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HomeMy WebLinkAbout20240427 122 Regent Street Site Plan Plans As-Approved122 Regent Street VIEW FROM REGENT STREET & WHITE STREET CORNER PROJECT LOCATION MAP 19 SITE / CIVIL: LC=1 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. A(ace. APPLICANT: 40 Long Alley Bonacio Construction Saratoga Springs NY 12866 18 Division Street p 518-587-8100 Saratoga Springs, NY 12866 f 518-587-0180 www.thelagroup.com SCALE: N.T.S. Adaptive Reuse Site Plan Review Plans CITY OF SARATOGA SPRINGS PLANNING BOARD f City Hall - 474 Broadway g Springs, Pa Saratoga S rin s New York 12866 Tel: 518-587-3550 fax: 518-580-9480 RAW,' www.sai-atoga-springs.org NOTICE OF DECISION In the matter of the application #20240427 BONACIO CONSTRUCTION 122 REGENT ST. SARATOGA SPRINGS, NY 12866 CHUCK MARSHALL, Chair MARK PINGEL, Vice Chair KERRY MAYO BILL MCTYGUE PATTY MORRISON MICHAEL KING TONY STELLATO JOSEPH FERRANTE, Alternate Involving the premises with tax parcel # 165.76-1-35,1 1, in the City of Saratoga Springs, on an application for Site Plan Review for adaptive reuse of an existing educational facility to residential units and associated site work in the Urban Residential — 4 (URA) District. In accordance with 6 NYCRR Part 617, the Planning Board classified the action as a Type II SEQRA Action: (18) reuse of a residential or commercial structure, or of a structure containing mixed residential and commercial uses, where the residential or commercial use is a permitted use under the applicable zoning law or ordinance, including permitted by special use permit, and the action does not meet or exceeds any of the thresholds in section 617.4 of this Part: And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance, Article 13.5, the Planning Board issued the following decision on June 27, 2024 passed 6-1 in favor: Marshall, Mayo, McTygue, Morrison, Stellato, Ferrante: © Approve site plan set dated June 3 2024 with the following revisions/conditions: 1. Waiver granted to allow for I additional parking space — totaling 10 parking spaces. 2. The two uncovered parking spaces shall be installed with a permeable product. The applicant is required to: - Provide documentation of conformance with all required conditions of approval. Note: This approval shall expire within eighteen (18) months if the applicant has not implemented the approval per Article 13.5 of the UDO. lulu 5, 2024— Date filed with Accounts Dept. Chair NOTICE OF DECISION PROJECT VICINITY MAP 0 SCALE: N.T.S. June 3, 2024 Revised July 30, 2024 SHEET INDEX: COVER S-1 SURVEY- [ Thompson Flemming Land Surveyors ] L-1.0 SITE PREP, DEMO & ESC PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 UTILITIES PLAN L-5.0 LIGHTING & LANDSCAPING PLAN L-6.0 SITE DETAILS L-7.0 SITE DETAILS L-8.0 SITE DETAILS A-2 BUILDING ELEVATIONS * A-3 GARAGE & CARPORT PLANS AND ELEVATIONS * ARCHITECTURAL PLANS PROVIDED FOR INFORMATION ONLY. SITE STATISTICS: TAX PARCEL # 165.76-1-35.11 PARCEL SIZE: ± 23,435 S.F. / 0.538 AC ZONING DISTRICT: URBAN RESIDENTIAL DISTRICT (UR-4) USE: RESIDENTIAL AREA / BULK REQUIREMENTS REQUIRED PROPOSED EXISTING MINIMUM LOT DENSITY: 3,000 S.F. / DU 4,687 S.F. / DU MINIMUM LOT WIDTH: 60' 146' MAX. BUILDING COVERAGE: 40% 40% 26% MAX. % IMPERVIOUS SURFACE: 75% 56% 50% MAX. BUILDING HEIGHT: 40' 40' 40' SETBACKS FRONT: 10, 10, REAR: 25' 25' INTERIOR SIDE: 5' 5' CORNER: 8' 8' PARKING 1.5 / DU 2 DU ACCESSORY STRUCTURE SETBACKS FRONT: 5' 5' REAR: 5' 5' EAVES: 4' MIN 4' 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. THE 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 SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 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 FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN 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. 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. Planning Board #20240427 ry Approved under: authority of a resolution adopted 1 by the Planning &of t�e City of Saratoga Springs / vi hair arson Date Signed BONNET NUT ® AR HYDF ELEV=31 307.38 FC:306.52 FC FLUSFIV306.74 FC f I /TC: p^ FC: n� �GJ 76 qj / TC . 307.68 / � 3 T .307 8 ' �% j ,F : 307.4 J `�J F 1Q� / SANAI RIM 300 8 INS},S 30 6 INV.S=300. \ TC: INVA=300.5 FC: ST RIM. ,30.20 INV.E=30: ,0 INS S=300,2. NV N•=300.2 \, SAN H RI =3O` 5 INV,N=301+ .... FC: 8.06 C: 7.94 + 308.46 TC: 7.98 4 X /FC FLUSH 307.58 0 7 r--v 0 0 poll/ N( ANCHOR \ 309 58 .0................m..�....0 - )rth Lade (16' R.O. W.) n1f Richard T. Upton, 11 Inst. #2014018791 .........._..+310.16 ....�..-�--.._,S60 37 52 E 128.50 -_.....__..__........_...__._...._ _._ 309.62 j Q - �� R�� ?� ` �1� \ ` 309.28 \� n1f sioNE 309.49 •'ro Richard T. Upton, 11 BOROER�.7�` Ka ,I Inst. #2074078792 POND- +309.69 °m\ S00 40'25 "E S60 3752"E .� 18.93' 309.45 7.99' SODUt \ IM00IT-M GATE V �09.87. 3 .. „ 310.17 PANELE "?-PAD 3,r 310.70 1 .47 310 Area= 0.538 cc. F I/ 309.35 +310.38 01'1C• PARKING PAINT LINES Fs z� C 310.3 p � -5 i TABLE ` �. @ J 310.96 M44y1, STOW S39 `10'16 "W /> 310.46 AMC' WALL 92.37' 41/ 310.30 _N60 2935"W 178.18' CONC. SIDEWALK 310.69 -- TC:310.31 TC:310.45 FCFL: 308.35 -_ _ �- - - - ---� FCFL- 308.11 -- FCFL: 309.07 ` - ix1RB FC 309.74 FC: 309.98 a o 0 0 0 0 TC: 308.18 FCFL 08.83 -- �_ A 1L' �'F N (I1 Q 308.01IN '"" W w W AIR W .I T Ww 70 IN IN �zz' -Strnej<5� uM308.7 44 R. �. �, y +310.34 :+309.8_ 5111}c ! 0>3c4._ +309.09 Wh ite lamSA SA SA SA-SI1 SI1 >M Sr sr Sr ST sr ST bT--�-CSr sT ST sT ST sr K Q »R !r €= STORM @ 1,0% 10may. FCFL: 308.34 FCFL: 308.57 FCFL: 308.77 �� FCFL 309.05 FCFL: 309.98 (� I Y Y 305,00 Nx. F L:308.2 03^, n1f 28-32 White Street Condominiums CURB n1f 36 White Street LLC Map Legend o marker found, labeled 0 utility pole ® water valve -� sign - - overhead wires -�-��- wood fence Deed Reference: Spring Hill Waldorf School Bk1389 P504 Map References: 1. "Survey of lands of Saratoga Bible Training Center, Inc." dated June 29, 1994 by Paul Tommell, L.S., P.C. 2. "Lot Line Adjustment Plan of Lands Known as St. No. 46 Union Ave. & St. No. 35 White St." dated Nov. 8, 2016 by L. Sipperly & Associate filed in the Saratoga County Clerk's Office as Map M2016265 3. "Map of a Condominium Survey made for Moore Hall, LLC" dated Feb. 26, 2018 revised 03/07/18 by VanDusen & Steves Land Surveyors filed in the Saratoga County Clerk's Office as Map M2018068 Survey Notes: 1. Elevations are based on NGVD 1929 datum. 