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HomeMy WebLinkAbout20250533 26 Finley St Site Plan Plans As-ApprovedRISE - FINLEY STREET RESIDENTIAL CITY OF SARATOGA SPRINGS * SARATOGA COUNTY GENERAL NOTES: 1. ENGINEERING DRAWINGS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LANSING ENGINEERING, PC ENTITLED "LINDSAY-RYAN INC", DATED JANUARY 31, 2025. 2. ALL TRAFFIC SIGNAGE FOR THE PROPOSED DEVELOPMENT SHALL CONFORM TO THE CURRENT VERSIONS OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE NEW YORK STATE SUPPLEMENTAL. THE CONTRACTOR SHALL COORDINATE MAINTENANCE AND PROTECTION OF TRAFFIC WITH THE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY DEPARTMENT OF PUBLIC WORKS. ALL MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. 3. ALL RIP -RAP STRUCTURES SHOWN SHALL BE CONSTRUCTED OF D STONE FILLING (UNLESS NOTED OTHERWISE). 4. ALL EROSION CONTROL MEASURFS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR URBAN EROSION AND SEDIMENT CONTROL AND IMPLEMENTED IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN. 5. ALL DISTURBED AREAS TO RECEIVE TOPSOIL, SEED, FERTILIZER AND MULCH TO ESTABLISH A PERMANENT STAND OF GRASS. 6. SIZE AND LOCATION OF UNDERGROUND UTILITIES ARE SUBJECT TO VERIFICATION BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. 7. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFELY N.Y. OR 811 FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. 8. ALL KNOWN UTILITIES THAT EXIST ON OR ADJACENT TO THE PROJECT SITE HAVE BEEN SHOWN ON THE PLANS. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PRESERVE EXISTING UTILITIES. 10. ALL UTILITIES DAMAGED OR DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE REPLACED IN KIND BY THE CONTRACTOR. 11. CONTRACTOR SHALL OBTAIN THE REQUIRED PERMITS FOR WORK WITHIN PUBLIC RIGHTS -OF -WAY AS REQUIRED BY THE MUNICIPALITY AND ALL PERMITS REQUIRED FOR UTILITY WORK ON -SITE FROM THE CITY. 12. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK ON -SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THERE SHALL BE NO CHANGES ON THESE PLANS IN ADVANCE OF, OR CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER, THE OWNER AND THE MUNICIPALITY. 14. ALL CONSTRUCTION SHALL CONFORM TO GENERALLY ACCEPTED CONSTRUCTION STANDARDS OR A.O.B.E. 15. THE CONTRACTOR SHALL COMPLY WITH CONSTRUCTION INSPECTION REQUIREMENTS OF ALL AGENCIES, AND PHASE WORK ACCORDINGLY. 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 17. FIELD ADJUSTMENT MUST BE REVIEWED BY A REPRESENTATIVE OF LANSING ENGINEERING PRIOR TO INSTALLATION. 18. PROTECT NEWLY GRADED WORK AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE FROM TRASH AND DEBRIS UNTIL PHYSICAL COMPLETION OF WORK. 19. CONTRACTORS OPERATIONS ON SITE WHICH SHALL INCLUDE BUT NOT BE LIMITED TO DUST CONTROL, MATERIAL HAULING, FIRE PROTECTION, EROSION CONTROL, ETC. SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SARATOGA SPRINGS REQUIREMENTS. 20. LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK; IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS. 21. ALL UTILITY FRAMES SHALL BE SET AT THE BINDER COURSE ELEVATION AND RAISED TO THE TOP COURSE ELEVATION AT THE TIME OF TOP COURSE PLACEMENT. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY WORK EASEMENTS THAT MAY BE REQUIRED FOR EXCAVATION AND ASSOCIATED DISTURBANCE OUTSIDE OF THE RIGHT-OF-WAY ON ADJACENT PRIVATE LANDS. 23. ALL WATERMAIN MATERIALS SHALL CONFORM TO THE CITY OF SARATOGA SPRINGS WATER DEPARTMENT STANDARDS AND APPLICABLE AWWA STANDARDS. 24. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATER MAINS, C-651-14, WITH THE EXCEPTION OF SECTION 5.1, TABLET METHOD. FINAL FLUSHING OF THE HEAVILY CHLORINATED WATER GENERATED FROM THE WATER MAIN DISINFECTION PROCESS SHALL BE NEUTRALIZED AND DISPOSED OF IN ACCORDANCE WITH AWWA STANDARDS FOR DISINFECTING WATER MAINS, C-651-14. 25. WATERMAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH SECTION 4 OF THE AWWA C-600 LATEST EDITION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COORDINATE ANY REQUIRED BRACING OR RELOCATION OF ANY UTILITY POLE OR STRUCTURE WITH THE APPROPRIATE UTILITY COMPANY. 27. ALL FILL TO ACHIEVE THE PROPOSED ELEVATIONS SHALL BE COMPACTED TO 95% PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. 28. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT THE SURFACE OF ALL EXISTING ROADWAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION AND REPAIR RESULTING FROM THE CONTRACTORS ACTIVITIES. TREE TRIMMING SHALL BE PERFORMED BY THE CONTRACTOR AS NECESSARY WITHIN THE RIGHT-OF-WAY OR UTILITY EASEMENTS. ALL DISTURBED UTILITIES, DRIVEWAY CULVERTS, LAWNS, MAILBOXES, FENCES, SIGNS, DRIVEWAYS, DITCHES ETC. SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION, LINES, GRADES AND POSITIONS. 29. ALL DISTURBANCE LIMITS AND SETBACKS SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO BEGINNING GRADING AND CLEARING ACTIVITIES. 30. WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED BY 10 FEET MINIMUM HORIZONTALLY. 