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HomeMy WebLinkAbout20230380 190-194 Grand Final Subdivision Signed MylarsCITY 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. 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 SET UP A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION 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 ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN 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. 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. 11. 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 # 23.0380 j valved a hority of a resolution adopted in o il a City of Saratoga S ri s. 9 9 Y P Chair er on Date Signed /D 43 APPLICANT: Mary Aloy & Gary Quirion 190-194 Grand Avenue Saratoga Springs, NY 12866 SURVEYOR: Thompson & Fleming 12 Lake Avenue Suite 1 Saratoga Springs, NY 12866 PREPARED BY: The LA GROUP C.1 Landscape Architecture & Engineering P.C. Peop(e. Purpose. PCace. www.thelagroup.com P 518/587-8100 F 518/587-0180 www.thelagroup.com 40 Long Alley Saratoga Springs, NY 12866 PROJECT LOCATION MAP 19 SCALE: 1" = 150' ZONING BOARD OF APPEALS NOTICE OF DECISION: CITY OF SARATOGA SPRINGS ZONING BOARD OF APPEALS C.iIY HALL - 474. BRoArwAy W SARATOGA:SPRNGS, NEW Y[:.RK 12966 'NVAY SARATOGA-SPRINGS.ORG ii20220962 Teti THEMATTER OF THE APPEAL OF Mats Aloy &'teary Ouirion 140194 Grand Avenue Saratoga Springs NI N 12866 Cage Simpson, Chair Brad Gallagher, Vice Chair Emily Bergmann Cheryl Crey Matthew Gutch Brendan Dailey John Daley, stlternate. Alice Sm ith, Afaemate frorn the determination of the Building Inspector involving the premises at '190-194 C3rand Avenue in the { r of'Saratoga Springs- New s Y v•t x number tb� fi6-3 < ci c � f ' . � u . aratoga S�p Ss- ev York being tax pared anther o fire A�scssntcnt heap o said City. The applicants having applied for an area variance under the UDO of said City to permit the subdtvisiou of a multi familb residence in a L:R ^ District and public notice having been duly given of a hearing on said application held on October 24 through to December 12,.2021 In consideration of the balance betvveen benefit to the applicant- with detriment to the health,: safety and welfare of the comintutity, l move that the following area variances for the following amounts ufrelief Type of Requirement District Dimensional Requirement Proposed RelieCRequested Lott Min Lot Size. 6600sgft. 4274 sclft. 23220 sgft. (35.2%) Min :Avg Width: 60ft 28fi- 32 ft (53.3%) Cotter Side loft, Oft, I Oft (t 00.0%? ) Permeability 70°?�, 72°ro 2%(19%) Lot. 2 Alin Lot Site. 6600sgft. 3873 sq 3 2727sgft (413%) Min Avg Width: 60fl 26ft. 34 (56.74,10 Permeability 70a¢ 745% 4,5%(6A%) Interior Side 8ft. 0 ft. S (100.0r%) Interior Side 8ft. Oft. S 1100.0%) Min Tot,-,[ Side '-oft. Oft. 20 (100.0%) Page 1 of Type of Requirement conVil District Dimensional Requirement cont'd Proposed Relief Requested Lot 3 Min lot Size: 6600sgft, 4152 sgft, 2448sgft (37,1%) Min Avg Width: 60ft. 27ft: 33ft. (55.0%) Permeability ,0% 74n.n 4% (5.7%8) Interior Side 8ft, Oft. 8ft. (I00.0%") Interior Side 8ft. Oft. 8ft, ('I oo o%) Min Total Side loft. I Oft. 20tt (100.0`r'o Accessot r= to side: sft I 3fr 2 & (40;,o) As per the submitted plans or lesser dimensions, be approved for the following reasons 1, The applicant, have demonstrated this iler)efst cannot be achieved by other means feasible to the applicants. The apPIryn ales eto cotivert andSubdivide a building with ti apartmento iusittastr itrre with 3 individual living units with separate tax parcels. The Board notes this building Currently exists and the desire to subdivide into .4 individual unit, triggers all of the variances, There is no adjacent land available for purchase to alleviate any variances. 