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HomeMy WebLinkAbout20230410 30 Doten Ave Final Subdivision Signed Mylars30 Doten Avenue Subdivision PROJECT LOCATION MAP: Q SCALE: 1 "=150' PROJECT VICINITY MAP: ig PREPARED BY: The LA GROUPF P 518/587.8100 518/587 0180 www.thelagroup.com Landscape Architecture & Engineering P.C. People. Purpose. Place. 40 Long Alley Saratoga Springs www.thelagroup.com New York 12866 SCALE: 1 "=600' SURVEYOR: Thompson & Fleming Land Surveyors, P.C. 12 Lake Avenue Saratoga Springs, NY 12866 (518) 587-5665 SITE STATISTICS TAX MAP PARCEL #178.44-3-19 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 0.41 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 MARK TORPEY, Chair ` 1 PLANNING BOARD MARKPtNGEL. Vice Chxr A TODD EABOZZI City Nail - 474 Broadway KERRY MAYC3 rf2 Saratoga Springs, New York 12866 CHUCK MARSHALL a Tel: 518-587-3550 fax: 518-S8i1-9480 WILLIAM MCTYGUE PATRICIA MORRISON www.saratoga-springs.org APPLICANT: Trojanski Builders 627 Maple Avenue Saratoga Springs, NY 12866 (518) 350-6644 30 Doten Ave, Saratoga Springs, NY 12866 August 22, 2023 SHEET INDEX: COVER S1 EXISTING CONDITIONS PLAN S2 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 DETAILS C-4.1 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. NCal DECISION THE MATTER OF THE FINAL PLAT SUBDIVISION APPLICATION #2ii23Q4 I i} OF 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY PLAT ENGINEER PRIOR TO CONSTRUCTION. TROJANSKI BUILDERS 30 DOTEN AVENUE 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY SARATOGA SPRINGS, NY 12866 FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. Involving the premises with Tax Parcel ID# 178.44-3-19, in the City of Saratoga Springs, on an application for final plat review of a proposed two -lot subdivision within the Urban Residential — 2 (UR-2) Distract with the Planning Board who met on July 27, 2023 and made the following decision(s) by 5-0 vote (ayes: Torpey, Pingel, Marshall, 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY McTygue, Morrison): WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA short Environmental Assessment Form Parts l and 11, made a motion to issue a Negative SEQRA Declaration; 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED 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 July 27, 2023: Q Approve final subdivision plat (dated June 7, 2023) with the following conditions: 1. Satisfaction of all technical comments and final plans by City Engineer's OfficelDPW, 2. Submit a fee in lieu of dedication of recreation lands for one new lot ($2,000). 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 recreation of $2,000 for one new residential lot. • 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. r , ,�,qggust_17, 2023 i Date filed with Accounts Dept. Chair 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 # 20230410 Approval Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga 116-1#Z / 01 Chairperson 11.4 1\ tlr Date Signed: l� 2 P:\TUV\Trojanski, 30 Doten Ave S23-115\S23-115 Trojanski Existing Conditions Plan.dwg SHEET 2 OF 8 ,793 — 25 22 — (OD) pENN ,20 161) v 21.1 — — (5Y) O 8 _ — Z o so (641 . im) 8 8 tail iao 9. 