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HomeMy WebLinkAbout20220240 110-114 Nelson Final Subdivision Site Plan & Other Plans 11 0 � 1 1 Nelson Avenue Subdivision n Saratoga February 21 2022 _ - SITE STATISTICS SHEET INDEX: r F e r �1jc jW PROPOSED USE: SINGLE FAMILY RESIDENTIAL, S-1 ,Q SURVEY NEIGHBORHOOD ROOMING HOUSE l- S-2.0 SUBDIVISION PLAT TOTAL AREA: 2.16 ACRES PROJECT SITE LAND TO BE SUBDIVIDED X °= INTO (4) LOTS L 1 .0 SITE DEMO AND PREPARATION PLAN - _ -� L-2.0 LAYOUT PLAN .mot .. CP TAX MAP PARCEL NUMBER: 166.77-4-17 �_ ti GRADING DRAINAGE AND UTILITY PLAN �+ �� ��-� 2� �� L-4.0 SITE DETAILS ZONING: UR-2, URBAN RESIDENTIAL DETAIL SITE 1.4-L S S �. SARATOGA RACETRACK r_ ,l Wool - - ' CITY OF SARATOGA SPRINGS STANDARD NOTES ZONING - U R-2 REQUIREMENTS 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND PROJECT LOCATION MAP REGULATIONS. SCALE: N.T.S. 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. MIN. LOT SIZE (SF): 6,600 SF 3. 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 MIN. AVERAGE WIDTH (FT): 60 FT FINAL PLAN. 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. BUILDING COVERAGE (5): CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE PRINCIPAL BUILDING: 30% REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. ACCESSORY BUILDING: 10% 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. MIN. YARD SETBACK (FT): FRONT: 10 FT 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE REAR: 25 FT TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. ONE SIDE: 8 FT 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK TOTAL SIDE: 20 FT IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. PRINCIPAL BUILDING: 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. MIN. 1ST FLOOR AREA (SF): 1 STORY = 900 SF 2 STORY- 700 SF 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. MAX HEIGHT (FT): 60 FT 10. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS. MIN. DISTANCE TO ACCESSORY BUILDING (FT): PRINCIPAL BUILDING: 5 FT 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE FRONT LOT LONE: 5 FT 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. SIDE LOT LINE: 5 FT REAR LOT LINE: 5 FT MIN. % TO REMAIN PERMEABLE: 25% APPLICANT: JW Hemmingway LLC 563 North Broadway Saratoga Springs, NY 12866 SURVEYOR: PREPARED BY: Planning Board # 22.XXXX Van Dusen & Steves Land Surveyors The LA Approval 169 Haviland Road l J P 518/587-8100 Y� NY 2804 Approved under authority of a resolution adopted Queensbur 1 ' `vOv F 518/587-0180 by the Planning Board of the City of Saratoga Springs. Landscape Architecture&Engineering P.C. www.thelagroup.com Chairperson Date Signed PeopCe.Pupose.PCuce. 40 Long Alley Saratoga www.thelagroup.com Springs, NY 12866 QLLJ C Z z CL 1 �F of N s IRF Lan Trifilo IPF L� z o N Scott0 p;27679 I- W Lands N/F of ; GG // N Timothy P. & Heidi L. Donohoe ` N w Lands N/F of B:1420 P:375 ` o-� State of New York GG.77-3-35 c B:2008 P:33987 N �0„ E / X �enoe o I GG.77-4-8 O O N Q 1 CB N ??°07 ' X W\re 1 p2, m I I I " Tf = 3 1 0.1 1' 200' 00 Inv. 8" Fvc = 308.2G' - 1 CB TF = 310.25' Fuled With Debris ; 1 CIRF � S 89013'40" E El IPF 155.00, co � � Storm MH N 88°09' 10" E I o Tf = 3 1 0.27' _ 60' Inv. 18"Cpp (N) = 30G.29' ; ; '^ v 24. Inv. 18"Cpp (S) = 30G.37' Inv. 8" Fvc (W) = 307.53' ` ® z Inv. 8" Fvc(E) =307.0'± Recessed ✓ N � il Lands N/F of Jennifer & Bernard G. Mirling 4 c 8:2011 P:44394 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w 4-) bO Crushed Stone +� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 4 U1 O _ _ _ _ - - - _ _ - - - - - - - - BM Nail in U 1 0 1 5t0ne GruSh _ _ a ed - - - I o air\one 1 LIZ �--� Cn 1 Ga - j I � r San. MH i W ;j F" TF = 310.11' ` c W N I co Inv. (N) = 303.23' ; �C O Cl Inv. (S) = 303.5G' 0 - 8"VCP ° o Lands N/F of ; BMM9i(inUP ° CB Crystal Byrnes & Gerard Nolan IV 1 =3 20' TF = 309.85' ti� Z B:2015 P:11026 D ; Inv. 8" Fvc = 307.G5' a 1 GG.77-3-20 Storm MH O O 00 Tf = 3 1 0.02' ; GoQorete - - n 1 O m M Inv. 18"Cpp (N) = 30G.1 4' a _ Area Inv. 18"Cpp (S) = 30G.27' 1 94197. 1 Sq. Feet Inv. 8" Fvc (W) = 30G.92' ° 2. 16 Acres O h m COO Inv. 8" Fvc(E) =307.0'± Recessed 8 51 \ _ O ._ ° � � � � � O N P6intline - a hed5tone � u4Cz � O _ Q "o�ao�<^ - moo Nat ral c�as / GruS O 1 m ¢N a <�o o wp C15 co 4 zt-mow - " 1 m ' a ¢03= Filed With Debris i � � w o o p o o'o - Lands N/F Of ` o�mawow;�=�" Gerard Farinon & Kirsty Morland ; I 3Q4�Uzjama¢ � woa,o �w �'=_ B:2018 P:13037 p"= a �_ m �N ¢aoQo 179.2 1-2-5 1 .2 (D e a�n L nk Fer Gh 1 O CB 74. i 07 IRF TF = 309.9 P y �� W 24" Maple Inv 12"Cpp (E) = 304.87' ® ° ,p0 Inv. 12"Cpp (S) = 304.93' Map References ° 1 �� r 77 00 N 61 05t S �� z CB 1 a j TF = 310.00' 4 ` W001 = Survey of Lands of ; c Inv 12"Cpp 30G.5G' CRDN Properties, Inc. Dated: April 17, 2002 ` ASpha\t o0 N H Last Revised: August 13, 2003 ` ` 4 gur4ace By: Paul F. Tommell, L.S. , P.C Lands N/F of ; two 5tory Storm MH N N Professional Land Surveyor Terrence & Debbie Finley ` a'a �\ou5e Rim = 3 10.10' 0 B:2009 P:29133 \0b Inv. 30 Cpp (N) = 298.87' � -4 s 1 # 30" Maple Inv. 30 Cpp (S) = 299.80' 1 .� 0 2 179.2 1-2-5 I .I to Inv. 12"Cpp (E) = Inaccessible(Recessed) e Map of a Survey made for Inv. 12"Cpp (W) = 305.00 Terrace Homebuilders g ; 1 I c 0 Dated: August 23, 2017 1 N ` \t '� IRF �" z By: Van Dusen & Steves 00 E ci Land Surveyors a a Surface N 77-00 _ -� ►� z Deed Reference Storm MH ` 74,07 _ - 1 0 0 Tf = 309.72' �� Thomas C. Coull, as Trustee of Inv. 18"Cpp (N) = 30G.00' a Fenoe Inv. 1 8"Cpp (S) = 305.92' 4 a M R 0\10M the Schrade FamilyTrust Inv. 8" Fvc (W) = 307.00' ; 5t e _ - N Q) z TO Inv. 8" Fvc(E) =307. P± Recessed y� / GruShed On / Aluminum Fence CRDN Properties, Inc, s� 161.89 Dated: March 21, 2003 ; z � � � S 77002'00" W N 88°35'30" W Recorded on: March 26, 2003 r w 156. 71 ' _ r As Instrument #: 200305250 CB ; 1 c CIRF N TF = 309.50' ` w Maple Trees NOTES: Inv. 8" Fvc = 307.47' s " C - Tree Rota Norse Barn 69 I .) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF 1 Fence PpSt Stockade Lands N/F Of co TITLE OR AN OF TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO CB ; 1 Fence Saratoga Longshots LLC ANY STATEMENT OF FACTS SHOWN THEREON. TF = 309.G2' ` Lands N/F of Inv. (5" Fvc = 307.39' Lands N/F of 8:2016 P:41145 2.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. ; ® " 611� gurface Stephen P. Ethier 79.2 13 4 State B 2008 P:33 87 k CB co PSpha\t 3.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN Lands N/F of 1. 