Loading...
HomeMy WebLinkAbout20250506 28 Garfield Ave & 34 East Broadway Subdivision Plans As-Approved 06.26.2026111 28 Garfield Ave Subdivision PROJECT LOCATION MAP: Q SCALE: 1 "=150' PROJECT VICINITY MAP: Q PREPARED BY: The LA GROUPF P 518/587.8100 518/587 0180 www.thelagroup.com Landscape Architecture & Engineering P.C. PeopCe. Purpose. PCace. www.thelagroup.com 40 Long Alley Saratoga Springs New York 12866 SCALE: 1 "=300' SURVEYOR: Thompson & Fleming Land Surveyors, P.C. 12 Lake Avenue Saratoga Springs, NY 12866 (518) 587-5665 SITE STATISTICS TAX MAP PARCEL #178.52-1-14, #178.52-1-12.1, #178.52-1-12.2 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 0.06 AC, 0.34 AC, 0.15 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 APPLICANT: Spearmaco Realty 97 Travelers Way, Richmond Hill, NY 31324 CITY OF SARATOGA SPRINGS PLANNING BOARD City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 www.saratoga-springs.org NOTICE OF DECISION IN THE MATTER OF THE APPLICATION #20250605 OF SPEARMACO REALTY, LLC 28 GARFIELD AVE. AND 34 EAST BROADWAY SARATOGA SPRINGS, NY 12866 MARK PINGEL, Chair JOSEPH FERRANTE, Vice Chair KERRY MAYO W{LLIAM MCTYGUE MICHAEL KING TONY STELLATO ALEX WHITE JENNIFER JOHNSON, Alternate Involving the premises with Tax Parcel ID# 178.52-1-14, 178.52-1-12.1, 178.52-1-12.2, in the City of Saratoga Springs, on an application for final plat review of a proposed three -lot subdivision in the Urban Residential — 2 (UR-2) District with the Planning Board who met on September 25, 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 (Ferrante, Mayo, McTygue, King, Stellato, White, Johnson); © 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 25, 2025 — passed 7-0 (Ferrante, Mayo, McTygue, King, Stellato, White, Johnson); © Approve final plat (dated, July 8, 2025) with the following revisions and conditions: 1. Improvements to Garfield Ave. (tree clearing, road improvements, street trees, street lights) shall be subject to approval by DPW and via administrative action by the Chair. 2. Applicant shall identify existing significant trees to be removed and submit a tree replacement plan subject to approval via administrative action by the Chair. 3. Install sidewalk across Garfield Ave. aligning the existing sidewalk and new sidewalk along East Broadway. 4. Install one pedestrian street light along East Broadway, 5. 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 one (1) new residential unit ($2,000) • 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. December 1, 2025 Date Chair r 28 Garfield Ave, Saratoga Springs, NY 12866 Revised February 3, 2026 SHEET INDEX: COVER PLOT 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 C-4.2 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 # 20250605 Approval Approved under authority of a resolution adopted 1211 by the P ing Boar e City of Saratoga Springs. ChairpersN � Date Signed:/!.6 lZ7%ZC P: \S\Spearman, 28 Garfield Ave S24-170\S24-170 Spearman LOT LINE ADJUSTMENT.dwg Wav J M W N N_ 2 � V N Q p O 0 2— :D 024 Z atoll .IR I T ... _y,\_..... ._.__..._..__ __ ... REMOVE - WATERLINE AFTER VALVE 2 �:_. " Z AN R ,.�. _.. .........._ v v : � _. t` t :fi i...�. \ REMOVE - H TREE : � AWARD T r.1 I-71 r _ ,i e \ d 3 ri t D 3�i \_ �....1 `_ G •.� �,.� - F 4 7 i j s r"l y s .. Lo fl �� � 1, , \_.. ' c..._ r.... _ _ l 3 f �� l , ' \ t I N t TREE � `f~� 7 � PROTECTION j FENCE I 1 U) REMOVE ' DAMAGED j a TREE 30"0 K \ ! Ujr f� N ! I t�` \._ .. ' ti t, ■ M !m N STABILIZED .,.._ _.