9.2 — — 1 _ (73) — — — 04) 10 (75) z)ATOGA Location Map Vicinity Map 212 17 $j STREET ,211 8 20 g 104.31 (, ) 11.1 (2) IN ------ 11.2 18 (3) 11.3 ,20 m Z ,a32 m 14 15 ,0415) 16.1 ,zo _ Spp,INGS (0-D-) Map Legend o marker found, labeled ® utility pole ® water valve — — overhead wires /— wood fence —v—v—v—v— vinyl fence Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. Deed Reference: Trojanski Custom Builders, LLC Inst. #2022036068 n/f Maxine Washington In s t. #2008034934 n/f Maxine Washington Inst. #2008034934 n/f Mark A. Mead and Jennifer A. Mead Inst. #20090J1095 1 /2"IR. 1 /2"IR. 75.00' 75.00' I 1 I 1 I •324"SPRUCE I 1 25' SETBACK 1 25' SETBACK OQ Q I I O 1 1 Lot 1 I Lot 2 W I 9000 sf. or I 9000 sf, or 0.207 cc. o j 0.207 cc. Q) •� N iCN NI N t� N � m o c) a^ Q) of o �Y �N NI of o �-70N O� W I U% 1ra Z O (n Q) O a 1 m m m �I Ld V) � ( Ld V) c i I o 0 1 0 0 I I I I 1 1 10' SETBACK 1 10' SETBACK I 75.00' _ _ _ 75.00' CONC. WALK 11/2"IR• N0820'00"E 150.00' ��/ / / / /� 1/2"IR. WATER VALVE � .. .. .. .. EDGE OF ASPHALT Doten Aven e Y Map References: 1. "Plan of Proposed Lot Line Adjustment of lands of RAVMOR, LLC" dated Nov. 22, 2010 by Northeast Land Survey & Land Development Consultants, P.C. filed in the Saratoga County Clerk's Office as Map M201125. 2. "Latchford Two —Lot Subdivision" dated August 15, 2012 last revised 12/12/12 by Tommell & Assoc. filed in the Saratoga County Clerk's Office as Map M2013035 S08 20'00 "W 150. QO' N Subdivision Plan Scale: 1" = 20' UR-2 AREA REQUIREMENTS Maximum First Minimum Maximum Maximum Impervi Maximum Floor Elevation Minimum Setbacks Minimum Lot Building ous Building When Principal Total Interior Lot Area Width Coverage Surface Height Building Within Coverage 20' of Side Front Rear Interior Side Comer Lot Lines Side SF, 2F Only Side 6,600sf or r Nonresidential: 60' 40% 70% 40' 4' 25' 8' 20' 10' 10,000sf Section13 Record North _­"�e """ per map M2013035 PB #20230410 Approved u de a ty of a resolution adop by the Planning Bo of g I of Saratoga Sprin s.� Jk3 �t 6 / L Chairperson Date ig ed Z o v W C > O o Q •— nC: • O 0 VJ O O O M 0 v u7 04 u I ao a� X LP 0 w a Z ®Z a � °' 0 N (9 N Subdivision Plan O� N. E �� Y TH0�90 �Q �s cl� 49 623 J� LAtiO � DATE DESCRIPTION REVISIONS DATE: June 7, 2023 JOB NO.: S23-115.24 TAX MAP: 178.44-3-19 SCALE: 1 " = 20' 10 0 10 20 S2 S23-115.24 P:\TUV\Trojanski, 30 Doten Ave S23-115\S23-115 Trojanski SUBDIVISION PLAN.dwg SHEET 3 OF 8 3 t it, # v x < / ! i _. id i....,/ sl r l i' ! C. 4 .s� I i f E y � 1 _ � t It f j A / - . +` ! f+. ?t I/�� Ejj� f E t {"`"`mot f i F ( 1` , } i ; 1 ,- ..? �...: __ - / U. xx x----..._._ ..._.._.. -.... �.a. i_ ..._.._..__._._. .. Y......_...k_..____x__...._..z..._._..-_.._ __.. F SF SF E x�E-� -x-x-x-- C 3 SILT FENCE, TYP. C-4.0 X REMOVE FENCE \ . ENCLOSURE ��E�X� REMOVE SHED SPRUCE C AIl� 4_.:i�i� "WNCE 1 1 E;t tS_ IREMOVE TREE 1 1 I 1 I REMOVE POOL DECK 1 C-\~ i IN I irk W _ ii CONTRACTOR TO LOCATE EXISTING SANITARY SEWER SERVICE, REMOVE CAP AND ABANDON AT CONC. PAD PROPERTY LINE `—REMOVE RETAINING WALL \ 1 LL _ - 50" POPLAR 28"M ` r N. _. REMOVE / \ \ TREE i t... _. l _ ".....' R �' I j �e� � REMAINS �v r' REMOVE t r -\ 2 Y� 1 1 � ;..:, :_� ,_.. : ,.r LF CONC. PATIO r i~�� FM OVE TREE C REMOVE F... € R A - ! .:._ (^' r' .`\ 1 �.� FENCE`. f �' i 11 T 1_ 1 _ REMOVE GARAGE & ' : ROOF OVERHANG I I 1 1 LL- CONTRACTOR TO 1 LOCATE EXISTING I z ~ 1 WATER SERVICE I AND SHUT OFF AT .. ya r� CORPORATION STOP I . \ 1 } V R, ? AN ` L s..... I : cn~ L ....... I I `1 REMOVE 1 CONCRETE'. 2 HOUSE REMOVE � WASHOUT, ONE ' C-4.0 , \ CONC. WALK, PER LOT, TYP. ' WOOD DECK, 1 &STEPS • P OF' t C j ; , • ..3. I.... - . >A A _-sA.-- -sA ___ 0 a SA— _c y_._ c A CA_ - _ SA i i—_�___ t A.___ .. _SA.._....__ _.____a T ............ _._...._ ..... a� __._�... \`� e ...............__ _ _.., ...... _W.._......... _. _._._ ..._......_.__�y____..._......__,�,_____....... i { -- R1V 3: < .. 