31. PRIOR TO CONSTRUCTION: THE LOCATION OF ALL EXISTING UTILITY POLES, OVERHEAD UTILITIES AND UNDERGROUND UTILITIES ON THE SITE SHALL BE DETERMINED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER. THE COORDINATION AND COST FOR THE RELOCATION OR MODIFICATION OF ANY UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE COSTS FOR THIS UTILITY WORK SHALL BE PROVIDED TO THE OWNER AND DESIGN ENGINEER FOR REVIEW. ACCESSIBILITY NOTES* GENERAL NOTES• 1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS. 2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS. LANSING ENGINEERING HAS DEVELOPED THESE NOTES FIND DETAILS TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING THE PROJECT. IN ADDITION, LANSING ENGINEERING HAS MADE A POINT IN THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT COMPLY WITH FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK. 3. THE CONTRACTOR SHALL NOTIFY LANSING ENGINEERING IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY LANSING ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY DAMAGES AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S). 4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL INFORMATION. SITE LOCATION MAP 0 500 1000 SCALE: 1 "=1000' 4000 SITE STATISTICS PARCELAREA TAX PARCEL I.D. EXISTING ZONING BUILDING SETBACKS BUILDING PROPERTIES REQUIRED VEHICLE PARKING PROPOSED VEHICLE PARKING REQUIRED BICYCLE PARKING PROVIDED BICYCLE PARKING WATER SANITARY SEWER e ,t CITY UP SARATOGA SPRIAmGs saaexpimc;l, CW'11 r IVkkAY+f"PlArCT: Vic, 0`11" Pt NN Ne BOARD F`.RaY AYO 4 ala sAlYUF lr � Sty Hall 474 fiv3d. a4 3tiN TE.7 Ar(3 ..,, Saratoga Spr rtA:; Ne 4orfl.xaoc Afar.+r Z t =St rSz473540 ANNIrFR ieN1,10ts A?tsm,s wwa,aratrga-g.rrsgsscg ril i' or i NOTICE Of DECISION .'ARAT . VKIN -a ? :ti,+oj2Ci2S I In the matter of the appliratien i Aiaa7 NTS L*MRT4t£NT E V20250533 --... RISE Housing and Supportive 5ervitrs 26 Finley St. Saratoga Springs, NY 12866 iovalving the prernisass with fate parcel oo. 176.26-1-47 m the city of Saratoga Springs, on ate appRcabors for site Plan review fbr a multi family dwelling cor"Nting of 71. dwelling ur;iis, a 3,00") sq. ft. amenity buaidin& and associated sate work in the Urban Neighborhood IT 4) District, In accordance with E NYCHR Part 617, the Planning l3oard classified the action as an anilsted Action, and issued the following decision en September 25, 2025 passed 6�0 in favor: Pemante. Mayo, Jvlc7ygue, King, Stellate, lohnsom 0 Issue a Negative 5EG.9A i7acaratlon And, in accorriance with Sfte Plan Review approval sIanciards in me Unified Development Ordinance, Article 13 5, the Planning Board issued the fcglowia,g decision on September 25, 2026 passed 6•0In favor: Ferrante, MA .yo, McTygue, King, Stellate, Johnson: 0 Aponwe sfte glan set (as revised and dated September 242025) subject to the following revis£om,, And :o, t ndirlit.,os 1, The no -cut vegetative buffer areas along the south and welt property lines as nosed on the plan set shalt be maintained as no -cut areas. Only dead and diseased trees may be removed within these areas. 2. if any of the existing trees within the nccut buffer areas must be removed because they are dead or diseased, then the removed trees must be replaced with evergreen tree species to maintain the vegetative buffer areas. 3, The OPIV1 raffft D'vision cornments (9/2a/25) shall be incorporated into the plan_ a_ The (hard suggests thatthe mid -block pedestrian crossing Include instailabon of a P,ectar,gulur Rapid flashing Beacon (RRPB), subject to approval by, DPs. 5. The applicant shall submit a development plan including landscaping, lighting, and stormwaier management for the separate parcel on the northeast corner I1.7E,26-1- 4.1 8± ACRES 1 78.28-1 -47 UN - URBAN NEIGHBORHOOD DISTRICT (T-4) FRONT BUILDING TO ZONE = 1 2' TO 1 B' SIDE SETBACK = 12' REAR =24' 40' MAXIMUM HEIGHT 71 UNITS 1 STALL PER 1.5 DWELLING UNITS 71 DWELLING UNITS (1 .5 STALLS] 107 REQUIRED STALLS 56 STALLS 51 BANKED PARKING STALLS 1 STALL PER 4 DWELLING UNITS (71 UNITS]/ (4] = 1 B TOTAL BIKE STALLS 800/b STALLS TO BE LONG TERM 16 STALLS (0.80) = 1 5 STALLS LONG TERM MINIMUM OF 15 INDOOR BICYCLE STALLS B OUTDOOR BICYCLE STALLS 21 BICYCLE STALLS CITY OF SARATOGA SPRINGS DPW CITY OF SARATOGA SPRINGS DPW 47), This plan shalt be subject to approval by DPW and administrative action by the Chair. 6. Nast plans shall be provided to the satisfaction of DPW. Th..�..:s 1pAilOum;' fr . o: 1. Provide documentation of confcttaanca with ail repaired condittons of approval_ 2. De€lven a letter of credit or cash Psc'ow fn the amount approved by the City Engineer to the sty. Thi<, must occur prior to final signature by the Planning Boit'd Chair, 3_ Submit two (2) paper copies and ono (1) electronic copy of the final approved site plan set for signature 6y The Planni;�g Board Chair asrth„in ftiahtaen f 18i months of a rovai. as per Article 135 of the Ungied Development Ordinance, Note, this approval shah Expire within eighu erg It 9) n?ont; is of the signature of flnaf plans If the applicant has not started actual construction as per Article 13.5 of the UDO. Dlovanibc.r' S 207.5 Date Chair NEW YORK SHEET LIST TABLE SHEET NUMBER SHEET DESIGNATION SHEET DESCRIPTION 1 COV-1 COVER SHEET 2 EC&D EXISTING CONDITIONS & DEMO 3 LM-1 LAYOUT & MATERIALS PLAN 4 UG-1 UTILITIES & GRADING PLAN 5 SG-1 SPOT GRADING PLAN 6 ESCP-1 EROSION & SEDIMENT CONTROL PLAN 7 EA-1 EMERGENCY ACCESS PLAN 8 LT-1 LIGHTING PLAN 9 C-4.10 LANDSCAPING PLAN (1 OF 2) 10 LP-2 LANDSCAPING PLAN (2 OF 2) 11 RLP-1 ROOF LEADER PLAN 12 DT-1 EROSION & SEDIMENT CONTROL PLAN 13 DT-2 STORM DETAILS 14 DT-3 SANITARY DETAILS (1 OF 2) 15 DT-4 SANITARY DETAILS (2 OF 2) 16 DT-5 WATER SYSTEM DETAILS 17 L-5.00 LANDSCAPING DETAIL 