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HomeMy WebLinkAbout20210415 Driscoll Rd Stie Plan - Driscoll Rd & Rt 9 Final Signed PlansDRISCOLL RD & ROUTE 9 SITE PLAN APPLICATION ONE DRISCOLL RD., CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK • z • n Saratoga Springs r 3 � C C > r Maly Mann.,, I; Covr.: Fr, de, Cove PROJECT VICINITY MAP: NO SCALE -"- SHEET INDEX: lk `4 r. tF ,` e xR r a y , d � `. , ,y r�x:. . *4", .. P ' /T 7. s, PROJECT LOCATION MAP: NO SCALE BUILDING PERSPECTIVE RENDER 1. COVER SHEET 2. PROPERTY SURVEY 3. EXISTING CONDITIONS, EROSION & SEDIMENT CONTROL 4. LAYOUT & LANDSCAPING 5. GRADING & UTILITIES 6. STORMWATER 7. LIGHTING 8. WATER MAIN & PROFILE 9. SITE DETAILS 10. SEPTIC DETAILS 11. CITY STANDARD DETAILS ZONING: TRB (TOURIST RELATED BUSINESS) RR (RURAL RESIDENTIAL) REQUIRED REQUIRED PROVIDED LOT AREA 10,000 SF MIN. 2.0 AC MIN. 5.95t AC (OVERALL): LOT WIDTH: 100' MIN. 200' MIN. 250'f BLDG. HEIGHT: 40' MAX. 35' MAX. 40' BLDG COVERAGE: 30% MAX. 15% MIN. 3.8% GREENSPACE: 30% MIN. 80% MIN. 82.2% SETBACKS: FRONT: 40' MIN. 60' MIN. SEE SITE PLAN SIDE: 20' MIN. 100' MIN. SEE SITE PLAN REAR: 25' MIN. 30' MIN. SEE SITE PLAN PARKING REQUIREMENTS: *RESIDENCES 2 SPACES / DWELLING UNIT 2 SPACES X 7 UNITS = 14 SPACES VETERINARY OFFICE - 3,879±SF 1 SPACES / 200 SF = 19 SPACES - ANIMAL CLINIC 1 SPACES / 5 EMPLOYEES = 10 SPACES TENANT 1# - 2,768±SF TENANT #2 - 2,801±SF 1 SPACES / 300 SF = 10 SPACES 1 SPACES / 300 SF = 10 SPACES 63 SPACES REQUIRED 66 SPACES PROVIDED * SPECIAL USE PERMIT REQUIRED: RESIDENTIAL USES PERMITTED ON SECOND STORY AND ABOVE ONLY. VARIANCE GRANTED APRIL 2021 FOR PARKING WITHIN FRONT SETBACK AND TWO FREE STANDING SIGNS. COVERAGE STATISTICS BUILDINGS: 11,000 SF (0.25t AC) 4.2% PAVEMENT: 34,211 SF (0.79f AC) 13.2% GREEN SPACE: 213,994 SF (4.91t AC) 82.6% TOTAL 259,205 SF (5.95t AC) 100% OWNER/APPLICANT: SUSAN SIKULE DRISCOLL ROAD, LLC 2075 WESTERN AVE GUILDERLAND, NY 12084 CITY OF SARATOGA SPRINGS PLAN NOTES: 1. ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2. THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE 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 SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5. ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6. THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8. CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED. 9. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10. 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 DISTRUBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AN AN "AS -BUILT" DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. CITY OF SARATOGA SPRINGS MARK TORPEY, Chair TODD FABOZZI PLANNING BOARD RUTH HORTON - -- - •; KERRY MAYO DA City Hall - 474 Broadway JASON DOTY CHUCK MARSHALL Saratoga Springs, New York 12866 Tef 518-587-3550 fax: 518-580-9480 MARK PINGEL SHAWNA JENKS, Alternate www Saratoga-springs.org BILL McTYGUE, Alternate NOTICE OF DECISION In the matter of the application #20210415 Just Cats Mixed -Use Project NYS Rt. 9 and Driscoll Road Saratoga Springs, NY 12866 Involving the premises with tax parcel no. 191.-1-25 in the City of Saratoga Springs, on an application for site plan review of a mixed -use project including an animal clinic and 7 residential units and associated site work in the Tourist Related Business (TRB) and Rural Residential (RR) districts. In accordance with SEQRA regulations 6 NYCRR Part 617, the Planning Board identified the proposed action as an Unlisted Action. Coordinated Review, and as the designated Lead Agency for the review, evaluated the Environmental Assessment Form the Short Form Parts I and 11, and made a motion to issue a Negative SEQRA Declaration on March 25, 2021 And, in accordance with objectives, standards and guidelines contained in the City Zoning Ordinance, chapter 240, article 7.2 'Site Plan Review', the Planning Board issues the following decision on January 27, 2022 (passed 6-0 in favor: Torpey. Horton, Fabozzi, Mayo, Doty, Marshall): 2 Approve site plan set with revision date August 12, 2021 with the following conditions. • No tractor trailers will make deliveries to the site as stated by the applicant. • Required loading area shall be shown on the site plan and designated with appropriate signage. • Final plans shall be provided to the satisfaction of the City's designated engineer. • Driscoll Road shall be improved to the City's Rural Road standard to the end of the development. • Installation of street lighting along the improved section of Driscoll Road to be determined by the Department of Public Works in consultation with Planning staff. • Final plans shall be provided to the satisfaction of the Department of Public Works. • The applicant shall submit a fee in lieu of dedication of recreation lands for each residential unit ($2,000 for each of the 7 residential units). The applicant is required to: 1. Deliver a letter of creditor cash escrow in the amount approved by DPW to the City per Article 7.2.15 of the Zoning Ordinance. This must occur prior to final signature by the Planning Board Chair. 