11ViV- i 5tl \: u i J ® \ 41 Mill r. ?! i h , ...i..,..... ..... PAVEMENT FOR UTILITY ! y € t"a E {� CONNECTIONS 6111111=1 him 2 CONCRETE C-4.0 WASHOUT, ONE PER LOT, TYP. -46 --REMOVE ASPHALT DRIVEWAY __....... E; _..... __ ., (l .. L. __.— . _______... _-...... - SA SA �r�...._.._._.._ �__.__....__.. R F / rt d If �.i`l i'.\ /i' ' 11�r I,J Y' �"._... ,'+ \. l✓ 1....frt L... f` ,/ 1......f i j 7t✓ L' ~ ,\ \LJ i -\ J i EXISTING FENCE TO REMAIN r i• R . —REMOVE FENCE _------. w. __. ....... U ._...._.. ...._.__.._SA.._...-.._- SA..•-__._-------------SA_....._..._._...._.._...cA._...._._..__..._.....SA ---- ---..._......_.-----SA SIA------- /fc is _.SA..._..._...__._.----SA--- -- ...............SA SA SA SA_ _ .SA _ sp..._...._- W-----_-------------------- W.._......._._..........-----.._.__.._......_..--1W .......... .... ..._.......... W........ _.......--- w' _._... ..... _ _ ._ _ w __ __. ._..__._................ SAN,M . RIM _ 1 t 2 Y . — \'3 0 . , z_}. mot 10 5 0 2 4 6 810 Scale: 1" = 10' LEGEND GENERAL NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 4/06/2023, AS PREPARED BY THOMPSON AND FLEMING. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 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 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. 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. 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.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 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. 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL 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 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, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 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, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED, 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. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY 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. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, DISPOSED OF MUST BE DONE SO IN A SAFE LEGAL MANNER IN ACCORDANCE WITH ALL LOCAL RECY OR 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 FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT TREE SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS SYSTEM AND SATISFACTORY OFF SITE DISPOSAL OF ALL S, S U S, S U OU V S. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE DEBRIS PRODUCED THROUGH THE REMOVAL OPERATION 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. PROPERTY LINE BUILDING REMOVAL ASPHALT/CONCRETE REMOVAL xxxxxxxxx REMOVE ITEM — — — — — — — — — SAWCUT SF SILT FENCE Planning Board # 20230410 Approval Approved under authority of a resolution adopted � Z by the Planning Board of the City of Saratoga Springs. rr i Chairperson11.� V1* A �/*1 V • Date Signed:161Z� CM1 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 2023 Prepared fora Trojanski Builders 627 Maple Ave Saratoga Springs, NY 12866 Project Title: 30 Doten Avenue Subdivision 30 Doten Ave, Saratoga Springs, NY 12866 Project No.: 2023028 Design: DBH Drawn: LRC Ch'k'd: DBH Date: 8/22/2023 Scale: 1"=10' Drawing Title SITE PREPARATION AND DEMOLITION PLAN Drawing No. C-1.0 1 x o W mga aa� d V Z � Q 0, X W N N w 2 N m Q N M Um:� -0 , mZ6E N°Z `/ I �f YffJ X i1"") V V c" r j1 f %j'' `I 1 I + 1 1 I 1 1 a.. I �z 1 �D � 1 . 1 I 1 C\ Q, m IW n �„j Ij 10 I s"e 1 1 1 f 'L✓ 1. i `�' , f ''y �". a X- - X_X-x-x-x_x_x_x_x-x--X- 25' REAR SETBACK r RVr VJCL/ HOUSE 10' FRONT SETBACK 1 1 1 I TULIP POPLAR, LIRIODENDRON TULIPIFERA (2.5%3" DBH) 0 L 25' REAR SETBACK - 10' FRONT SETBACK - SERVICEBERRY; SHADBLOW STREET TREE (2"-2.5" DBH) SERVICEBERRY; SHADBLOW _(_j+ STREET TREE (2"-2.5" DBH) LAYOUT NOTES LAWN THORNLESS COCKSPUR HAWTHORN STREET TREE (2"-2.5" DBH) Lea\\ RIO � 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB, 5. