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HomeMy WebLinkAbout20180788 Grand Ave Subdivision 485 Grand Ave Plans As-Approved29 r .330 ,► PROJECT SITE ■ , i • r • I Jim so # r s # # i ' # \ee r 1 1 PROJECT LOCATION MAP: IR SCALE: N.T.S. SCALE: N.T.S. : l ! r .... ,•IMP Grand Avenue Subdivision Minor Subdivison Application 485 Grand Avenue Saratoga Springs, New York August 16, 2018 Rp.vi.qPA ]Hnp. fin_ PmA SITE STATISTICS SHEET INDEX: ' PROPOSED USE: SINGLE FAMILY RESIDENTIAL TOTAL AREA: 2.31 ± ACRES TAX MAP PARCEL NUMBER(S): 164.20-2-60 ZONING: SR-2, SUBURBAN RESIDENTIAL ZONING - SR-2 REQUIREMENTS MIN. LOT SIZE (SF): 20,000 SF MIN. AVERAGE WIDTH (FT): 100 FT MAX. BUILDING COVERAGE: PRINCIPAL BUILDING: 25% ACCESSORY BUILDING: 8% MIN. YARD SETBACK (FT): FRONT: 30 FT REAR: 30 FT SIDE: EACH SIDE: 12 FT TOTAL SIDE: 30 FT PRINCIPAL BUILDING: MAX HEIGHT (FT): 35 FT MIN. DISTANCE TO ACCESSORY BUILDING (FT): PRINCIPAL BUILDING: 5 FT FRONT LOT LONE: 30 FT SIDE LOT LINE: 5 FT REAR LOT LINE: 5 FT MIN. % TO REMAIN PERMEABLE: 30% CITY OF SAR,ATOGA SPRINGS MARK TORFEY, Chair a PLANNING BOARD )AMIN TOTING. Vice Child ROBERT F. BRISTGL City HaII - 474 Broadway Cr iFFORD VAN YVA NER fi Saratoga Springs, New York 12866 ?Are ET CASEY P."" lei; 516-587-355t3 fax: 5 €' TODD FABd.3ZZI Y vww, ar tcega- pr3rags:txg RUTH 1-ORTON AMY RYAiai, + ternate NOTICE Of DECIS10,N In the: matter of the final subdivision appli€:ati€rn #1 .04 of Grand Avenue Subdivision 48i Grand Avenue Saratoga Springs, NY 12866 tnv€afving the premises with Tax Parcel tD# 1 b420 2-till, in the C:it-, a;9 riiigs: pan an application for a four- lot final residential subdivision within the Suburban Rcsi c �,sit-a) District with the Planning Board who alert on 0,ctober 4, 201 g and made the following dey% toft(s) with a 6-0 vote tln favor Torpey, T€;tino, Horton Casey, Fabozzi, Ran)- I, In accordance with SI::,QR,, rcgulati€rns taN CR.R. Part 617 and after review and evaluation of'the 4F-:QR,,,k short Environmental A,,sscsstnernt Form farts I and It, made a motion to appr€,, ve the issuance ot'a SFO, RA Negative: Declaration ofenvironmental significarrc . Identification, marking and pros --ation ofmature. tr"s along the froth €3fthe property. Proposed street light to be repositioned so it does not impact the neighbor aura m, the street. 4. Preservation of a 30-f6nt no -cut puffer at the rear ofthe prope its shall be provided with final signage details to be approved by the Chair via Administrative Action (see "C'ansiervation .Area. and No Cut ttufferP10lic3 http.`.rv°vv .saratespz sprint s.c1r !eic�cutttcntt nttr.'vic°e 8525). Sidewalks and curbing to be installed consisicat with City design standards and subject to city Engineer's approval, The applicant is required to c niplete the following a, per that. City oat' karat agu Springs Subdivision Regulations: • Submit a fec its Nett of recreation of $2.000 flan each new residential lot per Appendix A €7t the Subdivision Regulations, • Submit two (2) mylar and two (2) paper copies oaf the final approved suldivision at for signature by the Planning Board Chair, • Fiie the signed final subdivision plat with the Saratoga County Clerk within si ty-ta' o (fie) days as provided in Article 3. Section 32 cat General I~ itd .Law%. Phis apptoval shall expire if not enacted within 180 days as set forth in the City O Saratoga Springs Subdivision Regulations :Article 11, Section 1,1115. Qctobet4,,'tiI _.— Date Chair CC Building inspector; Cteyingifter- mirscs Gepc; Applleair File P COVER S-1 SURVEY S-2 SUBDIVISION PLAT L-01 SITE PREPARATION PLAN L-02 SITE IMPROVEMENTS PLAN L-03 UTILITY PLAN AND PROFILE L-04 SITE DETAILS CITY OF SARATOGA SPRINGS STANDARD NOTES 1. ALL WORK MUST CONFORM TO ALL FEDERAL 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 CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT / DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD, OR ALLEY. 8. CONTRACT 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 INTO 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 DRAWING. 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. APPLICANT: Boghosian Bros, Inc. 57 Phila Street Saratoga Springs, NY 12866 PREPARED BY: The LA GROUP Landscape Architecture &Engineering P.0 People. Purpose. Place. www.thelagroup.com P 518/587-8100 F 518/587-0180 www.thelagroup.com 40 Long Alley Saratoga Springs New York 12866 Planning Board # 18.046 Approval ADDsoved under rffib ity o� a resolution adopted e and of the City of Saratoga Springs. Chairperson Its 5AI ZONING INFORMATION: LANDS NOW OR FORMERLY OF RANDY ROTHSTEIN LIVING TRUST BOOK 1584 OF DEEDS, PAGE 38 LOl 6:f (MAP REF. NO. 1) FOUND CAPPED IRON ROD N79o35'10"E ZONING DISTRICT: SR-2 MINIMUM LOT SIZE: 20,000 SQ. FT. MINIMUM AVERAGE LOT WIDTH: 100 FT. MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: PRINCIPAL BUILDING: 25 % ACCESSORY BUILDING: 8% MINIMUM YARD DIMENSIONS: FRONT: 30 FT. REAR: 30 FT. ONE SIDE: 12 FT. TOTAL SIDE: 30 FT. PRINCIPAL BUILDING: MAXIMUM BUILDING HEIGHT: 35 