2. Submit one (1) mylar and two (2) paper copies of the final approved site plans for signature by the Planning Board Chair within eighteen (18) months of approval as per Article 7.2.12 of the Zoning Ordinance. Note: this approval shall expire within eighteen (18) months of the signature of final plans if the, applicant has not started actual construction as per Article 7.2.14 of the Zoning Ordinance. February 11. 2022 /L��uZ7e, Date filed with Accounts Dept, Chair TAX MAP #: 191.-1-25 AREA= 259,205t SQ. FT. 5.95t ACRES r-LANNINU t5UAKU LVLIU4IJ APPROVAL APPROVED UNDER THE AUTHORI RESOLUTION ADAPTED BY 11 LANNING BOARD OF THE CITY- Off SARATGIM SPRINGS. AWA P ArITT'G'C L Boundary information shown hen was compiled from an actual field survey conducted on June 17,, 2019. 2. North orientation and bearing base per map reference 1. 3. Saratoga County tax parrel 191. 125. 4. The location of underground improvements or encroachments, if any exist, or as shown herro4 are not certified. Them may be other underground utilities, the existence of which are unknown Size and location of all underground utilities must be verified by the appropriate authorides. The Underground Facilities Protective Organimdon must be notified prior to conductuxg test borings, excavation and construction 5. lhm survey was prepared without the benefit of an up to date abstract of title. 6. Reproduction or copyzV of this document may be a violation of copyright law unless permission of the author and / or copyright holder is obtained. 7. A copy of this document ;i, t out a proper application of the surveyor's embossed seal.should be assumed to bean unauthonzed copy. Lands Now or Formeri+y of Stefanie Book 581 Page 497 191. -1-28 1. Conveyance to David C Eger by deed dated jury 28, 2003, fried in the Saratoga County Qerks Office on August 1, 2003 in Book 1652 of L)L e s at pa8e691. 1. Map entitled 'Map of Survey made for Estelle Weiss & Michale jourdan ; prepared by john B. Van DusM dated December 26, 1975, filed m the .Saratoga County Clerks Office as map number W,51 Lands Now or Formerly of Cecilia and Iem es Monaco Book 1378 Page 338 191. -1-27 �--`` OHw �� 581°y4�nE OHW OHW 313' OHW OHW OHW OHW �Iff_ no oHw OHW `- OHW -3°"W 618,E , Road OHW �` 6 —` OHW x 0 x (*d-nt 0 0) v Catch Basin qj x a Te%phone Manholes 3 x 0 Imm i3pe Found - "^w OHW testy FDIC gyp) 4� 0 x ZE 1 PLANNING BOARD "ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARH GENUINE TRUE AND CORRECT COPIES ON THE SURVL'YOR'S ORIGINAL WORK AND OPINION." ME OWA AND SIX @= 1376ift-' •. W WJ il am AtOr IV SCALE DISTRICT EXTENSIO T • r 0 0 ON 0 " 0JAWLI 0, N a 1 l I I \ 1 l / 1 GREEN HOUSE EXTENSION } I � I / S 82104 C r E !®43i,4r I PE aum IA • • r� MFAL*JM ♦ r • • • r r r a a • • • o s r ACM WrA AIND RAGS FLA IND .. a a r +rt"_+� r a a r • • a • i BY Nii I*CMWW !IN • a # MAY 238—r r \ \ \ - ` ��� a �• • • • a #� 24M 20M ♦ • r i a • a r i r 4 r i i i i r I• r • i • • • •\ N \ \ \ „ \ \ ` \ , i a T ArAmTw. \ �` • •�OWN • i a a a � I I A _ , �. IBA \\ . a r • N�Ji 7�V����� Y r a a s • I r r • • r r r \ I ; NN � � \ \ � ' � ` , � � ` � � � • • i • • I I I \ J I �MyAI�Y 24, Zola w r r r ��ED440MMiM 2021 r • a r r I • r •dL_ r►+�...'�- r ® „ _ ` \ \ \ i • • • J I • • • a r r r r a a a r • �i '!. _ ft&WWWV AWA 514 \ a r r r r r a . � �1 � IYR�y�! i • _ \ ` `. \ ' � \ _ - 1 1 1 I i.l.d MOM RLt Ium T11Io � ,- ,_. -- ,•. - � III I I � "� [L�•� , s�� ,,.•- "`� ,,,,/ 1 1 \ \N�7 - 1 I I I I I I I � � (e�''VMJy TAX NITb !D'1.-♦1-►25 sipp ;pp �- �. • I � TOTAL AREA S.91St AC . ' I t I 1 I 1 I I\\ _AMA pa0wevaltNo mom ffm wmma `P'�l Ii " • O rw7 rill $RNI AllrE`AS 4 TP5 TP V ti� 'IIJ 11' 11 P 5 / I �� y '! 1 1 1 1 II I c �+ 70, I TWIM TO A ® I I I I I I Tom. SA70~ ARP ,4LT Am $AS I BE SAID P ___----- Sr e_-----_ STAB -236— l I;atVSTRtlC11iA►V -- 1 Nmsmwr AWA AREA 10>�t I A M SIT NEE TV AM' - l ►Nv 1 .... . ter. .�� �� �� �� ..�� \ ..... _...� t =.► �!�� Cum ON— UN _RURAL D !i71AL ZONE I low #0�..mm*" DRISCOI.L R 0 Alp, Nil 1 11 I N S TI TU T1 QNAL PARKIrAND%RECREA E-- "'-._...__.._........._ �....... ...I,_ ....,. _._. w SAIIWT OW OF PAIAOMEAtT d WrALL WW NAM+ t GRAPHIC SCALE - - - " TNDiNyaT ae r In M M 'ria r MINX 40 NIiIMt pa NMLTALLEa l�►AILALLEi. .I"' �,/ IrIMIS Jv LAP fA/IMI: sw «IR i et A"AT d01MN►s[Up'�-�mvmzjmcr;r 1. *OWN WRE FOW 10 ff FAS)BiWO alWAIRr A AMA' 000111 WW OW IS OR STAPLES. POSTS MMIt ff SM &W 'T ON V* I►» OR A"N OIML 2. FILTER atom iv w mum s vmwr m NONIIIiII TIME Am ww nES SPACED Eta Wr Pr AF XP AND MV MOM AID Ma MC >IWIMlIi WRE, 6' MIUfIMIANI MMV EMIIrNIwII6t 3. WHEN TW SWXDW W PZX* CWW ANIINtIW E`A01 OlIr1EI► JW'Y S TALL BE OVERLAPPED NTIr SW I!r» AND JUDED At CWW +'WALL OW EITHER FILTER Y. MMMI Id^ .SSWU411lA I'1401114 40 AWROM MK MNLE1 . 4. PRff'AaRcAJWW WM ,NULL ff W AR, RAIII1140110M ON AFPM W EQUIVALENT. 5 MAWlENA MMALA Ar1OWCOM ANA== AID MNI1M AVANO 101EN '9AGW 091KA ' W W AtT ADMQE (INN') i inch - 90 fL ICE s ALAM aVr jAVW I f a► E>AMMC L ALL 00 F -_ AGU OWL W DMK � WMW OR #WIT o�Ail; AOOI lI>� alma AWL A s y� AIWA A! A ZME W W INi� N�ANR MW K UMS mum IN"AN:WtM!