8:2020 P:36949 _ _ � ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE ` r 1 79.2 1 3 5 sr sr � . O NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. Thomas J. Farone & Son, Inc. ; N " 179.2 I-3-3 CB > 4.) THIS MAP IS COPYRIGHT © 2021 VAN DUSEN *STEVES LAND B:1014 P:651 Tf = 3 1 0.58' SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS 179.2 I-2-50 4 s s N I F Of 3chOW Inv 1 2"Cpp (N) = 307.G8' C� -4 DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW ` I. LaddNorman J; Gru Inv. 12"Cpp (W) = 307.80' YORK STATE EDUCATION LAW. ; Linda C a 65 p.23 5.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE ° ` a Li B;1 4 z i s i Legend Date: May 12, 2021 NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF as INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED e ; TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. ` IPF = Iron Pipe Found Scale 1"-20' = G.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. ; AIF Iron Rod Found CIRF = Capped Iron Rod Found 7.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR MR = Magnetic Reaction INTEREST THE CITY OF SARATOGA SPRINGS AND THE PEOPLE OF THE = UtilityPole S - 1 STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO IRF WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE = Road Sign TO THE BED OF THE ROADS. CB = Catch Basin MN = Manhole SHEET 1OF 2 8.) CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL - - - - - = Overhead Utility Wire Witt Construction GEODETIC VERTICAL DATUM OF 1 929 (NGVD29). D2667 DWG. NO. 2 1-07 1 1 GG.77-4-1 7 z 0 CL U F of w IRF Scott Tr:2767 IPF p Bi202O P 27679 Lands N/F of j66.77- - Timothy P. & Heidi L. Donohoe E 96.31 ' C' Lands N/F of B:1420 P:375 / j State of New York 1 GG.77-3-35 w / N ? 1/' c B:2008 P:33987 W 1 / I66.77-4-8 ~ 1 ` m a N ??°0? 1� Cn \ \. o a 1 w . ° CIRF— ' I o \ 1 ❑ ❑ IPF 1 \ c \ 1 S 89°13'40� 155.00' ` m 1 cow z LOT 1 \ \ � . . — . . — . . — . — . . — . . — . . — . . — . . — . . — . . — . . — . - v j 1 o N 88009' 10" E 1 w Area \ " \ 24.60' ® c \ 6600.2 Sq. Feet I c z 0. 15 Acres \ \ 4-1 0 Lands N/F of c Jennifer & Bernard G. Mirling B:2011 P:44394 ° a 1 � m -_— — — - - GG.77-3-3 1 _ 1 ` 0 coo a °� it �� 103.? 1 - - Crushed Stone ^' --) 77 7°0?'10j w z — _- - -- -- -- --- -- -- --- -- - - - - - - - - - - - - - - - - - - -- --- -- --- -- -- --- - a a .. S . $. 1 d Stone o m m— GruShe O \ I 0 o - i a coo 1 / � `LOT 2 \ w w \ 14-1 tw � o 1 = -�-�- Area \ � -4 \ I I p. � � c \ 6600. 1 Sq. Feet � 0. 15 Acres \ I co Lands N/F of \ 1 Crystal Byrnes & Gerard Nolan �° \ _ W 103.7 d B:2015 P:11026 `� ° 7007,10„ 103.71 ' Z I GG.77-3-20 v S 110 E - O \ GoNOr ZG 0? � Ln 4. m o^o 11to s � w \ r M " poa a a w 1� LOT 4 0 ca y, N o 1 \ I o _ oo oNONa� LJ3' 3 m N m o=a">aN w a ��-` Area ma==m �a��oo , a" m ° w \ Area 1 \. 74162.2 Sq. Feet I a I ti =Q"Jaoo==aN�=w�= a o \ 4 \ 1. 70 Acres o m o \ 6834. 7 Sq. Feet w r a p 3= I v, N¢vUwiaw¢w0 0 Q "a o0 0. 16 Acres \ J a w wz Lands N/F of 1 _ \ \. I - __" Gerard Farinon & Kirsty Morland \ I =a'o3Q4_°=pa woa,o °w wm>w 8:2018 P:13037 \ _ a W"p�"'mJ " °Y I<�_ �N <oz o 179.2 1-2-5 1 .2 . . Fence rT ® 1 � �'0� ~� IRF 2J f S 7 24" Maple 6 o5t z _s ° W ` O00 � 1 ° Asphalt o �� I I ° 1 Surface � 1 Lands N/F of 0 5tory Terrence & Debbie Finley #1 1 a o N0uO8 I cc B:2009 P:29133 s u 36" MapI 1 79.2 1-2-5 1 .1 1 to o0 z Asphalt ci a s Surface J I I 0 0 a ►� z n1 �, o M Fn 4 a R Gha n Fmk e 5to _ _ z y, z Gruyhed Aluminum Fence w � N 88°35'30" W 161.89' [� o \ S 77002'00" W 'A 1 - 156. 71 ' 00 _ CIRF Maple Trees free �ZoW Horse Barn V . . FenGe PpSt Stockade Lands N/F of v "0 Fence co Saratoga Longshots LLC 0 w B:2016 P:41145 Lands N/F of p" � Lands N/F of- 1 ASpha�t Surface 79.2 3 4 State Of New York co Stephen P. Ethier B:2008 P:33987 c� I Lands N/F of ® B:2020 P:36949 1 79.2 1-3-5 Thomas J. Farone & Son, Inc. 1 79.2 1-3-3 > B:1014 P:651 x 175.2 I-2-5o a 1 Lands NIF °J. GruschOW C° ►�f) and Norman 37 \ Linda C' 8:1465 P:2 79.2 I"3 I Legend Date: February 16, 2022 as IPF = Iron Pipe Found Scale 1'-20' AIF = Iron Rod Found CIRF = Capped Iron Rod Found MR = Magnetic Reaction IRF C 0 = Utility Pole S — 2 � = Road Sign CD = Catch Basin MH = Manhole SHEET 2 OF 2 - — — — - = Overhead Utility Wire Witt Con5truction D2667 DWG. NO. 2 1-07 1 1 GG.77-4-1 7 ' 1 GENERAL NOTES ' \ 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 5/12/2021, AS PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. C1 \\ ' Storm M11 I 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. The LA GROUP Rim = 3 1 1 .G4' (1-800-962-7962)AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING Inv. 3G" Cpp (N) = 299.4 1' I JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY Landscape Architecture&Engineering P.C. Inv. 3G" Cpp (5) = 299.55' COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL Peop<e.Purpose.Pfiace. Inv. 12" C (E) = Inaccessible (Recessed) \ pp BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 40 Long Alley p: 518-587-8100 ' NF Of \ 3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. Saratoga Springs f 518-587-0180 I \ Lands Tri.filO CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, NY 12866 www.thelagroup.com IRF Scot 27679 IPF I FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE B 2020 F� �� ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC. . EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY GG.7-7 1 N I ) Unauthorized alteration or addition to this REMOVE WIRE FENCE I � 2 j LINES SHALL BE DONE BY HAND.ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE document is a violation of Section 7209 of the SILT FENCE, TYP. 4 _ w Lands N/F Of CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. New York State Education Law. L-4.0 i 0100\ oo State of New York X e Fence. I -� B:2008 P:33987 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY ©the LA Grou 2017 0 �r�X W r / \ �S o I GG.77-4-8 DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S p 7�r0A��T�` o I REPRESENTATIVE. CB \ ' rn Prepared fora TF = 3 I O. I I 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND Q Inv. 8" Pvc = 308.2G' SF / 0 2� I BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. J W H e m m I n wa LLC ® woo - - SF g Y 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING 563 North Broadway SF CIRF N VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. Saratoga Springs, NY 12866 S 891340" E CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE SAWCUT AND REMOVE -a _ - IPF 15 OF THE LIMIT OF WORK LINE. PAVEMENT TO FACILITATE NEW f CURB NSTALLATION AND UTILITY CONNECTIONS, TYP. - - / N 8�09' 10" E / 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS / - \ / I AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, 0 1 CONSTRUCTION - 24.60'\ \ \ \ / CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS L-4.0 ENTRANCE, ONE THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S PER LOT,TYP. / REPRESENTATIVE. �n 8. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION MUST BE APPROVED 6 \ REMOVE CURB, TYP. 1 - - - / \ \ / / \ I \ AND SHALL BE RECORDED BY THE CONTRACTOR ON "AS-BUILT DRAWINGS,"AS SPECIFIED. REMOVE CONCRETE 9. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING oWOW*" SIDEWALK,TYP. I \ / I OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK \ \ / / Crushed Stone / / I BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL UTILITY POLE TO REMAIN , i I PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE,AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO o AND BE PROTECTED j ` 3 I 5 / -/ DO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. 10. PROVIDE EXPANSION JOINTS AT ALL CURBS,WALLS, STEPS, LIGHT POLE BASES, PULL BOXES, MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN. 11. 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, �tne� , / - I STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. / REMOVE EXISTING FRAME, GRATE, I 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND 3 0O�0 �a\ \ , AND CURB INLET; EXISTING CATCH OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS ° 5 INLET PROTECTION, TYP. BASIN TO REMAIN. / I FOR COORDINATION REQUIREMENTS BEFORE 7COMMENCING CONSTRUCTION. / o _ L-4.0 REMOVE CONCRETE / I I 13. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING 0 i CONSTRUCTION. a BM"I in t a \ REMOVE GRAVEL 3 ` - - / \� / 3n.zo' 09.85'I / 1 I 14. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, a, I " Pvc = 307.G5'I \ / EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. UJ SITE PREPARATION NOTES 1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH ed 8 I a OWNER/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE \ a Pintlin e / ° 1 � PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. - I � 1 / / \ \ to o ' I� z a Na as \ , y Q 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND EXISTING DRIVEWAY .85BE�F EMO�IED 1 UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES Debris / WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. / 3 CONCRETE WASHOUT, , \ 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. and a \ L-4.0 ONE PER LO , TYP. i W REFER TO PROJECT PLANS, NOTES AND DETAILS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH Project Title: Z THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 7 . IRF 2 " Maple 3ioso TF = 309.91' _ < i Inv 12" Cpp (( _ 304'.9 ,� PROTECTION NOTES: a 000,00 / Inv. 12' cpp (5) = 304.93 0 110-114 Nelson Avenue c :\� S 77000 z 0 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR n CONTRACT OPERATIONS. 110-114 Nelson Avenue Saratoga Springs, NY 12866 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, �5pha1� o MH MEQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, �Wo 50ory FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH =lnley \ \ , o No�8 3 I I .25 �I \ Storm MN I NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS,AND PROPERTY FROM DAMAGE. 3 \\ # \ / 30 Maple Rim = 31O. IO N _ j I Inv. 3G" Cpp (5) = d98. 0' / I 71 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION,THE EDGE OF THE EXISTING B ` / Inv. 12" Cpp (E) = accessible R ce sed) PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING IRF Inv. 12" Cpp (W) = 05.0 ' t MATERIALS ARE INSTALLED. Z �5pha1� 00" z \� 5 �aG .�N 77° REMOVALS NOTES 9 \ \ s 74.07 _- - a - a I 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE 30 .72' Z \ \ \ kFe ° ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS _ 8" Cpp (N) = 305.92' a Gha I TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN 8" Cpp (S) = 305.92' R �/e i �� ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. " Pvc(W) = 307.00' / " Pvc(E) =307. P± Recessed h 5 Aluminum Fence - A 3 I o.00 0 2. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND - = � _ _ -- 161.89_ _ � o o w Project No.: 2021001 z\ S 77°02'00" `� _N 88°35'30" W - o FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. Design: DRC 156. 71 ' CI5 N c � 3` CIRF 3. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND Drawn: KLT Ch'k'd: DRC TF = 309.50' 1 w % 215 Maple Trees STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. Date: 2/21/2022 Scale: 1"=20' Inv. 8"Pvc = 307.47' a C ' \ree F-oW 6 3\\ horse Barn ® ® Fence F05 I Stockade I Lands N/F of I 4. TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF Rev: Description: Date: Tf Fence Saratoga Longshots LLC I ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, TF = 3o9.G2' I \ � Lands N/F of VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN Inv. 8" Pvc = 307.39' \ s I I.2S s� Lands N/F of B:2016 P:41145 \� �\ A5013at gurface Stephen P. Ethier 179.21-3-4 State of New York SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. B:2008 P:33987 CB Lands N/F of I B:2020 P:36949 179.21-3-5 ST 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING J. Farone & Son, Inc. 179.21-3-3 CB BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM B:1014 P:651 Tf = 310.581 THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. 179.2 I-2-50 a to Lands N I F Of uscW Inv 12" Cpp (N) = 307.G8' Lan man J' Gr hO I Inv. 12" Cpp (W) = 307.80' and Nor TRAFFIC CONTROL 1 Linda C� g.1465 p:237 as Q 79.2 _3-� / 1. SUBMIT TRAFFIC CONTROL PLAN TO THE CITY OF SARATOGA SPRINGS. PROVIDE TRAFFIC CONTROL DURING Drawinq Title I WORK IN THE RIGHT-OF-WAY AND OBTAIN ALL RELEVANT PERMITS APPLICATIONS AS NECESSARY(IE. ROAD c � CLOSURE PERMIT). � - - LEGEND Site Demolition and RF _ ' I - - PROPERTY LINE EXISTING OVERHEAD UTILITY C4 Planning Board # 22.XXXX Preparation Plan N LIMIT OF DISTURBANCE (0.60 AC) REMOVE PAVEMENT Approval CONSTRUCTION FENCING REMOVE ITEM Approved under authority of a resolution adopted DrawingNo. 20 10 0 5 10 15 20 EXISTING STORM LINE SF SILT FENCE by the Planning Board of the City of Saratoga Springs. EXISTING SANITARY LINE Chairperson 11111................. 2 XXXXXXXX REMOVE ITEM Date Signed L I _ 'I 1•O Scale: 1" =20' EXISTING WATER LINE EI INLET PROTECTION EXISTING GAS LINE LAYOUT NOTES PROPERTIES WITHIN 300 FEET 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED PARCEL LOT SIZE SURVEYOR ENGAGED BY THE CONTRACTOR. NUMBER LOCATION OWNER NAME (ACRES) kc*lmml 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S 166.77-3-11 127 NELSON AVE SCHNEIRDER,PATRICIA G 0.16 The LA GROUP REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE 166.77-3-17 34 JACKSON STTRUST 0.14 Landscape Architecture&Engineering P.C. APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 166.77-3-18 38 JACKSON ST PAVESE,MARC 0.14 People.Purpose.Place. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY 166.77-3-20 119 NELSON AVE BYRNES,CRYSTAL 0.17 ARE MEASURED UNLESS OTHERWISE NOTED. 166.77-3-21 42 JACKSON AVE CAVOTTA,MICHAEL J 0.14 Saratoga Long Alley p: 518-587-81 Saratoga Springs f 518-587-0180 0 ® 4. DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 166.77-3-30 129 NELSON AVE BOIVIN,BENTLY M 0.30 NY 12866 www.thelagroup.com 166.77-3-31 121 NELSON AVE MIRLING,JENNIFER 0.2g TRANSITION TO ' 5. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, 166.77-3-33 73 WEBSTER ST GILMAN,DAVID ALAN 0.05 Unauthorized alteration or addition 0 this SLEEVES, FOOTINGS, ETC. WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS WALLS, document is a violation of Section 7209 of the EXISTING CURBING ) ( 166.77-3-34 64 WEBSTER ST BREHM,PHILLIP H 0.22 New York State Education Law. � FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL FLUSH CURB, TYP. � � , � � REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 166.77-3-35 125 NELSON AVE DONOHOE,TOMOTHY P 0.15 I 12 RESIDENTIAL DRIVEWAY TO BE WOOOO i� I 000 166.77-4-2 75 MADISON ST BURKE,ROBERT E 0.26 (0the LA Group 2017 L4.0 LOCATED BY THE BUILDER AT THE _ 000 woo \ 166.77-4-3 166 LINCOLN AVE FAHY,JOSEPH 0.24 TIME OF BUILDING PERMIT ' I Preparedfor.- 166.77-4-4 168 JEFFERSON ST JLS FAMILY PARTNERSHIP 0.50 166.77-4-5 LINCOLN AVE STATE OF NEW YORK 0.51 JW Hemmingway LLC � 166.77-4-6 FRANK SULLIVAN PL STATE OF NEW YORK 0.26� 563 North Broadway 166.77-4-7 FRANK SULLIVAN PL DICARLO,PETER 0.41 Saratoga Springs, NY 12866 �• i -� 166.77-4-8 FRANK SULLIVAN PL STATE OF NEW YORK .69 166.77-4-10 108 NELSON AVE ORANGECAT PROPERTIES LLC 0.10 1 DECORATIVE STREET LIGHT 1 ` 166.77-4-11 NELSON AVE TRIFILO,SCOT 0.23 L-4.1 LOT 166.77-4-12 126 NELSON AVE TRIFILO,SCOT 0.23 1 I 166.77-4-13 130 NELSON AVE WOLPERT,ERICA 0.37 166.77-4-14 132 NELSON AVE BILLOK,MICHAEL D 0.33 166.77-4-15 134 NELSON AVE EDELSON,RUTH CHERIS 0.22 166.77-4-16 136 NELSON AVE SHOEN,TIMOTHY 0.25 11 CONCRETE i 179.-1-1 NYS RT 9-P STATE OF NEW YORK 26.45 L-4.0 SIDEWALK,TYP. I 179.21-2-6 46 JACKSON ST DEAN,PETER M .14 ® 1 I 179.21-2-7 50 JACKSON ST SPEARMAN,BRIAN M .14 AC \ 179.21-2-12 77 WRIGHT ST KRASZEWSKI,JOSEPH .17 l s ,\ ` I 179.21 2 13 73 WRIGHT ST SETTEE,ANN F 17 • ' 179.21-2-14 54 JACKSON ST LYNCH,ALLEN J .11 •.. : •• 9 ASPHALT 1 179.21-2-15 69 WRIGHT ST SPEARMAN,BRIAN M .23 L-4.0 PAVEMENT,TYP. I I 179.21-2-50 NELSON AVE FARONE,THOMAS J 3.21 I 179.21-2-51.1 115 NELSON AVE FINLEY,TERRANCE .15 179.21-2-51.2 117 NELSON AVE FARINON,GERARD .18 LOT 2 1 LOT 4 179.21-3-1 104 NELSON AVE GRUSCHOW,LINDA C 0.12 7 PAVEMENT KEY, TYP. 179.21-3-2 102 NELSON AVE WOODCOCK,PAUL 0.12 L-4.0 1 I 179.21-3-3 101 WRIGHT ST ETHIER,STEPHEN P 0.12 I 179.21-3-4 103 WRIGHT ST SARATOGA LONGSHOTS LLC 0.14 �• M1\ FLUSH CURB, TYP. i 179.21-3-5 115 WRIGHT ST STATE OF NEW YORK 0.24 - PLANTING SCHEDULE ° 1 I I--I--I KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT i Q TREES a 12 RESIDENTIAL DRIVEWAY TO BE 1 ` I AC 2 Amelanchier cenedensis Serviceberry 2"'CAL g&g L-4.0 LOCATED BY THE BUILDER AT THE AC TIME OF BUILDING PERMIT 1 I Q a LOT 3 1 Lincoln Ave 1 DECORATIVE STREET LIGHT \ I U a _ - L-4.1 � ti ti i• Project Title: z cci �c �c ' \ / 166.77-4-16 r \ 110-114 Nelson Avenue � Z 166.77-4-15 TRANSITION TO EXISTING j \ 166.77-4� 110-114 Nelson Avenue CURBING c ` I 166.77-4-14 Saratoga Springs, NY 12866 166.774-7 8 TRANSITION CURB 166.77-3-3 L-4,0 - 166.77-4-13 166.77-3 2 Webster St ° m F \ I 166.77-4-12 166.77-4-8 �/� \ 166.77-3-11 c V+ 166.77-3.34 0 ` I 166.77-4-11 ` I 166.77-3-35 Z B 166.77-3-17 a _ Z a 166.77-3-18 166.77-3-31 �o a i I Project Site G � y 166.77-3-21 166.77-4-17 179.-1-1 p 166.77-3-20 179.21-2-6 179.21-2.7 179.21-2.51.2 166.77-4-10 \ ' I \ 179.21-2-51.1 -� - - - 179.21-2-14 - - - - • - - - - r � M 179.21-3-5 Project No.: 2021001 - - N N 179.21-3-1 *- N Design: DRC ri w Drawn: KLT Ch'k'd: DRC 179.21-2-15 O1 as 179.21-3-2 Date: 2/21/2022 Scale: 1"=20' 179.21-2-50 Wright A a ht St Rev: Description: Date: 179.21-2-50 ° 1 150 0 50 100 150 ° a Drawing Title as a Scale: 1"= 150' LEGEND Layout Plan - - PROPERTY LINE Planning Board # 22.XXXX ® TREE o LIMIT OF DISTURBANCE (0.60 AC) Approval PROPOSED LIGHT Approved under authority of a resolution adopted DrawingNo. CONCRETE PAVING by the Planning Board of the City of Saratoga Springs. 20 10 0 5 10 15 20 Chairperson L Date Signed I _2.O ASPHALT PAVING Scale: 1"=20' GRADING NOTES: kC*a=l 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 5/12/2021 PERFORMED BY VAN DUSEN &STEVES SURVEYORS, The LA GROUP 2. ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. (Landscape Archiitecture&EngineeringP.C. 3. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF People.Purpose.Place. CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE 40 Long Alley p: 518-587-8100 DISTURBED BY CONSTRUCTION. Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com 4. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE Z� OF ONE-EIGHTH INCH (1/8")PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. ANY _ DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S Unauthorized alteration or addition to this 000 000 000 2 REPRESENTATIVE PRIOR TO CONTINUING WORK. document is a violation of Section 7209 of the New York State Education Law. 000 000 ` 5. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30'IN LENGTH. W re 000 jopG� \ '� ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S ©the LA Group 2017 \ r I ✓ s REPRESENTATIVE PRIOR TO CONTINUING WORK. CB I Tf = 3 1 0. 1 1 ' _ \ / I Prepared fora 6. SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA N Inv. B" Pvc = 308.2G' 10 fir _ '075/ I _ , _ - / \� \? GUIDELINES. JW H em m l ngway LLC �� - - 311 / 7. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM OF CURB 563 North Broadway - - - '1 \ - UNLESS SHOWN OTHERWISE. Saratoga Springs, NY 12866 8. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. MATCH EXISTING 9. SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS �, SIDEWALK FLUSH EX 31 05 WITH GRADE LOT 1 _ A / SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 6" PVC SEWER \. 1 A k 10. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. N S LATERAL (MIN. 2% FFE 312.0_+ > \ // CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED SLOPE) _ / i / DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. �M 3/4"TYPE K COPPERS // \ - _ 1 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING M/ WATER SERVICE / BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM •� \ V I I SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER.TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON ° A SITE OR LEGALLY DISPOSED OF OFFSITE. TC 31 .56 C 310.06 X) 12. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. TC 310 67 \ ` �� ' i \ 3 5 / I / GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2",AND C 310.17(E4➢O \ _ i / SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 10.310.5 \ I 13. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. Nd 6" PVC SEWER LATERAL - - - _ - - FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 1 � (MIN.2%SLOPE) \ \ / / / / /I 14. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. M \ LOT 2 \ \ PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. i _ v LOT _ - - - / 3�0.0M' 15. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION 3/4"TYPE K FFE 311.75± 3 ? / / \\ / AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL \ 1 COPPER WATER \ / COMPLETION OF BACKFILLING. I --- , SERVICE \ I 16. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL 1 cB /'/ 3` o \ 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 9.85'\ FC 3 9.8 , Irv' - O7 311 I OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. � u LO N \ \ � \ / \ 17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES M RE�ACE CURB INLET WITH AHEAVY - - - _ ' � I I 1 OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES, Lij }l1TY FRAME AND GRATE, BICY SAFE; RIM ELEVATION SHALL B FLUSH a 18. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. ed 1 I \ 1 \ WITH SURROUNDING GRADE. J DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED TC 3 0.40 C 309.9 EX ` \w 3/4"CUR&STOP,TYP. 8" PVC SANITARY IT IS NECESSARY TO I CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF.WHEN \ ` z I TEMPORARY FACILITIES UNTIL DRAINAGET THE EXISTING ILWORK S PERMANENTLY STABILIZED AND A APPROVED BY OWNER'S VIDE 3; � � � LINE (� 1.0/o REPRESENTATIVE. .85' 1�_ LOT 3 - M PROVIDE WATER TIGHT CAP ON 8" \ > Debris \ M 1 r / PVC SANITARY LINE FOR FUTURE / CONNECTION. J 19. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL 1 �E�11.75± \ INV. 305.22 / J UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND / I / HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS O OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. z 20. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4"OF FINISHED GRADE UNLESS Project Title: V CB I OTHERWISE NOTED. TC 31 .32 S PROPOSED EASEMENT 3io Tf - 309.91' X Ns Inv 12" Cpp (E) = 304.87' B 309.82 . \yvv v /s Inv. 12" Cpp (5) = 304.91 UTILITY NOTES 110-114 Nelson Avenue AN 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962)AND THE PROPER LOCAL AUTHORITIES OR 110-114 Nelson Avenue MATCH EXISTING 3/4"TYPE K COPPER \ \ �- 1 o I RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING Saratoga Springs, NY 12866 � \ 31o.z5 I SIDEWALK FLUSH / WATER SERVICE \ / UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE WITH GRADE 6" PVC SEWER \ I / ( Oo TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. LATERAL(MIN. 2% � � � � � � _ - _ / O� I I TC 310.29 - - - - 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING v BC 309.79(EX) SLOPE) \, � JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. Z � 31 1 . 5 - � I � m \ 6 DOGHOUSE SANITARY - \ ` SRIM = MH 3 0. 10' \ 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT n (\ \ L-4.1 MANHOLE(SMH-1) I \ ✓ Inv. 3G" Cpp (N) = 298. 7' CONFIGURATION. Inv. 3G" C p (5) _ �99. 0' / \ \ RIM: 309.80± � � � � \ 0 \ INV. IN (NEW): 303.81 (8") Inv. 12" Cp (E) = n�accessible R�ce sed) �i INV. (THRU): 303.71 (8") / - Inv. 12" Cpp (W) = $05.0�' / I 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND \ \ BUILDING CODE REQUIREMENTS. 5. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR MH INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL N UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, 8' Cpp (N) = 30G.00' G \ / \ - / i i r' a s - I \ DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS 8" Cpp (5) = 305.92' 1 �� �- �L �.�- \ \ (WALLS, FENCE, FOOTINGS,TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.)AND IMMEDIATELY " Pvc(W) = 307.00' REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS l � " Pvc(E) =307. P± Recessed 1\ - i - _ - - _ _ __=-� 3 10.00 \ / DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE o.. - _ _ - _ _ - o CONTRACTOR. Project N 2021001 -r_ o ° Design: DRC \ 3 / ° 6. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. CB Drawn: KLT Ch'k'd: DRC Tf = 309.50' \ -/ Date: 2/21/2022 Scale: 1' 20' Inv. 8" Pvc = 307.47' 7. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. Rev: Description: Date: CB Tf = 309.G2' 8. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, Inv. 8" Pvc = 307.39' \II \ \/ j/ i.25 EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. ST CB zi �o Tf = 310.58' Inv 12" Cpp (N) = 307.G8' Inv. 12" Cpp (W) = 307.80' Drawing Title N LEGEND Grading, Drainage, - - PROPERTY LINE w PROPOSED WATERLINE Planning Board # 22.XXXX and Utility Plan N LIMIT OF DISTURBANCE (0.60 AC) SAN PROPOSED SANITARY LINE Approval 310 EXISTING MAJOR CONTOUR ST ST EXISTING STORM LINE Approved under authority of a resolution adopted q Dra win No. EXISTING FIRE SA SA EXISTING SANITARY LINE by the Planning Board of the City of Saratoga Springs. HYDRANT, 170 LF 20 10 0 5 10 15 20 312 - EXISTING MINOR CONTOUR Chairperson FROM LOT 3 312 PROPOSED SPOT ELEVATION w EXISTING WATER LINE Date Signed I _ •O v 6 Scale: 1"-20' � EXISTING GAS LINE L \ 1 ' 5 ST PROPOSED STORM DRAIN EXISTING OVERHEAD UTILITY sto NOTE: 50'-0" NOTES: EXPANSION JOINTS SPACED PROVIDE CLEAN SQUARE CORNER 1. MINIMUM STONE SIZE SHALL BE 1"-4"STONE, INSTALLED FINISH ALONG CURB 10'O.C. MAX. WHERE BITUMINOUS WALK ABUTS CURB EDGE OF EXISTING ROADWAY OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". GRADE 6" 1/2" RADIUS BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR The LA GROUP _ 2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' 6" 1/4" RADIUS FINISH GRADE; BITUMINOUS TO WALK TO WALK o a o FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50'. OR LAWN, SEE PLANS ;,ID 2 4"CONCRETE-SEE ,�6" CONCRETE-SEE Landscape Architecture Engineering P.C. on o o-o 0 0o O o C, 3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD II ° CONCRETE SPECIFICATIONS o a CONCRETE SPECIFICATIONS p 9 g O a o O a o o p _ III ,III .d ° �' ,° a . People.Purpose.Place. o oo� �oo ACCESS. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM j�j�j������` ° ° o O l 0 0 00 0 0 0 o CONSTRUCTION ACCESSES SHALL BE PIPED BENEATH %j j j p _ PAVEMENT - o o o o O oo 00� V�V���j O 0 O �� o' 6"X 6" NO s WOVEN WIRE D o 6"X 6" NO 6 WOVEN WIRE 0o O O o0o O o 0000 0 o O o� �� � � //�//�� -III O� 0 00 FINISH GRADE o 40 Lon Alley 518-587-8100 O o0 o O o0 00000�0 0 0 �� PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE �`/��/��/��/��/��/ ° O d ° MESH EXCEPT A.O.B.E. �° °. o MESH EXCEPT A.O.B.E. g Y p' 4 PI O �� ,000 S o� = o� �� oho 0 o00a0oa c� VA��VVVV co ° \ \ \ \ Saratoga Springs f 518-587-0180 �o o� �o o� �o o O - �00 PERMITTED. - �� /�/� ° ° 000 0� CAST-IN-PLACE /AAjAAjAAjAAj 6" GRANULAR SUBBASE COURSE NYS a a . 