� del �: Y _..\ C-4.0 CONSTRUCTION ENTRANCE, ONE PER LOT, TYP. ` 2 CONCRETE ' C-4.0 �.v. __..._.._. - _...._.._.,..,\ WASHOUT, ONE - PER LOT, TYP...- �A \ SAWCUT AND REMOVE PAVEMENT FOR TREE 4 ��� UTILITY CONNECTIONS PROTECTION �.� FENCE '\ l i AK �XX<xXXX-)G)EX'xx;X�E-X--XX EXX-X'x---x'`X-)('x-X--XX X-X-X--XX-X,XX.X--XX '-xxxx)C REMOVE__.... ... _ .......__......_ _. _ _._ .-_ _ _........ __._ __ ... . REMOVE TREE, TYP, 5"MPL' TREE .. �_.. -. .............. __.._. NA ..., ,...- 0 : rj. ' X t • t , 6 w xl y� ` REMOVE CON : °0 4 0 K T c C` (� `_. ;,.... PAD, STEPS & WOOD DECK.,,_ 0 i ° DC ' Inv LL_M L. 6 OAK X ! ` EXISTING FENCE REMOVE 'X I REMOVE SHED TO REMAIN ` HAZARD TREE REMOVE__ TREE,TYP. : ...... REMOVE 110 HAZARD TREE r,, f - _.._ _ It LL. 3 490 t REMOVE X�I , TREE 'x ,4 REMOVE ASPHALT ' ! REMOVE �OA X t\ WALK ,vi I?' HAZARD T x REMOVE X ` :` .; ' ; ' \ 5� HAZARD TREE 1 r REMOVE FENCE _.. l{; ri9 w.,_..f k LL > s i , REMOVE HOUSE i J i ! REMOVE ;\ \ X DEAD TREE RY --' 5 �f REMOVE X TREE 3 FIRE HYDRANT TO BE REMOVEDAND RELOCATED - VALVE TO"'- REMAIN ir1r______ ..------- . Yv— _ _. ._._._ W---- __--- _______ ..___.......-r............_._ __. _ _-_ .;s ! ! i a n 1 :.,\ p , 7 ~ ' 10"M L. _x ! REMOVE REMOVE CONC. "Or, xLJ x GRAVEL DRIVE mi .....I ' & BRICK PORCH 2 i CONCRETE %< t. i F C-4 0 > _ _ WASHOUT, ONE .._..... SILT FENCE , X O O Y`� 3 PER LOTTYP. .__.:`_ I. C-4.0 p _ ..__..... I REMOVE �f REMOVE X j ASPHALT ,r 30 P P A HAZARD TREE i WALK 1C� It ~d i �i , x SF SF SF SF ISF �'-� R. _:........ F ., h t h••� : i ..7 f, U 1 SAWCUT AND REMOVE'PAVEMENT 1 STABILIZED 1 FOR UTILITY CONNECTIONS „ O C-4.0 CONSTRUCTION ;,ij', - ENTRANCEE _ ........_ i � ..- . - PER LOT, TYON \.. JL :! 7 i _ ... _. i s Ii.i r✓ ---- DIP t�j ipi ... F E � M � `' ' r \�J f tir •' i ___._.____.__.' W _---- _._..... � r.._._.__ -------- a --- ---- --- -. ....__ — ------ __._..... _................ _------ _....__---- __ .. .... W w W W 45 � � 44 �'' ,. __ y ,� _ 4S'- Yv 4V"' _ 4V_. yy.._ .. y� _. ,y.... I REMOVE TREE IMPACTINGPOWER ' .b LINES ♦ F \ Y 1"'\ F N Ir\ i... _ _.... _.. _._ ..._.._.:` .._....... _ r r aA A ati ... _. F '--'_......._...aa_ .__...r7....._- t1 _.._-----__.... \ \\\o\\\\\ x............iati..._.._..__...._ _... \\ \\ ._....._ iafi, .. .__........._.:i .._.... _\. _ ._------ ... d._._._ .._..._....... : ......_.__........_:iA {r I AL_. .. »ff .._.....®_,.,.__„„,.. �\vm. �f :..00•. \ w` wvvoovvvv.oa\i\ pA\���.�.ro°� 44�\v�V° V\\��Avw�avvov� in + � ; f �� F� I GENERAL NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 11/11/2024, 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 DUE TO FAILURE T CONTRACTOR U 0 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. LEGEND _- -_- PROPERTY LINE BUILDING REMOVAL ASPHALT/CONCRETE REMOVAL 2XXXXXXXX REMOVE ITEM �=M= SAWCUT SF SILT FENCE 10 5 0 2 4 6 810 Scale: 1" = 10' SITE PREPARATION NOTES: 1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL The LA GROUP CONSTRUCTION SCHEDULE. Landscape Architecture & Engineering P.C. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR People. Purpose. Place. TO ANY EARTH DISTURBING ACTIVITIES. 