► DiIIWRAIIILL OWWAVA W A >D NF Q� iNI;lIMI. AW AMAMf r vow 1m & 1 rw 1MOON/ OR 1111111111111111m METAL IE 3 pw mm MD NI!Im A` MINT" p Iw a = wNow mw NW11II III OvaIIIIII1 Aw III 'MD NIIIm me NIIMIIM. krum A TAME am OF TNT 1 �" Lew $♦ .. .. -RK -1 ALA* d,M Pau rlm am 110" 1. N UK r 9111 19 ON 1111112AW OR NMIr+'fl N ONAIIETF 4 - Awr AM BWW �sl 00mom al �ae C" afl iwMrt pWj ' Ar IMD1r NMWLs a � Sn� IWL W /LAM OW >)>Mt N1It W AFM MILL 10 � ��iir�� WTI la IBt a s NM A so Y Ir AL - �� ff NAN >I Jy&WjMfljLW& AND 1 SWU W' AMID NOES 1. PROPERTY LINE BASE MAPPING PREPARED BY MAP REFERENCES AND TOPO ABO ENGINEERS, LLP FROM DECEMBER 2020 FIELD SURVEY. 2♦ THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, AT ABOVE-OKIED TO )UNDWNORKING LWHICH r- EXIST IN AREA. EXACT LOCATION OF MAY VARY FROM THE LOCATIONS INDICATED IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION Of SUCH PIPE LINES, SUBSURFACE '—'— STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU 010� DRILL OR BLAST, CALL U.F.P.O. 1-1100-962-7962. 3. LAND DISTURBANCE PENT & NYSDEC NOTICE OF INTENT IS REQUIRED PRIOR TO SOIL DISTURBANCE:. ! 4. SURVEY ELEVATIONS ARE BASED ON SARATOGA COUNTY CIS. I 56 NO OPEN TRENCHES HES WILL BE ALLOWED OVER NIGHT OR DURING I OFF WORK HOUR& Mbe SCE: r- _ _ 1 BASE MAP PREPARED BY DARRAH LAND SURVEYING, PLLC, TITLED 'MAP OF A BOUNDARY SURVEY, LANDS NOW OR FORMERLY OF DAVID A C. EGIW, DATED JULY 02, 2019. EXISTINC � EROSION QMTROL NOTES• RES \ THE OWNER AND CONTRACTOR SHALL COMPLY WITH THE PREPARED FOR THIS PROJECT AND AS A MINIMUM IMPLEMENT 9 i TIME FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES: 1 1, CONSTRUCTION AND MAINIE NANCE OF EROSION AND SIT CONTROL MEASURES IN ACCORDANCE NTH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 2^ INSTALLA71ON OF EROSION AND SE MENT CONTROL *` MEASURES AS 94004 ON THE PLANS OR DETAILS AND AS NEEDED DURING IW ORAL COURSE OF WORK. 3 SOIL EROSION WILL.. 00" AFTER EVERY RAINFALL UNTIL TURF IS ESTABUSHED. IT SHALL BE THE CONTRACTORS \ RESPONSIBEJTY TO REPAIR EROSSION AFTER EVERY RAINFALL FAILURE TO REPAIR MINOR EROSION WILL \ RESULT IN MAJOR ER06WN AND POSSIBLY PAVEMENT EXISTING Yi AND STRUCTURE FAILURE, PRKIIi TO SITE DISTUIRSANCE, EROSION AND SEDIMENT CONTROL MEASURES SMALL BE IN - PLACE, 4, TEMPORARY I'ISTALLATM OF STABILIZED CONSTRUCTION ENTRANCE PADS AT ALL LOCATION WHERE CONSTRUCTION VEHICLES ULL ENTER CM PUBLIC STREETS. ALL PUBLIC STREETS TO BE ROOM= AND MAINTAINED CLEAR OF SOIL ACCUMULATKIN. S. EXCAVATION WORK COED OUT DURING PERIODS OF DIpOOiT MEA11I>;R SHALL. REGIUIRE ADDITIONAL EROSION C N1R0L MEASURES AS MAY BE NECESSARY BASED ON CONDITIONS. 6. ADDITIONAL EROSION CONTROL. METHODS INCLUDING SOIL STABILIZATION MATS. PLACEMENT OF STONE. PLACEMENT OF SOIL MAY BE REQUIRES DUE TO CLIMATIC CONDITIONS (EXCESS RAIN, ETC.) 9 7. STABLIZATKIN OF uwnAwm AREAS TO BE PAVED BY COMPACTION AND APPLICA11ION OF SUBBASE WITHIN ONE MONTH AFTER U71UM ARE INSTALLED. 8. VEGETATIVE STADLIZATION OF DISTURBED AREAS TO BE SEEDED INCLUDING R.OQML AND EASEMENTS WITHIN TWO WEEKS OF FINAL GRADING 9a PLANS SHOW TEMIr'ORW SOIL EROSION AND STABILJZATKIN MEASURES VNICH SHALL BE MAINTAINED UNTIL ALL AREAS ARE STABILIZED. 10. THE CONTRACTOR MALL BE REVONSIBLE TO SEED AND MULCH OR HYDROSEED AND 70 PROVIDE AN ADEQUATE WATER SOURCE AND HOSES FOR GERMINATION OF THE a9 SEED. 11. IF THE CONTRACTOR ELF NOT TO INSTALL IMPORTED TOPSOIL OR SPREAD TOPSM FROM THE SITE THE SEEDINGI MAY NOT ESTASUSH ITSELF OR MAY BE SUBJECT TO STRESS FAILURE. THE CONTRACTOR SHALL TAKE COMPLETE RESPOMSI L17Y FOR ESTABLISHING THE LAWN BY PROPER WATER AND FERTuZING. l 1. ALL TREES TO BE CLEARED WITHIN PROJECT LIMITS EXCEPT WHEN NOTED. I \ 1 2. DWURBED AREAS TO BE TOPSOILED do SEEDED. 1 � 1 � I F � s rlm"y �v d Im I� a< �y & MTA ALI M OF THIS ld «3 r a [+ ri ii a DOCUMENT EST BY A Llcanaaa SAL f w a2 a a d Oi ed !+ .li Mi N N.YZ Umm MIN 0" EXISTING CONDITIONS, EROSION & SEDIMENT CONTROL MIXED -USE BUILDING ONE DRISCOLL ROAD CITY OF SARATOGA SPRINGS COUNTY OF SARATOGA STATE OF NEW YORK DENGINEERS, LLF 411 Union Street 0 Schencetady,NY 12305 n 518-377-0315 Fax 518-377-0379 jnJ www.abden&cotn DATE® SCALE: DWG., SHEET OF AUGUST 27, 2020 1* - 30' 519OA-S23 3 11 N CECILIA AND LANDS MONACO BOOK 1378 PAGE 338 191-1-27 EXTENSION I I. PROMTY LINE BASE MAPPING PREPARED BY MAP 0• E•... ABOVE —GROUND STWICTURES AND/Oft UTLIM BELIEVED TO EW IN THE WORWO AMA EXACT LOCATION OF VHCH MAY VARY FUN IME ` LWAMNS 04WATED. Of PARTICULAR. APPROXIIIIIAIE UMTION OF SUCH PIPE LINM SUBSURFACE OR MAY NOT BE SHOW, AND IT SMALL BE HIS 1 70 PWXM VAIN SWAT CARE IN EXECUTING ANY WORIC MOM 99 YOU 01% DRILL OR • t KLIIIIAMI PRIOR• Si • ti" 4 SURVEY ELVAMNS ARE BASED ON SARATOGA COUNTY Gil NO OPEN WHICHES VALL BE ALLOWEDOVER G• - DURING OFF rHOURS, BAN MAP PREPARED BY DARRAM LAW SURVEMG. PLLC. TITLED wMAP OF A OMMARY SURVEY. LANDS NOW OR FORMERLY OF DAMD MAP C. ra DAYED JMY ,y i S 82 04iD a E 1 VN.4/ .! T T i T • • • • s l y- ALL -�lr.�,,,,'''�,l• ._••i •rris - - ...rrr .sw �•® ass IMI® .ram w•ram r ii ar+•.wi.+•r•wr +�w•ir7rrw•rr `' (�y{''�.+.,, _ r ,, . .:. • r • • r a a r • ,, anal r a a a • • a • r ♦ a a 11, r i �. fir-r+ a s ADVW ALOW .. .. . r r. e.. a • a a •. a r r r a� \ , \ \ \ \ \ \ + + r r a a.. a a a a a a • r a • r • a w --�., — TI —_ .\ \ ` `{ ."ERi,../ w WX4NW SvE Ani SE LK tT "1—r r r �Ar-&ENr r 0CUa S r r r a • a a r a a r i Ski .