FT. MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: PRINCIPAL BUILDING: 5 FT, FRONT LOT LINE: 30 FT. SIDE LOT LINE: 5 FT. REAR LOT LINE: 5 FT. MINIMUM PERCENT OF LOT TO BE PERMEABLE: 30% NOTES: 1.) UNLESS OTHERWISE NOTED OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES. L LI ,y2I� ROBERT G. MOREAU AND GERALD WILLIAM MOREAU \ \ ^ \ 2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF \ ` TITLE OR A TITLE REPORT. i BOOK 1411 OF DEEDS, PAGE 660 NOW OR FORMERLY OF FRANKLIN D. AND THEODOREA C. i � � ` / AREA = 2.31± ACRES ,� CIALANDS � � �� \\;; 3.) THE ELEVATION DATUM FOR THE TOPOGRAPHY IS NGVD-29 PER MAP MAHONEY � (ALL THREE DEED PARCELS COMBINED) �, �, , .. \ \ � REFERENCE NO 3. � DEED NO. 2009000850 I lu / I 14XWXV' 1zX1P'CEZ NO. \ \ LANDS NOW OR FORMERLY OF ANDREW J. AND ELIZABETH S. MURNAN BOOK 1719 OF DEEDS, PAGE 780 LOT 6f5 (MAP REF. NO. 1) DEED REFERENCE: 1.) DEED DATED MAY 20, 1995 FROM GERALD A. MOREAU AND RITA E. MOREAU TO MARK C. MOREAU, MICHAEL C. MOREAU, ROBERT G. MOREAU AND GERALD WILLIAM MOREAU AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK 1411 OF DEEDS AT PAGE 660. MAP REFERENCES: 1.) MAP ENTITLED "A SUBDIVISION MAP OF SHERWOOD FOREST", DATED OCTOBER 1979, LAST REVISED JULY 1984, MADE BY C. DONALD CARPENTER, JR., L.S. AND WILLARD E. GRANDE, P.E. AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "S-132". 2.) MAP ENTITLED "PRELIMINARY SUBDIVISION MAP OF R.J. TAYLOR BUILDERS, INC.", DATED APRIL 11, 1994, LAST REVISED ON DECEMBER 13, 1995, MADE BY THOMPSON/FLEMING LAND SURVEYORS, P.C. AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "N-150E". 3.) MAP ENTITLED "FINAL PLAT & EXISTING SURVEY MAP SUBDIVISION PLAN BURNS SUBDIVISION", DATED AUGUST 23, 2006, LAST REVISED ON DECEMBER 15, 2007, MADE BY TOMMELL & ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO, "8-604E". / 1 _ .. --- --- 4 l - UTILITY - ^�tr- _-1, .... .. - ' - �i--- ---- `-- POLES -� ' l i OLE 23 FOUND SBO' 15' 31 "W - _ \ `... MNL90 POLE - - - - - - . - \ e UTILITY IRON PIPE ��- MAILBOXES \ 12" WATER MAIN MAILBOXES W POLE - _ _ RIGHT OF WAY = 50 FT. i \> A VE N U E \ \ i WIDTH OF PAVEMENT = 25± FT. i / \ i ND '--------- _.57W //3ry //� ' _' SAN. SEW. GRAND ___ __ _ _ MANHOLE / / RIM = 322.66 T -� �� j- �POLE6"INV.OUT=315.00 ELM I -�-MACADAM 8' CRIMWEL - - - - - - - MACADAM -8" CRIMSON TWIN 8' 17" W41TE PICKET FENCE [-7�3 -M� _ J REVISIONS: •"- VINYL FENCE DRIVEWAY MAPLE DRIVEWAY DRIVEWAY PAST CEDARS PINES MACADAM - - - -_� MACADAM -329' j+^ - - DRIVEWAY DRIVEWAY ___ ___ ENE --�` -328 P ONE APPROXIMATE ROAD BOXNE APPROXIMATE ROAD 1.) TOPOGRAPHY ADDED ON JULY 9, 2018. APPROXIMATE ROAD BOX RIGHT OF WAY LINE RIGHT OF WAY LINE RIGHTOF WAY LINE _. ..__. ._.._............ ...._.._...........w. ..__..._. w _ _... ... 2.) TOPOGRAPW REVISED ON AUGUST 6, 2018. 3.) CITY APPROVAL BLOCK ADDED ON NOVEMBER 14, 2018. 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 DANIEL C. WHEELER PH. (518) 583-7302 FAX (518) 583-7303 P.L.S. LIC. NO. 50,137 UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB —PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW. TITLE: SURVEY OF LANDS OF MARK C. MOREAU, MICHAEL C. MOREAU, ROBERT G. MOREAU AND GERALD WILLIAM MOREAU LOCATION: DATE: APPROVED UNDER OF A RESOLUTION ADOPTED � CITY OF SARATOGA SPRINGS MAY 14, 2018 BY TH LA I OARD OF ,THE CITY OF SARATOGA SPRINGS. (OUTSIDE DISTRICT) V41i 4"07 CHAIRPERSON SARATOGA COUNTY, NEW YORK Mr i DATE SIGNED JUL, SCALE: 1 INCH = 20 FEET MAP NO. 2018-04-04 9 1 ZONING INFORMATION: ZONING DISTRICT: SR-2 i MINIMUM LOT SIZE: 20,000 SQ. FT, MINIMUM AVERAGE LOT WIDTH: 100 FT. MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: PRINCIPAL BUILDING: 25 % ACCESSORY BUILDING: 8% NO CUT BUFFER RESTRICTIONS: MINIMUM YARD DIMENSIONS: } FRONT: 30 FT. 1.) NO PRINCIPAL OR ACCESSORY STRUCTURES PERMITTED. REAR: 30 FT. 2.) PEDESTRIAN ACCESS ONLY (NO BICYCLES, MOTORIZED VEHICLES, ETC.) ONE SIDE: 12 FT. 3.) NO FIRES OR CAMPING. TOTAL SIDE: 30 FT. 4.) NO HUNTING OR FIREARMS. PRINCIPAL BUILDING: 5.) NO SOIL DISTURBANCE. MAXIMUM BUILDING HEIGHT: 35 FT. 6.) COMPLIANCE WITH SARATOGA SPRINGS CITY LEASH LAW AND ANIMAL WASTE RULES. MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: 7.) NO CUTTING OF TREES IS PERMITTED. HOWEVER WITH APPROVAL FROM THE CITY ARBORIST PRINCIPAL BUILDING: 5 FT. DEAD OR DISEASED TREES MAY BE REMOVED AT ANY TIME. FRONT LOT LINE: 30 FT. 8.) NO CUT BUFFER SHALL BE IN ACCORDANCE WITH THE JULY 19, 2018 ADOPTED CITY OF SIDE LOT LINE: 5 FT. SARATOGA SPRINGS CONSERVATION AREA AND NO CUT BUFFER PLANNING BOARD POLICY. REAR LOT LINE: 5 FT. MINIMUM PERCENT OF LOT TO BE PERMEABLE: 30% NOTES: LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF LANDS NOW J. FORMERLY 1.) UNLESS OTHERWISE NOTED OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES. LANDS NOW OR FORMERLY OF FOUND JOSLYN AND ERIC ROSS CAPPED DANIEL AND MARY C. FILIPOW LANDS NOW OR FORMERLY OF N RANDY ROTHSTEIN LIVING TRUST IRON ROD FOUND DEED NO. 2016038348 DEED NO. 2016009679 SCOT W. AND LYNN M. PREHN 2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF BOOK 1476 OF DEEDS, PAGE 132 CAPPED TITLE OR A TITLE REPORT. BOOK 1584 OF DEEDS, PAGE 38 IRON ROD L�l >¢ LOl 1.5 DEED NO. 2010020817 LOl1� (MAP REF. NO. 2)-- 3.) BEARINGS AND DISTANCES IN ITALICS PERTAIN TO THE NO -CUT BUFFER. IL LOl6✓' (MAP REF. NO. 2) FOUND 4.) NO CUT BUFFER SIGNS SHALL NOT BE REMOVED AT ANY TIME. (MAP REF. N0. 