40 Long Alley p: 518-587-8100 3. THE GENERAL CONTRACTOR SHALL COORDINATE ALL Saratoga Springs f 518-587-0180 ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE NY 12866 www.thelagroup.com RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED Unauthorized alteration or addition to this COSTS. PROTECTION NOTES: document is a violation of Section 7209 of the New York State Education Law, 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT © the LA Group 2017 OPERATIONS, Prepared for- 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, S pea rmaco Realty ROADWAYS AND DRIVEWAYS. 97 Travelers Way, 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL Richmond Hill, GA 31324 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, 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 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. Planning Board # 20250605 Approval Approved under authorit of a resolution adopted b the P in Bo r o t City of Sarato a Springs. e a Y 9 Y 9 Chairperson Date Signed: bI Z4 t-'ZDU Project Title., 28 Garfield Ave Subdivision 28 Garfield Ave, Saratoga Springs, NY 12866 �f- NEf �- O cc tu m �f. ? v SS10N* Project No.: 2024050 Design: ERS Drawn: ERS Ch'k'd: DBH Date: 3/18/25 Scale: 1"=10' Rev: Description: Date: 1 MYLAR CH ECKSET 02/03/2026 2 TREE SAVE UPDATE 06/23/2026 Drawing Title SITE PREPARATION AND DEMOLITION PLAN Drawin9 No. C-1.0 HEAVY DUTY ASPHALT PAVEMENT,TYP. LU JaN we0 N p O J N N C� N O` na 'WW m m E o>� acne SIDEWALK FLUSH EXISTING LIGHT TO REMAIN 10' SIDE SETBACK i O }'v` 1 Z --- I• cn - L 10' SIDE SETBACK 10' SIDE SETBACK CDF - — -- — -- X O Z Cn. m 00 nlCil m m A LOT TM #178.52-1-12.1 n AREA= 7912 SF 28 GARFIELD AVE l 10' SIDE SETBACK 10' SIDE SETBACK -n � x O Cn m co CA n ast HEAVY DUTY ASPHALT PAVEMENT 10' SIDE SETBACK SARATOGA SPRINGS STANDARD STREETLIGHT roadway /0,W%V& 10 0 (yo `)o �o 0 0 o o o S _d o Q) 0 0 o o Q) o (r) Q) \1 o Q� TREE NOTE: 1, AN ADDITIONAL (11) ELEVEN TREES SHALL BE PLANTED AS PART OF THIS APPROVED SUBDIVISION. TREES SHALL BE PLANTED WITHIN THE APPROVED LOTS. IF ON -SITE PLANTING IS NOT FEASIBLE, OFF -SITE PLANTING LOCATIONS SHALL BE LOCATED AT A MUTUALLY AGREEABLE LOCATION WITHIN THE CITY IN COORDINATION WITH THE CITY ARBORIST. ALL TREES SHALL BE ON THE CITY APPROVED PLANTING LIST. DECIDUOUS TREES SHALL BE AT LEAST 2.51, DBH AND CONIFEROUS TREES SHALL BE AT LEAST 6' TALL. o � 0 0 o � Q� LEGEND 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. 1 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. PLANT LIST SYM. I QTY. I BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES CIF 6 Cornus florida Flowering Dogwood 8'-10' ht. B&B QR 4 Quercus rubra Eastern Redbud 8'-10' ht. B&B LS 5 Liquidambar styraciflua Sweetgum 8'-10' ht. B&B NEW PROPERTY LINE EXISTING PROPERTY LINE PROPERTY SETBACK 0 2 4 6 8 10 \ \ \ \\ PROPOSED ASPHALT PAVEMENT Scale: 1" = 10' PROPOSED CONCRETE SIDEWALK Planning Board # 20250605 Approval Approved under authority of a resolution adopted Lzv2,er by the Minnning B the City of Saratoga Springs. Chairpe so Date Signed:, 0 Im The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Pace. 