18 DT-6 MISCELLANEOUS DETAILS (1 OF 2) 19 DT-7 MISCELLANEOUS DETAILS (2 OF 2) 20 DT-8 MISCELLANEOUS DETAILS (3 OF 3) 21 DT-9 BASIN DETAILS (1 OF 3) 22 DT-10 BASIN DETAILS (2 OF 3) 23 DT-11 BASIN DETAILS (3 OF 3) SOIL APPRAISAL (1-7) PERFORMED ON 3/21 /2025 (8-12) PERFORMED ON 6/2/2026 BY LANSING ENGINEERING TEST PIT #1 TEST PIT #4 TEST PIT #7 NO TOPSOIL 0-10" TOPSOIL 0-8" TOPSOIL 0" - 74" MEDIUM BROWN SAND 10"-96" MEDIUM YELLOW SAND 8"-60" MEDIUM YELLOW/BROWN SAND 74" - 108" MEDIUM GRAY SAND 96"-168" DARK BROWN SAND 60"-168" MEDIUM BROWN SAND GROUNDWATER OBSERVED 0 164" MOTTLING OBSERVED 0 70" GROUNDWATER OBSERVED 0 132" NO MOTTLING OBSERVED GROUNDWATER OBSERVED 0 110" NO MOTTLING OBSERVED TEST PIT #2 TEST PIT #5 TEST PIT #8 0-12" TOPSOIL 0-12" TOPSOIL 0-3" GRAVEL 12"-84" MEDIUM/FINE YELLOW SAND 12"-78" MEDIUM/FINE YELLOW SAND 3"-96" MEDIUM/COARSE BROWN SAND 84" - 168" MEDIUM BROWN SAND 78"-132" MEDIUM BROWN SAND MOTTLING OBSERVED 0 87" MOTTLING OBSERVED 0 150" MOTTLING OBSERVED 0 108" NO GROUNDWATER OBSERVED GROUNDWATER OBSERVED 0 156" GROUNDWATER OBSERVED 0144" TEST PIT #3 TEST PIT #6 TEST PIT #9 NO TOPSOIL 0-6" TOPSOIL 0-4" GRAVEL/ASPHALT 0"-64" MEDIUM/FINE YELLOW SAND 6"-78" MEDIUM YELLOW SAND 4"-100" MEDIUM/COARSE BROWN SAND 64"-114" MEDIUM BROWN SAND 78"-156" MEDIUM BROWN SAND NO MOTTLING OBSERVED NO GROUNDWATER OR MOTTLING OBSERVED NO GROUNDWATER OR MOTTLING OBSERVED NO GROUNDWATER OBSERVED TEST PIT #10 TEST PIT #11 TEST PIT #12 0-4" GRAVEL/ASPHALT 0-4" GRAVEL/ASPHALT 0-6" GRAVEL/ASPHALT 4"-114" MEDIUM/COARSE BROWN SAND 4"-96" MEDIUM BROWN SAND 6"-106" MEDIUM BROWN SAND MOTTLING OBSERVED 0 90" MOTTLING OBSERVED 0 90" MOTTLING OBSERVED 0 102" NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED FALLING 3/21/25 HEAD PERMIABLITY TEST PERFORMED ON BY LANSING ENGINEERING, PC PERCOLATION TEST LOCATIONS STABILIZED PERCOLATION RATE FH1 0 4' DEPTH 13.5 IN./HR FH2 0 4' DEPTH 10.5 IN./HR FH3 0 4' DEPTH 8 IN./HR FH4 0 4' DEPTH 17 IN./HR FH5 0 4' DEPTH 16 IN./HR FH6 0 4' DEPTH 32 IN./HR PLANNING BOARD # 20250533 Approved under authority of a resolution adopted Q 25 2__'k � by the, Planning Board of the City of (D te) Saratoga Sprin - 10130 Z4 (OiaVpteerson)Date Signed AEPLICANT: RISE HOUSING AND SUPPORT SERVICES 127 UNION STREET SARATOGA SPRINGS, NY 12866 / � w Ncoi | | F CI _HiNG TAX __ __ - ~LINK FE�ICE-1 iK - JCJ,R,F, / ^ 46 EXISTING TREES; !TO BE CLEARED AND GRUBBED (TYP-) 011. \ \ \ \ \ / / 1 STORY BUILDING / / / EXISTING BUILDING TO BE / RAZED AND DISPOSED OF ATA— CC) UCENSED WASTE FACILITY. / PROPERly \ EXISTING ASPHALT AND GRAVEL PARKING LOT TO BE REMOVED__ AND DISPOSED OFATA LICENSED WASTE FACILITY. m||u OF EXISTINGLIMITS o CONCRETE SIDEWALK �� UMI \ wx � \ \ ` \ ` EXISTING TREES TO BE REMOVE AND DISPOSED OF AT A LICENSED WASTE FACILITY. LIMITS OF EXISTING CONCRETE SIDEWALK AIM SERVI�E*s INC WX NO, � ��.... �----- .......... .����� wx ' ror~s/�uu ASSOCIN!'iO.N. INC PAGE 21�91./mV./w~mut'), mmw��42- 2 EXISTING ASPHALT AND DDNCRETE PARKING LOT TO BE REMOVED AND DISPOSED OF AT A LICENSED WASTE FACILITY. EXISTING ASPHALT TO BE MILLED AND DISPOSED OF AT A LICENSED WASTE FACILITY. *ae~�rm EXISTING CONDITIONS & DEMOLITION PLAN Approved under the authority t2�by the of a resolutign adopted M, 1!%-E� mmmmm� SCALE: 1 " ^ NOTE: IF ANY TREES WITHIN THE NO -CUT BUFFER MUST BE REMOVED DUE TO BEING DECEASED, THEN THE REMOVED TREES MUST BE REPLACED WITH EVERGREEN TREE SPECIES TO MAINTAIN THE VEGETATIVE BUFFER AREAS. POTENTIAL FUTURE EV STALLS I PROPOSED WILDERNESS AREA AMENITY SPACE ...... ... ........... ,"". ...•,. 2. ., Cx "' ifi f� J • h. € PROPOSED 8' TALL PRIVACY FENCE (TYP) DE NC F {: . h C7 MARIANNE ,'1 33 AM TAX 0, 38' FROM NEIGHBORI FENCE T i ROPOSED F EXISTING DRIVEWAY APRON PROPOSED 5' WIDE CONCRETE SIDEWALK REFER TO DETAIL 3 ON SHEET DT-6 FOR N�a Up^ CITY SIDEWALK DETAIL € PROPOSED NO CUT BUFFER. IF ANY TREES WITHIN THE NO -CUT BUFFER MUST BE REMOVED DUE TO I BEING DECEASED, THEN THE REMOVED TREES MUST EVERGREEN TREES TO BE i BE REPLACED WITH EVERGREEN TREE SPECIES TO PLANTED WITHIN THE WOODS MAINTAIN THE VEGETATIVE BUFFER AREAS. PROPOSED RETAINING WALL LINE AS NEEDED (TYP.) TO BE DESIGNED BY A i4 tir. � � Ski}; C�. f..=;f`d �:' LICENSED GEOTECHNICAL \ ti L� N E ENGINEER TYP. > s ¢p�� N i E r t_s. MA 1, .... �..: �1'1 }. S. ��'fi.iliN�i 'E;: i�� I $ ��� { NQ 2 _:. ? SSA e7 < Jt �r +'•. BIrEN AN f, i 15 ' ;`� & A€•tE1wL T. VITL!..LO i,� t� } l � , i-t i'1'- : � �, ` S' "x t .`� ft. : Ct P � I, :,C' rife �� ,., l;i. �,:. ,�.2.. -�'-t � .,. r. < C-Hi "� xrRE ... y.,. LINK 66' FROM ( 3 M NEIGHBORING G ! gIg FENCE TO I PROPOSED DRIVEWAY APRON (TYP.) _. PROPOSED SEE DETAIL 7 ON SHEET DT-7 _.i \ 'C>"Aa _ IN _ FE I - CITY STANDARD DETAIL LINK _..�x- �' `;r. NCE _.. FOR .. - . ;N_ i , �,•~ __" ............. —DM POSED BIKERACK TY — — `PRO ( ) �3J' f" .. "33'-F R Q L " I MADA 0�'f=�TX LI LEGEND EXISTING FEATURES PROPOSED FEATURES LIGHT POLE YARD HYDRANT FIRE HYDRANT w WATER LINE W SANITARY LINE CB o CATCH BASIN F,we/cMTE MH • SANITARY MANHOLE 0 MME/souD OMM CO SANITARY CLEAN -OUT • sT STORM WATER LINE --------- PROPERTY LINE � m m � i <'0 5 `�•, h "? w'O = [ ix� c: { A`{ .A i s o - Z -� 0 m € il M - I 7 7 . EN z I ,�. ". j a• 4 �._. 11 .. 10 O 1 I PROPOSED SUBSURFACE ` grV� ��wm��\��o\\ r - I INFILTRATION SYSTEM #1 :•% I ! . '. �:p ° _... __ .. . 1� I.R.=F.