2) CAPPED + � -� � a (MAP REF. NO. 1) IRON ROD 313.59 / FOUND FOUND O8' N83"20'34"E , > , ,: : :, ,. .` : ` IRON PIPE CAPPED " 100. 100,52r\,' LOl 79 3 6. 4 IRON ROD N \10 ` ' \. \. �, �, : .' `>•�`: :`'�> �'` ._'�, !,. >�'�. .. ,;. ,'`,: ,� E�,. >: �:°',> >> �; �> .. � \, MAP REF. N0. 3 \: �, \ \ THI CROSSA� ':\ S CHED AREA ,``' f DEED REFERENCE: > : .> �REPRESENTSA `..\:•.>���\`�.�.... ��:�?�:.:�� .t\:•..:• �,�.>`.. �?�.�,: ?�.-.:_ _ �� 3� y F ` . No S7-0 r-'F CUT — — _ _ \ I \ NEIGHBOR'S I I i 'pO BUFFER /�i --I — -- ---- `� �X� ' __I //I I \ SHED LOl 6� N 3 ' I \ ON PROP. >\\ o J 'NO CUT BUFFER' SIGN PLACE A I I / I \\ \\ SHED ROOF (MAP REF. NO. 1) o ' MINIMUM OF TWO SIGNS PER LOT I 1 \ \ LINE 1 VI SPACED BY f 50 , AFFIX TO 1--CLOSEST TREE IN NO -CUT BUFFER \ \ \ N LANDS NOW OR FORMERLY OF I i I I I ' I \ \ \ \ \ \\ I \\ FRANKLIN D. AND MAHONEYODOREA C. �' LOT 3 -LOT I 'LOT 2 DEED NO. 2009000850 / i AREA = 25,274± SQ. FT. AREA = 2 96± SQ� T. \\ \ \a �-y2$ AREA = 25,304± SQ. FT. i' \ \ \ \ \ \ \ ' L O T I O AREA = 25,014± SQ. FT. u') \ , / / �n r I co I \ WOODEN f / / 0 / ' 3� N N C4 \ , SWING SET r 6 6 R / / in cV LANDS NOW OR FORMERLY OF ANDREW J. AND ELIZABETH S. MURNAN BOOK 1719 OF DEEDS, PAGE 780 / I CIDLOl6S (MAP REF. NO. 1) L LFOUND FOUND /'-- IRON PIPE 3 30 Fk 13LD1; 1!INE _ IRON PIPE /' /' / / ---- _ / / r r /15' MAPLE / I PHONE d / ' — — — I i �' �' Y� 14" WHITE/ 14 MAPLE I AN HOR BOX RAIL FENCE �— — — — UY 42' 9q.Ofr' / .OAK `100.74' 1 \ ll� _ ANCHOR 64 _ _ S84"29'23"W UTILITY ,'"'� 23�1.22' \ 1- — — — — — — 165.20 _ _ POLE o — MAILBOXES / — UTILITY JLri .... . ..W POLES S80 FOUND " 15 31 — — UTILITY ir IRON PIPE \�— • �— MAILBOXES J \ \ 12" WATER MAIN \ _ \ POLE RIGHT OF WAY = 50 FT. WIDTH OF PAVEMENT = 25± FT. RAND \-- _ � — 1 — /— , \ 15 / —' — — J VINYL FENCE —328 --_ —� 329 14� —�iNE — y PHONE \\\ APPROXIMATE ROAD BOX RIGHT OF WAY LINE LANDS NOW OR FORMERLY OF JEREMIAH P. BURKE DEED NO. 2012008648 LOl 1 (MAP REF. NO. 3) SPRUCE TREE W 0 z 0 w N Q' v J FOUND ON PIPE MACADAM ` DRIVEWAY \ UTILITY AVENUE El\ ~.� . ' POLE MACADAM — _ — DRIVEWAY 8' CRIMiO�L MAPLE _ — — — ——MACADAM DRIVEWAY —8. MAPS CRIMSON MACADAM SIB 1Y WHITE DRIVEWAY TWIN S POST CEDARS PINES APPROXIMATE ROAD PHONE BOX RIGHT OF WAY LINE VINYL FENCE —323— — — MAILBOXES _ MACADAM MACADAM DRIVEWAY DRIVEWAY APPROXIMATE ROAD RIGHT OF WAY LINE APPROVED UNDER AUTH BY THE PLANNING B90 DATE SIGNED OF U196LLY — — — —324— POLE ra SAN. SEW. MANHOLE RIM = 322.66 8" INV, OUT = 315.00 F A RESOLUTION ADOPTED iE CITY OF SARATOGA SPRINGS. CHAIRPERSON 1.) DEED DATED MAY 20, 1995 FROM GERALD A. MOREAU AND RITA E. MOREAU TO MARK C. MOREAU, MICHAEL C. MOREAU, ROBERT G. MOREAU AND GERALD WILLIAM MOREAU AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK 1411 OF DEEDS AT PAGE 660. MAP REFERENCES: 1.) MAP ENTITLED "A SUBDIVISION MAP OF SHERWOOD FOREST", DATED OCTOBER 1979, LAST REVISED JULY 1984, MADE BY C. DONALD CARPENTER, JR., L.S. AND WILLARD E. GRANDE, P.E. AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "S-132". 2.) MAP ENTITLED "PRELIMINARY SUBDIVISION MAP OF R.J. TAYLOR BUILDERS, INC.", DATED APRIL 11, 1994, LAST REVISED ON DECEMBER 13, 1995, MADE BY THOMPSON/FLEMING LAND SURVEYORS, P.C. AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "N-150E". 3.) MAP ENTITLED "FINAL PLAT & EXISTING SURVEY MAP SUBDIVISION PLAN BURNS SUBDIVISION", DATED AUGUST 23, 2006, LAST REVISED ON DECEMBER 15, 2007, MADE BY TOMMELL & ASSOCIATES AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "13-604E". REVISIONS: 1.) REVISIONS PER PLANNING BOARD COMMENTS ON NOVEMBER 12, 2018. 2.) NO CUT BUFFER SIGNS ADDED ON MAY 14, 2019. 3.) REVISIONS PER PLANNING BOARD COMMENTS ON JUNE 20, 2019. DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 y DANIEL C. WHEELER, LS CIA TES, LLC PROFESSIONAL LAND SURVEYING 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2) OF THE NEW YORK STATE EDUCATION LAW. PREPARED FOR: BOGHOSIAN BROS., INC. 57 PHILA STREET SARATOGA SPRING, NY 12866 PLANNING BOARD PROJECT NO. 18.046 TITLE: SUBDIVISION OF LANDS OF MARK C. MOREAU, MICHAEL C. MOREAU, ROBERT G. MOREAU AND GERALD WILLIAM MOREAU LOCATION: CITY OF SARATOGA SPRINGS (OUTSIDE DISTRICT) SARATOGA COUNTY, NEW YORK `SCALE: 1 INCH = 30 FEET -r DATE: AUGUST 16, 2018 MAP NO. 2018-05-04 SHEET S-2 SITE PREPARATION NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL 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. 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. BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7, 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. 