. WHENEVER POSSIBLE, THE CONTRACTOR SHALL USE STAGED 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALLED AT PROJECT INGRESS AND EGRESS POINTS AND IN CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES. 3. WHEN CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE HAS INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS ACCORDANCE WITH THE PROJECT PLANS AND DETAILS. PAVED AREAS STOPPED AND EARTH -DISTURBING ACTIVITIES WILL BE RESUMED WITHIN UNLESS OTHERWISE NOTED. AND RELOCATION WORK WITH ALL TRADES, IF WITHIN AND OUTSIDE THE LIMIT OF WORK SHALL BE KEPT CLEAN AT ALL 11. SOIL STOCKPILES SHALL BE STABILIZED IN ACCORDANCE WITH NOTES AND 14 DAYS, INITIATION OF TEMPORARY STABILIZATION MEASURES IS NOT APPLICABLE. CONSULT ALL DRAWINGS AND TIMES AND AT THE END OF EACH WORK DAY. PLANS AND SHALL BE ENCLOSED BY SILT FENCE ON THE DOWNHILL SIDE. REQUIRED ON THAT PORTION OF THE SITE. 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE SPECIFICATIONS FOR COORDINATION REQUIREMENTS CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S BEFORE COMMENCING CONSTRUCTION. 12. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN 4. TEMPORARILY STABILIZATION OF BARE SOILS SHALL INCLUDE, AT A REPRESENTATIVE. 4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS PLACE UNTIL CONSTRUCTION IS COMPLETED AND ALL DISTURBED AREAS MINIMUM, SEEDING WITH ANNUAL RYE AT A SEEDING RATE OF 1 LB. PER 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL BECOME PERMANENTLY STABILIZED. 1,000 SQ. FT. AND MULCHED WITH WEED FREE STRAW AT A RATE OF 2-3 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, o STATE AND LOCAL SAFETY REQUIREMENTS DURING EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT BALES PER 1,000 SQ. FT. (100-120 BALES PER AC.) CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY CONSTRUCTION. EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 13. WHEN ALL DISTURBED AREAS REACH PERMANENT STABILIZATION, REMOVE OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND AND DISPOSE ALL EROSION AND SEDIMENT CONTROL DEVICES AND 5. AN AREA SHALL BE CONSIDERED PERMANENTLY STABLE IF ONE OF THE EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, 5. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT STABILIZE AND RESTORE SITES DISTURBED BY REMOVAL OF EROSION FOLLOWING HAS OCCURRED: FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR BARRICADES, FENCES, TO PROPERLY PROTECT THE ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL DEVICES. 5.1. A UNIFORM PERENNIAL VEGETATION COVERAGE WITH A MINIMUM OTHER TREES TO BE SAVED. WORK, EQUIPMENT, PERSONS AND PROPERTY FROM CONTROL FACILITIES. DENSITY OF 80 PERCENT HAS BEEN ESTABLISHED OVER A DAMAGE. ALL DAILY TRAFFIf' IN THE VICINITY OF THE 6. ALL CATCH BASIN INLETS SHALL BE PROTECTED FROM SEDIMENT LADEN SITE PREPARATION NOTES: PERMEABLE SURFACE. IN AREAS TO BE 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL EXCAVATION AND SITE SHALL NOT BE IMPEDED. RUNOFF. 5.2. BASE COURSE GRAVELS HAVE BEEN INSTALLED DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING PAVED. GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, a 7. ALL STORM DRAINAGE CONVEYANCES AND OUTLETS SHALL BE 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE 5.3. A MINIMUM OF 3 INCHES OF NON -EROSIVE MATERIAL SUCH AS STONE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. MAINTENANCE STABILIZED, AS REQUIRED, BEFORE THEY BECOME OPERATIONAL. PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE RIPRAP OR PERMANENT LANDSCAPE MULCH HAS BEEN INSTALLED. TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION 1. ALL EROSION CONTROL DEVICES SHALL BE 8. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO PREVENT EROSION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 6. UNLESS OTHERWISE NOTED ON PLANS, SLOPES THAT ARE 3:1 OR INSPECTED ON A REGULAR BASIS AND AFTER BEFORE GRASS IS ESTABLISHED AND PROMOTE FASTER VEGETATION STEEPER SHALL RECEIVE A ROLLED EROSION CONTROL PRODUCT (RECP), T' a EVERY STORM EVENT, AND MAINTAINED TO COVER. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY SODDING OR HYDROSEEDING A HOMOGENOUS MIXTURE OF WOOD FIBER a' ENSURE SATISFACTORY PERFORMANCE AND NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. MULCH WITH TACKIFYING AGENT. COMPLIANCE WITH PLANS, DETAILS AND LOCAL 9. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE Planning Board # 18.055 o �' REQUIREMENTS. MEASURES TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. SITE HAVE BEEN IDENTIFIED AND LOCATED. }o a 2. CLEAN ALL STORMWATER SYSTEMS OF SEDIMENT, 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY O. 06� o TRASH, AND DEBRIS ON A REGULAR BASIS. EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND aao v � a DETAILS. � E, 3. ANY DEFICIENCIES, FAILURES OR BREAKDOWNS m @ E EROSION AND SEDIMENT CONTROL DEVICES SHALL 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR Z BE REPAIRED WITHIN 24 HOURS. ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND o > a00LL PAY ALL ASSOCIATED COSTS. T 'S /Az_- ' 4 SILT FENCE, TYP. 1 L-6.0 LEGEND - - PROPERTY LINE ". CONSTRUCTION LIMIT LINE EXISTING VEGETATION - - - EXISTING ELECTRIC -SA- EXISTING UNDERGROUND SANITARY w EXISTING UNDERGROUND WATER SILT FENCE 4 L-6.0 LCM1 The LA GROUP Landscape Architecture & Engineering P.C. AMP&- PA7~ P&"- 4o Long Alley P-- 518-587-8100 Saratoga Springs fi 518-S8'T-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.- Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 0HE n UJ U Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 1/21/2019 2 Revised per City Comments 4/11/2019 Drawing Title SITE PREPARATION, DEMOLITION, AND ESC PLAN Drawing No Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson A Date Signed: 5"(.4'fq 10 5 0246810 L-1.0 a a 0) gr gj a� - _ ' Scale: 1 10 3 a 0 U 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. 7. 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 I RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 10. LEGEND CONCRETE CUR(L7. DETECTABLE WARNING STRIP, TYP 5 L-6 PEDESTRIAN TRAFFIC LOAD— CONCRETE SIDEWALK 41 / .. INFILTRATION TRENCH, TYP SEE L-3.0, GRADING, UTILITY `` r AND DRAINAGE PLAN a> J /. J1fr f lh' F �) e — — PROPERTY LINE ��, CONSTRUCTION LIMIT LINE CONCRETE JOINTS 6 L-6.0 .'.'...'.'.'.'.'..'.'.'.'.'. POROUS ASPHALT PAVING 9 L-6.0 a ° LIGHT -DUTY CONCRETE PAVING ASPHALT PAVING 7 L-6.0 f HEAVY-DUTY CONCRETE PAVING 8 —x—x—x—x— VINYL FENCE (D L-6.2 PARKING ID NUMBER Z , f - z Zs . ...... I ID 4.. r ;ID t C , / /f i --- �/" PEDESTRIAN TRAFFIC LOAD �/� �< < t � r �B, r %� 1 � . ; /, �) � � •� � f, ,; � CONCRETE SIDEWALK �`'•f , r , STOP SIGN f f / fr. �_ r'/i ! 1! r _ a� / 1 �i_. 1 w VEHICULAR TRAFFIC LOAD % �-�� CONCRETE APRON `,/. AND WALKWAY0.13 = �,. i f 0 s ..I LIMIT OF DISTURBANCE—� NOW M �.,,,,..,. � � � ,�� F.-. , �S1 0 / d hi / i , POROUS PAVING, TYP f �f TYPIL ASPHALT PAVING, TYP o .... ;• . rr / ... ... ...... .... . .0,71 �• n r f o n �, �4 g '/ . . ••' .'. D . '� ' ADA SIGN . L-6.1 ., , „ • • , y T f is ACCESSIBLE PARKING : 4- :... •. . BIKE RACK _ v ; OF a ' :.. '.'.'..' ' ' :'.. ' ::.... f a •. .. ........ ... a . a ., 1 6.5' • ... / 8.00' 8.00' v 5.00' CONCRETE PAD AT EN#� 41.0' I •• ... ... 318 WEST AVENUE MIXED USE BUILDING 24 ... cf ... .. . .. ... 0'38' .... . . • o ..... .� 00 a rn J ,27 13 5 i 00 � 'I i / �., _ _ — - ..,,1 k.. 6' HT. VINYL FENCE TRASH ENCLOSURE........... j CONC. PAD FOR TRASH RECEPTACLES CONCRETE PATIO 1 Cin,4 Q ` r� _ 1 :,..� l�� t i._ � t_ f f t,y- 1.`.. t r l j f( Y1 r'r i_,' ' le.../ 1 ;e✓ <...,> t 1, i I i✓ �.....i �. i....� t t,.,f `t...� 1 /1 ,V 6 r Planning Board # 18.055 Approval Approved under authority of a resolution adopted � 4 11 by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 5" a .M Lam The LA GROUP Landscape Architecture & Engineering P.C. P"Pfa. P"T~_ Pfau_ 40 Long Alley p: 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thelagrow.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 Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title.- 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 of NEw y l �O t� Or 0 dra133S v��v q�FESS% Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: 1"=10' Rev: Description: Date: 1 Revised per City Comments 1/21/2019 2 1 Revised per City Comments 4/11/2019 Drawing Title SITE LAYOUT & MATERIALS PLAN Drawing No. 10 5 0246810 L-2.0 e Scale: 1" = 10' / GRADING NOTES: / 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY / DATED 08/06/18 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS, P.C.. / 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. / 4' 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY / BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT "I THEY WILL NOT BE DISTURBED BY CONSTRUCTION. / 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS 1. MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH r INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL / SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S / REPRESENTATIVE PRIOR TO CONTINUING WORK. 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS / SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY // DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE 2 REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONNECT TO 6" WATER CONTINUING WORK. MAIN WITH 6"X6" L-6.2 TAPPING SLEEVE, VALVE, '� 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR AND THRUST BLOCK THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. , 304.1 , 4.. 1 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM OF CURB UNLESS SHOWN ` � OTHERWISE. 6 DIP WATER SERVIC 3 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING L-6.2 II N SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 'A. LIMIT OF DISTUR�ANCE 9. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY / \ . LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR /4 , ` T . ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES y INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. /�</ r 4' IIII 10. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING / _4/ %�/ TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO / TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR ` AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE v , STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED / OF OFFSITE. X 0 S / �! 11. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO , .. REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. '/ 11 , I I , " GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, / CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND �3 DETAILS. 4.5 304.E 12. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN / , AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH �11 ,: ` SURFACES SHALL BE FREE FROM IRREGULAR SURFACE 6 _'� 11, " /I /Y CHANGES. 2' WIDE INFILTRATION L-6.2 a TRENCH, TYP 13. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES '. ` x DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT / r MATERIALS DAMAGED BY CONTRACTOR SHALL BE 1 § I-) a y REPLACED IN KIND. / ,1. , y �,..} } ' 14. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL I/ ,, CODES AND ORDINANCES HAVING JURISDICTION AND OSHA j, / 1./ ,I �', REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN i I A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 15. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY / t / / /"I,I,_ \ I ,(1--.1/�,�I I-"P"I/I,)/"1/<II \ -/-I / ­,v7"--�-n,1-I''-"1-'' 1.___- _ - . /, I Z1111",//1''II/ ", "I I".,, ,,' I/ "rI"I . I .d // 1/I/" "/_I.I /. ,'/ "/, ,//'/ ,/'-!I�y,1,,I /­­)"I\_"1-k1, /.,i, 11-_ , /I ,/.:r ` r / / .1 ," ,(1/:_'�/ I //, 1I I/, / /I __ I/ I , // I/ ­/ , 1,/, -1'1, 1, .,1/I/.,11/',1/,_//, "/I _I1.I /,"/ j 4/ Q_'1" -)'V\\-1, "// I/ .LC 1/ (- I /1, )I- ,. ; ,I C/ A­ / , i 5 % ,' t /, _, , 0 , \ \., 1, �� � j l_ f ..'.-/".i..'S_. 11_�­) ­­­1" :* -_-_1/_"-11`.,-1­-- .- 0. 1, ,-­.("1_1._7,-t-"31­,,I .1. � f /. F, ' / --1,­/--­-II 1 t ­-1-,, - 7 , / � ' a - .- 250' TO NEAREST HYDRA r j {� jJ Yam/ { �� f 1/j� I' , ,< ° `, / ` J f � /%'cF ..1 z d..) i..s3� i "�'j Y •F `...r' ,� f x....l.., l_: ` t , ,,_< 1 1 e.._. ,<..% ✓...y.- , , ° C` , t } // �} V!;i J,V \\k1/, II' \, 11 i1; Y: t;. i y f t t -v � / - ---yyyy / . � r � 1 � tom' �_. � v / 1 - i � > u ,' ./ �•' 1 / ,/ c/ INTO EXISTING, PROVIDING VERTICAL CURVES OR DOWNSPOUT, CONNECT ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. /w TO INFILTRATION TRENCH / UNDERDRAIN 16. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE / 304.85 EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND � ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO ; � ' PREVENT EROSION OR DAMAGE RESULTING FROM / CONCENTRATED RUN-OFF, WHEN IT IS NECESSARY TO 304.85 INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR / UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S / REPRESENTATIVE. �` 11 17. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO / NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE 15 - __ STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN -DOWNSPOUT,CONNECT TO INFILTRATION TRENCH UNDERDRAIN TP-3 -i W --_���.�IZ:�5�Z.-..-.,- .:-�1>, ,* .�. l_. ...-._*X -;.. f.., ,1 . . -..........--,.,.,.*-.*..,.�\.. .....'.......-..%,..... ..... -. ....,...... .'.... ...-.I� ".... .._.. ........%.... *...._. -.... ........,....,.=....."..'...... ..., -............".... .......*,.............I....................I......... ................�.......-_.......-.I.........�.. ..... \�.. .. . .*. I. .. . ..-IIi. .. ., ..�........ ....- ... . . � , .,.. I�.... I ;...I .._�\.I ...,...."..-... -."../....II.....1,...V......,­1."W..".,.'....*..-. " .. .;..I. ....._.t� .. . ... .....* . .I. . ..* ..-,I v... ...-.4.... ".. ..,.�V..I.1.. ,1�....., 'T.&, ...I.Ir"....�I ..1....�......­.,.., - ..".!?......,I­.J ,; --... ...1..I ..*.. %....;.,..�.... .-,.'.4�......, , *.I�,,._ .. 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"_�..�.%' .. .- ..I I-, .1.-.1....,M1. -­­.. ...N..../-..I-....-... '1. ,....-I /..-I .c*.".,....,I.*.­.. *._/X..../.. ,Z , ....., . ., .,..8- ."-'m 1/....I. ..�..I..."..'. . .1 . I, , I , /.-I I.. I.1I, .,- ._#I --_.-� ._--/1� /-1I ._"- IkI.--, ,1' -- I1/ / . 11 (5, "I-,-�� 1, � 7",-,I,/ /_,I�_1I. "-1./ s • /I / f POROUS PAVEMENT \:\1 I. -I ,/ f /, f _. _ //, OBSERVATION WELL \ , 302 . ... 303.55 / <C`,_T . .. {.,. r. __ _. . f .. r :.•,.• I. f • I' i ...'.'.'.' ' ' . ..'.'.' ,. . . �, . . • r ... ... .. . .,r ..' ... ... .:. • . ay. y _ /r . . `. . 111 e •Z !.. . .... .. " > r,, .. • ".... • .. . ... . /` /' jJj f r ' , r e - 11 11 \ _ , ,. , / ,/ - . l ; r ' 9 �`• POROUS PAVEMENT I X -sII , L-6.0 r y y t (.. f/ �'p \ �" x , \ i � , POROUS PAVEMENT - - / (t _ u _ 0 k_ ' \ BSERVATION WELL \, �, ,.r g _N 303.43 �` , 3 _ �� 303.43 ........ I, ..... : : '.. - • • .'. _ , ... .. .... ;..- . : :. ... .'.. • } ,.... . v, , \. . ... { . . ..: :' : . t / 'a - II .. ..., .. ;' . `4LIMIT OF DISTURBANCE .'. . . 0 'f....: t .3 � n y, . . \ •. f .. .... ,12• � 303.70 5 , . .'\.. ,w - / 1,s�1 304.85 .. ,5 , .. ,- . -. .. 303.20 • , . 304.8565 LF OF 6" PERFORATED 305.35 ; \ \ ��� ? % HDPE PIPE WITH CAP 305.25 /.\', /h �� • .. .... 11 t ......'.' ' •'..:', ' •�• •••' POROUS PAVEMENT \,, - 77y, ........ ' •f, __ ' , � .._ ,- / _.. I j OBSERVATION WELL ;y 6"HDPE PIPE, CONNECT t ... •.. � 4 4,$5 INTO ROOF DRAIN y\ \ :.' w ' f Z. / } I 2 WIDE INFILTRATIONI. t L-6.2 TRENCH, TYP '•'.'.'......... ' •'•'•'... '... .% � `� •.• } ..,....'.'.%. • . : '.'.. 6" SDR 21 SEWER SERVICE, i _ 3 318 WEST AVENUE MIXED USE BUILDING HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS 7 /-'' GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND / -��` t w.- SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY "/``-'`6- - &# 6 DRAWINGS OR AS DIRECTED BY THE OWNER'S / ;, - # �Q 2' WIDE INFILTRATION REPRESENTATIVE.`` TRENCH, TYP L-6.2 _, 18. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO / f, WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. e 19. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE �,' CONSTRUCTED W/SLOPES NO STEEPER THAN 1 FOOT 1. (VERTICAL) ON 2 FOOT (HORIZONTAL). TEST PIT DATA LEGEND - - PROPERTY LINE �.; . ��•= CONSTRUCTION LINE LIMITS 850 MAJOR CONTOUR 852 MINOR CONTOUR ----- -- 5 -,, - EXISTING MAJOR CONTOUR ---- --- 852 - ---- EXISTING MINOR CONTOUR +- 857 PROPOSED SPOT ELEVATION PROPOSED WATER LINE SAN PROPOSED SEWER LINE TP-1 0 - 6" TOPSOIL, DECOMPOSED ORGANICS 6 - 36" 10 YR 5/6 COARSE SAND, ROOTS TO 30", MOTTLING @ 36" 36 - 72" 10 YR 2/1 DARK GREY SAND, SOME STONES, STRONG SEEPS AT 72" SHWT @ 36", GROUNDWATER AT 72" NO FALLING HEAD PERMEABILITY TEST COMPLETED TP-2 0 - 6" TOPSOIL, DECOMPOSED ORGANICS 6 - 18" 10 YR 3/2 SANDY LOAM, ROOTS TO 10", SMALL STONES 18 - 36" 10 YR 5/6 COARSE SAND, SMALL STONES 36 - 54" 10 YR 2/1 DARK GREY GRAVELLY SAND, SOME STONES, MOIST, DISTINCT MOTTLING AT 42" 54 - 66" 10 YR 2/1 DARK GREY SAND, WET, STRONG SEEPS AT 66" SHWT AT 42", GROUNDWATER AT 66" FALLING HEAD PERMEABILITY TEST COMPLETED AT 6" P1 40 (INCH/HOUR) P2 30 (INCH/HOUR) P3 25 (INCH/HOUR) P4 25 (INCH/HOUR) P5 25 (INCH/HOUR) P6 25 (INCH/HOUR) INFILTRATION RATE STABILIZED AT 25 IN/HR. TP-1 304 - 303 ' 05. ..•.'.•.°.°,• ..'..'.. •:..'.'.'.•.'.'.: r V;�-��....; .' ._ :..'..':" •:.. ...:...'.. ..' °,'• L- . r 6 ', �• 2 MIN. 2%SLOPE � � , / :. J c\ .:' : f r( / J , y ' . • ` .. 3Q : 5`• ' ._.:.:.•.....:.:...:.:... o .: •� ; 5 RAISE SANITARY MANHOLE '? . •.... ..._,' to - \� '`• •. :. ::' •'�'�' •'.::•'..... L-6.2FRAME AND COVER r . .'. :............. ... y ........'.'..'. •• ... .. . . ' . \ , , ...�4 •..:.....'..: ':.. RIM = 304.30 ,, . ... ., t ' - EXISTING INV.N. 289.92 I EXISTING NV. S. - 289.92 ;' • �: NEW INV. IN (INTERNAL DROP) = 299.80 • ' . 1 .L ' S AN MH • ° '• . RIM 302.72 I�/ .. .. . . I'll/ .... ,,� IIIIIIIIIIIIIIIIIIIII .. : . :: _ II .2 2 / x t . %..� .. .......... r' .. 1­_­ 4.65 A�m .... . f 11/ 4.5 I `I - ..' .. .. .. 1 .:. " .'..'.' _.', . J .. I-..... ..... ... ... - - - ..: .... .. ...-.r.-.. .. ..., . _.. ,... _... yF• \ /, -1 x�/` p/) r - /� z � . , s �, ._ ,,_,, � :..,T L / : rI 1 I s 1,..,i ..� I ('N11 _ , W: f _ ?! J , \ .. \`. , .... , _ . ._._. r �� v _,S��� "N . I , ,f / , �, 1.1­ .7 TP-3 0 - 6" TOPSOIL, DECOMPOSED ORGANICS, BURIED ASH 6 - 36" 10 YR 5/6 COARSE SAND, MOTTLING @ 45" 36 - 72" 10 YR 2/1 DARK GREY SAND, SOME STONES, STRONG SEEPS AT 72" SHWT AT 45", GROUNDWATER AT 72" FALLING HEAD PERMEABILITY TEST COMPLETED AT 8" P1 60 (INCH/HOUR) P2 30 (INCH/HOUR) P3 25 (INCH/HOUR) P4 20 (INCH/HOUR) P5 20 (INCH/HOUR) P6 20 (INCH/HOUR) INFILTRATION RATE STABILIZED AT 20 IN/HR. - DOWNSPOUT TO DISCHARGE TO SPLASH BLOCK . .. - 1 � I � / I/ 1; ", FALLING HEAD PERMEABILITY TEST SHALL BE COMPLETED AT TP-1 BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO CONSTRUCTION, AND RESULTS SENT TO THE CITY OF SARATOGA SPRING ENGINEERING DEPARTMENT 9 } P) d 1, R . Planning Board # 18.055 Approval pproved u er authority of a resolution adopted q -9- &e. i Board of the City of Saratoga Springs. 6� h °irp erson Date Signed: ! -51,1(o M i kamm The LA GrOxfC)"UP Landscape Architecture & Engineering P.C, P . P-7"e. Place. 40 Long Alley � 518-587-8100 Saratoga Springs f. 518-587-0180 NY 12866 www.theIagroup.coin Unauthorized alteration or addition to this document is a violatio n of Section 7209 of the New York State Education Law. c0 the LA Group 2017 Prepared for:• Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title.