•AM OCOUNW a ♦ i tiR t!V!6ll7MAY 241 2M9 _ . � a .. r • _. .,.. r • • • a r w r r a r r a . r r— a -i i • r r r ` \ NJ \ •� y - a a a a r a r U• • p�LA70 VOVEhW 2P • \ r' o I �� `",� f ° AL um A9MNV�B MAIL I I a r BY '�,� C� C�7yy♦� . . a a . I . . . a . . . . \ 'I � N i� \ IIIE' I r .. .. a a a • a a • r r r r • A T C 17ITS \ W ' V V! \. '`' _' 4`• i I 7\ I p�f � MAY 24, 2419 _.. • a a • • a i a a r _ r a a • UPDATED 44 2021 a r • i r I • a �'r -- 1' ---- �\ I "" — - 6 . ' .,_. _. \ • - r r I I I � ,.a r r a r a _ r • a • i �/ / /lF7I % _ a a • a a r a r ',►\ a r a a a w r a _ �.^ 1 � • a a _ "'• " -., - 7ilf/« `� � ` 1 _ i I PEW AL FPMAL MEXArs/ ,,.: -.,.._. _... -•..._._-E6�1R1+'YAR `) _ °! -" _ '` �2? � „-„ .... - --` ,�" ,. I 1 I _ a r • • • • _ �....-.— SIDE 100 SETBACK _._ / /. • � � � _ C � � � /',�''� _ .-- ---•"�. ., ' � / / / `' / / \ � � �, \ � - . _ .,. ??g ??sue . _ - _ ! - - - ,ry I I a / — TREES TO �r BE SA W DpAmm 2�s--' � ' / .^.. _ 1 /�illG r ` i ,,,. 1 •-'' � � ` / ' -- _ = —t� I I I I i \1 - i I . '� a i a a i i , • '. I TAX IDS 191.-1-25 ' TOTAL AREA 5.95t AC. FUTURE iODX SEPTIC RES>ERWr AREA % f ' I r TENANT 2 10' I =Z V ' 8' I a� PROPOSEDZ-97i�Y,, � J�NANT� #�Sf►� r 8L4• Tl I / II � \ / 4/> 1 (11}0 0* SF �' EXACT COCA IM TO 1 a/ BEAE7ERW*V 7iic A1�EA i 1 I I I I y 1 1 1 BY NAV M IL 11 1 1 1 1 a���I►I III/ I -- -.- ./ FRONT so' sEleAac � \ � ,� � , ,f, , � R � INsrALL RP, Y. 8F, EF J % Q PANVACD . 6NE=W�Ii WAY— ��i . 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It NNiER MAW CROSAW IWTARY SENEM SMALL SW METALLED TO PROMW A AM M MAW bERWAL OWANC'E OF to MATES 897NEEN THE ONIW OF TIE NNW NAW AND INE OI/ME° OF IW 94WARY SEWER W AVXL AMY NFKW THE NNTER UNNt CROSM AMW OR BELOW IW 1SbM rAOW SEIIEIEI FtW ALL GROSS10ft OAC RAL LEIYiliil/ OF WATER AtW SML K LOCATED SO TNAT EACH AWr 94AU BE AS FAR AMY AS PlfrApNMlE PKW PC SAAWARY SVNER 3+50 1 /r fit l.1 I r � r I sr � !11 11 r1�.1�/E� � �� fL�r• 0 rip j w mw om JAM ✓ -� v ,Sr TROOM, V 1 ma =� ii� . .► ��W r • ( tt : • -� WAWM is / Tr - 3 f J �. ]/ ♦ r r r{ 1_ Al OF �a Ef r E as Ei"t1 i �iE �a�/ AIR lk W*4 T TO o r SK � A HOLES RAM GRAM i`+°�` M 4'--r ALA. 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HOT MA ASPHALT am .mow No SCALE w 6• --CONCRETE CAP �i waffS r S€ r Arm� 809-0 owAt AM* AND PMT t ASP sAr MEL.LJow �� it Y �- �uc�.--- �r�er roc Aaaior�► Leo► I 1 r r4 } now of n�rs OMMNDR EXPI BY A 4 � �,�ppa �, QJT' Y E MNIE-+A�11► 6W.NiAMME'D � � � t3 � � 3 r,i � � t�+i ��i ALIERA 4 -aw CIIOIJND SUWACE NW~ffAL L,K9ENM PrArl1LLMom '.7 v*l iW MY01 I' al qN /A Wl: . t AN l if i • l w II um ril ILYA I ♦• ♦ t.J y ♦ . 7. , 1-1 ►: AXU ACCESS HATCH 2" ou SEM NAW pw "mo LIFT SWTARY PLASTIC PLATE f -------------- 1101 \-Mu PS L-7 1 — — — — — — — — — — — — — — - \_2- FM 10 Arsaw AM Rl zow QmLm PRECAST OEM r— — — — -- — — — — — — — — — — 6 oxyr op am L ---------------- i r— — — — -- — — — — — — — — — — L------------ Tj I AND MOO jlkff COACWW &FnE - 4* CUW co*a" 0") a so IGO ISO m 250 T OWN: my W Sloam mow= A = PUMP PIT TO BE 2.000 GAL SWIIC TAW SET LEVEL ON 6" OF GRAVEL WA-19—WW a 11.5 FWMK HEAD - 12* AT 53 GPM PUMP TO BE CAPABLE or 011 &AILAWL AT Itat FW, VFAL OVNAMIC HUD lw -Wft MODEL ME3F BY VVION irg 14-91 OW =KIROL 04*1L 1 ~ NAN -IRS GPM AT IL7* TON H-O-A SWUH RbAt LEW MIW40L 90"WO UWM ALAIIIM L9W AND, LOWN V PIPt - IN! HORN. INSTALL ALARW IdW K40M r PWM Wdl SA OR04 3* GALLON TO PUMP PIT PUMP FLOAT LENTIL SNMU TO K SET e APART 0091110 - 20 SALLOG)b==445 MO)DW (225 GAL. PER, DOSE &2* W= PIER DAY). INSTALL PUMP 04 MW QW. fW #A= TO PUIP OR UN POWK OAK BACK DRAIN. NO LOW WO ON PVL 1111111L Qr IM NO10 Of 81111OWIN LINE FOR SAM WAIMU INK PULP MT. ANY aECTRICAL 01010401011 WIM WT WALL 70 SE VPLMM PROIN AM- 10 HAVE CAPABILITY TO BE OPERATED BY PORTABLE GIDIERATUL - It .10 0 .4 ....... . ... ... . ........... ...•... ..•..... .. .................................. sip . . ..... . ..... . .. ....... . ... .. . ... ...... .... % No Am rxmmXr amism- I 'N LAilm CROSS SECTIONAL VIEW LONGITUDINAL VIEW it Am -'. ief, i W0,71 To �Xl F Al SEPTIC DESIGN DMON PARAME7M 11 BEDROOM X 110 QPD IMO GPD COMMEROX SEPW FLW WE 380 QPD TOTAL OEM FILOW ilwo am OEM 710M WIDTH 2.0 PERCOLA" RAIE V/ 7 MINUllU AT 2r DESIGN RATE 1*/ 7 MINUTES; DESM APPLft" RATE 1.0 VD/U. AREA REQUIRED l."O if. mm"O" Lo" RE". M Lf. NUMUI OF 110CM a 0 tw TOTAL MOCH L801H PROVIDED L 000 I-F. 120 AM S' MW F&Wt FCCAT 94" Wa"AfiM QW= SYSUM QQ&EXOT NO NWAMAVON Of ALL SWTARY OWNSAL, SYSTEM CWONEXTS SHALL BE CONSISTENT IN EVERY WMI VM INK STAHIM0011 GET FORM BY TINE NEW YORK STATE DEPARTMENT OF HEALTH. ALL %=116"W AND NAM" SHALL. 001010IN TO NEW YORK STATE DEPARTMENT OF HEALTH WASTE UMIMBIff HAIIIISOOK 011DIV1110JAIL NOUNNOLD SVSIEMS AND ANY APPLICABLE TOWN STAND WASTENAER DISPOSAL SXSIEM BEING A. BUILDIM TO SEPTIC TAM f SOW PrL TIGHT JOINTS. MINIMUM SLOPE -1/e/PT. (PVC. SCH 40 OR AS AUVM BY SUILOWIll WARM" D. > PW TAW . C SOLID PIPE. 104T JOINTS. MINIMUM SLOPE - I /Sm/FT pw% on xl� * PUMP TAW TO 01OW40UIM 90 -. r SOW PIPE. =HT JOINTS QwA to 211% * 001111111SUVON ON TO WLlRAlOR LATERALS: 4" SOLID PPE, TIGHT JOINTS. MINIMUM SLOPE - 1/8'/FT. =Ilc IAW-&UiAf! IMK 1. IV UW AND PUNS UNK TOM SEPALEN 2A00 GAL SET LEVEL ON W OF CRUSHED STONL SEPTIC UW To RAW ON 40 M T AT KV AND OUTLET: INLET Itr BELOW FLOW LINE. ir ASOVE FLOW LINE, OWW W BELOW FLOW UK Or ABOVE SEM LIME. Is AIR SPACE ABOVE 'T's. SEPTIC TAW SHALL BE MAIRIFAICi -- 11i BY 111VARDINI ODNOIIIM 18C, OR 01HER APPROVED EQUAL. 