2. The location of underground utilities shown on this plan are for information only, and all utilities may not be shown. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. 3. Location of the sanitary sewer service is unknown. _ 3 F Z 01 Cz 0 Q-) .�� O 1091 F f ^, r IT I F 4. �Y i F` I F F i F I DATE DESCRIPTION REVISIONS DATE: March 15, 2024 JOB NO.: S24-109.24 TAX MAP: �.�.�. �..w...u...o....� 165.76-1-35.11 SCALE: 1 "� _�. 20'�" 10 0 10 20 Unaith razed a teration or addition to a survey Only apparent saeemente (If any) am shown map bearing a Ikxrdsed hand Sdrveyoes Sod is an this survey: No abstract of title was a vbklltion of Section Mill sub&Won 2 of the awNable. New York State Ed xxdm Law. G.�D.wL7A9L\OAO�MC �•f�f ����i cv.___a\ nnn�n.rw___._u__a_\ www__-___ � w r •-, ---. V---._•- --- - ---.w I va I" v%A wcw VAAIaa R0C3onC JL XM.Qwg S24-109.24 �J. HOUSE GENERAL NOTES 1, EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN ENTITLED "SURVEY MAP SPRING HILL WALDORF SCHOOL", DATED MARCH 15, uf_ r. ' IL.: 2024, AS PREPARED BY THOMPSON / FLEMMING. HORIZONTAL AND r C ISH 306.74 - VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. :k,~I /` �" - �- .T } �,\, - ----------•----.------.------- f ...... .... _..... GAS MAIN 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR i I} _ SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL I' c C t; . u .------.,; ....__._ ._ �; .__..._........._._...G -c AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE � CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER ���� i 1 �, �� AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE ; ; 1 \ / A N P OR \ ' .7�.vf CONTRACTOR. 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE 1' LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, i_ {i j FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN % J f i1-14 PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE / �j Jl f l , 5 AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO I f��tl - ' CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE / : a / CONTRACTOR. i i TREE PROTECTION L- 0 •° 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN !;' / FENCING, TYP. THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND � 0 G W OD THE ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. / t''t'I ; �° /` 5, LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND DOGWOOD TREE J OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ;' TO REMAIN _Jl , , / ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.ri. 71� /V1 t - CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS `` % AT LIMIT OF WORK LINE. IF NO LIMIT OF WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK. REMOVE EXISTING TREES, TYP. -REMOVE EXISTING CONCRETE PAVEMENT 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. i r F C: 3/ i, 7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING BRD I h Of D � 1 CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC J = ` �,! PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN 130 ! TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT .'` U. 3 7 =< / ' REMOVE EXISTING SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF rl fj j : , / WOOD POST WORK LINE. t % I r „+ '`+ �� j / 2 S RU(I 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED ;j / / _._ "� ` PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN `l `C PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY r/' / 11 \� REMOVE STONE ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING / j` f� „` r � ` SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH i ;' ,f`t l „ BORDER THE OWNER'S REPRESENTATIVE. au u� / 2 SP Cc, REMOVE EXISTING 9. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING 0 i '(: / TREES, TYP. CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 10. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND ,'. /` j' MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS i r SHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'S / r' .4 "\ / 1 STABILIZED CONSTRUCTION REPRESENTATIVE. /' /-, L-6.0' ENTRANCE 11. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR _i-f', ; r. -. n SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS �� i ORS AFFECTING j '' j � / � ' � f ` `�''� ..._- t; _--------......... , ...._....... _ G 1j` 0 ��. �-1 L./3 ...r . \.i /;.�- SA1�11OUT% FHA q ,, rj no ONI. REMOVE STEPS GARAGE ' 10.r6 SAWCUT AND REMOVE 18" OF EXISTING ASPHALT REMOVE FENCE 1 /2"I R. 36 P CE 36 SP UC N ^ZE[)GE, DRAIN AND :MOVE CONCRETE IN ;ISTING KOI POND II =MOVE STONE JRDER N� 14 H R Y „CN 7 I Si" \, I» L- Ivi S TEpS I FURNISHED OR IN THE WORK BY OTHER CONTRACT THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE i X r o EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND ( �r WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED 2 j X THEREBY.�� :' 'L-6.0 �� �� - REMOVE WATER \ CON SERVICE LINE 12, PROVIDE EXPANSION JOINTS AT ALL CURBS; WALLS, STEPS, LIGHT / \�. sf I "' ` , r`;; POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. & 'f \ �° ry g "'" I x REMOVE EXISTING F e WOOD SHED 13. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING OVE EXISTIN + + + x INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. REMOVE EXI INF` CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL / / ASPHALT PAV EN + + + + i � t: CONCRET PA � '� +�' + � +,+ EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND / °\ r,' 0 1 +. ._+.._... +� + � + + 1 0 J i.., DRIVEWAYS. -, a 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK / + + ��++ L-6.0 TEMPORARY STOCKPILE WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND -+ + ; 1 + EXISTING FIRE SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE :` / 2 i ` HYDRANT T L 1 + + + ++ a 3 r ,370. ' t GLAD P,�N \ \ %� HEDGEROW _j fir! r 20" CHERRY TREE torci TO REMAIN EXISTING PRIVACY ' FENCE TO REMAIN REMOVE SOLAR PANEL i rt , ✓ -`t {{r i 9 -T' I n 1'` N' (\ % l is /-/-/-/-/- . r" ,a1` iai ... > __ ,_ x ) , r EXISTING EASEMENT 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagrotip.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.- Bonacio Construction 18 Division Street Saratoga Springs, NY 12866 \� C LC s (,�� I:\ Project Title. 