8" GRANULAR SUBBASE COURSE NYS o � ��� o O o o�ono ono O° V�� ��A��� °�� $ro CAST-IN-PLACE CONCRETE a �� V//V//V//V//V/ Q NY 12866 www.thelagroup.com o O p o O a o 0 4. ACCESS SHALL BE MAINTAINED IN A CONDITION WHICH WILL // // // o °d; - o 00 O 0 Oa CONCRETE CURB \\ \\ \\ \ DOT SECT. 304, TYPE 4 COMPACTED \ \ \ \ DOT SECT. 304, TYPE 4 COMPACTED �� o0 00 �� �p CURB SEE CONCRETE o� // // // // \\ \\ \\ \\O O O O O �\ �\ p ° ° - \/\/\/\/ 0 / / / / / 0 O o� PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO // // o p a o o _ \\ \\ \\ \\ \\ TO 95/o STANDARD PROCTOR /j /j /j /j / TO 95/o STANDARD PROCTOR ,00 o R,c o moo o �o PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED, j\j °° o o p SPECIFICATION co -III a Cb oo /i//i//i//i//i. \j\\j\\j\\j\\\ Unauthorized alteration or addition to this O� O�� � O O O O O v O o WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL % aoo -III o 00 SUBGRADE COMPACTED TO \ \\ \ \ SUBGRADE COMPACTED TO document is a violation of Section 7209 of the p OVA 00 p0 �00 p0 O O C, go �p Ogo O o0 0 0 o o _ 90%STANDARD PROCTOR /' 90%STANDARD PROCTOR New York State Education Law. papa 000aoa O� BE REMOVED IMMEDIATELY. / / oa a a ° 8 p GRAVEL COMPACTED TO O� a COMPACTED 5, ALL VEHICLE WASHING SHALL BE DONE IN A STONE j�// a �� //�//� � j��� 95%STANDARD PROCTOR -III �o d� GRAVEL BASE STABILIZED AREA WHICH DRAINS INTO AN APPROVED r�/�� �� o /�/�/�/i�/�/�. �� ©the LA Group 2017 SEDIMENT TRAPPING DEVICE. �j�j� ���j���j��i� = NYSDOT SECT. 304, NOTES: NOTES: TYPE 2 �/ / / / / / / / / EXPANSION JOINT SPACING -20-25 O.C. EXPANSION JOINT SPACING-20-25 O.C. 6. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SUBGRADE COMPACTED TO 50'-0"OF 12"50/50 MIXTURE OF TYPE 3 90% STANDARD PROCTOR CONTROL JOINT SPACING- 5'O.C. CONTROL JOINT SPACING- 5'O.C. Prepared for SPECIFICATIONS AND STORMWATER POLLUTION 6 6 6 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.) AND TYPE 4 GRANULAR MATERIAL PREVENTION PLAN. 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 J W H e m m i n Wa LLC OVER COMPACTED SUBGRADE FULL CURB AT LAWN FLUSH CURB IN PAVING THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO STABILIZED CONSTRUCTION ENTRANCE 6" CONCRETE CURB SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO 563 North Broadway MIN. OR AS ORDERED BY CITY ENGINEER BE 5 MIN. OR AS ORDERED BY CITY ENGINEER Saratoga Springs, NY 12866 1 SCALE: NTS � SCALE: NTS MAX. 2 PROPOSED PAVING EXISTING PAVING TYPE 1 TYPE 2 1 v v 12" (MIN.) TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS KEYED PAVEMENT TO BE FLUSH WITH TOP COURSE EXISTING PAVEMENT TO REMAIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN BINDER COURSE � � 1-/2" MINIMUM DEEP KEY SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: INTO EXISTING PAVEMENT 1.)SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE 1.)ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROPERTY LINE. PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE o 00 8��o0o COUNTY COMM. OF PUBLIC WORKS. 2.)SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. as,ooa� o o O ooap �0 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 3.)SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. ) oa�� 0 0 o o COMPACTED BASE MATERIAL 8'(MIN.) FROM THE EDGE OF SHOULDER. ao oo�ao.:o ao o��ao :po 3.)SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE COMPACTED SUBGRADE WITH DRAINAGE. NOTES: PAVEMENT KEY 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 7 SCALE: NTS 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3. EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. CITY OF SARATOGA SPRINGS 4. A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. CONCRETE CONCRETE SPECIFICATIONS OF THE PLANNING BOARD CURB 1' 5' TEMPORARY STOCKPILE 2 THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE 8' (MIN.) L. SCALE: NTS CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. 40 CONCRETE WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE WASHOUT SIGN a a a 4 AUTHORITY MINIMUM SPECIFICATIONS. MAY VARY WITH CLIMATE AND WEATHER CONDITIONS, a a a a s CONCRETE STAPLES(2PER a WASHOUT BALE) ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED STRAW BALE WOOD OR METAL 3/8" EXPANSION JOINT SHALL MEET OR EXCEED THESE SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE"NEW STAKES (2 PER BALE) ADJACENT FINISH GRADE AT YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD 10 MIL PLASTIC BOTTOM OF CURB CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. LINING AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1)A LOW z _ WATER-CEMENT RATIO(MAXIMUM 0.46), (2)A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY z_ LESS,*(3)A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS 0 0 N TRANSITION CURB PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. 10 MIL PLASTIC 8 SURFACE, (5)ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINING o o V SCALE: NTS LINEAR FOOT OR MORE, (6)A MINIMUM OF 7 DAYS MOIST CURING AT OR *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND NOTE: NOTES: ABOVE 50 DEGREES F, (7)A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. STRAWBALES STAKED 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR PSI AT 28 DAYS, AND (8)A MINIMUM 30-DAY DRYING PERIOD AFTER INTO GROUND a a a a a a 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION ADEQUATELY CONTAIN CONCRETE CLEANOUT. TOP COURSE-NYSDOT ITEM WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT 2. SIGN INDICATING LOCATION OF CONCRETE WASHOUT SHALL BE 402.098302-9.5F3 H.M.A., 80 EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND PROVIDED AT EACH LOCATION. SERIES COMPACTION LOADS,THE CITY ENGINEER MAY REQUIRE STRUCTURAL CONCRETE WASHOUT PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN CONCRETE PAVEMENT ON GRADE 3 LOADING. 11 SCALE: NTS TACK COAT-DILUTED ITEM 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF SCALE: NTS 407-0102 DILUTED MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING 36" MIN. FENCE POST Pro�ectTite: ¢ CONCRETE SIDEWALK-TYPE 1 AT 0 o O. ".a 00 BINDER COURSE. 