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. DECORATIVE OAd TREET LIGHT LAWN -ASPHALT- DRIVEWAYS -ASPHALT- PAVEMENT t'' d l lfu ( J S �..f i r f t i r f F f Z i 011 T) r-� QJN \ram CONCRETE SIDEWALK SIDEWALK LAWN THORNLESS COCKSPUR HAWTHORN STREET TREE (2"-2.5" DBH) CONCRETE CURB 10 5 0 2 4 6 810 Scale: 1" = 10' TRANSITION CURB LEGEND NEW PROPERTY LINE EXISTING PROPERTY LINE - - - PROPERTY SETBACK PROPOSED ASPHALT PAVEMENT o a PROPOSED CONCRETE SIDEWALK LAYOUT NOTES 1, ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION, 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. PROPERTIES WITHIN 300 FEET PARCEL # LOCATION OWNER NAME ACRES 178.44-2-10 DOTEN AVE JACKSON, HENRIETTA 0.06 178,44-2-14 14JOSHUA RD DESIMONE,DARREN 0.32 178.44-2-15 4 JOSHUARD AMENDOLA, RICHARD D 0.24 178.44-2-16 4 PENN ST TESTO, JOHN P 0.09 178.44-2-17 2 JOSHUARD TESTO, JOHN P 0.15 178.44-2-18 3 PENN ST MCDONOUGH, MATTHEWM 0.24 178.44-2-20.1 JOSHUARD VAR LEY, SCOTT 0.2 178.44-2-20.2 20 JOSHUARD PATRIOT PROPERTY RENTALS, LLC 0.18 178,44-2-31.1 23 DOTEN AVE TOWNSEND, ROBERT E 0.15 178.44-2-31.2 DOTEN AVE-REAR AMENDOLA, RICHARD D 0.09 178.44-2-5.2 11 DOTEN AVE BILLIS, MARIA 0.25 178.44-2-5.3 DOTEN AVE ETHIER, STEPHEN P 0.01 178.44-2-6 1 PENN ST ROBINSON, THELMA 0.16 178.44-2-7 3 DOTEN AVE BOGHOSIAN BROS INC 0.24 178.44-2-9.1 25 DOTEN AVE BARRY, BROOKE L 0.32 178.44-2-9.2 29 DOTEN AVE DAGGS, CAROL R 0.32 178.44-3-10.1 285 JEFFERSON ST USAS, CHARLES WILLIAM 0.49 178.44-3-11.1 14 RICHARD AVE DOYLE, MARK MATTHEW 0.16 178.44-3-11.2 12 RICHARD AVE PATTON, GARY L 0.16 178.44-3-11.3 10 RICHARD AVE COUSINEAU, STEVEN A 0.16 178.44-3-14 8 RICHARD AVE TERPAK, TODD 0.13 178,44-3-15 15 RICHARD AVE MEAD, MARK A 0.2 178.44-3-16.1 34 DOTEN AVE KARANDY, DAVID 0.08 178.44-3-17 32 DOTEN AVE JOHNSON, GARYJ 0.12 178.44-3-18 RICHARD AVE WASH INGTON, MAX NE 0.28 178.44-3-19 30 DOTEN AVE WILSON, KEITH 0.41 178.44-3-20 23 RICHARD AVE WASH INGTON, MAX NE 0.55 178.44-3-21.1 22 DOTEN AVE LATCHFORD, TIMOTHY P 0.22 178.44-3-21.2 DOTEN AVE CARPENTER, MARK J 0.19 178.44-3-22 16 DOTEN AVE MBNR REVOCABLE TRUST 0.2 178.44-3-23 14 DOTEN AVE HEBERT, BEN 0.2 178.44-3-27 12 DOTEN AVE BORNSTEIN, BARRYA 0.31 178.44-3-7 151 JEFFERSON ST WHITMORE, COURT APARTMENTS 4.65 178.44-3-9 283 JEFFERSON ST USAS, C WILLIAM 0.42 178.52-1-1.1 22 JOSHUA RD COSMER, ROBERT J 0.2 178.52-1-1.2 JOSHUARD PATRIOT PROPERTY RENTALS, LLC 0.02 178.52-1-16.1 24 JOSHUA RD WOOD, EILEEN FRANCES 0.2 178,52-1-16.2 26 JOSHUARD SHEPARD, JOSEPH F 0.2 178.52-1-2 33 DOTEN AVE JACKSON, HENRIETTA 0.26 178.52-1-3 37 DOTEN AVE ALTERNATIVES, IN MANKIND INC 0.27 178,52-1-33 41 DOTEN AVE FRENCH, BETTY 0.16 178,52-1-4 39 DOTEN AVE BUDZITOWSKI, DENISE 0.16 178.52-2-1.11 38 DOTEN AVE CASSIDY, AMY E 0.16 178.52-2-1 A 2 36 DOTEN AVE WELLS, MARK JM 0.17 178.52-2-1.2 DOTEN AVE KARANDY, DAVID 0.08 178.52-2-18 3 TAYLOR ST CORDI, CARLO K 0.28 178.52-2-2 11 RICHARD AVE LACHAPELLE, JASON 0.14 178,52-2-23 RICHARD AVE TERPAK, TODD 0.04 178.52-2-24 6 RICHARD AVE GRASSIA, KRISTA 0.16 178.52-2-25 4 RICHARD AVE HUBBARD, STEPHEN K 0.18 178.52-2-26 2 RICHARD AVE HEATH, JOHN P 0.16 178.52-2-36 1 RICHARD AVE THIBODEAU, STEVEN D 0.18 178.52-2-37 3 RICHARD AVE MCSWEENEY, MARK 0.17 178.52-2-38 5 RICHARD AVE WALMSLEY, SEAN A 0.19 200 100 0 40 120 200 Scale: 1" = 200' Planning Board # 20230410 Approval L? Approved under authority of a resolution adopted by the Planning Board of the City of Saratoga Springs. Chairperson Date Signed: ` 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. PCace. 