0151=319H 00 1, 01111101111000111 SM TO BE A WA VOW STAW 06PAR1iIDIT OF HEALTH APPROVED PRECAST CONCRETE WHIN IWO= WdA 10 OR= FOR CLEANS* AO=L ON TO HAVE SUFFICIENT OUTLETS FOR LATERALS, AND TO K OWN== WN AN NWIOR SAFFIL OWBOUTM BOX SHALL BE M~AClUREO NY QUAMM COMMM INC. OR ONM APPROMM EQUAL ALVEMQU FIELQ_ 1. FU IIIIA111M : XL Um A PERCOLATION RAW BETYM 5-10 MINUTES PER INCH IS REQUIRED. SANDS AND UMV WM AN 10 BE UM ALL MAINIIIALS SHOULD HAVE LESS THAN 10% PASS14 THE #200 SEW AND K NON-PLAXNL WN SAIIIIIII AM TO BE ARIM"Y COMPACTED® THIS MUST K DONE CAREFULLY So THAT 1AVIS OF OWMW OMMWW PM NOT MAIM NE MILL SHOULD BE COMPACTED TO A DENSITY "m To IMT um Omm NA"ALLY 2, GRADE ALL AM M TO DAMAN LOW AWJ4 AND PROVIDE POSITIVE DRAINAGE AWAY FROM THE SYSTEM. or=T atNwm mm omwvkv% wair AND Foomos DRAINS AWAY FROM THE ABSORPTION FIELD. LSD DIVOWN OrICHUI UM NATIVE CLAY SOIL SUWAIX W IM lU MD TO IS GRACED IN A MANNER SO AS TO SHED SURFACE RUNOFF. SURFACE OF 114 IRE PIRD AM SHAiL BE GRASSED. 05MMAIM IDISM& SYSTEM NOTE5 1. THM IIIIIALL K NO CHOW ON 1INESIE PLANS IN ADVANCE OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF INE DOW ENMIER * NO HIIAW SMAPIlOff. VEHICULAR PAN" OR TRAFFIC SHALL BE ALLOWED WITHIN THE AREA OF THE SYSIDL * VERIFY to WA;Eltflmjl SMVV% ROCK OUTCROPS OR FILLED AREAS EXIST WITHIN THE REQUIRED SEPA"lom 4. NO GARBAN 4110INDERS; NAVAM NO SLIMIP PUMP. WATER SOFTENER. ROOF, FLOOR OR FOOTING DRAINS. COOLM WAIM BACKWASH ORARM M SHALL BE CONNECTED TO THE SEWAGE SYSTEM. • DO NOT WM — 00*4 SOWS OR TOILETS. DWELLING TO HAW WATER SAW* PDgLN1E#1 14CLAIMS INT NOT LIMITED TO LM IRM 2 OM STOW HEADS LOW WARR USE IoLm ow Pm rfislwom ONOM WATER OONIMAYM PRACTICES. • jjj**T 01111011AM ROOF ORNNS INTO THE GROUND NEAR THE SYSTEM OR ALLOW DISCHARGE FROM ROOF TO 00 OVER IW SY"K ROOF DRAINS SHALL NOT BE CONNECTED TO THE SEWAGE SYSTEM. 7. MA0111NANCE SCHEDULE -. THE SEPTIC TAW 91ALL BE CHECKED ONCE EVERY TWO YEARS MIN. AND PUMPED W NEORIMY. IF =NFICAlIT BUR" OF SOLIDS 6 NOND IN THE SEPTIC TANNIC, PUMPING SHALL BE DONE MORE 10111100LIONT, AND THE 19141111110M SHOULD BE NOTIFIED S. RIRF SURFACE MUST BE MAINTAINED AT THE SYSTEM ABSORPTION FEW. rdQNSMCjj0N INSPECTION 1. CONSINXIM INSPIWIM STALL BE POWORM BY A LICENSED PROFESSIONAL ENGINEER AND/OR A REPRESENTATIVE OF THE CITY OF SIARAVDGA SPOWNS BUILDING DEPARTMENT PRIOR TO CONTINUED CONSTRUCTION AT THE FOLLOWING POINTS: SI FOMIE BACKIPILM BUILOM SENIOR SEPTIC TAW, WPM DISCHARGE PIPES. ALL CONCRETE STRUCItm one"#= UNM ETC. OURINIS PUW STA"ftIOSPIOTANK PERFORMANCE TEST UTILIZING WATER PRIOR TO BAC*XLM Owl"NAFRON sysim A"Dt IN& OL40M 2. ODNINACM TO PROVIDE AS -GMT SKETCH TO THE ENGINEER. 3. CER*VAlION W A PRWESMAL 0104EER SHALL BE PROVIDED TO THE BUILDING DEPARTMENT UPON CWWW OF w 1VE SYSNK AND PRIOR 70 THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. BOARD TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL SUBGRADE - COMPACTED TO 90% STANDARD PROCTOR PARKING LOT 1-112„ 2•• 8-10" <0.3 MILLION STANDARD 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED/ <30 TRUCK 2 4" 12" MILLION LOADING NOTES: SEE NOTE 2 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. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN. 3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS., ASPHALT PAVEMENT QETAIL PAINTPAINT SCHEDUM11 SARA'OGA STD. PABIRRIED AS FAR AS P AS CLOSE DOLOR OF ML*.s.£R SUPER CEI/TU MON 2. 6- PRII " IRRED AS SIZE OF BONNET AND COLOR OF A••«423 VM 4" STORZ '' 7 MIN POSSIBLE MAIN CONNECTOR COVU, BARREL COINtEmm V-Cr MAX. 4RwO Yx..-:OW (SW I.OtT 2) RAM 8' IMUN, FOREST MLOW PAV04W OR L VaLaw °p 1* KW.AL IN 12' CRRallAY BAMLOW BREAK FLANGE— A-W AREAS 14' GREEN, LIGHT YELLOW OWEST PART OF CURB 16" ORANGE 0W aOLn TO BE fM1lISlIEp GRADE 20 8(ACk OLOW A NUN. 1-1/2' 24- tow MLOW A601l F.G. AND A MAX. S' AgpVE F.G. p r YDRANT,S SMALL NAVE A •r Y I u MM,ItTMLJM CLEARANCE OP uI SO" FROM BOLLARDS, 4 �a e WALLS. UTILITY POLES AND OTHER OBSTRUC?IONS. _ q jE VALVE BOX 6" M.J. N cf � PA� d.SARA1C7LiA� + I PW.YETNEIENE OR n 3/4' TE-ROD FOR T S7 RESTRAINT 511DNL1 . ER BUILDING PAPER EACH S ALIEtLi CSO$) CRUSHED STIONIF ,. SIZE 1 NO 1A A (Sm NOW 3) TI D MAIN ORW a CONCRETE THRUST ' BLOCK. 3,000 (NOT Rec-D W R.G. OR TILE TOGS ARE 7 BEDDNG. PVf LONE M.J CONCR '. RUS`- USED) BACKRL T111114M TO ANC.ORINC 8 X< 3.00W,' NOTES. TRVXH WAD. 4WD. TIZ ( _P ) Off API A1N fL+ LEN LIB. '•#akmO MORL Ae WC '?GA } TEE V,, R "SARI O6A HYDItAM" MAVYwIG 3­1/4 tNCN 2. HVDRAN#S%LASHALL 99 ML4UVDIP SUIF t C04WRIONI A-423. *0 � Ad= � Oi NIVO VALVE i>PEI04C% M 2-1/2 I!0•.IE NOZM 070 NATN04. Su"N'MOW MiLA1DS A1$ VC 4 1116t# S'.OR;Z 9UIOK RUJAS OONNECION. ALL OVDRIiNT'S SMKL NAVE SIX NCH MISCHANCAL JOINT NV CIS, A 7 1N /CUAWS NUT - ALL HYDIIAN11t !HALL MIST ALL AYIWi14 SPECIFICATONS FOR 150 PSI t OWW PRESWRIE AM 300 ft MT p E. 3.) ALL VALV "O SHALL K MtlUCR MWEANCAL JON7 R1/. XNT %VM OA'IC YALVCS AS P'CR AWWA RWAVAM "A A 250 PSI +NONUM PRUPAC NON-IRISING S1EM, W"N A 2' SGUARIC OPMAYING NUT "- QjQLN= "SARAIWA STAIMDAW w14 A CAST AtlROW `110 INDICAU D/lilCIM OF OPMhVMtD, 4.) PROW LOCKING VALVE DROP UDS ON VALVE BOXES SERVING PRNAW DOTIESIIC. IIIE/ ft*U W AND O PRIVATE Mm E.