2- The applicants have clLmoustrated that granting this vatiauce-will not produce air undesirable change in neighborhood character or detriment to the nearby properties. Per the applicants; there will be no change~ to the external structure tmence there will he no change to the character of die neithhorhood and no deuinient to nearby properties, Per die applicants, the shed on lot I will be repositioned to result in the least arnount of relief possible to allow farthe required park-inu. 3, Although most of the variances listed to the table are subsuutn�d. they are mostly created by subdividing a building into individual living: units.The building* v4ill not;be eapandeditor will the exterior be urodified per this application- The building is pre-exist tig, icon-couf< rruine and any modifications to the structure would. necessitate several variances. 4. The Board foils this variance will not ?lave an adverse physical crt env.iruntnental effect on the nc gltbnrlmorad. The pre-existing, non -conforming external stmcturc will not change so there will not be any changes to the physical or environmental effect of this property. i, I he alleged difficulty is self-created insofar as the applicants desire to subdivide thQ multi-farnily building, but this is not necessarily fatal to the application It is so moved. Dated: December 12, 2022 Adopted by the following votes- AYES- 4 (( Simpson, B. Gallagher, B. Dailey C. 6my) N AYES: 0 Page 2 of 3 19011111111111111 194 Grand Avenue Subdivision Application Saratoga Springs, NY 12866 September 13, 2023 SHEET INDEX: S-1 SITE SURVEY (EXISTING CONDITIONS) S-2 SITE SURVEY PLAT C-1.0 SITE DEMO AND PREPARATION PLAN C-2.0 LAYOUT PLAN C-3.0 UTILITY PLAN C-4.0 DETAILS SHEET STATISTICS TOTAL AREA: TAX MAP PARCEL NUMBER: 0.282 ACRES LAND TO BE SUBDIVIDED INTO (3) LOTS 165.66-3-2 ZONING: UR-2, URBAN RESIDENTIAL This variance shall expire iS months following the filing date of such decision unless the. necessary building permit has been issued and actual construction. begun as per the Unified Development Ordinance. I herebv certify the above to be a full, true and correct copy of a resolution duty adopted by the Zoning Brand of Appeals of the City of Saratoga Springs on the bate above nienlioned, four members of rite Board being present. SIGNATURE. CHAIR DATE Rrcr-_WED BY .ACCOUNTS DEPT, PLANNING BOARD NOTICE OF DECISION: rr:t CITY OF SARATOGA SPRINGS ✓ MARK TORPEY, Chair PLANNING BOARD MARK PINGEL, Vice Chair LI T ODl3 FABOZZ3 ! Hall - 474 Broadway KERRY MAYO Saratoga Springs, New York 12$66 CHUCK MARSHALL Te1:51$-587-3550 fax:518-580- ?480 WILLiAM MCTYGUE www.saratoga-springs.org PATRICIA MORR#50NCitY NOTICE OF DECISION IN THE MATTER OF THE FINAL PLAT SUBDIVISION .APPLICATION #20230380 OF MARY ALOY & GARY QUIRiON 190- 194 GRAND AVENUE SARATOGA SPRINGS, IVY 12866 Involving the premises with "fax Parcel ID# 165.66-3-2, in the City of Saratoga Springs, on an application for final plat review of a proposed three -tot subdivision within the Urban Residential ._ 2 (UR-2) District with the Planning Board who met on July 27 2023 and made the following decision b 5-0 vote (ayes: Tare Pin el Marshall J Y � g Y (Y PY� Ping el, Morrison): In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA short Environmental Assessment Form Parts I and 11, made a motion to issue a Negative SEQRA Declaration on December 8, 2022: And, in accordance with the purpose and objectives set forth in the City's Unified Development Ordinance Article 14 "Subdivision Approval", the Planning Board issued the following decision on July 27, 2023: 2 Approve final subdivision plat (dated May 2S, 2023) with the following conditions: 1. Any proposed material change to the exterior appearance of the structure that affects the historic character shall require Planning Board review and approval including: c Addition or removal of exterior architectural features. o Installation, removal, or change of materials on exterior building elements including but not limited to roof, siding, windows, doors, porches, and the like. o Ordinary maintenance or repair is exempt from review, 2. Satisfaction of all technical comments and final plans by City Engineer's Office/DPW. 3. Satisfaction of sanitary sewer easement language by City's legal counsel. 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 one (I't 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. Pagc 3 of 3 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. September 1. 