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, Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Project Title,- 28 Garfield Ave Subdivision 28 Garfield Ave, Saratoga Springs, NY 12866 0f- NEr�,�y0 ro ku C) yW A 09133� R�Fes Sto�i* Project No.: 2024050 Design: ERS Drawn: ERS Ch'k'd: DBH Date: 4/25/25 Scale: Y=10' Rev: Description: Date: 1 MYLAR CHECKSET 02/03/2026 2 STREET LIGHT 03/19/2026 3 TREE NOTE UPDATE 06/23/2026 Drawing Title SITE LAYOUT PLAN Drawing No. C-2.0 3 a 01 0 0 MH #2 RIM: 310.51 INV. OPT: 306.30 PROPOSED FIRE HYDRANT AND 6" GATE VALVE WATE SEWER 3 CROSSING, ROVIDE C-4 18" SEPARATI DN, TYP. MATCH EXISTING ;GRADE FLUSH REINSTALL-' FIRE HYDRANT EXISTING VALVE AND WATERLINE TO REMAIN i r0.J 6" DIP WATER MAIN LEGEND - - - : NEW PROPERTY LINE AN C1 EXISTING PROPERTY LINE i • • PROPERTY SETBACK .......... .._.... ... EXISTING ELECTRIC LINE \� I SAN PROPOSED SANITARY LINE ..................... aA.... ................. ._.... .5A..................... EXISTING SANITARY LINE W PROPOSED WATER LINE f,,..... _........... _........ .._....._.._....... EXISTING WATER LINE I IFIFE: 313.5 ( ; S ! 6" SDR-35 PVC r MIN. 2% SLOPE I ✓ \ SAN z } i I 1 3/4" TYPE K COPPER ! C-4.2 WATER SERVICE :3/4" CURB STOP D Z I Z \\ I f / FIFE: 314.0 SAN I ! f I > 6" SDR-35 PVC Z IMIN2°/ SLOPE MATCH M EXISTING s GRADE FLUSH 6"X6" TEE WITH 6" GATE VALVE AND THRUST BLOCK MH #1 C-4.1 RIM: 311.20 INV IN: 304.84 INV OUT: 304.74 a . I I W / D I C-4.2 3/4" TYY`k 60PPER WATER SERVICE - z 3/4" CURB STOP ----------------------------- i Z I 6" SDR-35 PVC MIN. 2% SLOPE SA CAP END OF LINE (TYP.) I I � -�~ - _ FFE: 314.75 z C-4.2 3/4" TYPE K COPPER WATER I 1 SERVICE 3/4" CURB t� _._ y I STOP 1 >. - - - . .. - .. -. .. - .. - . 6" SDR-35 PVC MIN. 1% SLOPE �. 6" SDR-35 PVC S MIN. 1% SLOPE 311.98 312.09 / c77 T 7 T T_, East s1k MATCH EXISTING 311.88 311.99 iDE FLUSH Bat DIP WATER MAIN - ......... W ------. ..:.::................... 'IV........ -.._ ------------------ ...__ W ------------------------------ . W------------------ --------- tyi _......... _ . w--------- ---- ... W. ............... 4ry.................... ......._.. yy.............................. W--........ W......---- ---------------- yet ... _-------------------- w - ------ ... yy ......_---- ... yy _ 3 CORE MANHOLE C-4.2 TO ACCEPT NEW PIPE INV: 304.45 8" PVC SANITARY SEWER % ---- SA :SA- SA,-- SA- y� SA /g5 . ..A -�-Broadw;e�y- ...... �71 10 5 0 2 4 6 810 ff Scale: 1" = 10' 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 CONFIGURATION. 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. 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. 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. 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. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. 2. ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PVC; PIPE, ASTM DESIGNATION D-3034-78 OR LATEST REVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATION SDR-26 WITH SINGLE GASKET PUSH -ON JOINTS. 3. 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. 4. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. Planning Board # 20250605 Approval Approved under authority of a resolution adopted j by the Pla Board a ity of Saratoga Springs. Chairperson Date Signed: Lzb Z 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose, Piace. 40 Long Alley p: 518-587-8100 Saratoga Springs 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 Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Project Tit/e: 28 Garfield Ave Subdivision 28 Garfield Ave, Saratoga Springs, NY 12866 ^F NEB. IyY 09133� ROFES S10NP� Project No.: 2024050 Design: ERS Drawn: ERS Ch'k'd: DBH Date: 4/25/25 Scale: 1"=10' Rev: Description: Date: Drawing Title UTILITY AND GRADING PLAN Drawing No. C-3.0 N O a a� mme N Z acnLL �A 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 WBALES STAKED----, INTO GROUND L 8' (MIN.) a a s a o 0 0 0 0 O 0 O 0 0 o a s a s CONCRETE WASHOUT Scale: NTS 10' MAX. � TO .I 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND Scale: NTS C CONCRETE WASHOUT Z 2 60 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. 