�..�MlNT DETAIL. N01V nW HVMW VW NOIE M LL K MUMM AND TAOGM P WATIM TABLE 4 USS THAN O! EWN. VO T-FT 8MO W {TII*M SMACE" E 55' MIN. RIGHT -OF -WAY - PRESERVE EXIST. TREES-V STREET LIGHT x j3't GRAVEL SHOULDER\� TOPSOIL, SEED, TRAVEL LANE �/ \\ �` AND FERTILIZER \\ (TYP. BOTH SLOES) ASPHALT ` 1�) PAVEMENT (SEE DMWKL ETAIL SLOPE 3, \ PER FOOT / 1' MAX LP ------i T' MAX PROVIDE SWALE IF--/ SOIL CONDITIONS REQUIRE *SANITARY SEWER 'WATER BURIED ELECTRICAL SERVICE * WHERE APPLICABLE CABLE TV SLOPES SHALL BE STABILIZED TELEPHONE WITH AN APPROVED SEED/MULCH/ NOTE: FERTILIZER NATURAL GAS SWALES AND CULVERTS TO BE DESIGNED FOR x SITE SPECIFICS, TO BE APPROVED BY CITY ENGINEER. MODIFIED RUR,6.L STREET QUAIL NOIL SM 911E PLM+1 FOR I M<CP OSM UTlUTY LACA7M AID WAT Off' 111m. OPPOSITE CURB LINE AS OPPOSITE CURB LINE AS PER UTILITY LAYOUT PER UTILITY LAYOUT DETAIL SS-14 OR DETAIL SS-14 OR 4' MIN. 4' MIN, MECHANICAL - JOINT TEE MECHANICAL JOINT CATE VALVE (TYP.) SEE DETAIL W-1 FOR SPECIFICATIONS JOINT RESTRAINT {SEE NOTE 2) OPPOSITE CURB LINE AS PER UTILITY LAYOUT « DETAIL SS-14 OR 4' MIN. ti NOTES: Ic>J 1. MAINS SHALL BE VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO (2) HYDRANTS AT ANY GIVEN TIME. 2. JOINT RESTRAINT REQUIRED A.O.B.E. (TYP.). UPON PRIOR APPROVAL OF CITY ENGINEER, CONTRACTOR HAS THE OPTION TO USE MEGALUG SERIES 1100 SO WEDGE -TYPE MECHANICAL JOINT RESTRAINT AS MANUFACTURED BY EBAA IRON, INC. SAWCUT LINE - SEE DETAIL SS-6 SEE PAVEMENT SECTION DETAIL SS-5-_ ORIGINAL ASPHALT WEARING COURSE(S) PAVEMENT 7BASE COURSE STRUCTURAL I (SEE NOTE 3) •" SECTION B. (S EB SE COURSE tz ORIGINAL SUBBASE COURSE OUTSIDE CROWN PIPE SPRINGLINI BOTTOM O.D. - f TRENCH WALLS LAID BACK PER OSHA REO'MTS OR SHEETING A.O.B.E. i1N PVMT IN TURF 4" TOPSOIL. FERTILIZE. LIME, SEED AND MULCH BORROW: WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. 1-1/2- SIZE, NOT MORE THAN 3 20% BY WEIGHT PASSING 0200 SIEVE.OR NATIVE MATERIAL, A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12- LIFTS) ..r. x;•� !" �'4: O�I1 PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL .` GRADED SAND WITH 3/4' MAX. PARTICLE SIZE AND NOT MORE THAN 10X PASSING #200 <'• SIEVE (USE VIBRATORY COMPACTOR WITH 8- LIFTS) 1y PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 2) I.D. + 3' MAX. UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. NOTES: 1. STREET OPENING PERMIT IS REQUIRED 3, BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 2-1/2" SIEVE - PASS 100% BY WEIGHT SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1-314 SIEVE - PASS 95-10OX BY WEIGHT 1/2- SIEVE. 0-15% PASSING 1/4" SIEVE 3/4 SIEVE - PASS 60-75% 1/4" SIEVE - PASS 25-45X OR #40 SIEVE - PASS 10-25X SIZE DETERMINATION R2: 10OX PASSING 1-1/2' SIEVE, 90-100% PASSING 0100 SIEVE - PASS 3-12% 1" SIEVE. 0-15% PASSING 1/2" SIEVE. 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304. TYPE 2. FIELD CONDITIONS. PIPE EN!QH 12ETAL F11•SLIED 0 ' FULL LENGTH OF ► T CENTEREO ON SEWER LINE (SM N01ES) :n �a WAlm LINE SANITARY SEWER (GRAVITY OR FORCEMMN) OR STORM 'SEWER SEE NOTES WE MffWS NO TF S: I ;REFERENCE - RECOMMENDED STANDARDS FOR,WAiiR_WQRKS._t"f YR "TEN STATES STANDDAROS") WHEI+ WSTALOED PARALLEL. ALL WATER AND SEWER LINES SOY HAVE A MINIMUM SEPARATION OF 10. EDGE TO FDG€. iF MINIMUM GANNO" BE MAN- TNNED, WATER MAIL SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SALLF TO ONE WE OF SEWER, WITH SOTTOM,. OF WATER MAIN 18" MI1NIUM ABOWE TOP OF XR PIPE. WHEN OnU& MAINS SMALL ISE INSTALLED '0 INSURE -0- MINIMUM VERTICAL SEPARATION WTWEEN PIPES, OUTSIDE TO OUTSIDE, WHEW WATER MAIN IS UI A. ; SEWER. ADEGUALYE STRUCTURAL, SUPPORT 5�•-ALL Br PROVmED FOR THE SEWF._R TO PREVENT DAMAGE TO WA,ER MAIM. AMEN IT IS NMPOSSIBLE TO PROVOL THE ADO* MINIMUMS, THE SEWER SMALL BE DESIGNED AND CONSTRUCTED EWAL TO WATER PUPIL. AND SHALL •E PRESSURE TESTED TO ASWft VINURRGHTNES5 PRIOR TO BACKFTLLM. UTILITY CROSSING DETAIL HIM SANITMY SiMER Wf AVA9.ABi.E fort Tilt PROP'! V, • s �tl � � � IOt1TM 2�" _ y TIA so w Mr aWTR e.', so �011111 � rffafta& BLOCKTHRUST GR SECTION 1` -Mow 11111101111111111 in - - - "AIR um few Pao" lip ON, aalw.rcWm ar ft M it 111IIIIII` 0251 i� I WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK UNDISTURBED SOIL NOTES: 1.) SEE DETAIL W-4 FOR JOINT RESTRAINT SPECIFICATIONS. 