�`� �rx 3 t yi3 210 _4 - i PROPOSED ASPHALT I..; ;iP �v AK i . ELEC, ME: STRI" ING (TYP.) , r ..1N r € r. e t I , co E �I 02 PROPOSED BENCH (TYP.)77 " ? ' z. R PhtOPE TTY ANi TO FENC 3, GENERATOR PAD TO BE PROVIDED BY CONTRACTOR. 1 STORY BUILDING j PROPOSED 6" CONCRETE CURB (TYP.) I i PROPOSED PLAYGROUND _`mm- '- ' WITH 4' TALL CHAINLINK W i `L "`L FENCE " PROPOSED 16 X 12 t ";~ STORAGE SHED PROPOSED DOUBLE DUMPSTER ENCLOSURE "� .:...._.... : ............. i TRANSFORMER PAD TO BE `q"\f r PROVIDED BY ELECTRICAL CONTRACTOR. e fir? 104' N pp , n.._. 21 U 31 I PROPOSED STONE DUST FOOTPATH -� eI{. �' �;� ! ` s' I `• POTENTIAL FUTURE GAZEBO LOCATION v I 1. R. r ,Q I I n ,d\i.... CURB PROPOSED BANKED PARKING STALL (TYP.) PROPOSED NO CUT BUFFER. IF ANY TREES WITHIN THE NO -CUT BUFFER MUST BE REMOVED DUE TO BEING DECEASED, THEN THE REMOVED TREES MUST BE REPLACED WITH EVERGREEN TREE SPECIES TO MAINTAIN THE VEGETATIVE BUFFER AREAS. ,H A E : JN € LAYO UT & MATERIALS PLAN 0 15 120 Q- EASEMENT LINE — — ROOF LEADER ----------------- WING CURB STANDARD CURB NOi i� iL ,;. :.;tt yC,ES t. EON IN' -r: ED f. '. t �'23.' PAC;: i .., a PROPOSED ADDRESSES: OFFICE BUILDING = 26 FINLEY A APARTMENT BUILDING = 26 FINLEY B O 1 APPROXIMATE LOCATION AND + ❑ DIRECTION OF SIGN TRAFFIC CONTROL DEVICE SCHEDULE PLAN NO. DESCRIPTION CITY. 1 "VAN ACCESSIBLE" HANDICAP RESERVED PARKING SIGN 10 2 "NO PARKING" SIGN 5 3 "STOP" SIGN 2 4 STATIC PEDESTRIAN CROSSING SIGN 2 5 PEDESTRIAN CROSSWALK AHEAD 2 R, ..'.N:::.:.?l ..............................._ __._..........__._._....._......_.. \ \�47,E P _.......__..... € 50 .............._.W. 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AREA TO BE MILLED AND TOPPED PER SARATOGA SPRINGS TYPICAL PAVEMENT SECTION. Approved under the authority of a resolution adopted by the w s l date sighed) z F a - 3 N z c� �' a c13 - 0 rn z 5 z z � W W US a a • x z Q o in- w a ct 5 � ix N t0 � \ M n � c n 1 a LAYOUT & I MATERIALS PLAN PROJ. NO: 396.00 LM -1 SCALE: AS SHOWN DATE: 06/20/25 SHEET 3 OF 23 O m N cu m innON UN lil } QI O Z _j aQ� IQ� w I SCALE: 1 "=30' I , ,I- " 11�_. � i ,. t�, . , "" z �, "o 1�1 ", t ,,, , . i , .z �. \ I -1e 1, .11 "Ii LEGEND \ 4'O _- 'n,11 EXISTING FEATURES PROPOSED FEATURES LIGHT POLE * YARD HYDRANT .19, FIRE HYDRANT T WATER LINE _w_ SANITARY LINE - - CB CATCH BASIN Q FRAME/ORATE S MH SANITARY MANHOLECOVER 0 MAMVSOUD C O SANITARY CLEAN -OUT 0 STORM WATER LINE - - - - - - - - - PROPERTY LINE � = m � EASEMENT LINE - - - - - ROOF LEADER WING CURB STANDARD CURB I IN �__,30 SPA DR. ItL ­ � � z . NIX'. � I z ,_,A,� S N­" OF . z NOTE: ROOF LEADER 1.00% MIN. I i NQ .... ... 2.1 __aE1_11OR_11. 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NO: 396.00 S % _ 1 SCALE: AS SHOWN J DATE: 06/20/25 SHEET 5 OF 23 ��T I>������II�l��:7_jIC�I►t:1X�h11:���t�►��� TYPE OF SOL DII57URBANCE SOIL RESTORA7M RECAAREMaT COMMENTS/ DVANIMLEGEND NO SOIL DISTURBANCE RESTORATION NOT PERMITTED PRESERVATION OF NATURAL FEATURES MINIMAL SOIL DISTURBANCE RESTORATION NOT PERMITTED CLEARING AND GRUBBING AREAS WHERE TOPSOIL IS HSG A&B PROTECT AREA FROM ANY ONGOING SILT FENCE STRIPPED ONLY — NO CHANGE CONSTRUCTION ACTIVITIES IN GRADE APPLY 6 INCHES OF TOPSOIL � INLET PROTECTION ❑ AREAS OF CUT OR FILL HSG A&B AERATE AND a TEMPORARY SWALE APPLY 6 INCHES OF TOPSOIL HEAVY TRAFFIC AREAS ON APPLY FULL SOIL RESTORATION A, SITE (ESPECIALLY IN A ZONE (DE —COMPACTION AND COMPOST <, 5-25 FEET AROUND BUILDINGS ENHANCEMENT) IL BUT NOT WITHIN A 5 FOOT ) PERIMETER AROUND FOUNDATION WALLS) AREAS WHERE RUNOFF REDUCTION RESTORATION NOT REQUIRED, BUT KEEP CONSTRUCTION EQUIPMENT FROM t�. AND/OR INFILTRATION PRACTICES MAY BE APPLIED TO ENHANCE THE CROSSING THESE AREAS. TO PROTECT ) ,• ARE APPLIED REDUCTION SPECIFIED FOR NEWLY INSTALLED PRACTICE FROM ANY e ;. —E APPROPRIATE PRACTICES ONGOING CONSTRUCTION ACTIVITIES, !`.` CONSTRUCT A SINGLE PHASE op, OPERATION FENCE AREA __. REDEVELOPMENT PROJECTS SOIL RESTORATION IS REQUIRED ON REDEVELOPMENT PROJECTS IN ARES WHERE EXISTING IMPERVIOUS AREA WILL BE CONVERTED TO PERVIOUS SWPPP GRADING LINE / I AREA DISTURBANCE = t 2.72 ACRES OF NEW YORK STATE STORMWATER DESIGN MANUAL (JANUARY, 2015) * TAKEN FROM PAGE 5-19 ** AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR —DRAWN IMPLEMENTS WITH STABILIZED CONSTRUCTION ENTRANCE COULTERS MAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING (NP•) INDENTATIONS IN THE SOIL, OR PRONGS WHICH FUNCTION LIKE *** "DEEP A MINI—SUBSOILER. a:> PER RIPPING AND DE —COMPACTION, DEC 2008". A COPY IS INCLUDED WITHIN THEsm,'� APPROVED SWPPP INLET PROTECTION (TYP.) i ` , }-Ft 11, vi.x:#>',.; ' OF #lE�:tr i ``, .. .. i nit'\ .] :^ :7 iU Jf": L: ice. ..._,.'__.:�_.,........._........-__--.... �tln_�`E ±� �J q :ifl{\i: I..t <:'4n, !-)[;': G:i ,''i-'''i33'Cpp`� { t-.�A: E .-1i. PLIVIiV 1E? A I to ;J r,:'•,; RiO ., Eft v,ltic_ _i _ i `1 \:.'Z2011,017392 :..y, ., :LADY....'3f!NCYAX II .11�.?Ai : `t ni[R.1'- , &A_iEL T. VIT_LLO I"AG -., INS" NK), 2080383?k iti. I i t n :.,: ::,,.t x: r _ n: i F I ......E _ E EE E ., ..� ......- i \ �., ., .._ ,,.....,,, .........., �� , rp nor �\ __...� � E ... _-..saw. -�. ..� � �� _ __..._.. _...,:...