122 Regent Street 24� E OWW C1; \, r 122 Regent Street Saratoga Springs, NY 12866 24" YELLOWWOOD TREE HED TO REMAIN 1 TREE PROTECTION 1 ' L-7.0 FENCING, TYP. COMMENCING CONSTRUCTION. QT + + + X L-6.0 SILT FENCE Yam' + + Z i+ // ARE \ HEDGE ROW TO REMAIN 15. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND __ f' ' LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. CRABAPPLE TREE l�j IX _J„f, .. TO REMAIN ; / x \ l 1 REMOVE EXISTING _•: �`3' ;. i` / ; REMOVE ] n 16. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, t OVERHANG STRUCTURE I - -.. - _1...,�-6 TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND i- t``• z (; 1 41 ,' �( A LE' P E _ `... v i X EXISTING FENCE RELOCATE ELECTRIC PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF / L_ - - . - - . - . - . - . - - . - REMOVE_ - . - . - ;y"�, - �P-�'L - - - t7rltl crN> METIz - - - - - - - - +eEwALK�o ...... THE SITE SHALL NOT BE IMPEDED. . REMOVE EXISTING x.xxxx __ %, REMOVED STONE WALL TREES, TYP. E x-X'>< X-XEXXx---xx-X x... ; x_xx x..x;XXX. .. ...... _. ,.., -x J SF SF SF REMOVALS NOTES: 1. IT S T HE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE / I i ; \ f C ;. ::. - S �r E_. _,(a ,_ �i ~ �.._._....._.._._ .._-... ;n s .. WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE / v " ''O' REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED RECYCLED OR DISPOSED OF MUST BE / IN DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL :'l I` r SAWCUT AND REMOVE 18" OF SAWCUT CONCRT}RB »... A WCUT LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE ;l ` -i ,. �„; r I EXISTING ASPHALT TO BE REMOVED - - �'"`- SHOT OFF WATER REGULATIONS. f f /t c�1 yy...---w----_.___y......_ f ...............---.e�-..._...._.......___-h-:_....-_.___--.----y�...__....__.__.__w__.__._._.__.w _____w.__-_----_w.____�__.W_.______-y�-___ _yy......_ _ - SERVICE AT CORP STOP - - / \ ^ x� .e.� see e. � _.._._.... .__ _.._._._ 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS .... . SITE PREPARATION NOTES: PROTECTION NOTES: LEGEND APPLICABLE UNLESS OTHERWISE NOTED. 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, OPERATIONS. TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN OWNER'S REPRESENTATIVE. SCHEDULE. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL ACCORDANCE WITH PROJECT PLANS, DETAILS AND SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE 2• THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL ROADWAYS AND DRIVEWAYS. DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL BENEATH TREES TO BE SAVED. VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECTION FENCING FOR APPROVAL BY THE OWNER'S 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING AND DETAILS. DAMAGE. OPERATIONS. EXCAVATION AND GRADING OPERATIONS, TOPSOIL SHALL NOT BE 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT 4, BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL 7. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL REPRESENTATIVE. COMPANY AND PAY ALL ASSOCIATED COSTS. ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND OR REMOVED. DO NO CLEARING WITHOUT A CLEAR PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. CU=fir `-CONCRETE CURB TO BE REMOVED -----....._._ PROPERTY LINE " CONSTRUCTION LIMIT LINE EXISTING VEGETATION TO BE REMOVED xxxxxxxxxx< REMOVE ITEM REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE EXISTING STRUCTURE EASEMENT REMOVE EXISTING „C NCRETE TABLE Q,. K L-6.0 SILT FENCE \ 0 J SAWCUT AND REMOVE 18" OF EXISTING ASPHALT _..._. __ ._.__---- ---- -------- _._ 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board #20240427 Approval Approved under authority of a resolution adopted � Z by the Planning Board,,of the City of Saratoga Springs airpe son Date Signed At Project No.: 2024015 Design: CMI Drawn: JTM Ch'k'd: CMI Date: 6/3/2024 Scale: 1"=10' Rev: Description: Date: 1 REVIEW COMMENTS 6/17/2024 2 REVIEW COMMENTS 7/12/2024 3 FINAL MYLARS 7/30/2024 Drawing Title SITE PREP, DEMO & ESC PLAN Drawing No. L - 1 . 0 GRADING NOTES: 52 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 03/15/2024 PERFORMED BY THOMPSON AND FLEMING LAND SURVEYORS, 2 ALLPROPO8EDGRADESSHALLBESET|NTHEF|ELDBYANBNYORK `` ^ - �/` ' ' " �| U�����O� .�°`'...�"°/ STATE LICENSED LAND GURVEYOR | � � v 3 CONTRACTOR vl --~ � �^ /`� /) / | PRIOR TOTHE START C}FCONSTRUCTION. ALL SECONDARY BENCHMARKS ~ �J �� � :�3019.58 ~ �' SHALL BES{}LOCATED THAT THEY VV|LLNOT BEDISTURBED BY \ \� ' / �-01, JU/�|JI CONSTRUCTION. ` L\,310.1( L 310.2 4� P�CHEVENLYBETVVEENSPOTGRADES� ALLPAVEDAREASK�USTP|TCH `�] ' TODRA|NATAM|N|K4UK8SLDPEOFC)NE'B(]HTH\NCH(1@^)PERFOOT K�AX|K4UK�CRDSSP|TCHOFALL S|DEVVALKG|G2Y6.ANY D|SCREPANQEG ~^ �` - ' ---��'---'-- NOT ALLOWING THIS TOOCCUR SHALL 8EREPORTED TOTHE OWNER'S REPRESENTATIVE PRIOR TOCONTINUING �ORK {~ � Tp: 307 5. M/#<N1UK�CROSGP|TCHOFALL G|OEVVALKG|S2%. RAMPS SHALL NOT ] (`�� / Dyy� EXCEEO1|N12OR3O'|NLEN�TH� ANY DISCREPANCIES ) �q� ' �� ' /\�-T.6 ��R|K�:300.5O THIS TOOCCUR SHALL BEREPORTED T3THE OVVNER.GREPRESENTATIVE �- . � | � ' -- | -�- PR|ORTOC{}NT|NU|WGVVORK� / -�� �D� �YI r / ��q.�R L���| | \ G SITE ' / | DRIP EDGE � AND|N�CCORDANCEVV[[HADAGU|DEL'NE8� | '~-~ o | | | X |Q| \ k-) \ 7 VVHERENEVVPAVNGK�EETSE0�ONGPAVNG NEVVP/A/NGSHALLK8EET � ' ' ' � / / / R|K4�3O8�0`�^_�� THEL|NEANDG�ADE{}FTHEBM�ONGPAVNG / �309.5 . , ' ' INV. |N:308.75 U � -/r_U8. SET CATCH BASIN AND DROP INLET RIMS TODRAIN SURROUNDING AREAS AND ATSAME PITCH ASSLOPING PAVEMENT. |FSTRUCTURE |GSHOWN / / / ' -�+� 8~ " ' | ^`� � / l r` | ADJACENT TO CURB SET GRATE TIGHT TO FACE OF CURB. / */ / � / / 8 ' //� ��� °��� `^^-�E�� / / ' ^ | | / | � ( ,^ � ' ' } i / y7 c� / t+------------------ 09.5 8. EXCAVATION REQUIRED VV�H|N3FEET OFBWSONGUOL�YLINE SHALL bl,/ / BE DONE BY HAND. CONTRACTORGHALLREpAIRANYDAK�AGETO / / i11, q�� [ `}i)/ �7 i - | EXISTING UTILITY LINES ORSTRUCTURES INCURRED DURING / � 309.9 CONSTRUCTION OPERAT|[}NGATNOADDITIONAL C{�STTOOVVNER. ' -'--�'- / c����/ 309.6 10CONTRACTOR �� / ~� c� 1 /�'' � / m D�-3 . / �n,�,� 0� DEpTHVV|THiNL|K�|TOFGRAD|NG8EFORECOK��ENC|NGE�CAVAT|ON �� ' ' ^���� ��L/L/ -r�/ | / c������ RIK�-309.50 AND GRADING DpERAT0NG NO | / | � NNI � /NER. TOPSOIL SHALL BE WITHOUT PRIOR AUTHORIZATION FROM OW / / 8 / / / � / / �7 ' � ' \ / / / / INV. |N�3O735 '' -J � ^[ /�-� \ .