- 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: 1"=10' Rev: Description: Date_ 1 Revised per City Comments 1/21/2019 2 Revised per City Comments 4/11/2019 3 Revised per City Comments 5/8/2019 Drawing Title SITE GRADING, DRAINAGE & UTILITIES PLAN Drawing No. 10 5 0 2 4 6 8 10 L-3. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII 1111111111111111111111111--_11111111 IIIIIIIIIIIIIIII Scale: 1" = 10' PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES Cl 2 Crataegus crus-gali v. inermis Thornless Cockspur Hawthorn 2"-2 1/2"cal. B&B ORNAMENTAL TREES MA 2 Malus'Adirondack' Adirondack Crab Apple 1 1/2" cal. B&B CC 1 1 Cercis canadensis Eastern Redbud 1 1/2" cal. B&B SHRUBS Hp 13 Hydrangea Pan icu lata 'Little Lime' Little Lime Hydrangea 18"-24" ht. Ig 12 Ilex glabra'Shamrock' Shamrock Compact Inkberry 18"-24" ht. Sb 4 Spirea bumalde'Anthony Waterer' Anthony Waterer Spirea 18"-24" ht. To 18 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 18"-24" ht. rk 20 Rosa 'Knock Out' Mounding Knock Out Roses 18"-24" ht. GRASSES ca 5 Calamagrostis x Act. 'Karl Foerster' Karl F t Reed G #2 t pv 11 Panicum virgatum 'Shenandoah' ar oers er ee Grass cont. 4 Shenandoah Switch Grass #2 cont. Hp 7 Ig '. Pv .. , Cl % / t~ ` f 3 r l r r.. r ZL •,• �' To LIMIT OF DISTURBANCE r EXISTING WOODS _e 2 Hp - Pv • • . - a . • • 'CO 4 Ig 1 4 Sb�' / 318 WEST AVENUE 7 MIXED USE BUILDING rk I 3 HpCl 1 •I 6 • f J Q* - - 3 Hp f MA 3 f ca PLANTING NOTES: 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR'FULU, OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6. IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATES-I DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY. 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20. ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1. PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 24. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENT AGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85% 95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25% 90% 90% 25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 PPM #270 22 55 .002 2 7 Planning Board # 18.055 Approval Approve nder authority of a resolution adopted q'g' by I n ng Boar of the City of Saratoga Springs. air erson p Q Date Signed: I 1 1 _.r. LEGEND - - PROPERTY LINE ME CONSTRUCTION LIMIT LINE O SHRUBS L-6.2 PERENNIAL & ANNUAL PLANTINGS + DECIDUOUS TREE 8 L-6.2 ORNAMENTAL TREE 8 L-6.2 - LAWN LCM1 The LA GROUP Land Architecture SCa�}e CLU7E & EItglnEeTlitfj P.C. PIT& P"P~- PlaAs- 40 Lung Alley f- 518-SBT-8100 Saratoga Springs Ji 5I8-58y-©I80 NY 12866 www.theL-cgroup.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.• Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title.- 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: 1"=10' Rev: Description: Date: 1 Recised per City Comments 1/21/2019 Revised per City Comments 4/11/2019 Drawing Title SITE LANDSCAPE PLAN Drawing No. z ao 8' MIN. 0 0 o a a ® 0 o 0 0 0 0 CONCRETE WASHOUT CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) -STRAW BALE 10 MIL PLASTIC LINING .� CV WOOD OR METAL STAKES (2 PER BALE) 10 MIL PLASTIC NOTE: LINING 1. WASHOUT AREA SHALL BE SIZED BY THE __-STRAWBALES STAKED CONTRACTOR TO ADEQUATELY CONTAIN INTO GROUND CONCRETE CLEANOUT. 2. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. CONCRETE WASHOUT CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 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. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. EDGE OF EXISTING ROADWAY SCALE: NTS 5. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 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 APPROVED SEDIMENT TRAPPING DEVICE. 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 1 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 STONE MATERIAL OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE SCALE:NTS NOTES: 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 w T. w ❑ > w 0 m Q - cfl C7 �p O :: J w :: m TO 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 36" MIN. FENCE POST J J v w t - O m Q ........... ............N u_ PERSPECTIVE VIEW 4�-Of -FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FILTER FABRIC-� 0 FLOW e z co g 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 U 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 DETAIL 1 A °0 © ° 0° @° 0° @° °@ 0 0° @ @ @ @° @ @ @ @ @ °@ @° °@ @° 0° °0 @° o B B T @ @° °@ @° @° 0° DOME O O O O O O O @° @ 0° °@ @° A 1'-0" PLAN-TILE DETECTABLE WARNING 1 _1 M �1 O 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION A -A ` DOME INTERNAL EMBEDMENT FLANGE AT 3" C/C SECTION B-B 10/16" OHOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A. I' � �', Tactile Systems JOINT SEALANT PER SPEC. A 6 x 6 - W6.0 x W6.0 WELDED WIRE �W FABRIC WITH 12" MIN. LAP SPLICES & 3" BOTTOM CLEARANCE PREMOLDED EXPANSION G JOINT FILLER I- 1/2" JOINT EXPANSION JOINTEXPANSION JOINTS TO OCCUR 20' O.C. MAX OR AS SHOWN ON PLANS & AT ALL CURBS, WALLS, PIERS & WHERE SHOWN ON PLANS OR OTHER DETAILS. 