__, �, � � � .; RECOMMENDED SOIL EROSION AND SEDIMENT CONTROL MEASURES MEASURES SHOWN ARE TO DEFINE INTENT. ACTUAL MEASURES WILL BE IMPLEMENTED AS SITE CONDITIONS WARRANT BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL NEEDED CONTROL MEASURES TO PREVENT SOIL EROSION. GENERAL MEASURES: 1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY STABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE. 2. INSOFAR AS PRACTICABLE, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISRUPTION. 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. PARTICULAR MEASURES: 1. IMMEDIATELY FOLLOWING COMPLETION OF ANY AND ALL OF THE PROPOSED STORM DRAIN INLETS, STORM DRAIN INLET PROTECTION SHALL BE CONSTRUCTED. 2. DRAINAGE DITCH SEDIMENT FILTERS: UNTIL SUCH TIME AS FINAL SITE STABILIZATION IS COMPLETED, DITCHES SHALL RECEIVE TREATMENT WITH STONE CHECK DAMS SO AS TO EFFECTIVELY TRAP SEDIMENT AND MINIMIZE ITS RELEASE OFF —SITE. STONE CHECK DAMS SHALL BE CONSTRUCTED WITHIN EACH DITCH BEGINNING AT ITS DOWNSTREAM TERMINUS AND SHOULD NOT BE PLACED AT INTERVALS EXCEEDING 20 FEET. 3. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON —SITE FOR PERIODS GREATER THAN 14—DAYS SHALL BE STABILIZED BY SEEDING AND MULCHING. PROVIDE SILT FENCE EROSION CONTROL DOWNGRADIENT OF SOIL STOCKPILE AREA. 4. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FEET OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY. 5. PERMANENT VEGETATIVE COVER: IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 6. ALL HEALTHY TREES OF DESIRABLE SPECIES ARE TO BE PROTECTED FROM DAMAGE. ALL UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. 7. THE CONTRACTOR IS TO ADHERE TO ALL REQUIREMENTS SET FORTH IN THE SWPPP. 8. WETLAND PROTECTION FENCE SHALL BE INSTALLED ALONG THE PERIMETER OF WETLANDS PRIOR TO THE START OF CONSTRUCTION. MAINTENANCE OF EROSION CONTROL MEASURES THE DEVELOPER/CONTRACTOR OR THEIR BUILDER SHALL INSPECT AND MAINTAIN THE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE DURATION OF THE DEVELOPMENT PROCESS. TO ASSURE PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD CONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY. WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE —SEEDED AND PROTECTED FROM FURTHER EROSION, ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND CONTAINED IN APPROPRIATE SPOIL AREAS. WATER SHALL BE APPLIED TO NEWLY SEEDED AREAS AS NEEDED UNTIL GRASS COVER IS WELL ESTABLISHED. TO EFFECTIVELY CONTROL WIND EROSION, WATER SHALL BE APPLIED TO ALL EXPOSED SOILS AS NECESSARY UNTIL GROUND COVER IS PERMANENTLY ESTABLISHED. t ` i 1 x DISTURBANCE — t 0.75 ACRES �y �a 3 E v,. [I , •.sue :! �`,`.J. �,'� ��::?;, `\ j ............. c\\ Via !` s'^ \, \ .: .. # jEO�IT,-_,_,-.c-..__._..................................................................................... .......:....................................................... 312 93 Zt # j __. t FINLE� STNEET�r _a- _- ' ij 9! _ CLIDS�RYAR NE i !l:C 11499,1)iI L J I--\!!'7 47 f — f I : OF=,3:_ ,, T 9 (RIOT PURVEYED)) f \ f 1 i Nt I"a,;41 \ .'� iad \�•' f.• z SEDIMENT CONTROL FENCE a t' po LL 'RKa" .. 4 _ 1 \ t i � I•,n', I 2 s is` , A i ._� =A\ '� ry •:4` S� r t3 *vim^ - �,vw _ !NV,' � v EV 3e1 2 3 r \ Tv r v, ` :a:, \ 322 } R #� r € it iy E 324 }\I.3 „7.''::]. \ \ I i E I i ' I "�—.- � \l l i v LINK _...... r_...... ----___._.__............_-.-_,....._, .,,....,..�mm»m, , - " � -,,,,,mmmv:::::.m,mmmw:::.—:zmmuam-s.-; ammm ..... t ..' m„-m..-��c:-�-�am, '•• EROSION & SEDIMENT CONTROL RLAN Fa Approved under the authority of a resolution adopted •ings. 0 moo 0 15 30 60 120 SCALE: 1 "=30' L_ L_ %_00F L_ 1 14 L.*# 22.5' 48' K, SPA DR. LAM"s MARIANNE NE"'E"DHAM PA(2` DEED BOOK 1 E 1. R, F. .......... b .-o e SIF0 D_ FENCE z cn z Y > < z '2 .......... NQ� 28 SPA 5- /�k F R­U I �K,HNEJL 'GENN­A),.R".1-i'L USA S, 11"�",(,WNIN N '.Q._.,2fi_- A Q.11 Kc)UOS D, GEN.NA.F ':AX 4 A DRits� 0, NO. 173_26­11.. I I R S ",VAIRNG &MARIA KOLK)S 'NQ� 22 SPA D. J R (D M F BRN."AN EN LA BODK 1�y "A,NDS iN/F OF A R i E L T� WFELLO JUN SHIEWC �X' -'D. N,0. 3,26 - I YAX . ...... .. . ......... - — --------------- Box ­��'_ > . ............. RET�AHNHN- ""'HNN LAK K" A, EMERGENCYACCESS PLAN 0 'S 5 IN'-1 q_ _j z < -0 0 LIMITS OF VEHICLE BODY PATH (TYP.) LIMITS OF VEHICLE WHEEL PATH (TYP.) . ....... ....... Approved under the authority X of a resolution adopted by the e) Planning e -toga Springs. Chair N V, N 06,0 ZI 3c) r, (date Signed) F 1 7 2 -,4 it 5 jo 60 SCALE: 1 "=30' | i 10 � � MAR'�E NEED'� � J uccu aoox �4o* LANDS ,N."lin Of W & N�ULE D, GENNARELL nccc /u1 oc�u��no���������'�u ! 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' CIO " RCF LcI1,111,� �� ��---__-- __ -----___' -_ -- �~~�`_'*'_~^ -~� .~ ' � | - ^ LIGHTING PLAN 120 ACCESS DOOR \K. Ni AS- 5G,C1 AT�N }NC ���� ���� / , \,/ / �� 0.� /- a, � I , vl��.t��', I C ..V � .... 19�­ ­ rq 1..'_��j .......... �­ .......... j ...... . .... k[" � ":] ... h . k i' ­t­­ ... 114.0 .1, L —, - , � - 7 � -9.4� - � � � . . .. 11. -, a i , I ­132V / ,i �,, , O 0 �1/ 11 , I �� O"5, I ­ 0.7� 1 1 ..7 1.0 2200 � Approved under the authohtY of a resolution adopted 11 by the s. Chairm date sbned) —N. 17^ DIA. BASE, 12^ DIA. BOLT C|RCLE, DIAMOND PATTERN, FOUR J^ X 18^ ANCHOR BOLTS 1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120Y POWER). 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. J. 