�- �\ � [7 STOCKPILED FOR RE -USE ONSITE ORLEGALLY DISPOSED OFOFFSITE.HDPE PIPE, 11. ALL AREAS REQUIRING FILL SHALL BEBROUGHT TOREQUIRED GRADE |N 309.9 8^MAXIMUM COMPACTED L|FTS�GENERALF|LLSHALLBEFREEOF DELETERIOUS MATERIAL, CONTAIN NOGRAVEL LARGER THAN 2^.AND SHALL 8ECOMPACTED |NACCORDANCE WITH PROJECT PLANS AND 3 0/ /9 / DETAILS. _�� ri, 30/ � / ~ 12 GRADE - � �` . � � / / �107O STRUCTUREANDPREVENTP(]ND|NG.F|N|SHSURFACESSHALLBEFREE / ``~ J." ° FROK�IRREGULAR SURFACE CHANGES. � -T---'----.'- DRIP EDGE �- ojf/' / / 13. EXCAVAT|DNREOU|REDVV[TH|NDR|PL|NEOFTREESDES|GN/glEDTD / J/O�O / REMAIN SHALL BEDONE 8YHAND PLANT � / ��-------~ \` CONTRACTOR SHALL BEREPLACED |NKIND. ---- [-���� "'�// + -7 --- --- ''� / �] [i [J �� -r / / c_ 14. SLOPE SIDES OFEXCAVATIONS TOCOMPLY VV�HLOCAL CODES AND / �__� {}RD|NANCESHAVING JURISDICTION AND OSHA REGULAT|ONG MAINTAIN / �ummo�/ /u�uur _7�/ � DOWNSPOUT, �� / L� SIDE SLOPES OFEXCAVAT|ON8|NAGAFECOND|T|ONUNT|LCOK�pLET|ON / /~ / FFE311�5O +- ' � ' OFBACKF|LL|NG. / / \ / / --- �11 � / / ' '_- J�.�/ 310 B CONNECT TO ROOF / | � / --/ --- --_ 15. THE GENERAL CONTRACTOR SHALL MAINTAIN ORADJUST TONEW FINISH GRADE A8NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN MAN CATCH H�NDH(}LES ' ' . . . / ^� WATER AND GAS GATES, HYDRANTS, ETC,FROM MAINTAINED UTILITY ANDif SITE SYSTEMS UNLESS OTHERWISE NOTED ONTHE UTILITY DRAWINGS OR ASDIRECTED BYTHE OVVNER�REPRESENTAT[VE . / � c�_r DVV4 T[\7.6�� // /' U� �~�^ �� / !�`� / RIM: 31025 kC*M)= The LA GROUP Landscape azcbkectxreu,cuviopermopc. /evv�. P^g'wv.P�^^ 4OLong AUeV /r5l8-5O?'OlO0 Saratoga Springs _�5l8'5O7'Ol8O N`fl2OS8 vvvvvv,dhe|an,onnzvm unamhohzedahe�hono/odd�onmthis document isa�o|abonofSec�on72O9ofthe New York �au,Education Law. ��the u\Gmvp20z7 p��dh� �� . ���������U�� ��" .����"�� Construction � � �. ����� ����~ V���� �~~°. ..°�. ~°~.0~°' " 18 Division Street Saratoga Springs, [�V 12866 �CONTRACTOR�'������� ��� SOIL TEST PITS WERE CONDUCTED ONMAY 5.2U24BYKARA TEDFORD (THE LA GROUP). TEST PIT #1(TP'1) TEST PIT #2(TP') 0-12" TOPSOIL 0'8^ TOPSOIL 12^'40" 1OYR3/1.SANDY LOAM 0"'36" 1UYR3/3.SANDY LOAM 40"-86^ 10YR4/4.LOAMY SAND 36"'88" 10YR4/G.LOAMY SAND ROOTS: OBSERVED TODEPTH OF3O" ROCK:N{)TENC{)UNTERED ROCK: NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: NOT ENCOUNTERED SEASONAL HIGH GROUNDWATER: NOT ENCOUNTERED FALLING HEAD PERMEABILITY TEST AT72'': >120|NCHES/H(}UR | FALLING HEAD PERMEABILITY TEST AT72^: >120|NCHE8/HOUR UUmo/muU I/Um uN A�L�J�h����K�K- FLAN Scale: ��n�x-vn��v-v��u- --- MAJOR CONTOUR MINOR CONTOUR l�� ^ �� '�����������7 --- Planning ������n� 4�K V,,�4K ���/, / ^«�uuu�x�u�� �-~�vu�u�� ''��~^�� " ~^ "�� ' ( -- - R�O - -- F�|�T|�{� ���\j[��� {�[]NT[�UF� ° ~� / --- --'- ' - '' - - -- - 852 - -- EXISTING MINOR CONTOUR ' PROPOSED SPOT ELEVATION~ PROPOSED / 41P [)RY\�/[�LL ��� / '- YARD DRAIN AQDroval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs/ Ed/ Ir- UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM 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. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 4. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. 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.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 5. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 6. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 7. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. WATER SYSTEM NOTES 1. 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. 2. NEW WATER SERVICES FROM MAIN TO CURB STOP SHALL BE INSTALLED WITH MINIMUM 5' OF COVER 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. 3. 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. 4. 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. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3 , 1 • ;F 1 ; ...__...... ..................... ...... ...._...._._.... _........_.. _..... .................................._ ._._...... \ 611 GAS MAIN (REC.) G G G G G G G G G G G fv IN POLE 161 i' ANCHOR \ rri c PROPOSED ELECTRIC SERVICE TO MAIN BUILDING TO BE COORDINATED WITH NATIONAL GRID rn rri y S m T C 0/1/ �e ltfrt O l ` ,l t i f ; .�• %t �\ 3 y � It �% ye , eiz ox co t p � I CIO METAL ROnF n�... RAIN ., UNIT 1 SHALL HAVE THE OPTION TO INSTALL 3/4" TYPE K COPPER WATER I' UNIT 2 SHALL HAVE THE OPTION TO yQ 3 INSTALL 3/4" TYPE K COPPER WATER SERVICE AND 4" SDR-26 SANITARY LINE, h ® EXISTING FIRE HYDRANT SHOULD WATER AND SEWER SERVICES BE DESIRED WITH GARAGE STRUCTURE. y 3 17 SERVICE AND 4" SDR-26 SANITARY LINE, SHOULD WATER AND SEWER SERVICES BE DESIRED WITH GARAGE STRUCTURE. z Q 3 m U' GARAGE _---..___.____ ....................... _._.___......_.___.............__. _ ___ .�.._..__........----.-----_......------------...- G G G G G G G G G The LA GROU Landscape Architecture & Engineering F People. Purpose. Pia ` Er \ r �./ • / V V 1.1 40 Lonq Alley p: 518-587-81( I I, ------------ r is 1' I I I L---------- — — —— -- ------ _____.._............. I 1 I I 1 ; ®� 1_: 1 Lu 1 cry IDI I! 1 ' i i I1 S kl I:W L) I �ii 1 .Z� 2, DING Qz- I -- UNIT 5 SHALL HAVE THE OPTION TO L INSTALL 3/4" TYPE K COPPER WATER SERVICE AND 4" SDR-26 SANITARY LINE, ' SHOULD WATER AND SEWER SERVICES BE DESIRED WITH GARAGE STRUCTURE. i a i co < 3 Q 1 N I to 1 1 1 W I — — — —I AL (� Z 1 1 I ! -� -� L 1 <Q N O 1 I 1 ;, , J NIEW 4" DII, WATER 1 E RVICE I 1 _.............. f , >? r i ....... _...... ............_. _ __ __._. EXISTING SANITARY LINE TO L REMAIN. CONTRACTOR TO a ® \` CAMERA DURING CONSTRUC ION 1 TO CONFIRM CONDITION OF IPE EXISTING GAS LINE TO REMAIN 1 1 'AD t+ t� F f t 1 it a i---------....... i •�, Project Title: 122 Regent Street rf j t DRYWELL 122 Regent Street Saratoga Springs, NY 12866 .._...................... ...... ..... ....................... ......... ._.-__. _ __._._.._..__. __ ___..- Project No.: 2024015 Design: CMI Drawn: JTM Ch'k'd: CMI __._......._;.. ......_...._...------------------------ -.................................................................... ........_.._._..._..............._........_........