40 Long A11ey 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 2023 Prepared fora Trojanski Builders 627 Maple Ave Saratoga Springs, NY 12866 Protect Title: 30 Doten Avenue Subdivision 30 Doten Ave, Saratoga Springs, NY 12866 Project No.: 2023028 Design: DBH Drawn: LRC Ch'k'd: DBH Date: 8/22/2023 Scale: Y=10' Rev: Description: Date: Drawing Title SITE LAYOUT PLAN Drawing No. C-2.0 ___-._____.____G „j i./' 1,....! r:�... �.r't i_.} `..tr f� _.➢` rrr iv.��� l' .._.•1 . :.✓ �.�f r ' \ _. N f � I f f` II r � f\ 25' REAR SETBACK 25' REAR SETBACK I 1 I I 1 -- --------- - �\ LOT 1 LOT 2 i I 9,000 SF_, 28 DOTEN AVE - 9,000 SF 30 DOTEN AVE 1 I I 0 I Ip o M \1 CC Irn WI Cn � mFIFE: m FIFE: 314.5' I � I> n I� t mow, I 1 I I r I .... 'f I FIRE HYDRANT 2 J3 1'2 RIM= 12 i. r� .. Y -- 3 ( t . ,.,.� N O CORE CATCH BASIN TO ACCEPT NEW PIPE INV. 307.5 Q) (NI N_..,,. k 1 \ I I I Z 10' FRONT SETBACK 10'FRC NT SETBACK Z I6" SDR-35 PVC 3/4" TYPE K COPPER 3/4" TYPE K COPPER 6" SDR-35 PVC 1 MIN. 2% SLOPE WATER SERVICE WATER SERVICE MIN. 2%SLOPE cn . . ... .......... .. Lit - ------------ - � ­­ -Y I iF) . .. 4 _ _- 1v� ,` _ 19 _._,__ __,_...... ST---''T_'----- T ST j 3/4" CURB S7 I I }p 1 F' ti .m _ i; f. 16 18" PERFORATED B 0 '(D) M -.... \.10)6, 56 HDPE PIPE .__...... ........_,,... ,.___,...._._...._....._..__,_ ..�_,.._' __.,,,..,_.,_,..._..........,,.,., ,b. , _. _,......... _ t rT,_..- ---- ST.....- RIM: 311.2 8`' Jt f ;.� S)A N,� � I INV.OUT:307,50 �..� . ::_'�'�::.. .� sa �.. �.1 SA SA ---- r SA ,� .__ __.,_._ __._._,__,_,... �� ��SA a\ 3 ''-----.. W....._ r, y a DIP W; i H .......,,,,,_„-,.,.,_.,,:i :. ........... _------- --- --- $A ..-- -'-sn------- _------._-- �,,,_,,,,,, _-...s-_------,,,,__- SA----------- .,.,,._.__s,;,,,,,,,,,,,,,,,,, S A N I TA R Y I- � -- ----- W.,_------ _,.,,._,,,_,,,--W................ __,,,,_,--W._,,,_-------- . _--_-_W..... ........ _ L E G E N D WATER/SEWER CROSSING,--"" ta PROVIDE 18" SEPARATION 1 r SA , W !. I - --- .� t T, � i --r .-, pT, , NA .......I 11.. L,'::i, GRADING NOTES 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 4/6/23 PERFORMED BY THOMPSON AND FLEMING. 2, PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE -EIGHTH INCH (1/8") PER FOOT, MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 3. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30 IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 4. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 5. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER, 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 FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE UTILITY NOTES 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 DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 12. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED, WATER NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND 1: WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS 2. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM CONTRACTOR. VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN 3. NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. INSTALLED WITH MINIMUM COVER SHOWN ON STANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED EXISTING WATER MAIN. SERVICE SHALL BE BROUGHT TO MINIMUM BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE. 