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 O COLORED RED' WH|TE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE H4NDHOLE, 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 GR|D'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWWUT FEB-21-21 1P 000V 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, BUSSWAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE. IN BASE OF EACH LAMP. RUN #12 THHN COPPER. (RED WHITE, AND GREEN) FROM BASE TO TOP 0F LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF a �25^WA�� ---_R T_P_'_ - - DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER, MODEL D650SRLED ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT ELECTRONIC PHOTOCELL (STREET S|DE) STERNBERC MODEL J^ TO 4^ TAPERED POLE 6063-T0 STRUCTURAL GRADE ALUMINUM 0.125^ WALL THICKNESS BLACK FINISH POLE WELDED FOR SINGLE UNIT CONSTRUCTION ACCESS DOOR WITH FLUSH STAINLESS 17^ DV� BASE WITH 0.750^ FLOOR THICKNESS. 4 ANCHOR BOOS AND 1 GROUND STUD. INSTALL LIGHTS DIRECTLY ON BASE USING 76^O x �" THICK WASHERS 3�^ CHAMFER (TYP) ZINC -PLATED ANCHOR BOLT ASSE�BLY PER MANUFACTURER'S RECOMMENDATION � � u 2' PYC 5CHEDULE 4O ^ NO DIRECT BURIAL ^ `—GROU�D ROD PER N.E.C. - - - SUBQ��DE -/ | | LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER UNDISTURBED 0R 2O"_-_-=� WASHERS. 2 INCH OD 1/2 INCH |D AND 1/� INCH THICKNESS, AND LOCK WASHERS. ' '� ' COMPACTED TO STREET SU� PROCT0R PHOTOCELL FOUNDATIONI LED LUMINAIRE (TYPE A] AND POLE CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. .T r 4 FL .NS _. , t ii LJ N_...._ .......... # a CV , .. c °� € i \ O \ ..... \ 7 E\\\\\\\\\\\\\\\\\\\\\\\\\`\�\\\\\\\\\\\O� O p n X V� /� m = 1 4 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\...... \ �, E : M NN + \h. i NO An M \. 0 t Fri LAWN SEED MIX SHREDDED HARDWOOD MULCH OR RIVER ROCK AS SELECTED BY OWNER , t \\ \ : - , tt, ,f•\ .... .. X\ ..- k X` X X X X x,\ X X 2( k X k X X k X k X .._ .-... X X-. k..... -.:: X...X .., kX ,._-..,-. _,. ___'_ X X.,_X _., X X X X „ ,..,- k, X.. ... _ 'X k _- k X k k X k X X X X k ,, X X X X� X k X ,X X X X X X X X X x x - � x X X X \k , t i : i t k X X k X k k by k �T k �M U k k \ gk \` XX Ag� ,� X X X X , ti x-x--- x X il .X X. . X - X X X . X k �, � X X X X : r X t k X k X X X X X X k: x X X X X:X X X k k k X X k k X k X k X X k ?� k : k k X X Xt.X: : X X X X X X .. 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At k X X k X X X X X X X X k X X X X X k X k X k X k X X X X X k k X k X X X X X X X X X X X X k X X X X : kk . k..._k ..k k.- X.-._k k k k ��X X k k k X X x ��7� k k �®k�X X X �' jc k k X k X X X X X k k \X X k k X X. x X X k X x xdI..X`k\ X x X X X x X k X XXX x X X X X x X k_„x X X X x k x XXk x X k x X BN X X k X X k X e X �X , X ..X X X k X k X k X X \\\\ X X, 0X X X jr X X X'` k X : X _ k k -k_ k X,� X X X _?c X X X X X X X k X X X X X X \\\\VAv� k ®?�X��®��r®®Y - a� i, .+X'; J;X x X x _ X X X X X k X k X X X X k X X k �k k k X k X k X x X k; k X X X X X X k X X X k X X r k; X�:• X X X X X k k X X X X X X X X X X x k x X X._. X.._k X X X X X ., •.��� X X :k X ;X k X k X k k X X k X X sr- k X ,x,. 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X (A X X 8 X X k X k k X k x` X ?� k x X X B x x_ k X k. k ,X.::X k X X X X k X X X X X X X X..- X X X X X X X X X ('�)k X-.i �X X X: X-k X X X X X X X k X X X X k X X X�XI c� k X X k k X X k X X X k X X X X X x X x X k X X x X X, x x X k :�:: ` x X X x X X x k X X X X ♦ k X X X k k X C X X X X X X X X k X X k X X X X X k ., '; XX, r> XXx 1 �: xXX X X X XkX a_ X BN X~ X x tX X X " 'c ' X �,: X _ - k (1) EVERGREEN DECIDUOUS X �\X X x X X X x A(X _ x : X .k - kX X X ` Ar x k X X jr ( X X k k k \' k kX xXX X'kkx.ku.X�\k7C kkxXk kk kX X� 2 -MULCH, 4"MIN. DEPTH X k X x X x X k'� 4" SAUCER x x v k k x z_ A, FINISH GRADE X x X k x, x X ;: .'k X X X x :,m, k.�k '�k X x X CUT &REMOVE X X x X k:,_X x X :: X X k\, TOP Y3 OF X X X X X X X BURLAP- X X x PLANTING SOIL X QM x x X� X X x X X x X- X JJ.- " -EXISTING SUBGRADE Ar Ar k X x' x 6 -W. 6 •, � , X X MIN. f .._.MIN. x k X „� NOTE: PRUNE Y3 TOP GROWTH ON DECIDUOUS TREES & y SHRUBS AS NEEDED, REMOVE ALL DEAD CANE. X k�X , SHRUB PLANTING DETAIL SCALE: NTS LANDSCAPING PLAN (NORTH X" I.D. REINFO RUBBER HOSE GALVANIZED WIR CABLE: 2/TREE EQUALLY SPACE 6" MIN. Planni Approved under the authority of a resolution adopted by the CnalKnan (date signed} BLACK RUBBER HOSE 12 GAUGE GALVANIZED WIRE CABLE(3 GUYS AT 120' SPACING) SAFETY FLAG TURN BUCKLE MULCH 4" MIN. DEPTH FERTILIZER ROOT PACKET, 2 PER TREE, 6"-8" DEEP, PLACED AS ROOT BALL IS BACK FI LLED 4" SAUCER CUT & REMOVE BURLAP & GALVANIZED BASKET ENTIRELY PLANTING SOIL EXISTING SUBGRADE ANCHOR: BURY 3' MIN. 18" �. MIN. GUY -TYPE 'A' GUY -TYPE 'B' NOTE: - GUY TYPE "A" IS FOR TREES LESS THAN 3" CALIPER - GUY TYPE "B" IS FOR TREES 3" CALIPER OR GREATER DECIDUOUS TREE PLANTING SCE ArfS PLANT SCHEDULE.• ABRV BOTANICAL NAME COMMON NAME QTY SIZE COND SPACING REMARKS TREES BN Betula Nigro / River Birch RIVER BIRCH 4 3" caliper B&B AS SHOWN CV Cratoegus crus-galli var. Inermis THORNLESS COCKSPUR HAWTHORN 4 3" caliper B&B AS SHOWN QM Quercus Montana CHESTNUT OAK 3 3" caliper B&B AS SHOWN NS NYSSA SYLVATICA BLACK TUPELO 4 3" caliper B&B AS SHOWN SHRUBS BM Buxus microphyllo var. japonica 'Winter Gem' BOXWOOD 1 12 18" height min. I CONT. JAS SHOWN HA I Hydrangea arborescens 'NCHA2' INVINCIBELLE SPIRIT 11 SMOOTH HYDRANGEA 1 24 18" height min. ICONT. JAS SHOWN 10 20 40 SCALE: 1 "=20' hQTE;, *IF REQUIRED LANDSCAPE MATERIALS AND/OR SIZES ARE HI OBTAINABLE, SUBMIT PROPOSAL OF ALTERNATIVE MATERIALS TO OWNER/LANDSCAPE ARCHITECT FOR APPROVALS AND SUBSTITUTIONS. 