_._...................... Date: 6/3/2024 Scale: 1"=10' 3 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 6" GAS MAIN (REC.) Rev: Description: Date: A rn a ND VALVE TAPPING SLEEVE 1 REVIEW COMMENTS 6/17/2024 AND w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 2 REVIEW COMMENTS 7/12/2024 CB t 4" WATER MAIN 3 FINAL MYLARS 7/30/2024 � ��7.69 1\0,RIM 8„VCP SANITARY @ 0.3%NV. T=3 .34S SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA —G . T T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 8"VCP STORM @ 1.0% Drawing Title LEGEND UTILITIES PLAN W EXISTING WATER LINE G EXISTING GAS LINE SA EXISTING SANITARY SEWER LINE ST EXISTING STORM SEWER LINE W PROPOSED WATER LINE GAS PROPOSED GAS LINE SAN PROPOSED SANITARY SEWER LINE 10 5 0 2 4 6 810 Scale: 1" = 10' Planning Board #20240427 Approval Approved under authority of a resolution adopted h *y the Plapgog Board of the City of Saratoga Spring . Chairperson ate Signed Drawing No. L-4.0 INSPIKA I IUN PHOTOS FOR PRIVATE UNITS GARDEN SPACE CIVIC AREA PLANT LIST SYM. I CITY. 1BOTANICALNAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES CC 1 4 Carpinus caroliniana American Hornbeam 2" cal. B&B Cl 1 4 Crataegus crus-galli v. inermis Hawthorn 2" cal. B&B AC 3 Amelanchier canadensis Serviceberry 2" cal. B&B SHRUBS VP 8 Viburnum plicatum Doublefile Viburnum 18"-24" ht. Cont. SV 6 Syringa vulgaris Common Lilac 24"-36" ht. Cont. TC 5 Taxus canadensis American Yew 18"-24" ht. Cont. PERENNIALS / GRASSES / GROUNDCOVERS / HERBACEOUS HH 18 Hemerocallis 'Happy Returns' Happy Returns Daylily #2 cont. 24" O.C. H 21 Hosta Hosta #2 cont. 18" O.C. S 7 Sedum 'Autumn Fire' Stonecrop #2 cont. 24" O.C. OVERALL PLANT LIST BOTANICAL NAME COMMON NAME TREES Tilia americana American linden Gingko biloba Gingko Celtis occidentalis Hackberry Amelanchier canadensis Serviceberry HERBACEOUS PERENNIALS / POLLINATORS Hosta sp. Hosta Hemerocallis'Happy Returns' Happy Returns Daylily Sedum 'Autumn Fire' Stonecrop Asclepias tuberosa Butteryfly Weed Aster novae-angliae New England Aster Echinacea purpurea Purple Conceflower Liatris pycnostachya Prairie Blazing Star Lobelia cardinalis Cardinal Flower Monarda fistulosa Wild Bergamot Rudbekia hirta Black-eyed Susan Monarda didyma Bee Balm SHRUBS Viburnum plicatum Doublefile Viburnum Syringa vulgaris Common Lilac Rhododendron 'Girard's Varigated Gem' Variegated Gem Azalea Cephanlanthus occidentalis Buttonbush Hibiscus Synacus Rose-of-sharron Physocarpus opulifolius Ninebark Ceanothus amencanus New Jersey Tea PERENNIAL GARDEN LEGEND PROPERTY LINE WRM CONSTRUCTION LIMIT LINE `' cs EXISTING TREE TO REMAIN NEW DECIDUOUS TREE FLOWERING TREE SHRUBS AND PERENNIALS LAWN SEED (SEE SPECS) ANNUALBEDS 10 LIGHT -PENDANT L-7.0 LIGHT - WALL MOUNT s .1 FOOTLIGHT LIMIT EVERGREEN SCREENING PLANTINGS EXISTING CHERRY TREE ROOFTOP TERRACE EXISTING YELLOWWOOD TREE 0 W EXISTING HEDGE ROW EVERGREEN SHRUB PLANTINGS 0 2 4 6 8 10 Planning Board #20240427 Aooroval Approved under authority of a resolution adopted ;by 1he. Raw' 4 Boar f the City of Saratoga Springs hairp rson Date Signed 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' Bonacio Construction 18 Division Street Saratoga Springs, NY 12866 Project Title: 122 Regent Street 122 Regent Street Saratoga Springs, NY 12866 Project No.: 2024015 Design: CMI Drawn: JTM Ch'k'd: CMI Date: 6/3/2024 Scale: 1"=10' Rev: Description: Date: 1 REVIEW COMMENTS 6/17/2024 2 REVIEW COMMENTS 7/12/2024 3 FINAL MYLARS 7/30/2024 Drawing Title LIGHTING & LANDSCAPE PLAN Drawing No. L-5.0 CONSTRUCTION SPECIFICATIONS: 1 EDGE OF EXISTING ROADWAY 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 HE LOT 0 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. 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. ,7 x 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, 50'-0" 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN 12"THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATE AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. OVER GEOTEXTILE (MIRAFI 600X) 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE Scale: NTS CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) ^, z 10 MIL PLASTIC LINING STRAWBALES STAKED INTO GROUND 8' MIN. o c 0 0 0 0 0 0 0 0 o a o 0 NOTE: 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT, CONCRETE WASHOUT Scale: NTS 10' MAX. TO 36" MIN. FENCE POST (�36" MIN., 2" HARDWOOD FENCE POSTS, I II DRIVEN MIN. 16" INTO GROUND FILTER FABRIC y w O m G < > N m - D O G `;` c� m ....... . : .................. .. .. .....................::::. m . Z O D 271 Mm PERSPECTIVE FILTER FABRIC; FASTENED SECURELY VIEW TO FENCE POSTS W/ STAPLES FLOW DETAIL 1 A (i0@0 O O O O O �° B 0000000 0 0 0 0 B DOME O O O O O O O 0 A PLAN -TILE V-0" I w 10/16" 0 HOLE THROUGH EMBEDMENT FLANGES o (2 PER FLANGE) INTERNAL EMBEDMENT FLANGE AT 3" C/C SECTION B-B DOME 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. ENGINEERE��\ \ 25 300 INTERNATIONAL PLASTIDR ,(SUITE 100 PHONE: (718 626-3626 WILLIAMSVILLE, NY ( ) FAX:1(800)769-4463 USA, 14221 www.armor-tile.com Tactile Systems DETECTABLE WARNING STRIP Scale: NTS EXPANSION JOINT CONCRETE SIDEWALK, SEE DETAIL PAVEMENT CAST-IN-PLACE CONCRETE CURB, '� v� " ' • u SEE CONCRETE SPECIFICATION GRAVEL COMPACTED �\ r £ '.f '� ` TO 95% STANDARD PROCTOR •,;: 4 �` SUBGRADE COMPACTED TO 90% STANDARD PROCTOR CONCRETE CURB AT SIDEWALK J Scale: NTS N O z rn 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 PAVEMENT JOINTS Scale: NTS EXPANSION JOINT SCORE JOINT 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 CONC. PAVEMENT. 1 VIMA W T TOP LOUR OP COURSE - NYSDOT ITEM NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, - 9.5F3 H.M.A., 80 w SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE W W y y W TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. W W W W y 41 � BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY IP 1P 14, � y 4 ---- -,--TACK COAT - NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. v v v v v v 1 mco 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE W W y W W 41 pxF a -a¢' BINDER COURSE NYSDOT ITEM THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER D = y._ ��PA �.