1 /8" JOINT CONTROL JOINT CONCRETE PVMT. EXPANSION/SCORE JOINT L.6" L. 4" POROUS ASPHALT PAVEMENT SURFACE FINISHED GRADE ----.� COURSE PG 76-22P MIRAFI 160N ON ol 1" CHOKER COURSE: No. 57 STONE SIDES OF STONE 0 `' � � 8" BED DEPTH, CLEAN UNIFORMLY GRADED 000ARSE AGGREGATE, PLACED IN (2) LIFTS: ? CG` 0 G . ' C 0 0 No. 3 STONE t' o '0 ` BUILDING PROVIDE WATERPROOFING C } 0 v � � MEMBRANE(TUFF-N-DRI XTS 3" No. 57 STONE W/ WARM-N-DRI ' UNCOMPACTED INSULA110N/DRAINAGE BOARD 6" PERFORATED SUBGRADE / OR TUFF-N-DRI BARRIER BOARD)ALONG BUILDING PIPE WITH SOCK, WHERE INDICATED LOCATIONS WITHIN 25 FT OF POROUS ASPHALT PAVEMENT POROUS PAVEMENT SCALE:NTS SCALE:NTS SAWCUT JOINT WHERE SHOWN ON PLANS 6 x 6 - W6.0 x W6.0 WELDED WIRE FABRIC WITH 12" MIN LAP SPLICES & 3" BOTTOM CLEARANCE TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT. SCALE:NTS -TOP COURSE - NYSDOT ITEM NOTES: 402.098302 - 9.5F3 H.M.A., 80 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON TACK COAT - NYSDOT ITEM ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY 407-0102 DILUTED REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. BINDER COURSE - NYSDOT ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN -19F9 H.M.A. 80 402.198902 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. SERIES COMPACTION PG 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR BINDER LIQUID ASPHALT)CORE ( SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING _ GRADE SHALL BE PG 64-22 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 COMPACTED GRAVEL - COMMENCING PAVING OPERATIONS. NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL ESAL SUBGRADE - COMPACTED TO TYPE COURSE COURSE COURSE LEVEL 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. PARKING 1-1/2" 2" 8" <0.3 LOT MILLION STANDARD 1-1/2" 3" 12" <0.3 ROADWAY MILLION BROOM FINISH PERPENDICULAR TO WALK J ` 6" CONCRETE - SEE i CONCRETE SPECIFICATIONS SCALE:NTS �6" GRANULAR SUBBASE COURSE NYS 0 t° J �-8" GRANULAR SUBBASE COURSE NYS T..F.ft r� DOT SECT. 304, TYPE 4 COMPACTED f / 7 \ \ \\°� > DOT SECT. 304, TYPE 4 COMPACTED ~/ TO 95% STANDARD PROCTOR I ''l'\'%'J TO 95% STANDARD PROCTOR ` SUBGRADE COMPACTED TO ' 90% STANDARD PROCTOR \�f SUBGRADE COMPACTED TO f''`'` 90% STANDARD PROCTOR ' 6" X 6" NO s WOVEN WIRE NOTE'`, NOTES: MESH EXCEPT A.O.B.E. EXPA', ION JOINT SPACING - 20'-25' O.C. EXPANSION JOINT SPACING - 20'-25' O.C. CON; �.,�L JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. NOWNAh CROSS SLOPE -1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) NOMINAL CROSS SLOPE -1/8" TO 1/4" PER FOOT (MAX, SLOPE 1:50 TYP.) TO) i S STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO MIN. OR AS ORDERED BY CITY ENGINEER BE 5' 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 ALLEYS. 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. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH MINIMUM SPECIFICATIONS. CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL SHALL MEET OR EXCEED THESE COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE CONSTRUCTION AND MATERIALS", 1985. AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE LESS," (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE PAVEMENT ON GRADE TRANSITION CURB 5'-0" SECTION TRANSITION CURB SCALE: NTS INSTALLATION REQUIREMENTS: ASPHALT SHALL BE IMMEDIATELY ROLLED WITH A TWO -AXLE TANDEM ROLLER (VIBRATORY NOT 1. ALLOWED) WITH A GROSS MASS BETWEEN 8 TO 12 TONS AND SHALL BE CAPABLE OF PROVIDING A MINIMUM COMPACTIVE EFFORT OF 250 POUNDS PER SQUARE INCH OF WIDTH OF THE DRIVE ROLL. ROLLING SHALL OCCUR WHEN MIX TEMPERATURE IS AS FOLLOWS: 1.1. BREAKDOWN ROLLING: 275 TO 3257 1.2. FINISH ROLLING: 180 TO 2207 2. TEMPERATURE OF ASPHALT MIX AT THE PAVER SHALL BE BETWEEN 275 TO 3257. 3. ASPHALT SHALL BE PLACED IN A SINGLE LIFT. 4. NO TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT FOR 48 HOURS OR UNTIL THE ENTIRE SURFACE TEMPERATURE COOLS TO BELOW 1007. 5. WATERPROOF MEMBRANE SHALL BE INSTALLED IN ALL LOCATIONS WHERE POROUS ASPHALT ABUTS BUILDING FOUNDATIONS. MEMBRANE SHALL EXTEND TO THE BOTTOM OF THE BUILDING Planning Board # 18.055 FOOTING. POROUS ASPHALT SPECIFICATIONS: Approval 1. ASPHALT BINDER SHALL BE MODIFIED WITH ELASTOMERIC POLYMER. POLYMER SHALL BE ADDED AT A RATE TO ALLOW ASPHALT BINDER TO HAVE A MINIMUM ELASTIC RECOVERY OF der of a resolution adopted pro ed u authority 2. sor. ASPHALT BINDER CONTENT SHALL BE A MINIMUM OF 5.5% BY DRY AGGREGATE WEIGHT. I t n in oar f the Cityof Saratoga Springs. �� � 9 3. ASPHALT MIXTURE SHALL HAVE A DRAIN TIME LESS THAN 0.3% PER ASTM D6390. h lrperson 4. DRAINDOWN RESULTS MUST BE SUBMITTED AND APPROVED BY DESIGN ENGINEER PRIOR TO APPROVAL OF JOB MIX FORMULA Date Signed: SCALE: NTS The LA GROUP Landscape Architecture &Eraineering P.C. ?e°ra- P"70se- PGraa 40 Long Alley ,r 518-587-8100 Saratoga rin s _ 51s-587-01 80 MY 12,866 www.6h-Jagroup.