6. CONTRACTOR SHALL LOCATE EXISTING SEPTIC TANK AND ABANDON. TANK SEWAGE SHALL BE PUMPED OUT AND DISPOSED OF BY A LICENSED SEPTIC HAULER. BOTTOM OF TANK SHALL BE CRUSHED AND TANK FILLED. 50' 0" t F } i} 1 31:.. 9` �,< `e. .................. __.... 71, _ .�w _._.. i ON I ..a _ \ :t U _ E \ j EXISTING SHED TO BE \ REMOVED _ WO DE ? \ SWING �,- TO �,..__. EXISTING DECK BE DEMOLISHED __. EXISTING 1 STORY HOUSE TO BE DEMOLISHED,, REMOVE MNCRETE,PAVEMENT ?" COORDINATE DISCONNECTION OF UTILITY.WkTH ' I NATIONAL GIRD AND CITY OF SARATOGA, SPRI6.40S DEPARTMENT OF PUBLIC WORI(S " " /�. ♦l ':ram.,. I EXISTING DRIVEWAY TO BE REMOVED�},r" CONCRETE WASHOUT, TYP. CONSTRUCTION ENTRANCE, TYP. SILT FENCE, TYP.i CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED EDGE OF EXISTING ROADWAY CONCRETE EQUIVALENT. 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT .W, . -a, ---- - _, .___ � :x ��:� --• �;.�,;" WHERE A 30 FOOT MIN, WOULD APPLY. t- c. ._ t~_�.. i. - t_ 3. THICKNESS NOT LESS THAN SIX 6 INCHES tL L F.DO 4. WIDTH () TWELVE 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH -,.a.. C f •. L. ^y" AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE WILL BE i✓ l f' _y fJ U ry 7 < J PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. r. y - 3 r" 5, ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION F C;. ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS •� =�{�)(= Q , t��: -, , i , �� - ;� ;,« �_._ i) IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. - " . *`; 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL <r ` 4 PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT 50'-0" OF 12" 50/50 MIXTURE OF TYPE 3 TRAPPING DEVICE, AND TYPE 4 GRANULAR MATERIAL 8. PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED OVER COMPACTED SUBGRADE AFTER EACH RAIN EVENT. STABILIZED CONSTRUCTION ENTRANCE 10 MIL PLASTIC LINING STRAWBALES STAKED INTO GROUND CONCRETE WASHOUT SIGN , 8' (MIN.) , 0 0 0 0 0 c 0 o 0 o 0 0 0 0 0 0 0 0 CONCRETE WASHOUT SCALE.NTS STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING _ N Z z 00 WOOD OR METAL STAKES (2 PER BALE) NOTE: 1. WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. SCALE NTS W 0 0 CO i 0' J W ml w 0 m Q z- SILT FENCE, TYP. TO BE LOCATED BY OWNER DURING CONSTRUCTION CONCRETE WASHOUT, TYP. t CONSTRUCTION ENTRANCE, TYP, TREE PROTECTION, TYP. The LA GROUP Landscape Architecture & Engineering P.0 People. Purpose. Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law, © the LA Group 2018 Prepared fora Boghosian Brost Inc. 57 Phila Street Saratoga Springs, NY 12866 110 NYL / FENCE i r.............___.............._.....___..........-...._-_--L ._...........r,...____._..._.. ......_._.._ .._.._...._ \. _.._........_......_.._.._..__..............L..............,......._ .. :33t_[3OXE5 SAWCUT _W._... LE �:LE 322,66 L-01 CONSTRUCTION ENTRANCE, `---REMOVE EXISTING MAILBOX TYP, :REMOVE EXISTING MAILBOX Project Title, - REMOVE EXISTING RAIL FENCE Grand Avenue CONSTRUCTION SPECIFICATIONS: 30 0 10 20 30 Subdivision 36" MIN. FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO 485 POST FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS Grand Avenue Saratoga SHALL BE STEEL EITHER "T" OR "U'" TYPE OR HARDWOOD. Scale: 1" = 30' Saratoga Springs, NY 12866 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND z WOVEN WIRE 6 MAXIMUM FILTER _ MID SECTION. FENCE SHALL BE w '� '::::::::.'::.•.::�::::.::�::::::.:�::::•.�::::::.�:.�:::::::::::::.::�::::.:::�:•:.:::�::::::::•::•............ ............. FABRIC = MESH OPENING. o: N 3. WHEN TWO SECTION S S OF FILTER CLOTH ADJOIN EACH q LL :. OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND 0 FLOW FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X ' J � I KA T14 N R APPROVED MIRAF 100X STABILIN 0 0 U W :;:;�:.::_.�<...... ........_:;. _ EQUIVALENT. > � _ z E i i :.. •'; ... ,........... � _ _-: 3 , •: �.. baF..{ - 4. PREFABRICATED UNITS SHALL BE GEOFAB, - - �;;; Y��;:, • = ENVIROFENCE OR APPROVED EQUIVALENT. ........................................................ ;'::'::'::'::'::::':::::: r: r:{i :i r: r:{i{i r: r:: i : ri:i :i : r:. co :.:::::::.::::::.:::::::.: :....:::::. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ' MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE LOCATE EXISTING WATER SERVICE, CLOSE-� CORPORATION VALVE AT THE WATER MAIN. MILL ASPHALT PAVEMENT, 1-1/2" DEPTH 10' MAX. 4 TO � 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND PERSPECTIVE VIEW SILT FENCE J 0 EMBED FILTER CLOTH SILT FENCE. MIN. 6" INTO GROUND 6. FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED FILTER FABRIC; FASTENED SECURELY MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M TO FENCE POSTS W/ STAPLES SECTION POST SPACING. U DRIP EDGE ORANGE POLYETHYLENE WARNING FENCE FOR TREE PROTECTION CONDITIONS: ADD WATERPROOF PERMANENT SIGN READING: "TREE PROTECTION AREA"; MIN. 3 SIGNS PER TREE, OR 1 SIGN EVERY 20' O.C. FOR GROUPINGS OF TREES METAL POST SCALE:NTS SCALE:NTS LEGEND PROPERTY LINE IMN SAW CUT ASPHALT SF SF SF SF SILT FENCE -X-X-X-X-X-X-X-X- TREE PROTECTION XXXXXXXX ITEM TO BE REMOVED REMOVE ASPHALT PAVEMENT xl MILL ASPHALT PAVEMENT /M, REMOVE CONCRETE PAVEMENT Planning Board # 18.046 Aooroval Appr d u der ority of a resolution adopted b PI o d of the City of Saratoga Springs. hairperson to Ign • Of N �Y Y p i9 to l f E I Lu 2 13 AR�FES61oNP Project No.: 2018069 Design: DRC Drawn: HSM Ch'k'd: DRC Date: 8/16/2018 Scale: 1"=30' Rev: Description: Date: 1 CITY ENGINEER COMMENTS 11/13/2018 2 CITY COMMENTS 06/03/2019 Drawing Title Site Preparation Plan Drawing No 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. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS, 5, ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 6. ALL PROPOSED PAVEMENTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION, 7. 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. 8. ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3. LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. WOOD 6" PVC SEWER LATERAL 4. ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL (MIN. 2% SLOPE) AND BUILDING CODE REQUIREMENTS. 5. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR 3/4" TYPE K COPPER INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL WATER SERVICE 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 WATER SERVICE IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND SHUTOFF, SHALL NOT INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BE LOCATED IN BORNE BY THE CONTRACTOR. DRIVEWAY OR SIDEWALK, TYP. 6. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 7. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. WATER SYSTEM NOTES 1. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER MEASURED EDGE TO EDGE. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 3. DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS -BUILT DRAWINGS. 4. THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 13. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLAN ARE FOR INFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (U.F.P.O.) (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY 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. 14. WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. SANITARY SEWER NOTES 1. PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINES SHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS STANDARDS. 2. INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THE PLACEMENT OF ANY ORDERS OF SAID MATERIALS. 3. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THE CITY OF SARATOGA SPRINGS, PRIOR TO INSTALLATIONS. PAVING NOTE TOP COAT FOR MILLED AND FULL DEPTH RECONSTRUCTED AREA SHALL BE APPLIED AT SAME TIME TO PROVIDE CONSISTENT SURFACE AND LIMIT COLD JOINTS. GRAND Avtwu� 17" DIA. BASE, 12"DIA BOLT CIRC DIAMOND PATTERN, FOUR' x 11 ANCHOR BOLTS NOTES: 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2. THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED, 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1 P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. Zu DECORATIVE STREET LIGHT 1\LVIVLI`I 11/"1L VI\I V LYYl11 TO BE LOCATED BY THE BUILDER AT THE TIME OF BUILDING PERMIT I\LVI✓LIV 11/"lL ✓1\I V LYYll1 TO BE LOCATED BY THE BUILDER AT THE TIME OF BUILDING PERMIT DECORATIVE STREET GE-1a, LIGHT, TYP. 'INUM FINIAL AND ROOF H AS POLE DL03 LED: 64 WATT 2200 COLOR ZE, TYPE 5 DISTRIBUTION, T DIMMABLE DRIVER :ORN LENS )CK FITTER APARTMENT C PHOTOCELL )E) APERED POLE, .125 WALL , 6063-T6 STRUCTURAL MINUM =D FOR SINGLE UNIT 'ION H OR UMBER: ED-5T-4AR22T5- C/4214T4/BK E WITH 0.750" FLOOR FOUR ANCHOR BOLTS AND ONE UDo FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION ?" PVC SCHEDULE 40 JO DIRECT BURIAL 3ROUND ROD PER N.E.0 .000 PSI CONCRETE BASE VITH SONOTUBE FIBER FROM 0" DIA. JNDISTURBED SUBGRADE OR ;OMPACTED TO 90% ')TANDARD PROCTOR PLANT LIST .... .. ' YNEIGHBOR'S i N \}411 LOT,4 FFE: t 328`Z5 :. \ Lo Lo A 1 ; I l .3� 'l �� �. F✓M Xr � ASPHALT PAVEMLN I , APPLY TACK COAT PRIOR TO PAVING ` 1-1/2" PAVEMENT OVERLAY fi r CONCRETE SIDEWALK WATER SERVICE SHUTOFF STREET LIGHTS NEW DECIDUOUS TREE DISTURBANCE NOTES THE PROJECT WILL NOT DISTURB GREATER THAN ONE ACRE OF LAND. v THE ! t t � l � 5� L-04 3/4" TYPE K COPPER I WATER SERVICE l _7� 6" PVC SEWER LATERAL L� (MIN. 2% SLOPE) I -RESIDENTIAL DRIVEWAY TO BE LOCATED BY THE BUILDER AT j THE TIME OF BUILDING PERMIT I -CONCRETE SIDEWALK VINYL. j` FENCE ..__:2.-..a_.... .. .__.__.. REMAIN REFER TO SHEET L-03 FOR SANITARY SEWER MAIN EXTENSION PLAN AND PROFILE SYM. QTY, BOTANICAL NAME COMMON NAME SIZE REMARKS / SPACING DECIDUOUS TREES CC 2 Cercis canadensis Eastern Red Bud 2"-2.5" cal. SEE PLAN OTES: 'REE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE S IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS IRECTED WHILE RETAINING NORMAL SHAPE OF TREE. EVER CUT A LEADER. 'REE SHALL BE PLUMB & STRAIGHT. FAKE AND GUY TREE -CONTRACTOR SHALL PROVIDE ETHOD AND MANUFACTURER SAMPLE TO OWNER'S PRESENTATIVE FOR APPROVAL. FATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF �E SECOND LOWEST BRANCH (FALL PLANTING ONLY) " DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL ,WAY FROM TRUNK. " HT. PLANTING MIX SAUCER 4MENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER NO CUT u i4=x__ ....... _....... _ 324-__. ��f}Lr: NIMPOLE ?