36" MIN. FENCE POST PROPOSED PAVING PROPOSED TOP COURSE PROPOSED BINDER COURSE PROPOSED BASE COURSE. SEE ASPHALT EXISTING PAVING TO REMAIN KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN 1 1/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT PAVEMENT DETAIL* ,:Y ` 1 EXISTING BASE MATERIAL 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 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.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. CONCRETE PAVEMENT ON GRADE Scale: NTS 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 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. DETERMINING CRITICAL ROOT ZONE: SINGLE TREE MULTIPLE TREES ff CHAINLINK ROOT CRITICAL ZONE MEASURE DBH OF TREE IN INCHES. o CHAINLINK THIS NUMBER IS THE MINIMUM o NUMBER OF FEET FROM THE .: TRUNK THAT SHOULD BE PROTECTED BY FENCING r to o DBH= x INCHES CRITICAL ROOT ZONE= AREA WITHIN x FEET FROM TRUNK t4 TOP COURSE - NYSDOT ITEM' 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION PG ` Y,... BINDER (LIQUID ASPHALT) `y GRADE SHALL BE PG-64-22 ` \ \` t t COMPACTED GRAVEL - \ 5". t� \ fi NYSDOT TYPE 2 (SECT. p 304) COMPACTED TO 95% =" STANDARD PROCTOR SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE CniJRRF STANDARD 1-1/2" 3" 12" ROADWAY DRIVEWAY 2" - 8" 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 CRITICAL ROOT ZONE NOTES: 1. TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 2. THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUNK A MINIMUM DISTANCE OF 1 FOOT FOR EACH INCH OF TRUNK DIAMETER, OR 6`, WHICHEVER IS GREATER. 3. FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES, AND BE CONSTRUCTED OF CHAINLINK. 4. FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2' (MIN) INTO THE GROUND. POSTS MUST AVOID MAJOR ROOTS, AND MUST BE SPACED NOT MORE THAN 10' APART. 5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT SHALL BE ALLOWED WITHIN THE THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER. 6. FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION. TREE PROTECTION FENCING DETAIL_ N.T.S. TREE PROTECTION FENCING Scale: NTS 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 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, FOURx 18" ANCHOR BOLTS DECORATIVE STREET LIGHT Scale: NTS NOTES: -FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING AND BACKFILLING -REMOVE ALL CONSTRUCTION DEBRIS, ROCKS, AND LARGE STICKS BEFORE AND DURING BACKFILLING -BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) -BACKFILL WILL OCCUR 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 LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPORVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA, TOTAL QUANTITY SPACING STAKES 2"- 2 1/2 " DIA. OR SQ. 8' LONG JSE 3 STAKES FOR OVER 2" CAL. STAKES - 2" CAL. & UNDER REMOVE ALL TREE WRAP IF ANY EXISTS )0 NOT ADD TREE WRAP 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER ROOT CROWN SHOULD ALWAYS REMAIN EXPOSED AMENDED PLANTING MIX, COMPACTED REMOVE ALL SYNTHETIC, STRING, BURLAP, AND MAN-MADE MATERIAL :ROM 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 NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE "'INUM FINIAL AND ROOF H AS POLE DL03 LED: 64 WATT 2200 COLOR ZE, TYPE 5 DISTRIBUTION, 120-277 :BLE DRIVER 'ORN LENS )CK FITTER MPARTMENT C PHOTOCELL DE) 'APERED POLE, .125 WALL 6063-T6 STRUCTURAL GRADE -D FOR SINGLE UNIT 'ION H OR LIMBER: 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 ?" PVC SCHEDULE 40 JO DIRECT BURIAL GROUND ROD PER N.E.C. 000 PSI CONCRETE BASE WITH IONOTUBE FIBER FROM 20" DIA. INDISTURBED SUBGRADE OR :OMPACTED TO 90% STANDARD 'ROCTOR Planning Board # 20250605 Approval Approved under authority of a resolution adopted Z f % l272!� by the Planning Boar he City of Saratoga Springs. Chairper Date Signed: LCM1 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs J. 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- Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Project Title.• 28 Garfield Ave Subdivision 28 Garfield Ave, Saratoga Springs, NY 12866 NE Y S. /Y- O,O PG � QJ ``< * V fzti E: C_ n R�FESs�oNP Project No.: 2024050 Design: ERS Drawn: ERS Ch'k'd: DBH Date: 4/25/25 Scale: NTS Rev: Description: Date: 1 MYLAR CHECKSET 02/03/2026 Drawing Title Details Drawing No. C-4.0 HEAVY DUTY FRAME AND FINISHED GRADE CEMENT MORTAR ALL VER AROUND FRAME 8" MAX PRECAST CONCRETE OPENING MANHOLE SECTIONS AS REQUIRED MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a .. CV SHIPLAP JOINT MADE WATER BUTYL RTIGHT IOPE BETH 2 TWEEN MANHOLE MANHOLE SECTIONS; APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY MANHOLE STEPS;J _ COPOLYMER POLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTM 6" MIN A615 GRADE 60 STEEL - REINFORCEMENT FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED OR FORMED PORTAL, TYP. REFER TO PLANS FOR PIPE SIZE, TYPE, AND SLOPE FLOW IN - - - SANITARY MANHOLE PRECAST CONCRETE GRADE EXTENSION AS REQUIRED; CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR ECCENTRIC CONE SECTION OR FLAT TRAFFIC TOP PLUG ALL LIFTING HOLES WITH CEMENT MORTAR ASPHALT BITUMASTIC SEALER (ENTIRE EXTERIOR SURFACE) 48" MIN. 0 6" MIN, R-� NOTE: 1. ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. 2. BACKFILL MANHOLE EXCAVATION IN ACCORDANCE WITH THE SPECIFICATIONS. INTEGRAL WALL AND BASE SECTION FLOW OUT 12" MIN. CRUSHED STONE 12" BEDDING MIN., TYP. Scale: NTS EXISTING AND/OR FINISHED GRADE 'xj <�;t r --"I"- •.�.:�, , .q _ ." rC^t'�v-��G'..`�"j'"'•;�,� -�i.' Y..�' N.�a r , r __ r LATERAL CONNECTION SECTION I NOTES: • BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. • ALL GRAVITY SANITARY SEWER LINES SHALL BE AT A DEPTH OF 4' OR GREATER, IF LESS THAN 4', LINE SHALL BE INSULATED (SEE TRENCH DETAIL) • CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW I LATERAL CONNECTION PLAN CONNECTION TO EXISTING SANITARY MAIN Scale: NTS N O V N O Q VARIES - 450 BEND MAX. VARIES - 450 BEND MAX. VARIES - 450 BEND MAX. AS REQUIRED 2% MINIMUM SLOPE (TYP) BEDDING MATERIAL (TYP.) (SEE TRENCH DETAIL) MAIN SEWER MAIN SEWER WYE, 450 VARIES - 450 BEND MAX. AS REQUIRED 6" SEWER LATERAL (TYP.) FINISHED GRADE FULL LENGTH OF PIPE CENTERED ON SEWER LI z 00 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 SECTION A -A #30 ROOFING FELT THRUS PLAN (TYP) 1 \N/ 7 ,, ✓,r NOTE: M.J. RETAINER GLANDS PER SARATOGA SPRINGS STANDARDS SHALL BE INSTALLED IN ADDITION TO THRUST BLOCKS AT ALL LOCATIONS THRUST