10' MAX. TO 1 w w oo O o BINDER COURSE- NYSDOT ITEM NON-VEHICLE TRAFFIC AREAS. _ o � O 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING � 402.198902- 19F9 H.M.A., 80 TYPE 2 AT VEHICLE TRAFFIC EXPANSION JOINT 110-114 Nelson Avenue 36" MIN., 2" HARDWOOD FENCE o AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. POSTS, DRIVEN MIN. 16" INTO u m w� ° ° SERIES COMPACTION PG ALL TESTING SHALL BE AS ORDERED BY THE CITY AREAS, (FULL DEPTH OF TURF � ; ' ° BINDER(LIQUID ASPHALT) :�1�� PAVEMENT) GROUND ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. - o - 110 114 Nelson Avenue 22 ............. ............... ;rJ. ° �.. �.... 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO �1 Saratoga Springs, NY 12866 w :. ::::. ::::. ..:::.....:............. /\/\/\/\/\/\/\ : . . . . g ............. ........................................................................... / / / / / / / COMMENCING PAVING OPERATIONS. > w .......... .. ................................................................................................... �/ z \/\/\/\/\/\/\/ % - \ \ \ \ \ \ \ \ ASPHALT O / / / / / / /o FILTER FABRIC m \ \ \ \ \ \ \ COMPACTED GRAVEL- DRIVEWAY / / / / / / / ......... .. .................................................................................................... ................. ............ ...................................................................................................... ............. o / / / / / / / / NY D T TYPE 2 E T. ASPHALT WARP w - /\/\/\/\/\/\/\/ S 0 (S C PAVEMENT TOP BINDER GRAVEL ESAL - c� :. / / / / / / / o AREA BOTH SIDES o J / / / / / / / / 304 COMPACTED TO 95/o TYPE 1 1/2 REVEAL ( ) CO J J \ \ \ \ \ \ \ COURSE COURSE COURSE LEVEL 2 /\/\/\/\/\/\/\/ ¢ / / / / / / / ........... .. .................................................................................................... ................. w STANDARD PROCTOR g \ \ \ \ \ \ \ \ m o � FLOW \ \ \ \ \ \ uR U / / / / / / / . .. .................................................................................................... ............... w - � / / / / / / / < lip �� OF ;1� GE ................................................................................................ :::::: � \ \ \ \ \ \ \ \ STANDARD :� �� �: 30 1 ASPHALT \.1 ......................................................... .................. > \ O N P............................................ ................. ROADWAY MILLION APRON SE y W FR m ���\�\�\�\�\�\� 1-1/2 3 12 C�\ \0� ONE EXPANSION P P o OF- z O - �N N w _ SUBGRADE-COMPACTED TO z - o JOINT 0 N_ �N - - 90/o STANDARD PROCTOR Ft5 M w\ C° :f.;;': :5 5 0 MPX STREET-� . o ASPHALT PAVEMENT PERSPECTIVE VIEW F� EMBED FILTER CLOTH MIN. 8" SCALE: NTS 6"CONCRETE CURB FILTER FABRIC; FASTENED SECURELY TO INTO GROUND TAPER CURB FENCE POSTS W/STAPLES SECTION NOTES: „ „ DROP CURB AT RESIDENTIAL DRIVEWAY 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. FINISHED GRAD 12 SCALE: NTS 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. Project No.: 2021001 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH z Design: DRC SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. JOINT SEAL PER SPEC. _ 2" 2" �_ � Drawn: KLT Ch'k'd: DRC 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 2 2" Date: 2/21/2022 Scale: NTS 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 1/3 HEIGHT OF SILT FENCE IS REACHED OR WHEN z_ TOOLED JOINT W/1/4" w "BULGES" DEVELOP IN THE SILT FENCE. RADIUS EDGES AS TOOLED JOINT 5'O.C. OR o SHOWN, TYP. AS SHOWN ON PLANS& Rev: Description: Date: a °: ° ;. OTHER DETAILS OR TO SILT FENCE FULL LENGTH OF PIPE MATCH EXIST. SCORE 4 ° PREMOULDED JOINT FILLER a ° JOINTS.TOOLING SHALL SCALE: NTS CENTERED ON SEWER LINE a °. ° ° ° ° ° ALSO OCCUR AROUND ENTIRE PERIMETER OF %"JOINT EXPANSION JOINTS TO OCCUR 60,O.C. MAX %"JOINT CONC. PAVEMENT. &AT ALL CURBS, WALLS, &WHERE SHOWN NOTE: EXPANSION JOINT ON PLANS OR OTHER DETAILS SCORE JOINT S �N 1. SILT SACK SHALL BE MAINTAINED&REMOVED .. \-PO ONLY AFTER ACCEPTANCE OF ROADWAY. SILT r° WATER LINE SACK SHALL BE CLEANED PERIODICALLY TO KE EP CATCH BASIN WORKING PROPERLY WHILE IN Drawing Title PLACE AT REMOVAL OF SILT SACK ALL CATCH SANITARY SEWER CONCRETE PVMT. EXPANSION/SCORE JOINT BASINS SHALL BE CLEANED OF DEBRIS AND STORM SEWER 13 SCALE: NTS SEDIMENT. * Site Details NOTE: SEE NOTE 2. GRATE SILT SACK SHALL ONLY BE USED FOR (REFERENCE-"TEN Planning Board # 22.XXXX Se O 400 F USE SILT SACK UNDER GRATE TO IN-PAVEMENT STRUCTURES ONLY DURING AND STATE STANDARDS") RUN CONTROL SEDIMENT RUNOFF. �POEN AFTER INSTALLATION OF PAVEMENT. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- SACK SHALL BE MAINTIANED AND TAINED,WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER,WITH BOTTOM OF WATER MAIN Approval CLEANED ON A REGULAR BASIS 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, SEE NOTE OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO Dra wing No. ( ) PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS,THE SEWER SHALL BE DESIGNED AND CONSTRUCTED Approved under authority of a resolution adopted EQUAL TO WATER PIPE,AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. by the Planning Board of the City of Saratoga Springs. Chairperson INLET PROTECTION - FINISHED PAVED AREAS UTILITY CROSSING DETAIL Date Signed L-4.O 5 SCALE: NTS 1 O SCALE: NTS NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE g COORDINATED WITH THE CITY ELECTRICIAN AND SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS MIN EXIST. PVMT. The LA GROUP DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE,TYPE 5 DISTRIBUTION, 120-277 SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. KEY 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR VOLT DIMMABLE DRIVER PRIOR TO PLACEMENT OF NEW PVMT. JT' ITEM DEPTH MATERIAL METHOD OF Landscape Architecture&Engineering P.C. PAYING CONNECTION CHARGES FROM NATIONAL GRID. LAWN RESTORATION PVMT. RESTORATION PLACEMENT PeopCe.Purpose.Place. THE CITY OF SARATOGA SPRINGS TAKES OVER THE ACRYLIC ACORN LENS TOPSOIL&SEED NEW. PVMT, SEE DETJr AIL LIGHT ONCE CONNECTED. AS SPECIFIEDPIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL 40 Long Alley p: 518-587-8100 5T TWIST LOCK FITTER COMPACTION Saratoga Springs f 518-587-0180 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL NY 12866 www.thelagroup.com BETWEEN BASES USE 2"SCHEDULE 40 PVC DRIVER COMPARTMENT °�°�0 C � � )° COVER COMPACTION NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS ELECTRONIC PHOTOCELL II ° U Of �� ° oo �� FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL Unauthorized alteration or addition to this WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: —III w w 10(STREET SIDE) SUBBASE MAT'L.; COMPACTION document is a violation of Section 7209 of the �� Q w REFER New York State Education Law. THHN COPPER STRANDED NUMBER 6 COLORED RED, o �i� III I � I WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. w PROVIDE A SEPARATE HANDHOLE, SYNERTECH - 4"-3" DIA. TAPERED POLE, .125 WALL �_ I w w TO NEW PVMT. DETAIL THICKNESS, 6063-T6 STRUCTURAL GRADE > > Oo°Oo NOTES: ©the LA Group 2017 0o SYN121212HH02, TO BE OWNED BY THE CITY FOR THE O O O BURIED METALLIC ALUMINUM ui 11 U v = 1. FINAL TRENCH BACKFILL DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE of z z IDENTIFICATION 1.a. IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND POLE WELDED FOR SINGLE UNIT Q g - WARNING TAPE Prepared fora INSTALL(1)5/8 INCH COPPER GROUND ROD IN CONSTRUCTION o EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE cn - FINAL TRENCH BACKFILL ENGINEER OF RECORD; OTHERWISE IT SHALL BE J W H e m m i n gway LLC HANDHOLE.WIRE AND CONDUIT FROM HANDHOLE TO w ¢ -Cv BLACK FINISH � —III °Ck° C,- (SEE NOTE) STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 POLE OR BOX PER NATIONAL GRID S STANDARDS. IF o 1 I .i.,�... PERCENT. 