-` 402.198902 - 19F9 H.M.A., 80 COURSE. m•�ti�� o SERIES COMPACTION PG O;: 3. FOR WORK WITHIN CITY ROW THE CITY ENGINEER MAY (n xx��w�, BINDER (LIQUID ASPHALT) REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO GRADE SHALL BE PG-64-22 VERIFY PAVEMENT THICKNESS, ALL TESTING SHALL BE AS COMPACTED GRAVEL - ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY NYSDOT TYPE 2 (SECT. THE CONTRACTOR. NOTES: 304) COMPACTED TO 95% 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO STANDARD PROCTOR COMMENCING PAVING OPERATIONS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE x x GEOTEXTILE FABRIC, MIIRAFI 500X APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. K PAVEMENT TOP BINDER GRAVEL 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1, MAXIMUM HEIGHT SHALL BE 12 FEET. TYPE COURSE COURSE COURSE 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER SUBGRADE OR STRUCTURAL CORRESPONDING DETAIL. FILL COMPACTED TO 95% DRIVEWAY 1-1/2" 2-1/2" 10" 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP -SLOPE OF THE TOPSOIL STOCKPILE. MODIFIED PROCTOR STREET 1-1/2" 3" 14" TEMPORARY STOCKPILE Scale: NTS ASPHALT PAVEMENT Scale: NTS ' PAVEMENT DEPTHS BASED ON GEOTECHNICAL RECOMMENDATIONS FINISH GRADE 00 �A v x, ' RADIUS FULL CURB AT LAWN PAVEMENT CAST -IN -PLACE CONCRETE CURB, `^ SEE CONCRETE SPECIFICATION - r GRAVEL COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 6" CONCRETE CURB Scale: NTS PROVIDE CLEAN SQUARE 1/2" RADIUS CORNER WHERE BITUMINOUS WALK ABUTS CURB 6" FINISH GRADE FINISH GRADE; BITUMINOUS 7 OR L WN, SEE PLANS Iv a. 4,000 PSI CAST -IN -PLACE 02 CONCRETE IA \.... CURB \\ 4 COMPACTED GRAVEL s BASE NYSDOT SECT. 304, g gOIL TYPE 2 FLUSH CURB IN &ING FLUSH CONCRETE CURB Scale: NTS PROPOSED PAVING I EXISTING PAVING TO REMAIN KEYED PAVEMENT TO BE 1' FLUSH WITH EXISTING TOP COURSE PAVEMENT BINDER COURSE-� PAVEMENT KEY SCALE: NTS BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR TO WALK TO WALK --�--4" CONCRETE f=6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO WOVEN WIRE m. 6" X 6" NO s WOVEN WIRE MESH EXCEPT A.O.B.E MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS ` , , 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED \ DOT SECT, 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO \� � � � SUBGRADE COMPACTED TO 90% STANDARD PROCTOR ° T R 90 /° STANDARD PROCTOR TYPE 1 SIDEWALK NOTES: TYPE 2 PARKING AREA EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CURING IF 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 MINIMUM SPECIFICATIONS. WITH 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 LESS,` (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE 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 *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CONCRETE PAVEMENT Scale: NTS CROSSWALK F0 MEET DRIVE EDGE AT FLUSH ;URB. PEDESTRIAN CROSSWALK Scale: NTS Planning Board #20240427 Approval Approved under, authority of a resolution adopted by the Plannin j Board 'of the City of Saratoga Springs. 'rperson Date Signed 0 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. 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, Bonacio Construction 18 Division Street Saratoga Springs, NY 12866 Project Title: 122 Regent Street 122 Regent Street Saratoga Springs, NY 12866 Project No.: 2024015 Design: CMI Drawn: JTM Ch'k'd: CMI Date: 6/3/2024 Scale: NTS Rev: Description: Date: 1 REVIEW COMMENTS 6/17/2024 2 REVIEW COMMENTS 7/12/2024 3 FINAL MYLARS 7/30/2024 Drawing Title SITE DETAILS Drawing No. L-6.0 DBH= x INCHES CRITICAL ROOT ZONE= AREA WITHIN x FEET FROM TRUNK 71 c CRITICAL ROOT ZONE NOTES: 1. TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK DIAMETER, OR 6% WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, AND BE CONSTRUCTED OF CHAINLINK. 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2' (MIN) INTO THE GROUND. POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. 5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION, TREE PROTECTION FENCING DETAIL. N.T.S. TREE PROTECTION Scale: NTS NOTES: FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL. IS ADDED REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE REMOVE TREE WRAP IF ANY FOLLOWING INFORMATION, TO BE APPROVED BY THE EXISTS DO NOT ADD TREE WRAP CITY OF SARATOGA SPRINGS: ARBORTIE BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. ROOT CROWN SHOULD ALWAYS REMAIN EXPOSED TOTAL QUANTITY SPACING MULCH 3" MAX STAKES 2"-2 1/2" DIA. OR SQ. 8' LONG FINISH GRADE --► USE 3 STAKES FOR OVER 2" CAL. 2 STAKES- 2" CAL. & UNDER REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER MAN-MADE MATERIAL FROM THE ROOT BALL. THE WIRE BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE THE ROOT BALL. ZROOT-BALL THE TREE PIT WILL BE DUG To 3X THE DIAMETER OF THE ROOT -BALL WHERE PRACTICAL OR MIN OF 2X THE UNDISTURBED SUBGRADE DIAMETER. TREE PLANTING DETAIL.__ N.T.S. REVISED DATE CITY OF SARATOGA SPRINGS, NEW YORK DWG No MJZ 3 20 STANDARD CONSTRUCTION DETAIL Tree Planting L-1 DECIDUOUS TREE Scale: NTS 3ALV. TURNBUCKLE >1 PER CABLE 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. � 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED PRIOR TO BACKFILL, CUT AND REMOVE ROPE SURROUNDING TREE TRUNK AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL, NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE NOTES: 1. TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY, WITH ROOT FLARE EXPOSED. 2. TREE SHALL BE SET PLUMB AND STRAIGHT. 3. PRUNE, WATER AND FERTILIZE IN ACCORDANCE WITH SPECIFICATIONS. EVERGREEN TREE Scale: NTS ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME COMMON NAME TOTAL QUANTITY HEIGHT SPREAD SPACING ROOT TYPE c SHRUB PANTING DETAIL APPROVED: 1/13/2010 PLANNING BOARD DATE SHRUB PLANTING Scale: NTS DECIDUOUS EVERGREEN BARK MULCH 3" MIN. AMENDED TOPSOIL MIXTURE IN THE FOLLOWING RATIOS, BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) UNDISTURBED SUBGRADE N.T.S. CITY OF SARATOGA SPRINGS, NEW YORK DWG No STANDARD DETAIL Shrub P l a n t i n g L-2 IVI I N . PERENNIAL PLANTING Scale: NTS NOTES PLANT PERENNIALS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE -' COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED, FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE 60 DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE 't=' OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. z 6 17" DIABASE, 12"DIA BOLT CIRCLE', DIAMOND PATTERN, Z FOUR "' x 18" ANCHOR BOLTS DECORATIVE STREET LIGHT Scale: NITS BENCH Scale: NTS 2'-A"" N 6 CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS, 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR CATALOG NUMBER: PT-D 650S RL E D-5T-4AR22T5- MDL03-A-PEC/4214T4/BK �o0 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD. t" CHAMFER FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL L 6'-1 L s INDUSTRIAL DRIVE RIVET 1 a" x 1 �' U-CHANNEL RAIL SQ. PICKET - 2 �" SQUARE POST' " ALUMINUM AIRCRAFT RIVET- POST CAP FLAT fl ABERDEEN FENCE (3 RAIL, 1 ROW OF DIAMONDS) BY IRON WORLD OR EQUAL ORNAMENTAL FENCE Scale: NTS urban ambiance U Q L1331 SCONCE w._ 4.5" 'i 7.6" j EX'TEL21OR WALL . 