BLOCKS ARE REQUIRED. NOTES: WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE) 4,000 p.s.i. UNDISTURBED SOIL 1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN V± = LID W + I.D. - I.D. THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY bi WHERE: YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT V - VOLUME IN CUBIC YARDS REQUIRED. L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET 2. CONCRETE NOT TO OVERLAP ANY JOINT. W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS TEE 90° (1/4) BEND 45° (1/8) BEND 22-1/2° (1/16) BEND 11-1/40 (1/32) BEND PIPE SIZE INCHES AREA SQ. FT. DIMENSIONS AREA SQ. FT, DIMENSIONS AREA SQ. FT, DIMENSIONS AREA SQ. FT. DIMENSIONS AREA SQ. FT, DIMENSIONS D x L D x L D x L D x L D x L 4 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.5 .6 .5 x 1.5 0.3 0.5 x 1.0 6 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 8 5.7 2.0 x 3.0 8.0 1 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1 1.0 x 1.5 10 8.8 2.5 x 3.5 1 3,0 x 4. 2.0 x 3.0 3.4 1.5 X 2.5 1.7 1.0 x 2.0 THRUST BLOCK Scale: NTS -2"± PIPE PROJECTION INTO MH, TYP. PIPE WASH 2"± PER FOOT A CHANNEL DEPTH 0.8 PIPE I.D. INVERT 'N-- FORM SAWED HALF CONCRETE BENCHWALL B �I �I��. Jl� SMOOTH PIPE 4,000 PSI MIN. CURVE SECTION B-B ONE-WAY INVERT PLAN MULTIPLE INVERT -FORM SMOOTH 1/2" PER ALIGN 0.8 DEPTHS FOOT (MIN.) CURVE OF DIFFERENT PITCH SIZE PIPES ACROSS MH I ='" NVERT IN ' 0.10' (MIN.) - 2'-6" (MAX.) 0.8 1. D, INVERT OUT STANDARD INVERT SECTION A -A SMOOTH DROP INVERT FILLET MANHOLE BENCH Scale: NTS T-6" MIN. �L 2'-6" MIN. i PREFERRED 0. PREFERRED AS FAR AS POSSIBLE AS CLOSE NOTES: Z-611 AS MAINS SHALL BE VALVED TO INSURE PREFERRED POSSIBLE THAT WATER FLOW IS NOT INTERRUPTED SARATOGA STD. 5'-0" MAX. GO MORE^TE AN TWO HYDRANTS AT ANY MUELLER CENTURIONA-423 J L` FLUSH WITH W/4" STORZ CONNECTION Z Wm PAVEMENT OR ALL HYDRANTS AND VALVES SHALL 2 ¢ I 1" REVEAL IN OPEN RIGHT. BREAK FLANGE L` TURF AREAS LOWEST PART OF CURB BOLTS TO BE f \ \ \ FINISHED GRAD PAINT SCHEDULE: A MIN. 1-1/2"j\it\,�\ COLOR OF ABOVE F.G. AND A\MAX. SIZE OF BONNET AND COLOR OF 8 ABOVE F.G. MAIN CONNECTOR COVERS BARREL 6" BLUE YELLOW Lu / 8" GREEN, FOREST YELLOW \�\ \\'\\ \\�;�\.\�'\\ \\� \\�\\\'\�i\! 101, BROWN YELLOW ¢ z VALVE BOX w Z 12 GRAY, BATTLESHIP YELLOW > 6" M.J. 14" GREEN, LIGHT YELLOW (TELESCOPIC GATE VALVEU) 0 16" ORANGE YELLOW co o PATTERN) I (SARATOGA' ;') 20" BLACK YELLOW POLYETHELENE OR STD. - w 24" YELLOW YELLOW O 3/4" TIE ROD FOR MUELLER BUILDING PAPER U THRUST RESTRAINT A-2360) z (ONE EACH SIDE) MAIN CRUSHED STON w OR RETAINER GLAND TIE ROD SIZE 1 AND 1A � A.O.B.E. o DRAIN .. CONCRETE THRUST f `f` ,\ BLOCK. 3,000 p.s.i. A �`VA VA. VAvA; , :� \��, v,'`v, (NOT REQ'D IF R.G. OR TIE RODS ARE ! \%7"�BEDDING, PIPE ZONE M.J. CONCRETE THRUST USED) BACKFILL TYPICAL TO ANCHORIN BLOCK. 3,000 p.s.i. TRENCH DETAIL REQ'D. TEE (TYP.) 1. HYDRANT DRAINS SHOULD BE PLUGGED. WHEN THE DRAINS ARE PLUGGED THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER. 2. WHERE HYDRANT DRAINS ARE NOT PLUGGED, A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL PROVIDE ADEQUATE DRAINAGE. 3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SANITARY SEWERS, STORM SEWERS, OR STORM DRAINS. 