2023 \J'I "-7 Date filed with Accounts Dept, Chair W Q Location Map GRAND CP 0 72.3 50.00 AVENUE 8" SANITARY SEWER SA SA SA SASA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA_ 3 . SA -SA -SA -SA -SA SAN.MH SAN6MH9 RI RIM=32.6(COULD NOT OPEN LID)J0 INV.W.=321.0 INV.E.=318.9 Grand 50 50 STREET OAK 50 50 72 51.2 53 Ln1 Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyors Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. 25 ' 25 3 4" WATER MAIN w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 3 3 CONC. CURB COBRA WATER STREET 3 LIGHT SHUTOFF VALVE - CONC. SIDEWALK OD GAS VALVE 1/2-IR. 3 31.0 ❑ STEPS ' _ 582 41 '23"E_ STEPS \ _ 82.00' STEPS _ o I PORCH r 25. 00' 0.9' 1.1' F -31. 57' -11 0.9 ,� -25. 43'� 0.9 12.4 3 0.9 1 WOOD PORCH II re 3 J WOOD PORCH L _ J WOOD PORCH - - 10.3' f, GATE 1 I1 1/4" METAL I I I IWATER SERVICE II I I I pNj I w D) I w II I 3 I Lot 1 "'; J Lot 2 J Lot 3 'I I 4, 274 s. f. or o 3 3, 873 s. f. or o 4,152 s. f. or I I II ;tor ^I;)o'- I I 1 0.098 ac. I ,� a: 0.089 ac. N a- 0.095 ac. 1 3 I 194 Grand Ave. Q z 1-- a 192 Grand Ave. z < 190 Grand Ave. 'I �I � ZQ ZQ I >I af 0 2 STORY BRICK BUILDING � CY 1,0.o' I wi = 3 Ibi Uj ( I J W I J W 3Q 11 I o N36'14'04"W I _j" 11 EASEMENT #3 1 5' 49, ' EASEMENT #4 i w I IN FAVOR OF IN FAVOR OF I) 3 I ( THE 2 LOTF2 AT S54 58'04 "VV LOT 2 AT 3= ' SEE EASEMENT NOTE 3 5.59 THE EAS2NDEMENT FLOOR 1 # SEE EASEMENT NOTE #4 II I I S36 *14'04 "E N54 58'04 "E I 5.49' BILCO 5• 59 ' 3 I 11 WOOD PORCH ( DOOR (5)ELEC. METERS �I ' I - - - II EASEMENT #1 I (SEE EASEMENT 3 I STEPS NOTE #1) I' Zo Q ' I _ __ J� __ _ Map Legend 3 0.5'r BILCO a CONC. PATIO Z o BILCO [F- RIM=324.50 5/8" steel rod set with a tag _ I (DOOR 24.2A�� wDOORWOOD PORCH 1 INNV.N=316.5 1 WOOD PORCH o- 4,50'46"� 1-- I o marker found, labeled INV.S=316.4 I I I Of .0 - of w - J 0 utility pole w S07'30'41 "W 10.42' STEPS Q -overhead wires \ STEPS - � EAVES S86'58'54"E I' z ALONG EASEMENT I I ^ (�•) 29.56' o o wood fence IQ 3 I N08'04'37"E 10.04' ; Z �" �a Ae I V O \ ALONG EASEMENT I rs5l ,33 W f I O PROPOSED Z. I O N86'58'54"W 25.26' I I N Q�O SANITARY LATERAL EASEMENT COBRA STREET LIGHT °° 3 LO i �/ J U7 W Q J U Zo U I N r� 1 o �/ i CO l � w 0 ZO I � U O Z 11 Z 1 U ' I CONC. PAD O U FOR GENERATOR II CONC. WALK 0, Ld w Z 0 N08'04'37"E 11.02' / a ALONG EASEMENT ILO rn O � 2 J, �,� 1 7. 1 -584'22'10"E 82.07'-/- CO N �NI d i �N I� o K �z EASEMENT #2 RECIPROCAL CROSS -LOT EASEMENT IFOR INGRESS & EGRESS SEE -EASEMENT NOTE ' #2 ASPHALT & [ONCRETE PARKING LOT CONC. Z PAVERS Uj w V) a w 0 Z O J Q 0 1 N81'30'45"W 14.06' 0.1 I M N 1 1 EAVES ALONG EASEMENT SHED M (NOT INCLUDED CONCRETE PAVING STONE I IN EASEMENT) �67.77' ALONG EASEMENT 1 ► 00 I 30.28' - - _ 28.07' 0.3� o.o' -23.65'- I WOOD FENCE ON TOP OF N8241'23"W 82.00' - WOOD RET. WALL AT EDGE OF 1/2-IR. PARKING LOT U 0-HOUSE n/f Saratoga Apartment Living, LLC Inst. #2013004501 SUBDIVISION PLAN SCALE: 1 " = 10' Deed Reference. Mary Aloy and Gary Quirion Inst. #2016033402 N w O O O Z O� O N � L N Q Map Reference. - "Map of Land in Saratoga Springs Belonging to John A. Waterbury" dated Dec. 10, 1855 filed in the Saratoga County Clerk's Office as Map HH-23. Easements: 1. Access easement across Lot 2 in favor of Lots 1 and 3 for access to the electrical boxes for service, maintenance, repairs or replacement. 2. Cross -lot reciprocal easements for ingress and egress across Lots 1, 2 and 3. 3. Access easement in favor of Lot 2 to a portion of Lot 1 at the second floor level. 4. Access easement in favor of Lot 2 to a portion of 3 at the second floor level. 5. Sanitary lateral easement across Lots 1 & 2 in favor of Lots 2 & 3. Approved d r authority of a resolution adopted L' -' by the Planning Bo o C'ty of Saratoga S72,Z . /0 Chairperson D e igned PB #23.0380 C Z .0 CY U C >1 SZ O O Q o .0) ! ^ v II O� p >11 / /3 V! O O Q O (3) co O c0 L 04 u7 �3 U ao � r % X 0 FYI > LL ® a Z ®A a =3 C' L a� a gR � N C N r r OF N_p�/ M. Ty % 0 O 0) o Z �O 49623 LAND 8/30/23 SAN. EASEMENT DATE DESCRIPTION REVISIONS DATE: March 23, 2022 JOB NO.: S22-111.24 TAX MAP: 165.66-3-2 SCALE: 1" = 10' 5 0 5 10 S22-111.24 P:\A\Aloy & Quirion, 190-194 Grand Ave S22-111\S22-111 Aloy & Quirion SUBDIVSION.dwg P:\A\Aloy & Quirion, 190-194 Grand Ave S22-111\S22-111 Aloy & Quirion EXISTING CONDITIONS PLAN.dwg SAWCUT AND REMOVE PAVEMENT FOR UTILITY I CONNECTION, TYP. 8" SA` ; "ARY SEWER E'i ____....... ............