3 I - } 3 i i I � I i 1i~ Fixture can 3 only be mounted in 1 the direction indicated I 1 ,- ..._�_.._ 8 ._._. .. CoRadian t'txtarssa e MaFerid QuMcy } Steel $t!8dt Mete"iai tiAa!'t'r1a54, Beveled Edge tluib Type At9 t8".Mlum Base wattage tea Number of SvRss x Eidhs tlxtuded style � l Modem tyemt"auee t9. t Bti. R:+ng Weight (!n EBS} Chain Eength wet Locations 73s i g tixtatuian Rails D Cetlmg t Back P!alt---- tS"W x 7"N Power wka (in iixpas} LED &db tortgaMihla -' ------- 5 yes sbped CeBpp t�n WA LIGHT - EXTERIOR WALL SCONCE POST CAP urban ambiance UQL1354 EXTERIOR WALL PENDANT I Rixlhta L'tdlsr3"an NaR99. Lli7�R' j�`Ftxlarr �nt5li f_S2te StnnnF 3 fixture 6 ew,4l s i i sbie"Mafatiaf OWRCvsul Bull, Rase Type. i bid lu ukt BalpwaBage Number of Nibs !tell. _ - i Rutts taeladed till, j Prkpaly Style mods", FFiah,eA-. 3 taetmn Rag weight Im Los) Ctuin Lenga, ExInnswn Reds tune ! ceiling ? Rack Plate Dime HIT -X vw 3 Power War E mlith , cell ....... ....................... LEB' Ruth Cmnyatibie *rs. st"eii Cevimg calapallbm }c:... LIGHT - EXTERIOR WALL PENDANT Scale: NTS Scale: NTS PLANTING NOTES: 0 The LA GROUP Landscape Architecture & Engineering P.C- PeopCe. Purpose. Ptace. 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. Bonacio Construction 18 Division Street Saratoga Springs, NY 12866 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES 14. PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN 15. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE STANDARD FOR NURSERY STOCK." ALL PLANTS SHOULD BE NURSERY GROWN PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PLAN SHALL GOVERN. PROJECT. 16. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND 2. PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT WATERING, FERTILIZATION, AND RE -SEEDING AS NECESSARY, Project Title. MEASURE BRANCHES OR ROOTS TIP -TO -TIP. 17. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND 122 Regent Street 3. ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION AND SIZE OF PLANT REQUIRED, PLANTS SHALL BE PREMIUM QUALITY, APPEAR DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE 'FULL', OR'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE DAMAGED PLANTINGS. CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 18. UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST I 4. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE 122 Regent Street g OTHERWISE NOTED ON PLANT LIST. LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL Saratoga Springs, NY 12866 COMPLETION. 5. TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST 6. 7. 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. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 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 19. FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TIC 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) NEk �P'��'� B. y3, y ci m d'F A��E3SIONP SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING OF UNEVEN SETTLING OR LEANING. HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN 20.2. LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF APPROVAL OF THE LANDSCAPE ARCHITECT. WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" Project No.: 2024015 Design: CMI 8. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS Drawn: JTM Ch'k'd: CMI FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND 21. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. Date: 6/3/2024 Scale: NTS 9. TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO 22. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR Rev: Description: Date: 1 REVIEW COMMENTS 6/17/2024 2 REVIEW COMMENTS 7/12/2024 PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING 3 FINAL MYLARS 7/30/2024 DEATH AND UNSATISFACTORY WORK. 10. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR 23. CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, TO THE COMMENCEMENT OF PLANTING. AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE 11. INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE SPECIFIED ON THE PLANTING LIST. Drawing Title ACCEPTANCE OF ROUGH GRADING. 24. GRASS SEED: FRESH, CLEAN, DRY, NEW -CROP SEED COMPLYING WITH AOSA'S 12. CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. SITE DETAILS FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED 13. ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. SEED, AS FOLLOWS: 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 GREATEST Q Planning Board #20240427 Drawing No. DIMENSION, AND SHALL BE DARK BROWN IN COLOR. b �roval ' Approved under authority of a resolution adopted 1 by, the PlannB of he City of Saratoga Sprin s. C irperson a Signed _ e 0 (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. 8"0 DIP 1 PIPE LENGTH (18'-0" MIN.) ry w > O U z 10 PROPOSED FINISHED GRADE nR FXIF;TING npnl1Nn I INF TELESCOPIC PATTERN VALVE BOX PROPOSED TAPPING SLEEVE -EXISTING WATER MAIN l: C�II SECTION A -A 11^0 ROOFING FELT "HRUST BLOCK RUSHED STONE PIPE BEDDING, AS 1211 X 1211 SOLID PRECAST -]MECHANICAL JOINT TAPPING VALVE & M.J. SPECIFIED CONCRETE BLOCKS (6" MIN. THICK) RETAINER GLANDS WATER MAIN CONNECTION Scale: NTS FRAME AND GRATE FINISHED GRADE PRECAST CONCRETE RISER RING SET IN FULL BED OF MORTAR w_._.--------- F r 1 ' Ir 24" DIA. i' t r a K ; .f PRECAST CONCRETE 51 DRY WELL. a Ii PRECAST CONCRETE DRYWELL FOOTING DRYWELL Scale: NTS SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT AS SPECIFIED MIN. EXIST. PVMT. CRUSHED STONE NYSDOT TABLE 703-4 12" (MIN.) SIZE 3 GEOTEXTILE SEPARATION FABRIC, TOP AND SIDES ONLY NOTES: W,W"p (H PLAN (TYP.) WATER MAIN (OR SEWER FORCE MAIN) -CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I UNDISTURBED SOIL 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V± = LD W + I.D.L- I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY 61 WHERE: YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET 2. CONCRETE NOT TO OVERLAP ANY JOINT. D = DEPTH OF BLOCK IN FEET W =WIDTH OF BLOCK IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH I.D. INSIDE DIAMETER OF PIPE IN FEET REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS 6. REQUIRED BEARING AREAS ARE BASED ON LARGER THAN 12" DIA, TO BE APPROVED BY CITY ENGINEER. 