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 fora Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Tit/e: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: As Noted Rev: Description: Date: 1 Revised per City Comments 1/21/2019 2 Revised per City Comments 4/11/2019 Drawing Title SITE DETAILS Drawing No L-6.0 SCALE:NTS SCALE:NTS #4 NOSE BAR CONTINUOUS SCORE JOINT CONCRETE WALK W.W.M. N 1-1 ZD POURED IN PLACE INTEGRAL CONCRETE CURB 4,000 PSI 28 DAYS _ COMPACTED GRAVEL NYS DOT SECTION 304, ZD TYPE 4 - COMPACTED OR UNDISTURBED SUBGRADE 6" d 19 -77 o o 777 "i t t c f:. 6" I 6" INTEGRAL CONCRETE CURB CONCRETE SIDEWALK & APRON TYPE 1 AT NON -VEHICLE TRAFFIC AREAS TYPE 2 AT VEHICLE TRAFFIC AREAS �ku %1' EXPANSION JOINT (TYP.) FULL DEPTH OF PAVEMENT RADIUS 5'--� APRON AT DRIVEWAY NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. *WATTAGE SHALL BE AS DIRECTED BY CITY ELECTRICIAN. 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. 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 DICONNECT 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. IN CONNECTION ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, RERRAZ SHAWMUT FEB-21-21 1 P 6000V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IN CONNECTION 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 LAM. 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 INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. BLACK FINISH POLE WELDED FOR SINGLE UNIT CONSTRUCTION z 0 ACRYLIC LENS DECORATIVE STREET LIGHT 2 0 w N 1" RADIUS SMOOTH RUBBED FINISH FINISH GRADE CONCRETE APRON SEE CONCRETE SPECIFICATIONS r—TURF M\N�NG 1-1/2" REVEAL STREET -WARPED PAVEMENT AREA (TYP. BOTH SIDES) 20" SCALE:NTS SCALE:NTS FINAL -SAME FINISH AS POST LED ROOF -MOUNTED OPTICS HEAT SINK FOR HEAT TRANSFER STERNBERG ORNAMENTAL FIXTURE MODEL D650SRLED 66 WATT LED (4ARC22) 2200K COLOR TEMPERATURE SEALED LED/OPTICAL ASSEMBLY LED DRIVER W/ ELECTRIC QUICK -DISCONNECT 3" HEAVY WALL CAST ALUMINUM FITTER WELDED TO POLE TOP (W/ PHOTO CELL) STERNBERG MODEL 3" TO 4" TAPERED POST 6061-T6 STRUCTURAL GRADE ALUMINUM 0.125" WALL NO.4212-T BLACK FINISH POLE WELDED FOR SINGLE UNIT CONSTRUCTION —ACCESS DOOR WITH FLUSH STAINLESS STEEL ALLEN HEAD SCREWS — 0.250" WALL 17" DIA. BASE WITH 0.750" FLOOR THICKNESS 4 ANCHOR BOLTS AND 1 GROUND LUG. INSTALL LIGHTS DIRECTLY ON BASE USING %" DIAMETER Xy" THICK WASHERS 4" CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 80 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR co v 0 0" 2 3/8" r IOUNT EMBED MOUNT FRONT VIEW CORE DRILLED MOUNT IN EXISTING CONCRETE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY, THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 4238-014. HOLE 0 BIKE RACK PARKING LIGHT DETAIL SCALE: NTS SPECIFIED LUMINAIRE AREA LIGHT TAPERED STEEL POLE HAND HOLE 3" X 5" 12" ABOVE BASE COVER FINISHED GRADE CONCRETiE POLE BASE, 1 i � 9 i Approval F ve under authority of a resolution adopted �i1'`q �;y,under g Bo - of the City of Saratoga Springs. C airperson Date Signed: SCALE: NTS NOTE: MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALL NOT EXCEED 1:50 (2%) FREE STANDING "NO PARKING" SIGN TO ALIGN EDGE OF PAVEMENT WITH MEET ANSI STDS. (12X18" MIN. SIZE. 4'0" MIN. LIMIT OF ACCESSIBLE PARKING MOUNTING HEIGHT AT BOTTOM OF SIGN). FREE STANDING VAN ACCESSIBLE SIGN TO MEET ANSI STDS. (4'0" MIN. MOUNTING HEIGHT AT BOTTOM OF SIGN). SIGN SHALL NOT BE OBSCURED BY A VEHICLE IN THIS SPACE. NO -PARKING STRIP PAINTED WITH 4" DIAGONAL LINES NOTE: PROVIDE 1 ACCESSIBLE SPACE IN EVERY 25 PARKING SPACES UP TO 100, 1 HANDICAP SPACE IN EVERY SPACES OVER 100. (AS PER N.Y.S. BLDG. CODE). 0 c6 4" WIDE PARKING LINES PAINTED WHITE 8.00' TYP. ACCESSIBLE PARKING SEE NOTES SEE NOTES FOR SPECIFICATIONS STOP w 0 Z w GALVANIZED POST & BREAKAWAY W HARDWARE APPROVED BY CITY TRAFFIC DEPARTMENT (CONCRETE SHALL NOT BE USED) 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. rN, TRAFFIC SIGN SCHEDULE 8.00' TYP. -ANSI STANDARD HANDICAP SYMBOL 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 TEXT LETTER APPROX. SIZE M.U.T.C.D. SIZE TYPE OF SIGN NO. A STD SEE 30"x3O" RI -IC M.U.T.C.D. 6.25 S.F. B r�roaNa SEE 12"AW P4-6C ® M.U.T.C.D. 3.00 S.F. PORK,, C PAPA NY SEE M.U.T.C.D. 12"AW P-1-1 TIME D 12"A W NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION. SCHEDULE SCALE:NTS kcml The LA GROUP Landscape Architecture & Engineering P.C. P"Pt". pwpwe. PGrcr. 40 Long Alley t 518-587-8100 Saratoga Springs fi 518-587-0180 NY 12866 www.thela$roW.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• Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: As Noted Rev: Description: Date: 1 Revised per City Comments 1/21/2019 2 Revised per City Comments 4/11/2019 Drawing Title SITE DETAILS Drawing No SCALE:NTS 8' MAX. CENTER ON POSTS 4'-5" CENTER ON POSTS PYRAMID CAP, TYP. INTERLOCKING FENCE PANEL .875" X 6" SLATS, TYP. F,� 1. 