----- , SA —SA --SA _ „ ., A " - .:A �A �--'— .�A -- — __...._....,a :.................._...... �A._............._..._ . 5A-_._._......_....._....- SA..............................:>R---._........ , ............_._ _.� :>;.._._._.�.. yR _ _._..._...__,.._, tp ___-___.._._........ r ._...__.___..__..__ c,.�,..._...._.........__..._.. ..__.�._....___. c ...------_._'- c ______......_____ ' _..__.......__.._..._ � .__. c _......._._ ... .. S . SA _A ,..�i SA ,,A .,A SA �A SANAH,r\\ Rid"-':ar.E;.S.. o \ \.���. \ It , \�\. � :Np�Vi:iN,=32. t \ a o o \. i(;wi_ NOT OE't:.; fstl Y.e:.=.'if \\mo•O� \\\\\\�\voo� .a\ ,! �v.° \..�Y\` a. I ..._--- -- _�........ _.__._.._....._.._ "ER MAIN I NaNEI NUT ! TC:326,32 TC; 325,95 FC:325.7" 7C Er:325.783C:325,68 T5 BC:32;5,31 CONC, CURB RC COBRA ..a ................ ....._........................_ _..-----.�_ _ _ __..._._<_.._'___----..... - _..._ ______._._.._______....._.-..__.,,..,._......._.._'-._----_,.__------------.__...-------- - ._...__----_.._----------_..._ � ._._.___ ___.__...._.___..__..... .... ,- .._ -- 21 F.M, L /-._ I STREET,- r �....,.,. _a.: �-e'iC€:.� _ i L. J y !Vi �j». t ,F{ 6 Y %I ._ „�:: � ;2f.4i? .. , 1 \ CONC , lDE. A L K 3 € TC::261 { s n:'v 1 t" r r S --..-.:-, , ,,2-3 . 5, .., .. --------------- L _ : I PROPERTY LINE _.... .s i ;-j rx < i i J EL:4e` .®.,. r2 �,. _ 0. ----------' } i U. i , - __......._.._._..._ .. _ _... — .. -- 9 1=, 32r,�+v 2,4 s g#, I •;:,><, YOOD PORCH � i P CH ' ! WOOD ?€;t`H i '' ui f ......... ..__roc... i _ ....._ ' ;` ..._............_.... ....._. \' 3 : -y` . i f i i ^, ~\ ICE—.)28. ESE:.=�:'.F).x`:•u ...��.$5.�,.. i 1 4" 1�>_ T Ai_ I' � {, 4 ER, CE i I 1 I E k is i cif: 325A i f > s I i II l ' j EXISTING SANITARY E � LATERAL TO REMAIN 'If- 1 I SAWCUT AND REMOVE PAVEMENT FOR UTILITY ! i J EXISTING SANITARY a : Ct, CONNECTIONS' E I LATERAL TO BE CUT AND x + F._. ........ ._..... _. _t----..._.„ } ABANDONED -• 1 i _` __.. f; IPf C �_ r�., rn : } �,.-' i � a � i :^. ; ; / I i •„i , (:CiU(,. i',�"e t=i? 7 I _. sP� .. 3....... ... ,. . I?ilt�,-3Ltr..,i, :. �\ � i t} � . + ` PORCH 1 s I (?t.C. l;t f; ..; si i Cif:, :tr TT �P h�r.S-31F, I �z4,3 ` __I s I i ................. IE ij Z • yJ T 1 `� \ ,299 S.F. or 1 82 AC. \ 1 irvw =15_e �` S IL t•t { I i } t ltl i€ \) -.) IE _ i:�> �1.��: c l I I EXIS FIN AI�ITARY OWNER TO SALVAGE i \ v j t' PAVERS AND RESTORE TO LATE RAL TO BE CUT AND ORIGINAL CONDITIONS REM VED IE ` _ EXISTING PAVEMENT TO BE \� FOR 'ENERKTOI,, REMOVED 67 Q71 REMOVE EXISTING PAVERS ROUND BASE : OF TREE : r. r E SAWCUT TO REMOVE I€ 1 , •o��v�svWWON,� i u ii ii PAVEMENT OBLITERATE PAVEMENT \ io EXISTING PAVERS TO I 3 :.. REMAIN 7;. MARKINGS, TYP: CONC. EXISTING SANITARY ..:,'E ,TERAL AND CONNECTION ' I �C:32„ 1 1 PAVERS �• I ASPHALT & CONCRETE PARKING LOT TO THE MAIN TO REMAIN I I �ti a i{ , .... ._. SOT - 3 i , 7 - EXISTING ASPHALT PAVEMENT TO REMAIN 1 } , i EXISTING SHED TO BE REMOVED j i EAVES i _ — x 22, E s . i I r:31u. : !, m CONCRETE I I : PAVING STONE I P>C:31:9.2l E :TREE" r ` i UGH: � } }} PROPERTY i •`<` sl:. ` i j'----..... ___...... 1 I i 1 i( wi HOUSE s o ,o r \ � Lf o !y t`1 'i.e ,� t, � �`-. r'; t� r t •Yl , � L '._ fr, _�, i, 10 5 0 2 4 6 810 Scale: 1" = 10' GENERAL NOTES 1. EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED 2/23/2023 AS PREPARED BY THOMPSON & FLEMING LAND SURVEYORS. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECT SURVEY. 2. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 3, THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES FOOTINGS ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS AND BENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED. 6. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC. CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE. 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED, CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITS THAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 8. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION MUST BE APPROVED AND SHALL BE RECORDED BY THE CONTRACTOR ON "AS -BUILT DRAWINGS," AS SPECIFIED. 