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HomeMy WebLinkAbout20250518 East Ave, Covell Ave, North Ave Final Subdivision Plans As-Approved 04.15.2026East Avenue Subdivision PROJECT LOCATION MAP: 11 SCALE: 1 "=150' PROJECT VICINITY MAP: Q PREPARED BY: The LA GROUP kc4mml P 518/587-8100 F 518/587-0180 www.thelagroup.com Landscape Architecture,& Engineering P.C. People. Purpose. Place. 40 Long Alley www.thelagroup.com Saratoga Springs New York 12866 SCALE: 1 "=600' SURVEYOR: Gilbert VanGuilder Land Surveyor, PLLC 988 Route 146 Clifton Park, NY 12065 (518) 383-0634 SITE STATISTICS TAX MAP PARCEL 166.5-2-36, 166.5-2-41, 166.5-2-43 ZONING DISTRICT MIN. LOT AREA MIN. AVERAGE WIDTH (FT): MAX. BUILDING COVERAGE MAX. IMPERVIOUS SURFACE COVERAGE MAX. BUILDING HEIGHT MIN. FRONT SETBACK MIN. INTERIOR SIDE SETBACK MIN. TOTAL INTERIOR SIDE SETBACK MIN. REAR SETBACK PARCEL SIZE 0.23 AC, 0.32 AC, 0.44 AC UR-2: URBAN RESIDENTIAL 6,600 S.F. 60 FT 40% 70% 40 FT 10 FT 8 FT 20 FT 25 FT PROPOSED USE: SINGLE FAMILY RESIDENTIAL NOTICE OF DECISION CITY OF SARATOGA SPRINGS / r MARK PINGEL, Chair PLANNING BOARD IOSEPHFERRANTE,Vice Chair KERRY MAYO City Hall - 474 Broadway WILLIAM MCTYGUE ` Saratoga Springs, New York 12866 MICHAEL KING Tel: 518-587-3550 TONY STELLATO R b D PORs;r_u .,y www,saratoga-springs.org ALEX WHITE JENNIFER JOHNSON, Alternate NOTICE OF DECISION IN THE MATTER OF THE APPLICATION #20250518 OF JAYco NEW BUILD EAST AVE./COVELL AVE./NORTH AVE. SARAFOGA SPRINGS, NY 12866 _._._..-._._.-.-I I CITY OF I SARATOGA STRINGS � 10/1/2025 ACCOUNTS DEPAR"I'MENT ........................................... ........................... _................... ., Involving the premises with Tax Parcel ID# 166,5-2-41, 43 & 36, in the City of Saratoga Springs, on an application for final plat review of a proposed six -lot subdivision in the Urban Residential — 2 (UR-2) District with the Planning Board who met on September 11, 2025 and made the following decision(s): In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA Short Environmental Assessment Form Parts 1 and 2, the Planning Board issued the following decision on September 11, 2025 — passed 7-0 (Pingel, Ferrante, Mayo, McTygue, King, Stellato, White); W Issue Negative SEQRA Declaration And, in accordance with the purpose and objectives set forth in the City's Unified Development Ordinance Article 14 "Subdivision Approval', the Planning Board issued the following decision on September 11, 2025 — passed 7-0 (Pingel, Ferrante, Mayo, McTygue, King, Stellato, White); 0 Approve final plat (with revision date, August 27, 2025) with the following revisions and conditions 1. The homes on lots 1 and 5 shall face East Ave., with driveway access to these lots taken from the side street. 2. Instead of installation of sidewalks along North Ave. and Covell Ave., the applicant shall install a continuous sidewalk along the north side of East Ave. from Route 50 to Maple Ave. 3. Install crosswalk across East Ave. at Maple Ave., subject to DIPS approval. 4. Align the sidewalk on either side of Covell Ave. with pedestrian crossing in front of stop bar. 5. Install two pedestrian street lights along East Ave. 6. Final plans shall be to the satisfaction of DPW. The applicant is required to complete the following prior to signing of the final plat by the Planning Board Chair: • Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on- and off -site improvements. • Submit a fee in lieu of dedication of recreation lands for six new residential units ($12,000) • Submit one (1) mylar and two (2) paper copies of the final approved subdivision plat for signature