2.) SEE DETAIL W-6 FOR THRUST BLOCK SPECIFICATIONS AND SIZING. NOTES: i_ CO NCRFTE MALL BE 4000 PSI. SEE DETAIL SS®7 FOR 6_ APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: OTHER CONCRETE SPECIF,CATiONS. Vt = LD (W + I.U.) - Y,O. 2. FOR KOORLD SEARK AREA AND DIMENSIONS L A D 0, WHERE: SEE SCNEDULJ_ BELOW VALUES OF L AND O OTHER THAN V = VOLUME IN CUBIC YARDS THOSE SHOW IN THE TABLE MAY BE J SED PROVIDED THEY L = LENGTH OF BLOCK IN FEET VI A BEARING AREA EQUAL TO OR LARGE.:t THAN THAT 0 DEPTH OF BLOCK IN FEET W = *PIN OF BLOCI( IN FEET 3 COMOETL NOT TO OVERLAP ANY JOINT. LJ = INSIDE DIAMETER OF PIPE IN FEET XlEcu m 7. REQUIRED BEARNG AREAS ARE BASED ON ALLOWABLE SOIL 4_ CONCRE'E "G 8E PLACED SO AS NOT PO INTERFERE "NC CAPACITY OF 2OAO P.sA. WITH A SAFETY PACTOR OF '',7 PRESSURE OF FLUID FI OW IS BASED ON A 30O" MTH REMOVING OR INSTALLING ANY OF TIIE JOINTING HARDWARE, 8. IN MUCK, 'EA- OR RECENTLY PLACED Ill_ AL_ THRUST SHALL, S. BEARING AREAS FOR THRUST BLOCKS FOR WATER MA04S LIE. RESaSTED BY PILLS GR TTE+ROO5 TO SOLID rOUNOAllONS, LARGER THAN 12' DIA. TO BE APPROVED BY CITY ENGINEER. OR BY REMOVAL OR SM IIII1STABLE MATERIAL AND REPLACEMENT WITH EAL�.AST OF Sli11CRINT STABILdTY TO RESIST THRUSTS, ALL AS RE.QUIWO BY TH£ CNGILIE'tlJt. REOU RED BEARING AREAS & )IMENSIONS FOR CONCRETE THRUST BLOCKS 799E 90' (1/4) BEND 45• (1/4) BIND 22-1 2' T 1 BEND T -1 4" 1 IV PIPE SIZE IINCHES AREA SO. FL omNI$jm AREA L DMIENS4HISS --F. AREA SG. DMYENSIONS AREA SQ. PT DIMENSIONS _ 0 x L AREA DIMENSION$ so F- Dx L x L L x L B 3.2 I.13x2.5 4e3 Z9x2.5 14 1.5x2,0 1.2 1.0x1.5 0.6 a$x1.5 d 9.7 2.0x3.0 &6 2.6x4.0 41.3 2.0 x 2.6 12 1.5xIZ t.t 1.0x1.5 10 0.0 3Z x 363 It$ 3,0 x 4.5 U 2.0 x 3.0 1 3.4 1,5 X 2.5 1.7 1,0 11 2.0 12 12.7 3.5x IS 1&0 4.0 x 41 9.7 2_5x 4.0 Ti1! 2.0 x 2.5 IS 1.5 x2.0 -TO BE MSTAt0 AR01JNNp LOWED WTAW W LwnTS OF CL ARNMIG AND GRALMA/G PRW TO COWNNCENENT Of St H ACTMTlC USE ON TREES SHOW AS "!REFS TO REMAIN" ON SITE PREPARA MN PLAN TREE PROTECTION DETAIL. EJE ''1 11 . ITI -L I T E 1'.,-LE TFEE ' ILTIt LE T-EE o« .,LL • I H-1 ILI .I ''T 'i I E E- E H F T• EE I. I. HE • • THI I _ t.t=E= C THE "I' llf: _ h 4=11.LI Y • 11 .11•E F FEET F I: THE ! • ' TI '.1• TH=T H 1 L E - 1' • _=TE:TEC = FE' :1 r =•H= I I -HE:. TIT! =L T I.E= -'E= .III, :,L r t AITHI FEET F ,. T TI T -- E _ • • T EE I TE TI -11� FEI. Ell, F T rt/ lu .: '; _HI-ITE_ _H FE', F FE', _ I',•_ m1I �-711;; TE T EE I TE Ti , FEI. 11, .H ,LL I-E E E TE -T THE E_ '-E 'F THE ITI.-L F- 'T __E F E 1'. -FI_F T THE ' T= T F -'I TI I TI I. TI IT THE I TE TE ITT L I., T I E F E H TI-EE H-LL E, TE`I- F THE T-I_ .It - "it .11, , I.' _ I_T_I••, E F F 'T F E- H It. H F T' ' 1 1='.tETE . :.HI-HE:EF F E-TEF FE', E H-LL E r.'I II.' 1% HI, H r -LL I E -. 'E - I. T' -TE F H-I'ILIIJ FE', E H-LL E TE E TI -L T 1. E, :11,- I T THE 11. I T T -; -II -I I T. -'I 'Al T I-E E T E TH-1. - ,T T F ILI', F 'J1 -TE I'L EHI I L- TI -FFI- _T_ -.E �_F E_ -IF '.'E .T _HrLL LE-LL?1:E_- `.ITHI-I THE THE FEI I FE`,- I'T, H-LL 'I -T ;E I' .E :Et,,. ,E" -'.LE' = r .E FI ITT F'=E TEF FEE' -I'.; .I:'.":'E _'•ET=.ILE_• Lf :T LE F.-.TE_ I'. a A I'LL '.'1' E'-T L , -Ti 'I DETAILS AND STANDARDS FOR ALL WATER SUPPLY CONSTRUCTION DETAILS THE CONTRACTOR IS REQUIRED TO CONFORM WITH THE CITY OF SARATOGA SPRINGS DETAILS AND STANDARDS. THE CONTRACTOR IS REQUIRED TO SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER AND SCHEDULE A MEETING WITH CITY OFFICIALS I PRIOR TO CONSTRUCTION OF THE WATER SYSTEM. ;1�,•:!:i!:[H=1•IaT::•� J•Y.iI•LSL� BOARD s END ROAD WORK CONE SPACING NOT TO EXCEED 40 FT. U SKIP LINO VEH *3 LANE CLOSED MERGING TAPER L (SEE TABLE 302-02) SHOULDER TAPER (SEE TABLE 302-02) RIGHT LANE CLOSED YY ROAD WORK XX VEH *2 (SEE OTE END ROAD WORK TTREAM TAPER SEE DETAIL RECOMMENDED D ROLL AHEAD DISTANCE (SEE TABLE 302-05) END 1 END ROAD WORK 1 ROAD WORK v o 50`-1 w TAPFJNTREAM A AN�EL.IZING DEVICES 5O -IW CONE SPACING NOT TD STREAM TO EMM 40 FT, (1 SKIP LINE) SPOTTER RECOMMENDED DETAIL 302At SEE NOTE 6 NOTES: 1, SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD. BUFFER SPACE 2. IN URBAN CONDIT14IMi. ADVANCE WARNING SIGN SPACINGS MAY BE (SEE TABLE 302-02) ADJUSTED IN ORDER TO ACCOMMODATE SIDE STREETS AND DRIVEWAYS. IF 'THERE IS A CONFLICT, MOVE THE Slut UPSTREAM. 3. THERE SHALL 8E NO WORKERS, EM94ENT OR OTHER VEHICLES IN THE BU FM SPACE OR THE ROLL AHEAD DISTANCE. 4. THE PROYECTIVIE VENNICLEtS) SMALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE, RE AN UNOCCUPIED TRUCK POSITIONED PARALLEL TO TRAFFIC. PARKING BRAKE SET, PLACED IN 2ND GEAR (MANUAL TRANSMISSIONS /ENGINE OFF) OR PARK / NEUTRAL (AUTOMATIC VFH #1 SING. AND HAVE THE FRONT WHEELS ALLIED WITH THE 5. LEFT LAIR: CLOSURES ARE SYMMETRICAL TO RIGHT LAIR: CLOSURES. SUBSTITUTE LEFT LANE CLOSED SIGN (W20-5) AND THE COIKSP iN6 LANE ENDS SIGN (1114.2L). OR 6. CHAWLIZING #EVES SMALL BE PLACED TRANSVERSELY A MINIMUM OF EYERY OW AS SIN WHEN A PAVED SOLOS HAVING A WIDTH OF 8' OR CREATER IS CLOSED FOR A DISTANCE GREATER THAN 800. T. CHANNGELIZIN G DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. 8. VEN *2 5 ONLY lIEEDIED WHEN THE SHOULDER WIDTH IS a 81. A (SEE TABLE 302-03) END THUS SIGN SHALL HIl BE LOCATED A MINI" \ ROAD WORK G20-2 DISTAL OF FAND MAXIMUM OF 400 FT PAST THE END OF THE DOWNSTREAM TAPER. ■ ROAD W20-1 WORK (SEE TABLE 302-03) : an NOTE 5) X X RIGHT LANE CLOSED RIGHT YY LANE l-33 CLOSED 120-5R Y Y (SEE NOTE 5) C (SEE TABLE 302-03) AM PANEL MODE) ROAD IDNH ARK AREA WORK XX 24000 LB PROTECTIVE SPOTTER VEHICLE WITH TIBA SEE TAME 302-01 (Nmor s AAcAow T 819-Jw) KA TABLE 302-03: ADVANCE WARNING SIGN SPACING ROAD TYPE DISTANCE BETWEEN SIGNS SIGN LEGEND A (FT.) 8 B: TJ C G: TJ XX YY URBAN (130 MPH*) 100 100 100 AHEAD MEAD UVAN (35-40 WHO) 200 200 200 AHEAD AHEAD URBAN (145 MPH*) 350 SO SO 1000 FT. MEAD RURAL 5OO 500 500 a500 FT 1000 FT. FREEWAY 1000 15M MO I i MILE RIDE * PRECONSTRUCTION POSTED SPEIED LIMIT TABLE 302-04; REQUIRED SIGN SIZES* SIGNN NON -FREEWAY FREEWAY 620-2 3648 48X24 NYWB-33 4SX24 40X24 W4-2R 36X36 48X48 WWI 36X36 4OX48 120-SR 36X36 48X48 WARNING FLAG 1848 1848 *FFEMY SIZES MAY C007RAOM 0D NOT BE USED ON REEWAY, IF SPACE EXIST. TEMPORARY LANE/SHOULDER. CLOSURE RESTRICTIONS FOR HOLIDAYS -2023 HOLIDAY FALLS ON I PORARY LANE CLOSURES ARE NOT ALLOWED FROM NEW YEAR'S DAY SUNDAY, JANUARY 1 BEGINNIN 16 AM FRIDAY DECEMBER 30. 