9. 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. 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, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION. 13. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 14. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITE SHALL NOT BE IMPEDED. SITE PREPARATION NOTES 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4, THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. LEGEND PROPERTY LINE EXISTING WATER EXISTING ELECTRIC EXISTING SANITARY ASPHALT PAVEMENT REMOVAL REMOVALS EXISTING CONCRETE PAVERS TO REMAIN EXISTING ASPHALT PAVEMENT TO REMAIN PROTECTION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. REMOVALS NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, 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. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. 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. 5. 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. TRAFFIC CONTROL 1. SUBMIT TRAFFIC CONTROL PLAN TO THE CITY OF SARATOGA SPRINGS. PROVIDE TRAFFIC CONTROL DURING WORK IN THE RIGHT-OF-WAY AND OBTAIN ALL RELEVANT PERMITS APPLICATIONS AS NECESSARY (IE. ROAD CLOSURE PERMIT). Planning Board # 23.0380 Approval A r ve u thority of a resolution adop nin �ar¢�#Zthe Cyty of Saratoga Spr' gs. ! �� f h.,l'rnc+Ycnn Date Signed C1 The LA GROUP Landscape Architecture P @ Engineering P.C. 9 9 People. 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 2023 Prepared for - Mary Aloy & Gary Quirion 190-194 Grand Ave. Saratoga Springs, NY 12866 Project Title: 190-194 Grand Avenue Subdivision 190-194 Grand Ave. Saratoga Springs, NY 12866 r B. m h 9133`� AR�FESSIONP Project No.: 2022051 Design: DRC Drawn: KLT Ch'k'd: DRC Date: 5/25/2023 Scale: 1"=10' Drawing Title Demo Plan Drawing No. C - 1 . 0 UJ N w ry U) Z Q Iliq- o �� DECORATIVE 2 STREET LIGHT C4.0 ER EXISTING ASPHALT PAVEMENT TO REMAIN ►ND AVENUE PAVEMENT KEY 3 C-4.0 ASPHALT 4 PAVEMENT C-4.0 )� 20 MPL, f 12; PL. a 12 ` I:s'..... W.+t (D _14"MPL.-- .. _ .- Iv._.._....__ _. E 3 OWNER TO SALVAGE A...,... i _.t.,...,.�+,n,w.:....:..- : -irc jpogc�perl �. I V ,-01 /2"I ._ ....... .--... LAYOUT NOTES 1. ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 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. RESTORATION NOTE 1. CONTRACTOR TO TOPSOIL AND SEED ALL DISTURBED AREAS ON SITE THAT ARE NOT HARDSCAPE. PLANTING SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT TREES AC 1 Amelanchier cenedensis Serviceberry 2 2" CAL B&B ER 2 Cercis canadensis Eastern Redbud 21" CAL B&B E\ i i EXISTING TREE TO REMAIN, PROTECT DURING CONSTRUCTION -NEW STRIPING, TYP. SHOWN FOR REFERENCE ONLY; SPACE IS AVAILABLE FOR TURNING MOVEMENTS E ti EXISTING PAVERS TO REMAIN EXISTING ASPHALT PAVEMENT TO REMAIN I. f 1 2"ia 10 5 0 2 4 6 810 Scale: 1" = 10' LEGEND - - PROPERTY LINE + TREE �� I'm& WNW, \A\ �Mw LIMIT OF DISTURBANCE (0.60 AC) PROPOSED LIGHT CONCRETE PAVING DIMO° IS '11 e ASPHALT PAVING EXISTING CONCRETE PAVERS TO REMAIN EXISTING ASPHALT PAVEMENT TO REMAIN PROPERTIES WITHIN 300 FEET PARCEL NUMBER LOCATION OWNER NAME LOT SIZE (ACRES) 165,65-2-14 115 WALNUT ST SMITH, GREGG 0.13 165.65-2-22 211 GRAND AVE WILLETTE, GARY P 0.16 165.65-2-23 209 GRAND AVE BALZER, RYAN E 0.16 165.65-2-24 205 GRAND AVE KIRCHHERR, JONATHAN W 0.22 165.65-2-25 109 WALNUT ST PENZER, JOHN STEVEN 0.1 165,65-2-26 107 WALNUT ST CORSALE, BARBARA A 0.14 165.65-2-27 197 GRAND AVE DAVIS, CHRISTOPHER 0.22 165.65-2-28 196 GRAND AVE VILLIERE, GINA C 0.11 165.65-2-29 200 GRAND AVE FREER, JOHN J 0.17 165.65-2-30 81 WALNUT ST SALMON, PETER H 0.06 165.65-2-31 79 WALNUT ST DORSEY, JAMES 0.12 165.65-2-32 77 WALNUT ST BEEBE, CAROLYN E 0.1 165.65-2-33 87 OAK ST JIN, EU J 0.11 165.65-2-34 91 OAK ST MONACO, J 0.17 165.65-2-35 208 GRAND AVE SARATOGA APARTMENT LIVING, LLC 0.46 165.65-2-36 95 OAK ST BROPHY, JAMES H 0.33 165.65-2-37 218 GRAND AVE WOODCOCK, LAUREN E 0.2 165.65-2-47 200 WASHINGTON ST FINIGAN, MICHAEL S 0.25 165.66-1-26 167 GRAND AVE MCCARTHY, EDWARD 0.11 165.66-1-31 171 GRAND AVE SADIEBUG LLC 0.15 165.66-1-32 175 GRAND AVE HALLACK, RENEE 0.15 165.66-1-33 174 WASHINGTON ST MILTON, ALEXANDER K 0.23 165.66-1-34 176 WASHINGTON