by the Planning Board Chair. File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as provided in Article 3, Section 32 of General City Law. Approval of the final plat expires within one year after the resolution granting such approval unless all requirements stated in such resolution have been certified and completed per Article 14 of the UDO. APPLICANT: Jayco New Build, LLC 14 Dakota Drive Gansevoort, NY 12831 East Ave, Saratoga Springs, NY 12866 February 18, 2026 SHEET INDEX: COVER S1 SUBDIVISION PLAN C-1.0 SITE PREPARATION AND DEMOLITION PLAN C-2.0 SITE LAYOUT PLAN C-3.0 UTILITY AND GRADING PLAN C-4.0 SITE DETAILS C-4.1 SITE DETAILS CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. 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 # 20250518 Approval Approved under authority of a resolution adopted • LS by the Planning Board of the City of Saratoga Springs. 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Of , K . v I� WWA aaHaaISN03 HH TPIHS was aasSOEma QNV aHniVNOis 'IVHIOIHO S,HoxaAHRs GMVI MU ONIHVaH dVW ka&MS SIH,L d0 SaidO3 MO 'xv'i HOLLvonaa HiviS xHOA dam Ell do z NOISW(i -EMS '60U NOLLoaS do NOLLVTOIA V SI dVA AaAHnS suit, of sNoLLlaav Ho sxoLLVHai'IV auraoHinvNn i t �F itl ij CONSTRUCTION ENTRANCE 1 C-4.0 REMOVE ASPHALT �l 1 M iZt� A PAVEMENT, TYP. 2it;,,ty top,CONCRETE WASHOUT C40 ,.arr e \� t _r._... __------ ---- _ -._. �....... V :; . _,r e SAWCUT" C T _-----. -._______...... .__.,_..__.._.__----------- .___ .._......_........__.._ a ' .t .........__ A VENUE . v .. `......__ W .,_........._ .__. W .._ W_ . .. . ....U) t W ,l f\ `` r ` ,,, � y � is , C -....... .._._. Se r �:7ho e , �d - trrf„ r Clef t � ``� t• t,�-' lit\ � �\ , f _ .40 t c.i t r: t ✓ +xy Mr Er 1� l t t _� \ t l \ � 15.00' „ Ax ID: i �`� •1 'n � � t'�J � t t� � � 'v tom_ ,l �t Vic; .gee Deed , No. V ei _521 �,fa � -� t t .tPJ � � ✓ !l -�h Basin , i;..... , X. X. !i l cl_ v 1 , , �y ii - , 11, z _ _._ tt 1 to 2...r.... j TAX ID: i 1 l / 1 : \ •` \ See Dee;' `N, No. ... I t 1 : ' ~ C-4.0 i}} SILT FENCE �tll 1 } -- _ \ } \ i Ott tl -L _SF t } 1 .'`?Till ✓ ' 3 G, y _ / o/F`t f ii • i ......... ._....._......._._............................ ...�.....p. s ._ - _... ........ v �. t ._... _ l.t.,1 ....._........ _._---- ------ �.................................._ _.. t r- W W W , _. W W -- tk W —____ _. _.._.......... .. ..... . _... ,y W ,,.. W W f1 ir�r: t r;:r : .. I?fCiCf`Lines W —CLEAR AND GRUB ALL — VEGETATION AS REQUIRED TO FACILITATE CONSTRUCTION W .rt//lty - /rr li, ._. W _,,.___. -_._. "T W • GENERAL NOTES CM1 1, EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 3/26/2025, AS PREPARED BY GILBERT VANGUILDER, HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. The LA GROUP 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, 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 Landscape Architecture & Engineering P.O. LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR People. Purpose. Place. DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 40 Long Alley p, 518-587-8100 Saratoga Springs f 518-587-0180 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR NY 12866 www.thelagroup.com SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED Unauthorized alteration or addition to this LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND, document is a violation of Section 7209 of the ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES New York State Education Law. SHALL BE BORNE BY THE CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY © the LA Group 2017 BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. Prepared for.• ..