0 L:f,l+ V':'j`It. t�+. , t lt�}4,1..1.'SI 1T l.;r r,E#rst}'i + I ��,I If,l hi G�In ',1 ! I �L i(.! V +., �+ r+ �.. 1 • tdli,(b el �?1}.�,:� ,t:zt,�+ I, ° i I �E i I 9, �' �, ! k LEGEND EXISTING FEATURES PROPOSED FEATURES LIGHT POLE * YARD HYDRANT R` FIRE HYDRANT w WATER LINE W --'-'-'-- _ _-__.._ ...______ .__- _ -' SANITARY LINE N E CB -o CATCH BASIN FRAME/ORATE MH • SANITARY MANHOLE 0 FRAME/SOUD COVER CO SANITARY CLEAN -OUT • sT STORM WATER LINE - - - - - - - - - - - PROPERTY LINE � m m � EASEMENT LINE - - - ROOF LEADER RLRL RL WING CURB STANDARD CURB I ), 3[,' '...PA DR, L--'. ,fir§ Sr-.1 »;ice, 1 L SPA 7 -" \ i` k, E ar rR 1 N ''s�, ' i t 3 N .: IS�A IK, �RIO� a i D, \, CLL , \\ L' N:3. >q S, A Z, _ t at : r ' I P aRIA i.4z I ! �` _, l J 5'A t1' "tG#A.r,..,.. <t',i ' �:C1Nsa :. ?ii.0 `::$:a" 'at E �_ J l :,:t L. ? I.e..N'.V.. < i �.t tO. e��„ E -ANDS:: OF &ARIB? v iEJ-1- .�A<, �. ' 1€) `IIEPvG FEED INST- F'Gt TAX .t., .e,.. %`r:,__. , 1F,, t t t .. ..y t .: ., :r.,.. ,r: ... Ill aY t - , .. ,;� t vi:. : , ..,,.,..,, .<...; f r,A ;t). i\d:e.. 9 ? LS. y.r3-'- # - : t,? , J'>_ , _ - „_ '•`\ E _-^i L w, i __ _,_,.,, } �„ m_,__ E i t E E i t . ,."..- I } . _ __ _ , t _. _ „ _- - _._ !\ ,I, _.. t.._.. _.--- M,._---. 1 _,._-,,. _.. , , „ I; _ 1 # t -.1 ..._.................„-,_.+" w,; ♦ i , J.\E 3 \.: '., I ,,^. :.„..,dry, t t a^. t t t �.... :". \ ! „ ...._._...... .. �,. �- », f I t ,.:.,.. ,. f Aj yy i� :: .. ^ r. , t't {'� _l..__._,_ ,,, E unn it E �� �. _.. » t _, _. : P i r 47 ,_. ,�:t i.r,vll'' ? s.l`<:r E` , ,t i I.° .. ,. ,F�. IIM'=3112�05� �`\ 1 _ "`- INV = 312.32 INV = 312.4 IN EN=3 3 " ,r r C• , r) , r` ! fkVVih=-3v`fl.72'''{`: 71� _, °f ? \ „, ^• tnE Ls It / ` t IW = 312.22 __. _._ �" <' INV = 312.38 ��t� INV = 307.64 r _, _._.,. - ;.,,W _ m __� „.. _'_'_. „_,_ INV = 312.84 R1M=311.71 : t _ _ _,,,. \ _,,,_ , ,,,, ,_ ._' - _ ., z,. _,.-- ..__ __ __'_ 4} 1f� IC : _,_,___ ;';_I ft _ INV - 312.07 „__ v #.< _,....__, _.,_ _. - _ - `-` tvv' . -30 � ' 11 _.. - E,:. --_ } INV = 311.92 _.»..,_ = _ INV _._- ;,. ,,+,, ,,. , r I _ 307 33 i �t � __' t - , r r. . t 0. «. t . _. C66 CB8 .. -. [a.. s_l ,r r .... _z - c , •? ti _ _. r _... _.. - w^.._ ,ts ^- I RIM .. 5.39 _ I COk INV i \ RtM :0.24 3 , t'r _ a / / ;: INV c7UT-37i.3�4{eMw3l , ."- .rr• ,;:ta _.. ;t� - .. _,.,.a:_,._ _..,,,,___ ..,,_•,,.,. '� 3N�' t3i11=,> .14{CH47) h," Fr:� a r f r x : � t - „1�`V-iN-S9 t.8 (CH8) .. - ...._...,.». ....�,..,, ,„_„_. .."___.„ �^'----,�' as'..._ !3 �. ,_,,,,,,,�, ..........�,..._ '- ______..3,u...,,, ...._.3�;_............_.,...._.aft-___,.,»..._,.,,., ... -. " r` :1 } \� 0 N3 r ., rr iNV CUT=315.9 CiiB . `W' ,.._ i RIM=-3t5,12 , ' ..._ "_...,, .,: ` ..-,\ ," .._. __, „'E,a „ .__ J :' " t ... INV 1N=3':f,08C88 " „ _a' J` �"' I. -- tNV OUT'-3fl8.56 :t : ` „ " „.\ "� -' .:. 6 `< () - - - w, -r i r , _". .. .. -^,gym^•-c,,,..-.,. .... ,-\t.,,.. zzl... .... ._- 3 _a `\ , } __ _ xt _-__ _,___.._......_ �a.' . " : __ .. ...,... ,. 1111, i EV E EV i c EV EV o- a r x � � a Y`_ • r i I C v l f ttz 1 t : ; a . 1 x �' -a- i_ a f -------- xx _� �l- #. : a @ t : <. "a \ I I ,de t r y u f O r E ��yy ( , C� ! E g \ l:; \\ \ \ \ I EE \ � - a t s t q- _ _, ..._L__ _ ; �,,, i,_ a r I �a w � \.3 Q€•, ... '. � .. c ,. xe e _ a ,.. a . E .V t N-` f _ .y 7 t r I \ \ I _1 t \ � i!!i L I �. I \ I L \ r q E -y .,r Y { I \ I o a "`awl o -$ I 1 i a a y; .. �@ L} \ . _. v" I \ 1� _ [ faT \ I a _ q \ . L. _ , _.. .. - a " _ , _ .. \ apt#-��rsfl : a - _� \ $ znr,. " _ _ g \0: \\: 1 a" n 4 �� a.� `, ` INV - 313.03 ,,, " 3 I,:' (+ +, .� t a .� . f_._._„_,_. \ _.��.,,,-„�.,.,�_.. - a~.... ,.-."� Na,',0ti 3a�'.270�1�1,:� _ , ., I - - " , .. "» _ . v _ \\\\N\\\�\O\\\ \ �a�\� \ \\ \\\\\\\\\\\ � 3 I I . I . t � A ,... q .. D t� . I \ M a.. ^' - - a ti i.� \ , i 3 \`t I \ E v \ a. ' �I ,y SHED : ®. �, u�\\� . . \\, \\ a 0 \: a \a0 \ �- \a \ \ \ \.\\ \ • i f \ � \ I �\ a a \ a a � \, � \� a a --REM- � a a 3.0.52. \ `\ \ a -�I - \ `a 3 ` a \ a \ ,.�,. tfi � �� a� � >��a�\..\,. � ��..��\.. ��.\.Yz �,a \ _ INV 307.91 ". a\: ,i :.'\ I ti' cry r \ - ,s..: �::a P� �\ Rt `� _ 1NV OUT= 312.12(ca 10) \\ , ' � , - - 4 > ? a \ �. I i C I E I I tiu i r t STOR \'fl,\\�tiIVv tl I I I f a _ PROPOSED 6 PVC ROOF LEADER LJ - r? 'o- a+-: aI a , a�� , , t J Q - a E ,„ ,,a a,. W«,.. ,,." ,.,,,,.V"vE -\` � a\\S� - s, ?�\ `SY 1\\ » ,<`-_ o . I \.L:I C\ "`alll� �\ Aar\\\ u ,r, a ;,y I n 0_.4 $ 3 auk ac "c I , _!. a a a\ - a 71 a MINIMUM 1 COVER � € .a as :a R w _ a„ V 12.4 �,a I N 3 8 , , V �3:2.,5 CH9.'' a \" N fRd \ OP 1 a a F \.� SL E 00% MI 6 S \ ( 1 v de" �`� N \ 'a�taaao\\u\a\a�\ t _� a e " \\ .._-- ^t .a, , \.a, as , i ,�8.3 \\ .. ': " `:, •' �s \,. 3 I? ,f r "r a- rr e .., vv \ qNv OUT--511,gg(C332) " I \ {� 'I` e 3 \ ....RiM'�315,75 t v .v E ;v ..' ',� -r `a�" RL vim. # \v, a , I I ' ,✓ INV OUT-312,&3(CRi I , . `�- ai a %� E R'11 I I c Jil m' �v j O " :- a l' I,"__._.-_--.._.._....z r ,t �� vv ifs 1 1 oo _a-e _ i ? a - _.. ' INV 312.76 I r . ���oovevvvv v : , ... v wv may.. N' , ���wvovvvv�vvv10000`` m o&lwmm ,.. a c , fl \ v ,,, v ovvv � vvvvvvvvvv000vvvvovwvvv v LIx � I ..., _ : E%i-3t5.34 \ a>a, ,a. .. :`Ya. :A\ .,, :;�; , .. ,. v _ ....: `�,A`,�'v\b, {` �.. - . �. " .v 1 i x r R \ _ a, _ ,. _ e .. A a . r`v. v .:. - , >x.. .. :..t, A '`.S'sv,' �' 9"' a. j \V A . e.., e: @". : d. " AV %, eta"E A :, ate.. v A <..,> a, .. r .