ST EASTER, DALE 0.12 165.66-1-35 179 GRAND AVE RIGANO, BOURNE 0.15 165.66-1-36 183 GRAND AVE SPANO, ELISABETH 0.15 165.66-1-37 178 WASHINGTON ST FRANDINO, SAMUEL J 0.18 165.66-1-38 182 WASHINGTON ST BELANGER, MICHAEL C 0.15 165.66-1-39 187 GRAND AVE MARGONO, FRANZ 0.23 165.66-1-40 191 GRAND AVE CAUDELL, TERENCE 0.2 165.66-1-41 104 WALNUT ST PIESNIKOWSKI, MICHAEL C 0.1 165.66-1-42 186 WASHINGTON ST WILDY, WARREN G 0.1 165.66-1-43 188 WASHINGTON ST MEROLA, MICHELLE L 0.1 165.66-3-2 190-194 GRAND AVE ALOY, MARY 0.28 165,66-3-33 205 ELM ST 205 ELM STREET LLC 0.13 165.66-3-4 186 GRAND AVE FISCHER, TARA 0.17 165.66-3-40 53 OAK ST KOZIK, KURT ALLEN 0.11 165.66-3-41 57 OAK ST LESTER, CHARLES G 0.17 165.66-3-42 54 OAK ST NORFORD, BENJAMIN BLEICHER 0.21 165.66-3-43 60 OAK ST FARRELL, THOMAS J 0.17 165.66-3-44 59 OAK ST CHRISTOPHER, THOMAS E 0.17 165.66-3-46 62 OAK ST PIETRUCCIA, VICTOR F 0.09 165.66-3-47 64 OAK ST JWR PROPERTY MANAGEMENT LLC 0.09 165.66-3-49 69 OAK ST NOEKER, DANIEL A 0.17 165.66-3-5 182 GRAND AVE MALONE, JUANITA R 0.17 165.66-3-50 68 OAK ST CHRISTOPHER, MARY E 0.17 165.66-3-51.1 OAK ST REAR GRANT, THOMAS 0.09 165.66-3-51.2 70 OAK ST MENA, ALEXANDER E 0.09 165.66-3-52 54 WALNUT ST GRANT, THOMAS 0.12 165.66-3-53 74 OAK ST LANCASTER, ANDREW 0.12 165.66-3-54 74 WALNUT ST WALTER SCHMITT, PROPERTIES LLC 0.11 165.66-3-55 78 WALNUT ST SARATOGA APARTMENT LIVING LLC 0.11 165.66-3-56 80 WALNUT ST SARATOGA APARTMENT LIVING LLC 0.11 165.66-3-57 65 OAK ST LITTLE, BARBARA L 0.27 165.66-3-6 178 GRAND AVE NIXON, JOSHUA KENNETH 0.18 165.66-3-7 174 GRAND AVE ZAGER, JOSHUA M 0.18 165.66-3-8 170 GRAND AVE NASS, JEREMY 0.17 165.66-3-9 166 GRAND AVE JASTRZAB, JULITA 0.17 165.73-2-13 OAK ST QUINN, SHEILA F 0.17 165.73-2-15 86 OAK ST QUINN, SHEILA F 0.17 165.73-2-16 84 OAK ST PITMAN, ROBERT 0.17 165.73-2-17 67 WALNUT ST BIRDSALL, MAX 0.17 i co I M W Ln ID I u, i 1 _ 65-2- 5 � 0 n I 40 I' 45 ymy� 150 0 50 100 150 Scale: 1" = 150' Planning Board # 23.03 80 Approval rove�dd er authority of a resolution ado p L P nni the City of Saratoga Spr ngs. Ch irp rson Date Signed 0 The LA GROUP Landscape Architecture & Engineering P.C. PeopCe. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2023 Prepared for, Mary Aloy& Gary Quirion 190-194 Grand Ave. Saratoga Springs, NY 12866 Project Title: 190-194 Grand Avenue Subdivision 190-194 Grand Ave. Saratoga Springs, NY 12866 ®F NE1"/ 0 ` lj r tiJ i ci b9103 ®aRoFe S%ON �. Project No.: 2022051 Design: DRC Drawn: KLT ChVd: DRC Date: 5/25/2023 Scale: 1"=10' Drawing Title Layout Plan Drawing No. C-2.0 A SA SA SA n SA SA SAS SA SA- SA,N WATER 8 Rl M = 32 6,3g .. r CONTRACTOR TO BORE CONNECTION C-4.0 ;INv.NV,W,= 321,O BENEATH SIDEWALK AND AND WSO CURBING TO INSTALL WATER LATERAL, TYP. 3 F." SANITARY SEvVER SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA L GRAND AVENUE WATER 8 (C01 ...; ,!,. CONNECTION C-4,0 AND WSO _W_W W W W W W W W W0 3 EXISTING 4" WATER MAIN CO-------- f: V �`:'� � F,.-..ter....__._. S RB i -' 3 LIGHT f j �t it 3 it' €1 w 3 v! F_ ID 3 I Z i iI < 3 is I �E lI CONNECT EXISTING LATERAL I I I FROM 192 GRAND AVENUE TO NEW 4" PVC SANITARY LINE I I i � I NEW 6" PVC SANITARY LINES ; CONTRACTOR TO BORE BENEATH SIDEWALK AND CURBING TO INSTALL SANITARY SEWER LATERALS, L -W-W N W W W W W W W W W W W CONC CURB _.._ !`_._...._ ...------------...__.._.._.................._j. _-..._..------........._...._......_._......._..._..._..._---- _ _71^- ...._._...... 3 WATER i 2g Mriu.--------------- !-•.) 1111 TOFF Pz -4 . .. ........ I I r i / C0NC, SIDEWALK h S E :. r t..1�r. ; zE,,.J 1 / .___.................... - .., _ _ y _.. :. �....._.... U : i •T��ilt+ i�ivi" f• f:,v`. `� ! WIEJ:�IyC �'? 1J : '•`'' 1: ,• EXISTING LATERALTO REMAIN 1f, AND SERVICE 192 GRAND '!4" her:."AL d WAITR SERVICE AVENUE. 4`1 j _- 194 GRAND 192 GRAND 190 GRAND 1 AVENUE AVENUE AVENUE i BIL I I: II I I? CO : .krOOR' _C'. C._WOnv JORr Z N I I y I 4 ----rp,_.. ✓•� 'ill � 3 STEPS :-::i t d SAN.MI{. I� M 324,50 3 1 I _..... -€--- ------ f CONC, r'F �'^v 1? a $ Na 1....> r d#i: X.... _..I''ry IN " WOOD [i rOu, ! I • •' ��vtl[� 7*!Rl'v.. f b l� :!L a.a .. ,>Q -- ----- ------------------------ ._._.__._.._....._..