__._____.._____.._—_---.-_-__ __ �� - 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. a co New Build, L LC �/ 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING 14 Dakota Drive . VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR Gansevoort NY 12831 , _. W _..........____...,_ , ......t _}t` 1'r rsre SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. ?may \ 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED I ''"�`y:ir ono BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL _. t........_..._. ',_.----- __ ._. _.__.....__._......__ _ w-, ..__.............._--- OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 8. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE fuse WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 9. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, 1 =PYI ) STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. r 10. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 11, CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, j , Q, f EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED, i SITE PREPARATION NOTES 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. i 2. ALL EROSION CONTROL HALL MEASURES BE IN PLACE Y S S L CE PRIOR TO AN EARTH DISTURBING ACTIVITIES. 3. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. PROTECTION NOTES. 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. Project Title.- 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, East Ave EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, Subdivision AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO is ! PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. ' ! 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT East Ave SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE Saratoga Springs INSTALLED. NY, 12866 fi �• ' 1 r • 1 j � w —1 W_ W — W W ......._..........__...._ W cx er � t W Se:rver~ iW r,:`1ole t "? UE 4! I t i ,,. WCx t er i 02 _.._............ r,y ;r}.. `c��1{ "'Dead xci........-rh .j....c7.... _Y ._.Ott�90.F` �"rrl� l.,riFer��yi?�ti :,CHy7rant ,._.. lC; � \ Cc. tch 5::a '. r; 89,69 �- �, ''' ,,�R�'' ,' � ',` ja'v' fr�f t� l '•�S'� li} `� lilt �Lll` \\ \ \ fl ..\. •. r \+ .f Traffici «' ,I , 1f ,r ; t,..: 11 ilL'-'y„ 3 ..-' \ .9 r f ` J r !1/I ; ra f x r \) 1 r "-� t } - / r' -. y, . !� ; l `� { : / (• i G\ r •-- t. /"Ci �i:S Y`�f '1(f - t ! i .r i Poie f s t^ 't 0 t "East >, as t r L`C � i. "'` ^a �._„_„...... \� Co ' :i C r �r :_ .. .:.. art •'1 Y �i i _..- , -` � rat , `�z� ,a,.•. --••. ,.,., -6'9_ 0r e Vvcr :, _ . > �- -^ l C L'I l Ct&i .. :r' t.-";' ,�,�'C7e ;� l riL7t"?••. °�,s`.��� `)�h _.. .,.., .,. ._„ r 8 Tr'f , crrt Grossing r;:ar N. Y. S. ROUTE 50 .•, j i._ rrN, (u q t Vj E lfl: •. } i ( _i27 _.- ............. _.................... .. ; ..._._.._ — __..- S...._..__.,..._..------------_ REMOVE ASPHALT PAVEMENT, TYP. I ........ _. ___ _................ _ __......... ... R F M n\/A I.q N CST F q 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER REPRESENTATIVE ON 0 S ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR r -_ .:........................................ FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF -SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. LEGEND PROPERTY LINE CLEAR AND GRUB VEGETATION REMOVE PAVEMENT ■�---���■ SAW CUT 20 10 0 5 10 15 20 xxxxxxxxx REMOVE ITEM Scale: 1" = 20' SF SILT FENCE Planning Board # 20250518 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: 7 ZG Ov �e m - � F 09133r' oFESSIO Project No.: 2025025 Design: DRC Drawn: MLD Ch'k'd: DRC Date: 6/12/2025 Scale: 1"=20' Rev: Description: Date: 1 City Comments 08/27/25 2 City Comments 02/18/26 Drawing Title SITE PREPARATION AND DEMOLITION PLAN Drawing No. C-1.0 DECORATIVE STREET LIGHT \ 1�F RONT SETBACK_ ---- '--- ---' \ \ \ ` N - N w | ' | | \ N w � � | | in Cn 0i M Q w | C� w \ \ � | | ` y / \ 2 \ | N | 25'REAR SETBACK SEE BUILDING NOTES DECORATIVE STREET LIGHT CD-4O __ _ _ _____ Dver�aod ",Jt//ityL/nes N | | n N w � � | | ca Cn =00 & 10 NORTH AVE ~ w | w | N | 25'REAR SETBACK w o - PROPOSED PROPERTY LINE ~ PROPOSED BUILDING PROPOSED SETBACK �--'REARSET8ACK TX)(8J�� 16���-2-4J 35'REARSETBACK N ---- ---- _--' - Deed Detectable Warning -S'trios- \--EXISTING STREET LIGHT Curb 4 S top 0 RESIDENTIAL DROP CURB, TYP. 5" ASPHALT PAVEMENT PATCH RELOCATED SIGN REMOVE AND, SALVAGE EXISTING SIGN FOR ALL OBTAIN �6`1 NY�tDOT HIGHWAY WORK PERMIT FOR PROPOSED WORK WITHIN CONCRETE SIDEWALK MATCH EXISTING SIDEWALK, FLUSH EXISTING SIDEWALK ioss CIS rion �������-� �C��� 1 Suale:1:2U (3 Scale: 1^=20' Planning Board _� r���,����� � � � K �����00L ff .L�������� ��� Approval Approved under authority of a resolution adopted 161,12-5 by the Planning Board of the City of Saratoga Springs Chairperson Date Signed: 1. PA= 7w, d RONT8ETBAC | N | | | N w | | m­.� zn / = N12 NORTH AVE w |~' w | ' N M | ' V/bode� N 25'REARSETBACK Wire ~ance U U'� U���^����� LAYOUT U NOTES �-�� 1ALL 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. FAS] 3. ALLL|NESANDOIK8ENS|ONSAREPARALLEL{}RPERPEND|CULARTOTHEL|NEGFROK�VVH|CHTHEYAREK�EASUREO 01b11*r UNLESS OTHERVV|8ENOTED. w---y;y kb/vo 4� C{)NTRACTORSHALL CO{lRD|NATELOCAT|{�N{}FALL UTILITIES (L|NEG.DUCTS, CONDUITS, SLEEVES, FOOTINGS, - ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, �on Roc PROPOSED LIGHTING FOOTINGS, ETC.).CONTRACTOR SHALL REPORT ANY DISCREPANCIES T{�OVVNER'S h�»�on� Found REPRESENTATIVE PRIOR TOCONTINUING WORK. ___-_ ' PLANT LIST � o | /��` | ^-` � - | `��/ ' � � j�r` �f�/� � / rw------*------W ---- UE 0 P� 0� W 8 DECORATIVE STREET LIGHT — %—AS - ������ ������ �� EXISTING SIDEWALK CONCRETES|DEVVALK Soole:1:2O QTY. I BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES AS 4 Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 2"-2 1/2" Cal. B&B, TREE FORM PO 3 Platanus x acerifolia 'Exclamation' Exclamation London Planetree 2"-2 1/2" Cal. B&B PROPERTIES WITHIN 300 FEET~ 1-,��0- TheLA GROUP Landscape Architecture mFonincc,ingp�. /e^p6.Puymx /Yface. 40 Long Alley /r5|8-587-8l00 Saratoga Springs f.-5lO'5O7'OlOU NY 12866 www.dbc1aornnpzom Unauthorized alteration u,addition mthis document isaviolation ofSection 72O9ofthe New York State Education Law. | C the LAGroup 20l7 | Prepared for.- U �U Build, � ^|.� � U �- �������� U����� [�U UA��� ��«� =��= �"" =" / 14 Dakota Drive Project Title.- ����f Ave ������ Subdivision � L..�^ ^ ^ | ��� l U��U��U���� ~°����.°..^.~~^^ | East Ave Saratoga Springs N\/'12866 6 of Project No.: 2025025 DR[ Drawn: ^xuo [h'k'd: on[ Date: 6/12/2025 Scale: 1"~20' Rev: Description: Date: 1 City Comments 08/27/25 2 City Comments 09/26/25 3 City Comments 02/18/26 4 City Comments 04/07/26 DmwIn9Title SITE LAYOUT PLAN 250 O - Drawing No. 8no|e: 1^=250' C-2.0 3/4' CURB STOP, TYP.- V t i Sewer- Vanhofe ,. �,;r���:r jai v r .�� r r w� :'s s � t t W W w 1 t i � 11 �i C:rL7 - -mholole it f �n xa ' 310 i't ,i 7{ 111 � .-� W : � � ...- � ....... .... i ti _ ..... ._ .. 1 rt1P it i "n, 1 1 t LOT 1 FFE:309.00 I I ii i�`��d�j ij1 r V ' `i Ar x/ f F y Catch basin iF'j`r-?, _ L 0 1 7,fj _., ilt1 t t .� �aa \tl �i \ i l ii � 1 � 'cl ` l `t t i i ti utility Pole 1 t t .) - .i � ti ti i "30MPI--1 `iit t i t •Y ` u� t ,i 1 tj t �f' PRIOR TO CONSTRUCTION CONTRACTOR SHALL LOCATE EXISTING WATER AND SEWER MAIN 6" SPR-35 PVC MIN 2% SLOPE R TH _A VENUE W f -... _--------- ......