5" X 5.5" TOP RAIL, TYP. 4'-0" NOTE: ALL COMPONENTS PVC 5" X 5" - FRAME/POSTS TYP. FINISH GRADE �1.5" X 5.5", METAL REINFORCEMENT CHANNEL INCLUDED IN BOTTOM RAIL, TYP.,,,,, � 1 t UNDISTURBED SUBGRADE,� - TYP. ; 15"0 3,000 PSI CONCRETE FOOTING P TM SLOPE TOP a"/FT. ON ALL POSTS, TYP. PRIVACY FENCE & GATE (2) 3/4" m 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. 6"m DIP, CL 52, WATER MAIN PER CITY OF SARATOGA SPRINGS STANDARDS. AS INDICATED ON THE PLANS. 1 PIPE LENGTH (18'-0" MIN.) EXCAVATION BACKFILL AND COMPACTION PER CITY OF SARATOGA 0 SPRINGS STANDARDS z SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT. 8" t LAWN RESTORATION PVMT. RESTORATION Mp EXIST. PVMT. TOPSOIL & SEED NEW. PVMT., SEE DETAIL KEY JT. F AS SPECIFIED 60 �I SUBBASE MAT'L.; REFER '3 N TO NEW PVMT. DETAIL BURIED METALLIC IDENTIFICATION - o o WARNING TAPE W U U Q; z Z En a " : FINAL TRENCH BACKFILL O O w X I I in t O in O• _z PIPE O.D. + 24" co MIN. (SEE NOTE) PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L 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 ANGULAR 1&2 MECHANICAL COVER CRUSHED STONE COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION PIPE TRENCH SECTION GATE SCALE:NTS PROPOSED FINISHED GRADE OR EXISTING GROUND LINE - TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARDS - PROPOSED 6"x6" TEE AS INDICATED ON THE PLANS NEW 6" DUCTILE IRON PIPE WATER MAIN 3,000 PSI MIN. CAST -IN -PLACE CONCRETE THRUST BLOCK -�- UNEXCAVATED/ UNDISTURBED O . ..a EARTH a. o MECHANICAL JOINT R/W VALVE Ek M.J. RETAINER GLANDS PER CITY OF SARATOGA SPRINGS STANDARDS SCALE:NTS 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. SCALE: NTS FINISHED GRADE PANELLA TYPE CLEANOUT WITH COUNTERSUNK HEAD PIPE SEAL GASKET 6" SCH. 40 PVC, PERFORATED WRAPPED IN MIRAFI 160N SCREW TOP LID POROUS PAVEMENT i'. x .., . tt''C.> r .. 1.. �.r _. 0 C? c� c} W) 0 0 0 0 Ct z�.._.. { 0 fD 0 E;; `...� 0 0 0 j 0 0 0 0 �- STONE RESERVOIR 1. A TUBE SHALL HAVE A FACTORY ATTACHED CAST IRON OR HIGH IMPACT PLASTIC COLLAR WITH RIBS TO PREVENT ROTATION WHEN REMOVING SCREW TOP LID. THE SCREW TOP LID SHALL BE CAST IRON OR HIGH IMPACT PLASTIC THAT WILL WITHSTAND ULTRA-VOLIET RAYS. OBSERVATION WELL EXISTING FRAME ANDJ COVER a SOLID CONCRETE GRADE ADJUSTMENT RINGS, AS REQUIRED , PROPOSED TEE WITH THREADED CLEANOUT PLUG PROPOSED 6" PVC SEWERLINE CORE AND INSTALL FLEXIBLE - PIPE CONNECTOR 2" x 1/2" TYPE 304 STAINLESS STEEL STRAP HOOP SPACED @ 12" O/C MAX. ANCHORED TO WALL (MIN. 2 STRAPS REQ'D.) PROVIDE PVC SCHEDULE 80 PIPE ATTACHED TO MANHOLE WITH S.S. STRAPS 450 ELBOW TO DIRECT FLOW TOWARD OUTLET PIPE FIN. GRADE r'.. 12" MAX. e � c e e a. '. A SANITARY MANHOLE INTERNAL DROP WATERPROOF MEMBRANE (TUFF-N-DRI XTS W/ WARM-N-DRI INSULATION/DRAINAGE BOARD OR TUFF-N-DRI BARRIER BOARD) TO EXTEND TO BOTTOM OF BUILDING FOOTING WYE DOWNSPOUT INTO --�� SCALE: NTS EXISTING SANITARY MANHOLE FLOW OUT —� DOWNSPOUT a EMERGENCY 3 OVERFLOW C7 a 1 "-2" ROUND WASHED RIVER m STONE .. �t �:. PERFORATED UNDERDRAIN � � fCOC co v��{ 2' INFILTRATION TRENCH NON -WOVEN FILTER FABRIC MIRAFI 160 N OVERLAP MIN. 12" 4" PERFORATED UNDER DRAIN #2 CRUSHED STONE SCALE:NTS SCALE:NTS '3 • SPACE SHRUBS AS INDICATED ON PLANS c� w 3" DEEP MULCH U ° 3" HT. PLANTING MIX SAUCER 3" FG. v CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL h11N. Q0 Y _ — AMENDED BACKFILL SCARIFY SUBSOIL TO MIN. 4" DEPTH SHRUB PLANTING DETAIL NOTES: • TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. • THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. • TREE SHALL BE PLUMB & STRAIGHT. ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3"0 x 8' CEDAR STAKES, 3 PER TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TRUNK. t 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 4"MIN TO 12"MAX PRECAST CONCRETE GRADE RING(S) & NON SHRINK CEMENT MORTAR CEMENT MORTAR BED WITH JOINTS TROWELED SMOOTH INSIDE & OUT. CUT OFF LIFT EYES AND MORTAR OVER. MANHOLE FRAME ADJUSTMENT SMOOTH CEMENT MORTAR FILLET OUTSIDE. SET FRAME TO MATCH TOOLED PAVEMENT SLOPE JOINT COAT BRICK WITH CEMENT MORTAR OUTSIDE Planning Board # 18.055 Approval Approved17;; ity of a resolution adopted "�- `� y t of the City of Saratoga Springs. rperson Date Signed: SCALE:NTS SCALE: NTS SCALE:NTS kcml The LA GROUP Landscape Architecture a Engineering P.C. P - PWPW. P&"- 40 Long Alley p_- 518-587-8100 Saratoga Springs } 5I8-587-0180 NY 12866 www.dielagrmW.ccomm 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- Cassier Smith Real Estate Holdings, LLC. 32 Clinton Street Saratoga Springs, NY 12866 Project Title: 318 West Avenue Mixed Use Building 318 West Avenue Saratoga Springs, NY 12866 Project No.: 2017114 Design: CMI Drawn: TOH Ch'k'd: MCB Date: 11/19/2018 Scale: As Noted Rev: Description: Date: 1 Revised per City Comments 1/21/2019 2 Revised per City Comments 4/11/2019 Drawing Title SITE DETAILS Drawing No. L- 6.2 9 0 /d