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. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45° (1/8) BEND 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT. DIMENSIONS D x L D x L D x L x L D x L 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2 4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 10 8.8 2.5 x 3.5 12.5 3.0 x 4.5 6 8 2.0 x 3.0 3.4 1.5 x 2.5 1.7 1.0 x 2.0 12 12.7 3.5 x 3.5 18.0 4.0 x 4.5 9.7 2.5 x 4.0 5.0 2.0 x 2.5 2.5 1.5 x 2.0 THRUST BLOCK DETAIL Scale: NTS TOPSOIL FRAME AND GRATE /--FINISH / GRADE SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL I SELECT GRANULAR BACKFILL BURIED IDENTIFICATION ? a WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT SIZE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. + CRUSHED 1 & 2 MECHANICAL PIPE O.D./2 AGGREGATE COMPACTION PIPE ZONE BACKFILL 12' MIN. CRUSHED 1 & 2 MECHANICAL COVER AGGREGATE COMPACTION FINAL TRENCH BACKFILL VARIES SELECT 203.07 MECHANICAL GRANULAR FILL COMPACTION NOTES: 1. 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. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. TYPICAL PIPE TRENCH DETAIL YARD DRAIN Scale: NTS DRIP STRIP Scale: NTS {i CRUSHED STONE .. ::i L..:: : -::; i:.~::-1€1= ~ : r:; . , COMPACTED SUBGRADE FINISH GRADE CRUSHED STONE, N01 & NO2 STONE MIRAFI 160N GEOTEXTILE, SIDES AND BOTTOM ONLY 4`rJC is _......• ....__._...., i , .......__ ..... :............... 3 , .._....,..._. _............. Ei ........ .......... I .. i.._ W ...__. ___....._.. .. I._.........._; ---------- - PERMEABLE CONCRETE PAVERS, 10 SPACING SPREAD AND SWEEP No. 9 STONE IN OPENINGS 2" CHOKE STONE, No. 57 STONE 12" CRUSHED STONE, NYSDOT No. 2 STONE -FILTER FABRIC ALONG SIDES OF STONE, MIRAFI 160N -EXISTING UNCOMPACTED SUBGRADE OR ENGINEERED FILL WITH MINIMUM PERMEABILITY RATE OF AT LEAST 10" / HR -PROVIDE WATERPROOFING MEMBRANE (TUFF-N-DRI XTS W/ WARN-N-DRI INSULATION/DRAINAGE BOARD OR TUFF-N-DRI BARRIER BOARD) ALONG BUILDING FOUNDATION AT ALL LOCATIONS WITHIN 25 FT OF POROUS PAVEMENT POROUS CONCRETE PAVER DETAIL Scale: NTS Planning Board #20240427 Approval Approved under authority of a resolution adopted G L 7 L by the Planning Board of the City of Saratoga Springs. rer�aq , Date Signed kc4mml 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- Bonacio Construction 18 Division Street Saratoga Springs, NY 12866 Project Title.` 122 Regent Street 122 Regent Street Saratoga Springs, NY 12866 gam'. e. A 2 Oq 133H �� Project No.: 2024015 Design: CMI Drawn: JTM Ch'k'd: CMI Date: 6/3/2024 Scale: NTS Rev: Description: Date: 1 REVIEW COMMENTS 6/17/2024 2 REVIEW COMMENTS 7/12/2024 3 FINAL MYLARS 7/30/2024 Drawing Title SITE DETAILS Drawing No. L-8.0 Scale: NTS NEW LOUVERS AND TRIM, PTD., TYP. EXISTING WD. TRIM, PTD. EXISTING WD, SHINGLE EXISTING BRICK VENEEF NEW ALUM. CLAD WINDC EXISTING STONE BAND - EXISTING STONE VENEE NORTH ELEVATION _ 1/81f= 11-011 T.O. SUBFL00R - ATTIC NEW STANDING SEAM METAL ROOF I L.. EXISTING WD. - I BRACKETS, PTD., TYP. T 0 SUBFLOOR-SECOND FLOOR NEW STANDING SEAM METAL ROOF - -� NEW TIMBER BEAM, PTD., TYP. E I NEW TIMBER COLUMN, PTD., TYP. --- T.O. SUBFLOOR - FIRST FLOOR 0' 0, NEW STONE PAVERS ON - CONCRETE SLAB, TYP. 3 EAST ELEVATION 1 /8 = 1 -0 EXISTING FASCIA, PT �_T.O�. SU_BFLOOR -ATTIC � 23- 6112" NEW COMPOSITE TR NEW STANDING SEAT METAL ROOF, TYP NEW FASCIA, PTD, T' 0. SUBFLOOR - SECOND FLOOR 1 314" NEW TIMBER BEAM, NEW TIMBER COLUN Jh T.O. SUBFLOOR - FIRST FLOOR 0'-0" NEW STONE PAVER; CONCRETE SLAB, T) SOUTI—I CLCVH I IVIV 1 /8" = 1'-0" -- - - ----- EXISTING BRACKET, PTD., TYP. NEW COMPOSITE TRIM, PTD. - EXISTING SLATE ROOF SYSTEM - -- - NEW COMPOSITE TRIM, PTD., TYP. ----NEW STUCCO EXISTING WD, TRIM, PTD. - -- PANELS, PTD, TYP. EXISTING WD. SHINGLE SIDING, PTD. - EXISTING WD. TRIM.. PTD, EXISTING WD. SHINGLE SIDING, PTD. EXISTING BRICK VENEER NEW ALUM. CLAD WINDOW, TYP. EXISTING BRICK VENEER - EXISTING STONE BAND EXISTING STONE BAND - EXISTING STONE VENEER EXISTING STONE VENEER NEW WD, SHINGLE SIDING, PTD, IVCUV J I VNC J 1 Cro WEST ELEVATION 8 = 1 0 0 NEW STANDING SEAM METAL ROOF, TYP. XISTING FASCIA, PTD. T.O. SUBFLOOR -(ATTIC - - — 23' - 6 1 /2" NEW COMPOSITE TRIM, PTD, NEW STANDING SEAM METAL ROOF, TYP. NEW FASCIA, PTD, TYP. - T.O. SUBFLOOR- SECOND FLOOR ._00 -- 11' - 1 3/4" NEW TIMBER BEAM, PTD., TYP, NEW TIMBER COLUMN, PTD., TYP. T.—O. SUBFLOOR - FIRST FLOOR 0'-01, NEW STONE PAVERS ON CONCRETE SLAB, TYP. --- NEW STONE PAVERS ON CONCRETE SLAB, TYP. NEW ENTRY DOOR w/ TRANSOM, TYP. NEW TIMBER BEAM, PTD., TYP. NEW TIMBER COLUMN, PTD., TYP. EXISTING SLATE ROOF SYSTEM T.O. SUBFLOOR-IATTIC 23' - 61 /2" NEW COMPOSITE TRIM, PTD., TYP. NEW STUCCO PANELS, PTD. TYP. NEW ALUM. CLAD WINDOW, TYP. NEW STANDING SEAM METAL ROOF _ T.O. SUBFLOOR - SECOND FLOOR 11' -1 3/4" EXISTING WD, BRACKETS, PTD., TYP. T.O. SUBFLOOR - FIRST FLOOR_ WD. TRIM, PTD, WD. SHINGLE SIDING, PTD. BRICK VENEER M. CLAD WINDOW, TYP. STONE BAND STONE VENEER Phone: 518.429.8093 email: kbuff@k barchitecture.com NOT FOR CONSTRUCTION No. Description Date Client: BONACIO CONSTRUCTION Project: 122 REGENT ST., SARATOGA, NY BUILDING ELEVATIONS Date Drawn by Checked by Scale 2024.11 06.03.2024 KW KPB 6- co 0o 0 N 1/8" = 1'-0" N co CD ALUM. CLAD WD. WINDOW, TYP. RE AR ELEVATION - GARAGE 1 /4" C 1 1-011 ASPHALT SHINGLE ROOFING STEPPED COMPOSITE FASCIA, PTD. - COMPOSITE RAKE TRIM, PTD. WD. SHINGLE SIDING, PTD. - METAL FLASHING ROOFING - COMPOSITE FASCIA TRIM, PTD. WD. BRACKET AND - - TRELLIS, PTD. TYP. ALUM, CLAD WD. WINDOW - -- COMPOSITE CORNER TRIM, PTD, WD, SHINGLE SIDING, PTD. COMPOSITE WATERTABLE TRIM, TYP, SIDE ELEVATION - GARAGE Lam" - v I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I FRONT ELEVATION - GARAGE V-0" nrl AN Eel Clifton Park, New York Phone: 518.429.8093 email: kbuff@kpbarchitecture.com NOT FOR CONSTRUCTION No. Description Date Client: BONACIO CONSTRUCTION Project: 122 REGENT ST., SARATOGA, NY GARAGE FLOOR PLAN AND ELEVATIONS Project number 2024.11 2 Date 06.03.2024 A-3 - Drawn by KW Checked by KPB a 0 FLOOR PLAN - CARPORT - MIT 6 FLOOR PLAN - GARAGE - Q _ � N 11 = V-0" 1 „ /� 1/4 —1-0 — - _ Scale -011 1 /4" = 1 N — — co