2022, AND ENDING 6 AM TUESDAY JANUARY 3, 2023 MEMORIAL DAY MONDAY. MAY 29 BEGINNING 6 AM FRIDAY, MAY 26. 2023, AND ENDING 6 AM TUESDAY MAY 30, 2023 INDEPENDENCE TUESDAY, JULY 4 BEG�INI" 6 AM SATURDAY, JULY 1. 2023, AND ENDING 6 AM WEDNESDAY JULY 5, 2023 LABOR DAY MONDAY. SEPTEMBER 4 BEGINNING ING 6 AM FRIDAY. SEPTEMBER 1. 2023, AND ENDING 6 AM TUESDAY SEPTEMBER 5. 2023 THANKSGIVING DAY THURSDAY, NOVEMBER 23 BEGINNING 6 AM YIEDNESDAY, NOVEMBER 22. 2023. AND ENDING 6 AM MONDAY NOVEMBER 27, 2023 CHRISTMAS DAY MONDAY. DES 25 SEONNNING 6 AM FRIDAY, DECEMBER 2Z. 2023. AND ENDING 6 AM TUESDAY DECEMBER 26, 2023 TEMPORARY LANE/SHOULDER CLOSURE RESTRICTIONS FOR HOLIDAYS -2024 HOLIDAY FALLS ON TEMPORARY L.q4 CLOSURES ARE NOT ALLOWED FROM NEW VEAR'S DAY MONDAY JANUARY 1 BEVANINIG 6 AM FRIDAY DES A 2023, AND ENDING 6 AM TUESDAY JANUARY 3, 2024 MEMORIAL DAY MONDAY, MAY 27 KOINNING 6 AM FRIDAY, MAY 24. 2024. AND ENDING 6 AM TUESDAY MAY 2S. 2024 A THURSDAY. JULY 4 BENIG 6 AM 'WED AY. JUICY 3, 2024. AND ENDING 6 AM MONDAY JULY 8. 2024 LABOR DAY SAY, SEPTEMBER 2 BEW01ING 6 AM FRIDAY. AUGUST 30. 2024, AND ENDING 6 AM TUESDAY SEPTEMBER 3, 2024 T'HANKS< PAW DAY THURSDAY. NOVEMBER 26 8EDWOM 8 AM MMSDAY. NOVEMBER 27. 2024. AND ENDING 6 AM MONDAY DECEMBER 2, 2024 CHRISTMAS DAY VIDNESDAY, DES 25 BEGINNING 6 AM TUESDAY. DECEMBER 24,, 2024. AND ENDING 6 AM MONDAY DECEMBER 26, 2024 TABLE 302-01: PROTECTIVE VEHICLE REQUIREMENTS NON-FRRrENAY ROAD TYPE A SPEED FREEWAY CLOSURE TYPE a 45 MPH 35 - 40 MPH s 30 MPH EXPOSURE CONIDITRiNAS WORKERS ON FOOT OR VEHICLE EXPOSED TO P. TMIA P. TMIA P. TMIA P LANE CLOSURE OR TRAFFIC ENCROACHMENT OTHER HAZARDS NO WMERS EXPOSED P. TMIA P, TMIA P SEE NOTE 2 WORKERIS ON FOOT OR VEHICLE EXPOSED TO P. TMIA P. TMIA P P SHOULDER CLOSURE TRAFFIC OR ENCROACHMENT OTHER HAZARDS NO WORKERS EXPOSED P, . THINA P. TMIA P SEE NOTE 2 !^ i P: PROTECTIVE VEHICLE REWIRED FOR EACH CLOSED LANE It EACH CLOSED PAVED SHOULDER 8' OR WIDER. IF THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE PROTECTIVE VEHICLE SHALL BE REPOSITIONED ACCORDINGLY TMIA: TWA REWIRED NOTESa 1. THE EXPOSURE CONDITIONS ASSUMES THERE IS NO POSITIVE PROTECTION PRESENT 2. EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED TABLE 302-02: LONGITUDINAL BUFFER SPACE AND TAPER LENGTHS TAPER LENGTH: L (FTJ/ * OF SKIP LINES/ SRMNRNNM TAPER LENGTH: L/3 FTJ/ * OF SKIP LINES/ * OF PREC(iNSTRUCTION LONGITUDINAL BUFFER SPACE * OF CHANNyELIZING DEVICES CHAN8ELr1ING DEVICES POSTED SPEED DISTANCE E'TJ/ LIMIT BIPi) * OF SKW LINES FOR LANE WIDTH IN FT. FOR SHOULDER WIDTH (LATERAL SHIFT OF TRAFFIC FLOW PATH) 10 11 12 s4FT. 5-7FT. a8FT. 25 155/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 30 20015 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 4011/2 35 250/6 200/5/6 240/6/7 24016/7 40/1/2 40/1/2 80/2/3 40 305/8 28O/T/8 320/819 320/8/9 40/1/2 80/2/3 80/2/3 45 360/9 440/11/12 520113/14 560/14/15 60/2/3 80/2/3 120/3/4 50 425/11 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 55 495/13 560/14/15 600/15/16 680/17/18 80/2/3 120/3/4 160/4/5 65 645/16 640/16/17 720/18/19 800/20/21 BW/3 160/4/5 200/5/6 TABLE 302-05: ROLL AHEAD DISTANCE ROLL AHEAD DISTANCE (FTJ/* OF SKIP LINES FOR _ VEHICLES PRECONRSTRUCTION POSTED SPEED LIMIT (MPH!) STATIONARY OPERATION kam ..._....�._.,._. MAX a 55 120/3 200/5 45 - 50 80/2 160/4 s 40 40/1 120/3 tsm 1. THERE SHALL BE NO TEMPORARY LANE CLOSURES ON ROUTE 9, MONDAY-FRIDAY 6AM-9AM. 12PM--OPM. Z LANE CLOSURES AND/OR USE OF TEMPORARY CONCRETE BARRIER YIATHIN FIVE FEET OF AN ACr4 TRAVEL WAY BEI1 NOVEtABER 1 & APRN. 13 SHALL REQUIRE SPECIAL PEMMSSION FROM THE ENGINEER WITH 0ONCURRENCE FROM THE REt110NAL TRAFFIC OFFICE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK IN ADVANCE OF ANY REQUESTED CLOSURE. 3. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND BICYCLE TRAFFIC THROW AND AROUND THE PROJECT FOR THE DURATION OF CONSTRUCTION. MATERIAL. EQUIPMENT OR OTHER BARROM SHALL NOT BE PLACED OR MARKED IN SUCH A MANNER AS TO OBSTRUCT PEIM+MAN OR BICYCLE TRAFFIC OR TO PRESENT A SAFETY HAZARD TO THE NON --MOTORIZED PUBLIC. WHERE PEDESTRIAN TRAFFIC MUST BE RELOCATED OFF IM EXISTING FACILITY, WALKWAYS SHALL BE CLEARLY MARKED AND HAVE A LOGICAL START AND TEMONUS. 4. EXCAVATIONS THAT PRODUCE A DROP-OFF GREATER THAN 24 00*3 AND NATHIN 10 FEET FROM THE EDGE OF THE TRAVEL LANE THAT WE,L REMAIN AT THE END OF THE WORK SHIFT SHALL K SEPARATED FROM TRAFFIC VOTH TEMPORARY CONCRETE BARRIER. SHOULDER AREAS SHOULD BE PREPARED TO RECEIVE THE SHOULDER PAVEMENT MATERIAL IMMEDIATELY AHEAD OF THE SHOULDER PA%*4 OPERATIONS TO MINIMIZE THE TIME A DROP-OFF EXIM THE CONTRACTOR SHALL BEGIN WORK TO ELIMINATE UNPROTECTED DROP-OFFS CREATED BY CONTRACT WORK WITHIN 7 CALENDAR DAYS OF COMPLETION OF THE WORK CREATING THE DROP --OFF: SUPPLEMEEWAL PLANS FOR NYSDOT PERMIT WORK