_ ._._.._...... . -r_ Z Nr_ LOT 2 FFE: 309.50 3/4" TYPE K COPPER WATER SERVICE, TYP. REPORTED LOCATION OF 4" WATER MAIN EXISTING FIRE HYDRANT :.`flit.! W ....._.._ ..-.....- ' ----.._. _.._..._ . i_-. . . u _.. .... . . - - ----- . . ....... V) LOT 3 OT IFFE: 312.00 I I FFE, 313.00 r I I 11 I co ` V I A'. ` TAX it ± �, 5-_2..._.�if.\Z \ Woo i` I I t LOT 5 LOT 6 , \ FFE:303.00 I I FFE:307.00 ! r 29 - 3 k_... _.. Fence w........_.... _ ._ ......._.._ _ _ t a V t I' I, rr�t;r�'fe: Post : LT j L..yam , f t _...... _ . _____........__. ___ _...... ................ ___....._._ _.----..._. _.. i \. . =r_ _....... rr 3, e .._.......... -------- ...._._..,.._ _.........._.. _...._... _ _.....................� _._._... _. _ , .....------._..__._._...._.... _.._...�.__._........_ - ... Wci ;�-�i� �' i-..-It,._'_""___` ' �_. � C ___._.._............._ W _VEINUE _-._._._ fi W .__'--'--" ---------- W __. �_ W�__ .7___ ly .__....__...._.___..W __..._............_._ ;Yr ___........_......_...._. y,, ._.........................._Sehrrr..Aranho/e �../iii% Valve� � � { .........�....-._...... :e _.._ ----- - ..............__.._........_. t._. .........._......._... .. _ S _.. ._ S S -- ............_... D r`,D _ ... '2,92 : \ l� 3 l.'. _� _ ,:..� � 6 $�R 35 PVC �- '; l Wotelli MIN % SLOPE ' t 1 r r--' x t \ , 3/4 TYPE K COPPER i 3/4 CURB ' Ertl tiff RE HYDRANT i Y,rr N. t II1hATER SERVICE, �TYP. __ , - ., i ii _.{.............._w;. __. _. c ._..... TOP..T1' o ­ii ! ! HOii 7rt7 .........; r HH.i' rt 9 f ti it ti PRIOR TO CONSTRUCTION t' ,- ' F�� ti CONTRACTOR SHALL LOCATE / i � 1� zr i'',i;:.tr rl s� r \ �fc. � � i 1 - �� �DEWALK CROSS \ EXISTING WATER AND SEWER SLOPE = 1.5%, TYP. �\ MAIN f` \ �1 ;fir `296 Af AY if+ iI i .. L c7 E7'G'= r a MATCH EXISTING <<,� SIDEWALK Us Line . � j fir' jrtr Hole r, f 4a,: .y !r _ Cros Yht �•" of fr, .� jl Liq `Skin`more`- Deter.ttixut ✓1'; rr,/n �trli_: -as Aven C : .:� .�-�-:-- �rlr��l ,"fit", y n f ., i !k Cjrb • i j..)fgt ill ' N. Y. S. ROUTE 50 l.............._....., t` t REPORTED LOCATION OF 6" WATER MAIN S----- 5 20 10 0 5 10 15 20 Scale: 1" = 20' WV Hdrar GRADING NOTES C1 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 3/26/2025, AS PREPARED BY GILBERT VANGUILDER. 2. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF The LA GROUP ONE -EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT Landscape Architecture & Engineering P.C. ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. PeopCe. Purpose. P&ce. 3. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY 40 Long Alley p: 518-587-8100 DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO Saratoga Springs f 518-587-0180 CONTINUING WORK, NY 12866 www.thelagroup.com 4. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. Unauthorized alteration or addition to this document is a violation of Section 7209 of the 5. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL New York State Education Law. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS A NO ADDITIONAL COST TO OWNER. © the LA Group 2017 6. OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE -USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. ' 7. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILI SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 8. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH - SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 9, SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 10. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 11. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY 3 DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. i 12. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTES WATER NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5-0 2. 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, 3. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. I i 4, 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, f _>hed f 5. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. . ............._.. - -------- _----- __....... . 6. 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. 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. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT Project TWe: CONFIGURATION, East Ave 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. Subdivision 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. SANITARY SEWER NOTES East Ave I Saratoga Springs I 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE NY, 12866 INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. i __._____...__ _............... 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. V 3. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 0 IL in 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO 1000 �� INSTALLATIONS. R�FESStONP� Prepared for Jayco New Build, LLC 14 Dakota Drive Gansevoorti NY 12831 LEGEND - - EXISTING PROPERTY LINE NEW PROPERTY LINE - - - - PROPERTY SETBACK EXISTING GAS LINE SAN PROPOSED SANITARY LINE - EXISTING SANITARY LINE ST PROPOSED STORM DRAIN - T._-- - EXISTING STORM DRAIN W PROPOSED WATER LINE EXISTING WATER LINE Planning Board # 20250518 Approval Approved under authority of a resolution adopted 101,17..6 ,5 by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: y a� Project No.: 2025025 Design: DRC Drawn: MLD Ch'k'd: DRC Date: 6/12/2025 Scale: Y=20' Rev: Description: Date: 1 City Comments 08/27/25 2 City Comments 02/18/26 3 City Comments 04/07/26 Drawing Title UTILITY AND GRADING PLAN Drawing No. C-3.0 NOTES.- 1 . MINIMUM STONE SIZE SHALL BE V-4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 2. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED. 3. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY. 4. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 5. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER POLLUTION PREVENTION PLAN. OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE Scale: NTS 10 MIL PLASTIC LINING STRAWBALES STAKED INTO GROUND w 8' (MIN.) k Ilk o a o 0 0 0 0 0 0 o a c o 0 0 o a u o CONCRETE WASHOUT Scale: NTS 10' MAX. � TO F: 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND CONCRETE WASHOUT SIGN CONCRETE STAPLES (2 PER WASHOUT BALE) STRAW BALE 10 MIL PLASTIC LINING z CV Z 0o g WOOD OR METAL STAKES (2 PER BALE) NOTE: 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE PROVIDED AT EACH LOCATION, 36" MIN. FENCE POST .......................................................................................... w .............................. ...... z ............................................................................................................................... — O o FILTER FABRIC m 2 ¢ - w - C7 0 3 N CD J J J w m U FLOW ................................................................................. ............ ........................... ,. .............................. Lu ........................................................................... ....................... }y_ , o ............................................ . .,. ¢ z - uL N co — z �O PERSPECTIVE VIEW EMBED FILTER FILTER FABRIC; FASTENED SECURELY TO CLOTH MIN. 8" FENCE POSTS W/ STAPLES SECTION INTO GROUND NOTES: 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 TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH 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 1/3 HEIGHT OF SILT FENCE IS REACHED OR WHEN "BULGES" DEVELOP IN THE SILT FENCE. �_ SILT FENCE Scale: NTS C TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION �TACK COAT - NYSDOT ITEM 407-0102 DILUTED ,� •;•� :1 � • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIII IIIIII"""'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��� PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE STANDARD 1-1/2" Y 12" ROADWAY UMMUC 01711rrLL or - COMPACTED GRAVEL- NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR NOTES: 1. TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING THE BINDER COURSE. ASPHALT PAVEMENT PROPOSED PAVING EXISTING PAVING TO REMAIN KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 12" 1 1/2" MINIMUM DEEP KEY INTO PROPOSED TOP COURSE ._EXISTING PAVEMENT Scale: NTS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO J WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR WA MxN,�/z N/z/ NOTES: 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 TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1. SIDEWALK MUST BE PLACED IN THE PUBLIC T TH S US C U LIC RIGHT OF WAY A E PROPERTY LINE. 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3. SIDEWALK T NOT EXTEND ACROSS ALLEYS S MUST 0 C OSS PUBLIC STREETS OR BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO J WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 4 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR NOTES: 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 TYPE 2 VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8 MIN. FROM THE EDGE OF SHOULDER. 8'(MIN.) 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 WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,' (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE 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 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER CONCRETE PAVEMENT ON GRADE Scale: NTS MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. REMOVE TREE WRAP IF ANY EXISTS DO NOT ADD TREE WRAP ARBORTIE ROOT CROWN SHOULD ALWAYS REMAIN EXPOSED NOTES: FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING REMOVE ALL CONSTRUCTION DEBRIS, ROCK'S 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 FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. 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 c y ' 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, THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT -BALL WHERE PRACTICAL OR MIN OF 2X THE UNDISTURBED SUBGRADE ROOT -BALL 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 TREE PLANTING Scale: NTS NOTES 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. 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 DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE, PROVIDE AND INSTALL 1 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 17" DIA. BASE, 12" DIA BOLT CIRCLE, DIAMOND PATTERN, FOUR �' x 18" ANCHOR BOLTS DECORATIVE STREET LIGHT Scale: NTS ` 'INUM FINIAL AND ROOF H AS POLE DL03 LED: 64 WATT 2200 COLOR tE, TYPE 5 DISTRIBUTION, 120-277 BLE DRIVER 'ORN LENS )CK FITTER OPARTMENT C PHOTOCELL )E) 'APERED POLE .125 WALL 6063-T6 STRUCTURAL GRADE :D FOR SINGLE UNIT ION H OR JMBER: ED-5T-4AR22T5- C/4214T4/BK E WITH 0.750" FLOOR THICKNESS, OR BOLTS AND ONE GROUND STUD FINISHED GRADE !INC PLATED ANCHOR BOLT 4SSEMBLY PER MANUFACTURER'S RECOMMENDATION ?" PVC SCHEDULE 40 JO DIRECT BURIAL 3ROUND ROD PER N.E.C. 000 PSI CONCRETE BASE WITH ;ONOTUBE FIBER FROM 20" DIA, INDISTURBED SUBGRADE OR ;OMPACTED TO 90% STANDARD ROCTOR Planning Board # 20250518 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: CM1 The LA GROUP Landscape Architecture & Engineering P.C. Peop%. 