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE 4, DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS REQUIREMENTS. OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY, THIS 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS: DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. 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. NEW PROPERTY LINE EXISTING PROPERTY LINE — — — PROPERTY SETBACK --- - - - - EXISTING ELECTRIC LINE 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 LOM 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. u the LA Group 2023 Prepared fora Trojanski Builders 627 Maple Ave Saratoga Springs, NY 12866 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. Project Tit/e: 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE 30 D ote n Avenue STANDARD SPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND Subdivision TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3, INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER 30 Doten Ave, PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS, Saratoga Springs, NY 12866 4, FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. Planning Board # 20230410 Approval Approved under authority of a resolution adopted L7 '/ Z by the Planning Board of the City of Saratoga Springs. Chairperson 1'e Date Signed: ` 4 Project No:: 2023028 Design: DBH Drawn: LRC Ch'k'd: DBH Date: 8/22/2023 Scale: 1"=10' Rev: Description: Date: Drawing Title UTILITY AND GRADING PLAN Drawing No C-3.0 Z n Q W N w N m Q N (p Um� o 0Z E � > 0,W o. to 7 NOTES: 1. MINIMUM STONE SIZE SHALL BE 1%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. \ 30'-0" OF 12" 50/50 MIXTURE OF TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER COMPACTED SUBGRADE STABILIZED CONSTRUCTION ENTRANCE Scale: NTS 10 MIL PLASTIC-� LINING STRAWBALES STAKED INTO GROUND 8' (MIN.) It Ilk 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONCRETE WASHOUT Scale: NTS CONCRETE WASHOUT Z N NOTE CONCRETE WASHOUT SIGN STAPLES (2 PER BALE) -STRAW BALE 10 MIL PLASTIC / LINING N WOOD OR METAL STAKES (2 PER BALE) 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. 10'MAX.�TO� 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND w ............ ...................................... w O m Q Q W a Q J J J w m CD ............ ..................................................................................................... ............. U ........................................................... . ...::::::.::. w - .................................................... . O m .................................................. . Q N LL 36" MIN. FENCE POST 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 PROPOSED BINDER COURSE PROPOSED BASE COURSE. SEE ASPHALT PAVEMENT DETAIL EXISTING BASE MATERIAL COMPACTED SUBGRADE NOTE: THIS DETAIL IS FOR NEW BITUMINOUS PAVEMENT ADJACENT TO EXISTING BITUMINOUS PAVEMENT TO REMAIN, PAVEMENT KEY Scale: NTS BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE .1;-:: CONCRETE SPECIFICATIONS 6 X 6 NO' 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 BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO s 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: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) 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 TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO MIN. OR AS ORDERED BY CITY ENGINEER BE 5MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPICAL PEDESTRIAN TRAFFIC LOADING z S CONSTRUCTING 0 GENERAL DESIGN CRITERIA FOR CONSTR TIN SIDEWALKS WITHIN FILTER FABRIC - � SARATOGA SPRINGS RIGHT OF WAYS : O N 1.) SIDEWALK MUST BE PLACED IN THE PUBLIC