563 North Broadway CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT _ .. 0 FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V ACCESS DOOR �' o it 0. ;°. °:. �.° III - PIPE ZONE BACKFILL 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE Saratoga Springs, NY 12866 WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZK CATALOG NUMBER: o 1 STRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITY SHALL FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IFPT-D650SRLED-5T-4AR22T5- °� � ° Q�Q� = PIPE ZONE BEDDING BE 95 PERCENT. CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP MDL03-A-PEC/4214T4/BK -1 II o� MAT'L 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, = ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AAFOUR ANCHOR BOLTS AND ONE GROUND STUD. MPA TED T THE ATI FA TI N F THE EN INEER. z CO C 0 S S C 0 0 GFUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH PIPE 0•D. +24" 3. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. LAMP. RUN#12 THHN COPPER, (RED, WHITE ANDGREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS4"CHAMFER C9 MIN. SECTION CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN = PIPE TRENCH BASE OF LIGHTS.THE LIGHT IS TO BE MOUNTED `�' FINISHED GRADE DIRECTLY INTO CONCRETE BASE USING FENDER z � KA�; ���� ������� ZINC PLATED ANCHOR BOLT SCALE: NTS WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH � v THICKNESS, AND LOCK WASHERS. N C ` ASSEMBLY PER MANUFACTURER'S �Yv�Y RECOMMENDATION ? 2" PVC SCHEDULE 40 NO DIRECT BURIAL 17" DIA. BASE, 12" DIA BOLT o ! X/ CIRCLE, DIAMOND PATTERN, �� GROUND ROD PER N.E.C. l 1 / FOUR""x 18"ANCHOR BOLTS 4000 PSI CONCRETE BASE WITH d SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR � Y o V / / LOOP ARBORTIE AROUND STAKE AND COMPACTED TO 90/o STANDARD 0" PROCTOR / TREE STEM BELOW LOWEST BRANCH. DO 2 NOT WRAP ARBOTIE AROUND AS IT WILL DECORATIVE STREET LIGHT DETAIL � ,,,, � ��' , � GIRDLE THE TRUNK 1 SCALE: NTS ��.�� CONTRACTOR RESPONSIBLE FOR= KEEPING TREE PLUMB. REFER TO SPECIFICATIONS FOR FURTHER TREE BELT FINISHED GRADE �_� INFORMATION. STAKING NOT ALWAYS REQUIRED. IF STAKING, INSTALL 2"X2"SQ. CURB SEE NOTE SIDEWALK Y/ — OR 3" DIA. HARD OR SOFT WOOD STAKES, IN ACCORDANCE WITH THE ROADWAY SPECIFICATIONS. (3)STAKES REQUIRED ---- � � � � �/�/�/�/�/�, � ,l ` FOR TREES LESS THAN 2"CALIPER. ROOT FLARE SHALL BEAR SAME NOTE: / RELATIONSHIP TO FINISH GRADE. LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF CURB BOX; MUELLER 5'-6"±MODEL 3" DEPTH SHREDDED BARK MULCH; PULL/ AWAY FROM TRUNK. BELT IS PRESENT INSTALL CURB TREE BELT.WHERE NO CURB/TREE H-10314 (IN TURF) MODEL H-10334 (IN BOX IS PROPERTY LINE. z CONCRETE WALK)(SIZE AS REQUIRED CUT ROPE SURROUNDING BOTTOM OF FOR 3/4"OR 1"SERVICE) TREE TRUNK AFTER BACKFILLING BUT o BEFORE MULCHING. FOLD BURLAP. CURB STOP; MUELLER ORISEAL MODEL 3/4"COPPER TUBING H-15209 COMPRESSION, MODEL H-15219 EQ. EQ' 3" HT. PLANTING SOIL SAUCER, (TYPE K) WSERVIICE)(SIZE AS REQUIRED FOR 3/4"OR COMPACTED 1 PLANTING SOIL AS SPECIFIED SEE DETAIL FOR SPLICE III III III I I I III III Project Title: CORPORATION STOP WITH 45° 6 NATIVE SOIL DRAINAGE MOUND, COMPRESSION FITTING, TEMPORARY CAP OR PLUG AS NECESSARY III III III III MPACTS TO 9 AI (POORLY DRAINED MUELLER H-15008 3/4" III III III III SOILS ONLY) 110-114 Nelson Avenue 3/4" MIN, SIZE TYPE K III III III III COPPER PIPE UNDISTURBED SUBGRADE 110-114 Nelson Avenue 2-0 MIN. Saratoga Springs, NY 12866 EXISTING WATER SOLID CONC. MAIN BEARING BLOCK OR TREE PLANTING C.I. FOOT SCALE: NTS TYPICAL WATER SERVICE CONNECTION MANHOLE COVER AND FRAME, 2 SCALE: NTS HEAVY DUTY(CAST IRON, FINISHED GRADE NON-ROCKING), SUCH AS SYRACUSE, MODEL NUMBER 1012B ° o ag o ae o o of q9 om OR NEENAH, MODEL NUMBER R1558, ° o oO * °°° HS20-44 LOAD RATING oO"Qoo°oo °Poa o°o CD). °o o o o �. °0 E� �0 ; . o o oo o o CONCRETE BRICK SHIM COURSE(S) AS REQ'D TO ADJUST CONE 8 CP o 8" 30"DIA. 8" WITH NON-SHRINK GROUT 6"SADDLE WITH STAINLESS U�E PRECAST UNITS FINISHED E.STEELEXTENSION (S) OP'NI G � \ STEEL STRAP PER ° OR M.H. BLOCKS. %\ \\/ Q °.\� \�j\�j\ jj�� MANUFACTURERS 45 OR 30 BEND AS REQ D / N RECOMMENDATION, ROMAC �%\� INDUSTRIES, INC. _ /\// \\/\\/\\//\\//\\//\\/ Project No.: 2021001 ECCENTRICz / / CONE %// / �� � \/�� PRECAST CONCRETE SECTIONS Design: DRC SECTION q 4,000 p.s.i.AT 28 DAYS, Drawn: KLT Ch'k'd: DRC EXISTING L SEWER LATERAL AIR-ENTRAINED Date: 2/21/2022 Scale: NTS SEWER MAINIf FOR SANITARY MANHOLE,JOINTS BUTYL SLOPE: 2% MIN. (1/4" PER FOOT) \\/�\\/% �j /j�/j� SEALED-INDUSTRY STD. OR A.O.B.E. Rev: Description: Date: 12" 45' OR 30' BEND RISER j//j//j \\j� OPENING THROUGH PRECAST SECTION AS REQ'D w \\j\\/�\ . �i SECTION, LU /\//• PROVIDED BY MANUFACTURER \\jam 5 Bill 5" CIRCUMFERENTIAL REINFORCEMENT 5'MAX. Q \�/�\j\ 4'-0" I.D. MIN. 0.12 s in. PER LIN. FT. MIN. q /\ PIPE BEDDING AS REQ'D 4000 p.s.i.CONCRETE BENCHWALL FOR /\//\/ SANITARY MANHOLE UNDISTURBED SUB-GRADE /\\/\\/ EXISTING 8" I STI N SEWER PIPE SAWCUT �//j� AND REMOVEE EXISTING PIPE. O \/ //j\/j\/jam/jj,//i/ /\\//\\// °o WATERTIGHT SEAL Drawing Title \ BOTTOM FILL OPENING AROUND PIPE WITH BRICK g 45° SECTION /\\//\\\\/\\/\ \\/\\/\r AND NON-SHRINK MORTAR oo // o.. //\\//\J \/\/\ \/\ 8"POURED CONCRETE SLAB BASE , \jj\�i�Q oo°(o�o 00 ° ° �g o� �TQ�oy �a °�sg ' , 12"CRUSHED STONE, NYSDOT#2 Site Details \%\\%\\%\%/m o U O o: m 'o po8, 00 ° o o%o o�a°o°oo- ///\\/\\ �\�\/ O°oO0o Oo° bJ�T C3"o So 0 0 o 'eoo?Po °:\\�� /\ CONNECTION TO EXISTING SEWER MAIN e° o Sao ��o ° 0°°00 ° ' FOUNDUNDISTARBED TION Planning Board # 22.XXXX FOUNDATION STONE A.O.B.E. 3 SCALE: NTS Approval Approved under authority of a resolution adopted Dra wing No. by the Planning Board of the City of Saratoga Springs. DOGHOUSE CONCRETE MANHOLE Chairperson I L 6 Scale: NTS Date Signed —4. 1