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. O the LA Group 2017 Prepared for- J ayco New Build, L LC 14 Dakota Drive Gansevoort, NY 12831 Project Title: East Ave Subdivision East Ave Saratoga Springs NY, 12866 el 1330 < SS10 Project No.: 2025025 Design: DRC Drawn: MLD Ch'k'd: DRC Date: 6/12/2025 Scale: 1"=20' Drawing Title SITE DETAILS Drawing No. C-4.0 Rev: Description: Date: Scale: NTS EXISTING SEWER MAIN: I ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR TAPPING SADDLE CONNECTION EASEMENT LIMIT TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ'D NEW SEWER MAIN CONSTRUCTION: 45' OR 60. WYE OR TEE/WYE� � 2'x 4" x 24" PRESSURE TREATED TO BE APPROVED BY D.P.W. SET PLUMB AT END OF LATERAL FLAGGED WITH FLOURESCENT COLORED SURVEY RIBBON FOR EASY IDENTIFICATION SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY — 6" MIN. SDR 35 PVC MIN. SCH. 40 PVC CITY PROPERTY PRIVATE PROPERTY SANITARY SEWER SERVICE - PLAN N. T.S. FINISHED GRADE 45' OR 30' BEND AS REQ'D 3f REVEAL SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% WAX. SANITARY SEWER SERVICE - SECTION 2"x 4"x 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB —GRADE NOTES: N . T. S. 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14, 3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT—OF—WAY: 4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS. APPROVED; CITY OF SARATOGA SPRINGS, NEW YORK DWG No 1 j`13/2014 PLANNING BOARD DATE STANDARD DETAIL San itary Sewer Service SA-3 CONNECTION TO EXISTING SANITARY MAIN Scale: NTS FINISHED GRADE FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER OR STORM SEWER " SEE NOTE NOTE: (REFERENCE - "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHT PRIOR TO BACKFILLING. UTILITY CROSSING Scale: NTS PROPERTY LINE I CURB SEE NOTE ROADWAY = \\ . \\\ \\\\\\\\\ NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS CURB BOX; MUELLER 5'-6"± MODEL H-10314 PRESENT INSTALL CURB BOX AT (IN TURF) MODEL H-10334 (IN CONCRETE PROPERTY LINE. WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" b SERVICE) Z z CURB STOP; MUELLER ORISEAL MODEL 3/4" COPPER TUBING (TYPE K) H-15209 COMPRESSION, MODEL H-15219 q (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" ") SERVICE) CORPORATION STOP WITH SEE DETAIL FOR SPLICE COMPRESSION FITTING, TEMPORARY CAP OR PLUG AS NECESSARY MUELLER H-15008 3/4" 3/4" MIN, SIZE TYPE K COPPER PIPE 8" D.I.P WATER MAIN SOLID CONC. BEARING BLOCK OR C.I. FOOT CONCRETE SIDEWALK - TYPE 1 AT NON -VEHICLE TRAFFIC AREAS. TYPE 2 AT VEHICLE TRAFFIC EXPANSION JOINT AREAS. (FULL DEPTH OF TURF PAVEMENT) ASPHALT—��y,u�'V�'''''j.Y ��DRIVEWAY 'RR 1-1/2" REVEAL 1w ASPHALT —�� ON OF p�N ; ONE Pt3E EXPANSION �— APRON OROp S v�wPV So0F F� JOINT 5'� M STREET' 6" CONCRETE CURB TAPER CURB DROP CURB AT RESIDENTIAL DRIVEWAY Scale: NTS ASPHALT WARP AREA (BOTH SIDES) Planning Board # 20250518 Approval Approved under authority of a resolution adopted J D by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: C1 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.• Jayco New Build, LLC 14 Dakota Drive Gansevoort, NY 12831 Project Title. - East Ave Subdivision East Ave Saratoga Springs NY, 12866 OFix CO r n w p 09133 ARdFESS1 Project No.: 2025025 Design: DRC Drawn: MILD Ch'k'd: DRC Date: 6/12/2025 Scale: 1"=20' Rev: Description: Date: Drawing Title SITE DETAILS Drawing No. C-4.1 WATER SERVICE Scale: NTS