� i j... _ - _.._ 3 -y- -i SPA I r ti CONNECTION 1+ ........ EAVFS TO SANITARY C-3.0 SEWER MAIN \ m, . isµ-� ,. 1 a =H ,• ! f- t•i i.E�•\ ri EXISTING 8" SANITARY MAIN EXISTING SANITARY CONNECTION FOR 190, 192, 194 GRAND AVENUE. APPLICANT PROPOSING RETAINING THIS CONNECTION FOR 190 GRAND AVENUE. 10 5 0 2 4 6 810 Scale: 1" = 10' }UJ 4" SANITARY LATERAL \ I 1 4~ it FROM 190 GRAND _ I j I' I _ t AVENUE TO REMAIN LEGEND — — PROPERTY LINE \�\\ LIMIT OF DISTURBANCE 310 EXISTING MAJOR CONTOUR -- 312 - - EXISTING MINOR CONTOUR 'O'LJ'SE W PROPOSED WATER LINE SAN PROPOSED SANITARY LINE _......_.._.__- caa#4 ........._................. SAN ........-...._. _. EXISTING SANITARY LINE EXISTING WATER LINE EXISTING OVERHEAD UTILITY 8" SADDLE WITH STAINLESS STEEL STRAP PER MANUFACTURERS RECOMMENDATION, ROMAC INDUSTRIES, INC. EXISTING SEWER MAIN 450 OR 300 BEND AS REQ'D GRADING NOTES: 1. EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 2/23/2023 PERFORMED BY THOMPSON & FLEMING LAND SURVEYORS. 2. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION, ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 3. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. 4. ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 5. WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 6. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND, CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 7. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 8. SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 9. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 10. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 11. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE, 12. THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 13. IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED, UTILITY NOTES 1, THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (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. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE, ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 6. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 7. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 8. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. 450 OR 30' BEND AS REQ'D ` SEWER LATERAL SLOPE: 2% MIN. (1/4" PER FOOT) i PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE CONNECTION TO EXISTING SEWER MAIN SCALE:NTS Planning Board # 23.03 80 Approval d r uthority of a resolution adop L 77 ov �in gAyd-7the City of Saratoga Sp rags. Chair er on Date Signed Z a L 3 C1 The LA GROUP Landscape Architecture & Engineering P.C. Peop%. Purpose. PCace. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2023 Prepared for. Mary Aloy & Gary Quirion 190-194 Grand Ave. Saratoga Springs, NY 12866 Project Title.- 190-194 Grand Avenue Subdivision 190-194 Grand Ave. Saratoga Springs, NY 12866 Of NEt:j E Y i ti W n 0913 ��FESS►ON� , Project No.: 2022051 Design: DRC Drawn: KLT Ch'k'd: DRC Date: 5/25/2023 Scale: Y=10' Rev: Description: Date: Drawing Title Utility Plan Drawing No. C-3.0 EN � OFF Lp,D USE SILT SACK UNDER GRATE TO CONTROL SEDIMENT RUNOFF. SACK SHALL BE MAINTIANED AND CLEANED ON A REGULAR BASIS (SEE NOTE) NOTE: 1. SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENT, 2. GRATE SILT SACK SHALL ONLY BE USED FOR IN -PAVEMENT STRUCTURES ONLY DURING AND AFTER INSTALLATION OF PAVEMENT. INLET PROTECTION - FINISHED PAVED AREAS 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 SYN 121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. 17" DIA. BASE, 12" DIA BOLT CIRCLE, DIAMOND PATTERN, FOURx 18" ANCHOR BOLTS SCALE:NTS CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET SIDE) 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS, 6063-T6 STRUCTURAL GRADE ALUMINUM POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH ACCESS DOOR CATALOG NUMBER: PT-D650S RLE D-5T-4AR22T5- M DL03-A-P E C/4214T4/B K 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD. 4" CHAMFER ' FINISHED GRADE Z ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S `N RECOMMENDATION Z '---2" PVC SCHEDULE 40 NO DIRECT BURIAL 9 GROUND ROD PER N.E.C. _71 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD 20" PROCTOR DECORATIVE STREET