�iV ... ; Scale: 1" = 30' STAINLESS STEEL MF1 TREE MOUNT LAG SCREWS. (2) PER PANEL; MIN..75" CLEAR FROM EDGE OF SIGN PANEL I The LA GROUP Landscape Architecture & Engineering P.C. People, Purpose. Place, 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. © the LA Group 2018 Prepared for.- Boghosian Bros, Inc. 57 Phila Street Saratoga Springs, NY 12866 Project Title. - Grand Avenue Subdivision 485 Grand Avenue Saratoga Springs, NY 12866 of NEW Y B. y� O'Q W WWI 4" 0 0.125" MIN. THICK ALUMINUM SIGN PANEL Z ��O a81339 WITH GREEN BACKGROUND AND WHITE LETTERING Aq�FE3S10NP z_ Project No.: 2018069 C 0 Design: DRC Drawn: HSM Ch'k'd: DRC Ira Date: 8/16/2018 Scale: 1"=30' FINISHED GRADE 1 4, 1 f . 1, t' ``E'++``' :!'9` "' `iF Rev: Description: Date: 1 aCITY ENGINEER COMMENTS 11/13/2018 2 CITY COMMENTS 06/20/2019 NO CUT BUFFER SIGN Planning Board # 18.046 Approval V Ap gc)rid uthority of a resolution adopted e B rd of t o City of Saratoga Springs. Chairperson at S'JUT n 1 m9 SCALE NTS Drawing Title Site Improvements Plan Drawing lvo. L-02 I SCALE NTS SCALE. NTS I : f ` E 1 (14 ' 1 t ^ f f LOT 1 LOT 2 LOT Lod' 4 ,t f _..... f rI ...._ _._ D +j m N v f' t r f ! i I 1 } i t 1ANCf-{ : ' _ _.. IL TY t _._. NYSDEC NOTES THE CONSTRUCTION OF THE SANITARY SEWERS DEPICTED ON THESE PLANS SHALL BE UNDER THE SUPERVISION OF A PERSON OR FIRM QUALIFIED TO PRACTICE PROFESSIONAL ENGINEERING IN THE STATE OF NEW YORK UNDER THE EDUCATION LAW OF THE STATE OF NEW YORK. WITHIN THIRTY (30) DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION, THE ENGINEER SHALL CERTIFY TO THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO THE OWNER THAT THE CONSTRUCTED FACILITIES HAVE BEEN CONSTRUCTED UNDER THEIR SUPERVISION AND THE WORK HAS BEEN FULLY COMPLETED IN ACCORDANCE WITH THE APPROVED ENGINEERING REPORT AND PLANS. THE PROJECT DEVELOPER MUST RECEIVE WRITTEN ACCEPTANCE OF SUCH CERTIFICATION FROM THE DEPARTMENT PRIOR TO PLACING THE FACILITIES IN SERVICE. LEGEND PROPERTY LINE -w - — - EXISTING WATER LINE EXISTING SANITARY LINE EXISTING OVERHEAD UTILITY — W PROPOSED WATER LINE SAN PROPOSED SANITARY LINE l El VIIN j \ ! YiYi_ t \� 'FENCE � 8 MODIFY MANHOLE TO L 04 3 ACCEPT NEW 8",PIPE Y _..,. 32.3........... — __ — i fT, .. __�__._.. ...._.,..... 3� Q _.__ .__..... _..._ .._..._.---------- to\ ----- 1.._ ,�..._..,....._......�,..._._..........._�...._._....._.._..:�.,,_....._____y>�-.......__-_-__.w.___...___ vv- vt._.,.........._....._ ....._...._.._......... :.............. - .._.___.._..� .__..._.. � � SAN SAN SAN AN _ .__ __. , ....__...... E SAN S t f'8„ 4+00 SAN ---� 183 0 __. 7..._......_ 5+00 ._...._. 5+4 PVC �?... PI = 3+56.91... - i 1 i f"'t 1 J j l . j' M H 1 TA:3+56.91 __;325_„- ... _.,_ ....... _.._ , , .............. . _ _ RIM:326.75 MH-2 INV IN:321.25 (8") STA:5+40.37 INV IN:322.25 (6") RIM:328.90 INV OUT:321.15 (8") INV OUT:324.00 (8") 340 10101. 320 310 PvltiL 3( xF:S GRAND AVENUE ...... -_ _,., Y _ , ___,.._. ' , ._,------ __._-W..'__-------------- --- ________.------ ___.__....��_._....�..........................W__� ............... SAN SAN SAN SAN SAN SAN SAN 353 0f 8 3 00 2 00 - . V 1 71 % r P G _...._ _...._._._.._........... _.................... --- *K_ 6? POLE III 2-Ni ;f. -- SEE SANITARY SEWER MAIN ALIGNMENT, SHEET L-03, DETAIL 1 SAN SAN SA.N- SAN.. SAN 1+00 PI = 0+03.84 EXISTING MANHOLE RIM: 322.66 INV IN: 315.1 INV OUT (EXISTING): 315.0 I i i E € E E€ jjjjjjE € E .._.__ _____-......,._ __..._...,.... ' ........____._,,,___,__,_.._._,.._...._.._..�.,.._,_._.__..___..._.___......_.�.___.....____.....—...._,_._______.......W...,....___._......,.__............_._..v..._...__..__..-,.._._.____,_...,_._.._...........________.._._.............__....._.,..._.......___....,___.._..___...._...._.____.........._______......,,,...........,,.__....._._v.._______,....___._._. ............ __._.......�_____......._...__........_._._.__....m.._.____._......._....._....m....—...__..._.....,....._,_.....,._..._,_..,._.,_,_._..___..,__.....,.,,._,,..._...,__.___._,_.....,........,,..,,_,_______.,,.,—_...,....._,___....._......._......_,,....._.__.__........._._.....,.......... i MH-2 ' I RIM:328.9 MH-1 I € i RIM:326.75 INV OUT: 324.0 I i € INV E IN. 321.25 E E INV # OUT: 321.15 E E I 1 : I i f _ I EXISTING GRADE EXISTING MANHOLE _ z j RIM:322.66 I E INV IN: 315.1 — _-------- „_ , _ ---- _ _..--..,.� __ ._ __._.__.,......._____—__..,. ____.._ _ _ _ ___.. ___._,__.__ __„_,_,__,____,_,_. ---. ., _, __ _, ._,_„___,,,,____,___,___,_„_,,,,,,,,_„__„_._,_,_,,, ____,_,._.- -.- ---.-- ..-. ___.___ __ �____. __________ __.._ _ _. _-...-.. ,- �-----..-„183tF-�F8" PVC ___ - --- - - - — € - ` ' I OUT (EXISTING): 315 0 a __ I _ E ---- INV T E G AT 1.5% SLOPE E z € E I I 6" SANITARY SEWER WYE LATERAL 6" SANITARY SEWER E 35 3 3 LF OF 81 E 1 CONNECTIONWY€-LATERA6�_,._,._,,,,,__.,__,__.W..,,,._,._._._,,.._._,,.._,_.,,,,,_,._.W..,.,,,,,,_,,,._____.._._.,...