RIGHT F WAY AT THE S US C U C G 0 PROPERTY LINE. FLOW -� 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. z � z PERSPECTIVE VIEW F� EMBED FILTER CLOTH MIN. 8" FILTER FABRIC; FASTENED SECURELY TO INTO GROUND FENCE POSTS W/ STAPLES SECTION 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 y COMPACTED GRAVEL- r v ;` NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% - STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE STANDARD 1-1/2" 3" 12" ROADWAY NOTES: 1. TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING THE BINDER COURSE. ASPHALT PAVEMENT Scale: NTS 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. 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 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. w� Scale: NTS NOTE: EXPANSION JOINTS SPACED PROVIDE CLEAN SQUARE CORNER FINISH ALONG CURB 10' O.C. MAX, WHERE BITUMINOUS WALK ABUTS CURB GRADE 6" 1/2" RADIUS 6° n 1/4 RADIUS FINISH GRADE; BITUMINOUS N I OR LAWN, SEE PLANS �\ \' PAVEMENT n e - ° � d FINISH GRADE a 4,000 PSI e CAST -IN -PLACE CONCRETE69 a a r ._, ;;w, ;" CAST -IN -PLACE CONCRETE CURB ° ° CURB "','.". ' (3,' o 0 pOo SPECIFICATIONoote.$o : a .L..' a"� ° o Q o a "&' 8 o ° GRAVEL COMPACTED TO ' r COMPACTED o n^ r ° a '1 95 /o STANDARD PROCTOR ���1 r, f�'`: ��;� GRAVEL BASE o_ $.: I NYSDOT SECT. 304, SUBGRADE COMPACTED TO TYPE 2 90% STANDARD PROCTOR 6" 6.. 6" FULL CURB AT LAWN FLUSH CURB IN PAVING 6" CONCRETE CURB 7 Scale: NTS t NOTES., FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING j REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BAC'KFILLING BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING f�- IN HEAVYCLAY 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.3.13 (DIAMETER AT BREAST HEIGHT) o 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 GROWN 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 SYN?HETIC, 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 ROOT -BALL DIAMETER'. UNDISTURBED SUBGRADE TREE PLANTING DETAIL N.T.S. REVISED DATE CITY OF SARATOGA SPRINGS, NEW YORI WG No MJZ 3< 20 ----- STAANDARD CONSTRUCTIONDETIL Tree Planting _-1 TREE PLANTING Scale: NITS 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 U STRANDED COPPER NUMBER 6 COLORED RED 0 S WHITE AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, YNERTECH 0 S 0 ,S 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 5/8IN H 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 1 P 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 2° x 18" ANCHOR BOLTS DECORATIVE STREET LIGHT Scale: NTS 0 20" 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 A25 WALL THICKNESS663 0 -T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR CATALOG NUMBER: L.-CHAMFER ED-5T-4AR22T5- C/4214T4/BK E WITH 0.750" FLOOR THICKNESS, OR BOLTS AND ONE GROUND STUD. FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION �2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA, UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR Planning Board # 20230410 Approval Approved under authority of a resolution adopted lO L ? by the Planning Board of the City of Saratoga Sprin Chairperson Ile Date Signed: 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose, Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2023 Prepared for- Trojanski Builders 627 Maple Ave Saratoga Springs, NY 12866 Project Title,- 30 Doten Avenue Subdivision 30 Doten Ave, Saratoga Springs, NY 12866 0 tL ' to z fi0 09133% ilia �R�fiES S1a�P�' Project No.: 2023028 Design: DBH Drawn: LRC Ch'k'd: DBH Date: 8/22/2023 Scale: NTS Drawing Title DETAILS Drawing No. C-4.0 Q 0 0 0 N O M 0 N U o w mga aQ� m a�vi Z n Q 0 M J N � w N w N 0I Q N l6 U m s ALLOW 2" FOR FINAL HEAVY DUTY FRAME AND ADJUSTMENT OF FRAME GRATE, CAMPBELL NO. FRAME TO BE MORTARED TO TOP 2816B WITH GRATE OPTION OF CATCH BASIN WITH NON -SHRINK OR APPROVED EQUAL GROUT. ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME. 3,0„ Cl) 2'-6" 6" MIN. I.D.** OUT PANEL EACH SIDE r` , A -A' B-B' 12" TYPE 2 CRUSHED STONE ON UNDISTURBED SUBGRADE SECTIONS CONCRETE - 4000 PSI @ 28 DAYS MIN. N.T.S. REINFORCMENT - 6x6 - 10/10 WWM ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD A-615) A KNOCK B' STORM SEWER PIPE TO BE MORTARED IN PLACE WITH NON -SHRINK GROUT 2'-6" 6" ` MIN. LD.** * 30" MIN. SUMP NOTES: 1. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. CATCH BASIN DETAIL Scale: NTS EXISTING SEWER MAIN; ADAPTOR FITTING IF REQ`D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR TAPPING SADDLE CDNNECT10N EASEMENT LIMIT TO BE APPROVED BY O.P.W. t 45' OR 30' BEND AS REQ'D NEW SEWER MAIN CONSTRUCTION; 45' OR 60' WYE OR TEEAWYE %� SE 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. $DR 35 PVC MIN. SCH. 40 PVC CITY PROPERTY PRIVATE PROPERTY SANITARY SEWER SERVICE - PLAN N.T.S. Y± FINISHED GRADE _ REVEAL n 45' OR 30' BENI AS REQ'D - =h7.�.rlrl��r SANITARY SEWER SERVICE - SECTION 2"H 4"x 24" P.T. STAKE PIPE BEDDING AS REQ'D UNDISTURBED SUB —GRADE N.T.S. NOTES: 1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY. 2.) CONNECTION TO PUBLIC SANITARY SEINER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14. 3.) A STREET OPENING PERMIT 1S 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 PORK DWG No 1/13�2010 STANDARD DETAILService PLANNING BOARD DATE Sanitary SA-3 CONNECTION TO EXISTING SANITARY MAIN Scale: NTS FINISHED GRADE ZZ G 00 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 CURB ROADWAY J NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT, WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. 3/4" COPPER TUBING (TYPE K) CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" SEE NOTE cn 6 Z Z 0 zo 8" D.I.P WATER MAIN WATER SERVICE Scale: NTS PERFORATED PIPE TRENCH Scale: NITS PROPERTY LINE CURB BOX; MUELLER 5'-6"± MODEL H-10314 (IN TURF) MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CURB STOP; MUELLER ORISEAL MODEL H-15209 COMPRESSION, MODEL H-15219 (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 3/4" MIN, SIZE TYPE K COPPER PIPE SOLID CONIC. BEARING BLOCK OR C.I. FOOT ,151. NVMI. COMPACTED EXCAVATED MATERIAL -I 160N FABRIC, WRAP STONE )RATED PIPE DT NO.1 & NO.2 STONE CONCRETE SIDEWALK - TYPE 1 AT NON -VEHICLE TRAFFIC AREAS. TYPE 2 AT VEHICLE TRAFFIC EXPANSION JOINT AREAS. (FULL DEPTH OF TURF N PAVEMENT) ASPHALT—�— �—DRIVEWAY :..f •....;::, :�:.., 1-1/2" REVEAL G.O�09, Iw ASPHALT �C OWN = RON� PGE EXPANSION:.. APRON OROp S v�wp,`! a�oOF F JOINTw01 STREET—­`--­'"' 6" CONCRETE CURB—� TAPER CURB—� DROP CURB AT RESIDENTIAL DRIVEWAY Scale: NITS ASPHALT WARP AREA (BOTH SIDES) Planning Board # 20230410 Approval Approved under authority of a resolution adopted 2 % Z by the Planning Board of the City of Saratoga Sprin Chairperson 0 �a Date Signed: 0 The LA GROUP Landscape Architecture &Engineering P.C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. the LA Group 2023 Prepared fora Trojanski Builders 627 Maple Ave Saratoga Springs, NY 12866 Project Title: 30 Doten Avenue Subdivision 30 Doten Ave, Saratoga Springs, NY 12866 p ' o f {� 1 1 w tS 0A 091339 OrESStONP Project No.: 2023028 Design: DBH Drawn: LRC Ch'k'd: DBH Date: 8/22/2023 Scale: NTS Drawing Title DETAILS Drawing No. C-4.1