LIGHT DETAIL PROPOSED PAVING EXISTING PAVING 12" (MIN.) KEYED PAVEMENT TO BE FLUSH WITH TOP COURSE BINDER COURSE EXISTING PAVEMENT TO REMAIN 142" MINIMUM DEEP KEY INTO EXISTING PAVEMENT r COMPACTED BASE MATERIAL COMPACTED SUBGRADE PAVEMENT KEY TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A„ 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 107-0102 DILUTED 31NDER COURSE - NYSDOT ITEM 102.198902 - 19179 H.M.A., 80 SERIES COMPACTION PG 31NDER (LIQUID ASPHALT) 3RADE SHALL BE PG-64-22 'OMPACTED GRAVEL - VYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR —SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT SCALE.NTS SCALE:NTS NOTES: 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING, 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. PAVEMENT TOP BINDER GRAVEL TYPE COURSE COURSE COURSE STANDARD 1-1/2" 3" 12" ROADWAY SCALE:NTS Z 2 0 In FINISHED GRADE Z_ 00 FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER OR STORM SEWER NOTE: * SEE 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 MAIN- TAINED, 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 WATERTIGHTNESS PRIOR TO BACKFILLING. UTILITY CROSSING DETAIL 8" SAW -CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS MIN EXIST. PVMT. SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT, KEY PRIOR TO PLACEMENT OF NEW PVMT. JT. LAWN RESTORATION PVMT. RESTORATION TOPSOIL &SEED AS SPECIFIED NEW. PVMT, SEE DETAIL 00 1 � w 1. SUBBASE MAT L.; Q w REFER TO NEW PVMT. DETAIL ww a O O BURIED METALLIC LU z z IDENTIFICATION Q WARNING TAPE cn C°04 z; FINAL TRENCH BACKFILL (SEE NOTE) Of > o �' PIPE ZONE BACKFILL a QI PIPE ZONE BEDDING o� MAT'L z PIPE O.D. + 24" ol `D MIN. PIPE TRENCH SECTION REMOVE EXISTS DO P ROOT CR SCALE:NTS ITEM DEPTH MATERIAL METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. CRUSHED STONE MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. CRUSHED STONE MECHANICAL COVER COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE MECHANICAL COMPACTION 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 STRUCTURAL FILL. MIN. MOD. PROCTOR DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE STRUCTURAL FILL. 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. SCALE:NTS NOTES: FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS) BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES. ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA. TOTAL QUANTITY SPACING mvLUn .J WInn -- € N STAKES 2"-2 1/2" DIA. OR SQ, 8' LONG FINISH GRADE N USE 3 STAKES FOR OVER 2" CAL. f 2 STAKES-- 2" CAL. & UNDER REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER MAN—MADE MATERIAL FROM THE ROOT BALL. THE WIRE BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE THE ROOT BALL. THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE ROOT —BALL WHERE PRACTICAL OR MIN OF 2X THE UNDISTURBED SUBGRADE ROOT —BALL DIAMETER. TREE PLANTING DETAIL TREE PLANTING SCALE:NTS ROADWAY NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. 3/4" COPPER TUBING (TYPE K) CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" CURB TREE BELT SEE NOTE 0. 7 77— I \ \\ Z 0 zo Z 0 EXISTING WATER MAIN TYPICAL WATER SERVICE CONNECTION FINISHED GRADE SIDEWALK CURB BOX; MUELLER 5'-6"± MODEL H-10314 (IN TURF) MODEL H-10334 (IN CONCRETE WALK) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) CURB STOP; MUELLER ORISEAL MODEL H-15209 COMPRESSION, MODEL H-15219 (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 3/4" MIN, SIZE TYPE K COPPER PIPE SOLID CONC. BEARING BLOCK OR C.I. FOOT Planning Board # 23.0380 Agoroval �jjdP) (/;-h ority of a resolution adoptedLnni the Ci y of Saratoga Spr ngs. Ch Irp rso Date Signed d IL SCALE.NTS 0 The LA GROUP Landscape Architecture & Engineering P C. People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Cc the LA Group 2023 Prepared for, Mary Aloy& Gary Quirion 190-194 Grand Ave. Saratoga Springs, NY 12866 Project Title: 190-194 Grand Avenue Subdivision 190-194 Grand Ave. Saratoga Springs, NY 12866 of: NFiA B, 04 — O ' � G ;o 09133`0 v �FES SI O�;,P Project No.: 2022051 Design: DRC Drawn: KLT Ch'k'd: DRC Date: 5/25/2023 Scale: NITS Rev: Description: Date: Drawing Title Site Details Drawing No. C-4.0