__,_„_,,,_,,,,,,,_..,.,,._,__,._..,,___,,,,_,__._......,___,_„_,.._.._„_....__._._..—__,,,,,,___„_.__...,_.__,........... ... ._„ ._�..... VC , r Y; 71 % SLOPE CONNECTION 6" SANITARY SEINER [ WYE LATERAL CONNECTION 6" SANITARY SEWER I WYE LATERAL I i i i I ! € i I j j i i E i I i E I I I E ce) M co Cl) co 5+00 8" SANITARY SEWER MAIN ALIGNMENT 4+00 3+00 2+00 1+00 HORIZONTAL SCALE: V=20'• VERTICAL SCALE: 1"=5' 0+00 _'E `,ANHOLE i f N1 = 322.66 20 10 0 5 10 15 20 Scale: 1" = 20' 340 330 0 The LA GROUP Landscape Architecture & Engineering P.C. People. Purpose, Place. 40 Long Alley p: 518-587-8100 Saratoga Springs f 518-587-0180 NY 12866 www.thelagroup.com Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ® the LA Group 2018 Prepared fora Boghosian Bros, Inc. 57 Phila Street Saratoga Springs, NY 12866 Project Title. - Grand Avenue Subdivision 485 Grand Avenue Saratoga Springs, NY 12866 320 r € W N q�FE981�P 310 Project No.: 2018069 Design: D RC Drawn: KLT Ch'k'd: DBH Planning Board # 18.046 Date: 8/16/2018 Scale: 1"=20' Rev: Description: Date: 1 CITY ENGINEER COMMENTS 11/13/2018 Drawing Title Utility Plan and Profile Approval 0T 1 wltp .Approved under i y a resolution adopted b e P Board of the City of Saratoga Springs. Chairperson g JUL u 12019 Drawing No. L-0 BROOM FINISH PERPENDICULAR BROOM FINISH PERPENDICULAR TO WALK TO WALK 4" CONCRETE - SEE 6" CONCRETE - SEE �tl;: xe- � k ' CONCRETE SPECIFICATIONS > CONCRETE SPECIFICATIONS \ 6" X 6" NO s WOVEN WIRE '� ` ` 6" X 6" NO 6 WOVEN WIRE F MESH EXCEPT A.O.B.E. MESH EXCEPT A.O.B.E, GRANULAR SUBBASE COURSE NYS 1 " =F . 1 8" GRANULAR SUBBASE COURSE NYS DOT SECT, 304, TYPE 4 COMPACTED \` \ DOT SECT. 304, TYPE 4 COMPACTED \ \� \\''\\``\\` \ TO 95°lo STANDARD PROCTOR \rr�,:\ \;%\ � �\\\ , '\" 'f / ''/.<' TO 95% STANDARD PROCTOR �/ / 1 SUBGRADE COMPACTED TO 90% STANDARD PROCTOR �/ fi\\"�\,�\. SUBGRADE COMPACTED TO `\\' \' 90% STANDARD PROCTOR NOTES: NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BE THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO MIN. OR AS ORDERED BY CITY ENGINEER BE 5' MIN. OR AS ORDERED BY CITY ENGINEER TYPE 1 TYPE 2 TYPICAL PEDESTRIAN TRAFFIC LOADING VEHICLE TRAFFIC LOADING ACROSS DRIVEWAYS GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 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 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. COUNTY COMM. OF PUBLIC WORKS. 3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER. 3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED EXPOSED TO FREEZE -THAW CYCLES AND DEICERS WHEN SATURATED. WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE AUTHORITY MINIMUM SPECIFICATIONS. MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL MEET OR EXCEED THESE SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. AIR -ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER -CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY 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 PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE PLANNING BOARD. SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATIO. PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER CONCRETE PAVEMENT ON GRADE o w o z LU 0 w co o � U) SCALE:NTS TOP COURSE - NYSDOT ITEM NOTES: 402.098302 - 9.5F3 H.M.A., 80 1, PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, SERIES COMPACTION DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. r' BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY TACK COAT - NYSDOT ITEM ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION 407-0102 DILUTED TO BE INCREASED TO CARRY DESIGN LOADING. o ,.^ a •< 2. TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE Asa BINDER COURSE - NYSDOT ITEM �y _�. THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER 402.198902 - 19F9 H.M.A•, 80 COURSE. Cy SERIES COMPACTION PG �c-?< A 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING *.� BINDER (LIQUID ASPHALT) �..... AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. _�GRADE SHALL BE PG-64-22 ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. a�° COMPACTED GRAVEL - 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO rN,N1, �`%�\� \� NYSDOT TYPE 2 (SECT. COMMENCING PAVING OPERATIONS. '\�'%ii�f 304) COMPACTED TO 95% STANDARD PROCTOR PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL -UBGRADE - COMPACTED TO 90% STANDARD PROCTOR ASPHALT PAVEMENT STANDARD 1-1/2" 3" 12" <0.3 ROADWAY MILLION SCALE NTS 8" LAWN RESTORATION PVMT. RESTORATION MI EXIST, PVMT. TOPSOIL &SEED NEW. PVMT, SEE DETAIL KEY AS SPECIFIED JT. co r l Of w w I f� SUBBASE MAT'L., REFER SAW -CUT EXIST. PVMT. IN TRUE LINE. w ,. TO NEW PVMT. DETAIL KEY PVMT. AS SHOWN. TACK COAT U) w EXPOSED EDGES OF EXIST. PVMT. E. BURIED METALLIC IDENTIFICATION PRIOR TO PLACEMENT OF NEW PVMT. i 10O WARNING TAPE w U U FINAL TRENCH BACKFILL NOTES: _ o o (SEE NOTE) 1. FINAL TRENCH BACKFILL 1.a. IN NON -PAVED AREAS, FINAL TRENCH BACKFILL > o i a.. PIPE ZONE BACKFILL SHALL BE EXCAVATED MATERIAL WHEN DETERMINED SUITABLE BY THE ENGINEER OF in ` RECORD; OTHERWISE IT SHALL BE NYSDOT k� �•;" Q�Q� "iE PIPE ZONE BEDDING MAT'L TYPE 1 (ITEM NO. 304.02). MIN. MOD. PROCTOR o� 1 DENSITY SHALL BE 85 PERCENT. 