4. HYDRANT DRAINS, WHERE ALLOWED, MUST BE ABOVE THE SEASONAL GROUNDWATER TABLE. FIRE HYDRANT Scale: NTS Planning Board # 20250605 Approval Approved under authority of a resolution adopted 17 )7DZ� by the Planning Board of y of Saratoga Springs. Chairperson Date Signed: b / _Zb (ZD C 4 C=1 The LA GROUP Landscape Architecture @ Engineering P.C. People. Purpose. Puce. 40 Long Alley p. 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thetagroup.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 Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Project Title: 28 Garfield Ave Subdivision 28 Garfield Ave, Saratoga Springs, NY 12866 of NE t `t. r owl4 R�FESSIO`� Project No.: 2024050 Design: ERS Drawn: ERS Ch'k'd: DBH Date: 4/25/25 Scale: NTS Rev: Description: Date: Drawing Title Details Drawing No. C-4.1 I PROPERTY LINE CURB SEE NOTE ROADWAY VA �\' VA VA V� �:. Av V� , A� V��; ��` .• NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE CURB BOX; MUELLER 5'-6"± MODEL H-10314 BELT. WHERE NO CURB/TREE BELT IS (IN TURF) MODEL H-10334 (IN CONCRETE PRESENT INSTALL CURB BOX AT WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" PROPERTY LINE. o SERVICE) Z z_ CURB STOP; MUELLER ORISEAL MODEL 3/4" COPPER TUBING (TYPE K) H-15209 COMPRESSION, MODEL H-15219 o (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 s 00 0 6" D.I.P WATER MAIN SOLID CONC. BEARING BLOCK OR C.I. FOOT WATER SERVICE I Scale: NTS SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT. 8" LAWN RESTORATIO PVMT. RESTORATIO IIIN EXIST. PVMT. TOPSOIL & SEED NEW. PVMT., SEE DETAILTCETYT,. AS SPECIFIED. ' u-. ww < 5U) w A LU W W 00 0 w zz qq W �lv > eYa r x. Lnool N . off. z 2 PIPE O.D. + 24" `o MIN. `—SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL '---BURIED METALLIC IDENTIFICATION WARNING TAPE FINAL TRENCH BACKFILL (SEE NOTE) PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L ITEM DEPTH MATERIAL NYSDOT TYPE METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. ANGULAR CRUSHED STONE 1&2 MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. COVER CLEAN SAND OR GRAVEL 1A OR 1 MECHANICAL COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL I COMPACTION TRENCH DETAIL Scale: NTS INSIDE FACE OF MANHOLE MORTAR AFTER INSTALLATION HOLDING BOOT ALUMINUM ALLOY KORBAND — 2" PROJECTION INTO — M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERT FROM NEW PIPE TO EXISTING M.H. INVERT. TOP OF BASE SLAB INVERT - z PRECAST CONCRETE BASE SECTION CONNECTION TO EXISTING MANHOLE Scale: NTS O N NOTES: 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP Z T-0" MAX. P FINISHED GRADE EXISTING 6" 0 D.I.P. WATER SERVICE EXISTING VALVE BOX \__ EXCAVATION, BACKFILL, AND COMPACTION EXISTING GATE VALVE NEW 6" D.I.P. WATERLINE NEW 6"X6" WATER SERVICE TEE FOR HYDRANT INSTALLATION NEW 6" D.I.P. WATERLINE �.2 o. i.t CRUSHED STONE PIPE BEDDING SEE PLANS WATER SERVICE CONNECTION TO EXISITNG GATE VALVE Scale: NTS Planning Board # 20250605 Approval Approved under authority of a resolution adopted I `y 1 by the Plafftling Board th City of Saratoga Springs. Chairperson ; If Date Signed: /-Zb f Zz ZL C1 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose. Puce. 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.• Spearmaco Realty 97 Travelers Way, Richmond Hill, GA 31324 Project Title: 28 Garfield Ave Subdivision 28 Garfield Ave, Saratoga Springs, NY 12866 gkof NEFryY S B O,Q Inc n ! dF�r S Si O �%s Project No.: 2024050 Design: ERS Drawn: ERS Ch'k'd: DBH Date: 4/25/25 Scale: NTS Rev: Description: Date: Drawing Title Details Drawing No. C-4.2