1.b. IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 1 (ITEM NO. 304.02). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 .}PIPE O,D, + 24" 10 PERCENT. MIN. 2. ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 ITEM DEPTH MATERIAL NYSDOT TYF E METHOD OF PLACEMENT PIPE ZONE BEDDING 6" MIN. ANGULAR CRUSHED STONE 1 &2 MECHANICAL COMPACTION PIPE ZONE BACKFILL 12" MIN. COVER ANGULAR CRUSHED STONE 1 &2 MECHANICAL COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTE SEE NOTE MECHANICAL COMPACTION PIPE TRENCH SECTION 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. 4. UNDERGROUND PIPES AND CONDUITS ARE DESIGNED TO MEET OR EXCEED H-20 LOAD REQUIREMENTS. FINISHED GRADE Z 0 FULL LENGTH OF PIPE CENTERED ON SEWER LINE WATER LINE SANITARY SEWER OR STORM SEWER * SEE NOTE NOTE: (REFERENCE- "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE 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 NOTE: LOCATE CURB BOXES IN ACCORDANCE TO THE PLANS. 3/4" COPPER TUBING (TYPE K) (SIZE AS REQUIRED) CORPORATION STOP WITH COMPRESSION FITTING, MUELLER H-15008 3/4" ROADWAY Z �6" D.I.P WATER MAIN EXTENSION WATER SERVICE CONNECTION DETAIL FINISHED GRADE c ` �i �q. AS REQ'D TO CONE* ADJUST TO EXTENSION S� FINISHED GRADE. USE PRECAST UNITS REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02,01 INTERNAL DROP, WHERE SPECIFIED Z-6" 8 ��\\\\\\ \\ f f 5" 4'-0" 1 MIN.* . '2"PER F00 OR c a6 u R L\ ) j_. a... �..... �\ 1 SANITARY MANHOLE NOTES: 1. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. BOTTOM SECTION FINISHED GRADE CURB BOX; MUELLER 5'-6"± MODEL H-10314 (SIZE AS REQUIRED FOR 3/4" SERVICE) CURB STOP; MUELLER ORISEAL MODEL H-15209 COMPRESSION, MODEL H-15219 (W/DRAIN) (SIZE AS REQUIRED FOR 3/4" SERVICE) SEE DETAIL FOR SPLICE TEMPORARY CAP OR PLUG AS NECESSARY 3/4" MIN, SIZE TYPE K COPPER PIPE OR SIZE AS REQUIRED SOLID CONC. BEARING BLOCK OR C.I. FOOT SCALE: NTS SCALE NTS CAST IRON MANHOLE FRAME AND COVER - CAMBELL #1016 OR EQUAL, TOP SURFACE CHECKERED AND LABELED "CITY OF SARATOGA SPRINGS SANITARY SEWER" WITH LIFTING NOTCHES & VENT HOLES AS REQUIRED. (FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO 1/4" BELOW F.G.) \\� PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20"(MAX.) NO CONCRETE BRICK SHIM COURSES PRECAST CONCRETE SECTIONS - �\ 4,000 p.s.i. AT 28 DAYS, AIR - ENTRAINED FOR SANITARY MANHOLE, JOINTS BUTYL SEALED INDUSTRY STD. OR A.O.B.E" �— FOR SANITARY MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO.C-923 (SHOP DRAWINGS REQ'D) i — CIRCUMFERENTIAL REINFORCEMENT 0.12 sq. in. PER LIN. FT. MIN. 4000 PSI CONCRETE BENCHWALL FOR SANITARY MANHOLE �— SIZE AND LOCATION OF PIPES AS SPECIFIED - 12" CRUSHED STONE - #1 OR #2 �\ NOMINAL SIZE UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E. 8" SADDLE WITH STAINLESS STEEL STRAP PER MANUFACTURERS RECOMMENDATION, ROMAC INDUSTRIES, INC. 8" PVC SEWER MAIN EXTENSION 450 OR 30' BEND AS REQ'D 450 OR 300 BEND AS REQ'D 6" SEWER LATERAL SLOPE: 2% MIN. (1/8" PER FOOT) i �PIPE BEDDING AS REQ'D UNDISTURBED SUB -GRADE CONNECTION TO SEWER MAIN INSIDE FACE OF MANHOLE MORTAR AFTER INSTALLATION HOLDING BOOT ALUMINUM ALLOY KORBAND 2" PROJECTION INTO M.H. AT PIPE SPRINGLINE FORM NEW CEMENT INVERTFROM NEW PIPE TO EXISTING M.H. INVERT, TOP OF BASE SLAB SCALE: NTS FLEXIBLE NEOPRENE BOOT SEAL ASSEMBLY IN CORED HOLE STAINLESS STEEL BAND CLAMP I I I 1 I I I I INVERT 1 I I M � z PRECAST CONCRETE 3'-0" MAX. Cn BASE SECTION LL CONNECTION TO EXISTING MANHOLE DETAIL PIPE WASH 2"± PER FOOT fA L CHANNEL DEPTH 0.8 PIPE I.D. + INVERT SAWED CONCRETE BENCHWALL HALF PIPE 4,000 PSI MIN. SECTION B-B ALIGN 0.8 DEPTHS OE - DIFFERENT SIZE PIPE: C B 4 ONE-WAY INVERT 2"± PIPE PROJECTION INTO MH, TYP. PLAN 1/2" PER FOOT (MIN.) PITCH 'ROSS MH SCALE:NTS ?A J DOTH CURVE MULTIPLE INVERT FORM SMOOTH CURVE INVERT IN 0.10' (MIN.) - 2'-6" (MAX.) -INVERT OUT MANHOLE BENCHWALL TOP COURSE BINDER COURSE PAVEMENT KEY STANDARDINVERT SMOOTH DROP INVERT FILLET SECTION A -A 12" (MIN.) KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT TO REMAIN -11 142" MINIMUM DEEP KEY INTO EXISTING PAVEMENT 77777 ,:. ' \ COMPACTED BASE MATERIAL COMPACTED SUBGRADE Planning Board # 18.046 Aaaroval Approved under aut a Tesolution adopted by the in o rd of the City of Saratoga Springs. irperson Dat Fl/ SCALE:NTS SCALE NTS The LA GROUP Landscape Architecture & Engineering P.C. Peop%. Purpose. Piave. 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- 0 the LA Group 2018 Prepared for, Boghosian Bros, Inc. 57 Phila Street Saratoga Springs, NY 12866 Project Two. - Grand Avenue Subdivision 485 Grand Avenue Saratoga Springs, NY 12866 Project No.: 2018069 Design: DRC Drawn: HSM Ch'k'd: DRC Date: 08/16/18 Scale: NTS Rev: Description, Date: 1 CITY ENGINEER COMMENTS 11/13/2018 Drawing Title Site Details Drawing No. L-04 SCALE NTS SCALE. NTS