>, 1 s.:. a „t y . / I v\\\V\\\\\\\\\\\\\\V\\ _-» li<,� EN 3. ..aril fl� \ .. .., t \ 3 .. \�\\\\�\„�, \ !+ A q v �: q A _ , .a M -a- .,> �- . . I .._ s \ , .. .. - , , e v, - .. __„_-,.....„.,_...... . s AAAAAAAO�\\\\\\\\\\\ r' a, �t, R3h�'"�a1 `.Jf3 ec � . • t I S? ...^•� - lNVOU: oi7.a5(C6.1) ,-,,,, \ .ti,\,.,, ,..«„"r,,, „ ..-\_ - r-a. y >.r`- �.a ,; ' - - _ : . -...r, ; y: -,__,,,,,,,,,.� - \ rx INS?,.+lN. 30"r'.a-. 'i:g', }..;;. ,.I. `. ($ I- II f : ,:I ,_..... .........._____m. t "..r-------`- _.. ._ ,.� .;v idV f14kT.-.it;7.,6., 3; iz e r¢' '.�` .. ,..a ................ __„_,_ 4, ." __, , _. .. .a. >.. �74_ v�mm�vcavvvcaovrwvvmvvvvvvvv�_' _ .. ,.;.. ._.._., ,_ _..._.. - - - - - RL RL w = iet ��,r RL 1. f , r - ^�J 4 INV 312.05IIN- -'- I - _ \a«­11, "V . N ` : y a ..t A , : _ _ INV 313.94 _ ­111 E.a, I r . N � \ � �',, M o� a,:a' z �,, ) t:3 i r` r I ;> S! t r _.. ... .................. .,. Y F :.\• '\ 1 3 \ m. .;._�.:a _ _ - 3 } . ... ao\\\\\\�o� au G; lsr;--'� r • , i :' ' � -;; r "' ; t t i ii�`F „_-wry I--- �i� �� � � � "�Tl ,, � . - �+�) i i_`3'\u;..0 :e1 i17 I --', 1 : .... .?. I'. _..,._ e ._ - _._ .......,__ _,,.,,,,,..._ _C84 3 s r - INV - 313.71 y : f t?MN7, I I . a `II ` ; ; ray OUT.-307.6 A2) L____' _ t vfi l w e .... -� lrvV 3N=37 .3& 0MH4 _ ',.. I .. E °." . t •tat .,.,.,.,..._». _,_,-____„___._ ,""'_i ,-, :_,-_ I t ; __. INV = „ € i' >. t I . - : , 1 # 312.70 > Law _ �,,,.!_,ac_Y ,., I ,t INV €N;.t3"I'E.55C'Rt1} y .. t '.,�- t , .._,. 7 r kNV OU'i=3O8.5g(} \ I I �'_ { ,_._____.� 19E...._--`� �" '...s I # j ... _ t �' 3 �> �+ �,, - - tt : e ` # I INV - 308.10 ! I I ,w.. ` x ,; I --�-- `E c8; r L""", i "' INV = 312.55 '\ _„ t I c ua � ; f Z �n N. J ``. 'r . _ ro Rtk 3 E 5.52 i ' , -" a I 3 ! , ... ,_.,,.,,,,._.,."_,("�"_' , # "-- t 'v'\ r" :) r 3.a,:: f �_ )11 r \, r, Ll�rv:1N=3;t.e2(ct�t0) COMMON RL INV = 313.15 I t I rr: a: { •\\ 1 . -_ lNV, OUT=3 i 1.62tOMk4yy # I , i r.'.. -. fr J\ 1 ! \ - _ j , ', �, INV = 312.15 _-- v v I T 'ces�2`x r lv . m� ( �, ,':a ' v rx`REM31 75 - e�11 I ' %' _.,+ INv 1N' 31,a,si�) ,?`I INV = 312.04 > , COMMON RL INV 312.41 I 'Q , Inv,oUT=31 t.s (ce.�'�) a 1 1 ; I I i I 1 J _ _ i 1 STORY BUILDING ! F \''i2€M=3i $.fl0 \ a �'I N JJ ' ..„z''' I 1 i , I A fl ' ` /r \ f\ ,_, \ . - , INV - 311.93 :<"# ,r� I I ,t� � t !w I:"y- 3i 1.47{C�C32, \ \ : ; 1 f i , �\+ , I t _� I .0,0 'r(fl t r l 3 ' „ , ._ ,. ^ za >> \, it t 4.4 Fa :� � + : ;;r i i i I f ;} , : `\ ; _. I I I Ir \ter t` ? ! I. t t 1 Ce3ry t `\ i I I , a i f t r ,, ..d...... i_ i I� RIM3Yta.5y\ \\a�\\\\\\\�\� ,, (,f j{ t`e t•�,° ! 1 E "'a!\<? I f . �\\ ;NV IN-�31t3${CHIC: € _ _c- ! E - E ' "I'll" . ' INV OUT=:311.38(C81gA) \ :1tyi ,`` j= ti �\;t'�i;r "� RL INV = 311.21I'll �` t : ;_^I.:_ � I r �, r, t i Ii i u ALw t , ! t T 1 - :� v I .. Y = t ..,,..,,rraa,>\..�,.,,,.a,,,,a,.,....... ««a -.--,f ._._., i'IC{.. \: t; i� i_. v . » th. - - - - RL V = 97 p�i4 - F e COMMON IN 311 ` �S' €M=3h5. 5 - -`� ^ ,,,,.., , '" , - - - A� \ `,a t r ,\. s, ( ��` , !NV IN-3S .7?'C i ---- „ "", __ .r' ', +a .. IX ;`ai.. , t2i...,. i , t', i t fig} l f� _. p INV CPUT-(i0-F5(DIM 2t "- G6i`g•0.p,.. ",? _ - .., i __"_ z - ",` . .... - eaw3T ;:a5 cuss RL INV 311.88 _a ,... _ a 4 _ ' t L : I v S ax 31 f .t 3f zM c> I N = 3 _,. �. t _. z I— y it)" _11 :, r , J r t .. E - it - r RL V 311 55 �� I \� '` -T \ I t G _ o _ t ( \ \ I _' , :,__ t {t - ....__.. _ .- 1 It,t: \ t _ r ,; f ' \ \ ? :v I i f \ \ iiiI\ j l TT x. i jj F '', ___,._, j , i # �! t rr , r t' \ w� w\ I ,,i' j, r e ( .. , : I �I , 11 a, ACI {� " vI1-1 11. 1 E i ./ , ff ,!r�` \I I t'L` I � � ,.;,... 11C KTO „j .. l rff t i \ I i iI it :r+F s,,,,,,,,,,,,, ,,,,,,, ,_ Jrx s ---I-,---: a i 1. ? ` i i F`` ,?taF�R j%jI 1 `-` I-------------_., v, ,,. ..,.........�...... t r ... , : \ -. , ' \CHAIN NCE .."'--„ ' `",`. _, } ,� - -__, _-y...,_„____,..\.,..... _...... ........._--_____,,,,,_______. _,_._ ........,,..,,,,.,,,,,,,,,,,__,,,,,,,,,_._._.„„_ ,,, _..._- __„ _ t, �t--xz ___ \ , __ 1r NOTE: ROOF LEADERS TO BE 6" SDR 26/35 AT 1.00% MIN. ROOF LEADER PLAN ``a r, /y `\\\eF ,w`� t ..p it \\, „_ �� - , Z� 1 q \lyy? ....v o y$ `-, \ ,. ..' •s `;�, \„ ' iCT ��f YI` I > o � a- 1 ;" "t I .= { .,_, 1 ea I , „ � .,,,,, ,„ :., , ;: I 9. _ 0,, "_,_.....,;._._,�_ , `0 _�, ts> `: - ,4_?Iy ,t_, c. y__ s` a'' ,r @ `, :.,r' rt , a �, nZ , "S.T li + `Y. ,. t,1 k I t Va ,.C\ 7 E e,,_ a t, .. _ >...... ...... ._._,.,.____. 3� {{ �'s'p! J I `z I l,:€ ,r is a W C?l i. . , t . ,. ,- 1' ,,., iCE ft, Nut ,----�----- =i':N_3LI�Y aT. INII/lit- OP AIM RVIC S INC fW2 : t: t L; � I CAN 1-. ..� ... t t_\;F 1. c I- a' `^\r ?,INC ' �ih E , 1 f'+ 1,'` / \ x, f` \ , P \': , yt� it it �\" ` f__ # \\!y ...... ,,, , __---________`__` ....I..._.._._, _ T ( , " _. 11 \ � 1 -tb `� f \ E t.,.,:._-`wt�,;,:a.,.,..,,„__"_`___`__ `__,,,,,,,,___,_.,,,,,.,_.,,,,_._^*�--............._,__.. ,q„ ,\ "ru \ .. .,. . i'-l_.-,,,,,.,._........................._„_,,._,-.. \ -� .',� \ -,,,. , 1 t,� Y . .,_ .,_,._ ......... t\, tt­ __ t..............v .. ,-,__,,,__,,,,_.,, _,.,_.-_.,__ \, JE ti „ t, i : _', \___ [ -_ I t h'.M it4.A4 ! I' t .< f 1. at:.. � I ( '� n- i ( I i tt,�J tii, i= 3t)ts,t:7 - .t tNV IN 3{� CEi26 e q� ' "\\ T t e INV 0uT 307.02() f 1 f, x -� t ., : . 3 t {'x ! +ice ...:,.,....___•-..,,,,:, - i..............:...: \ :c::::::::: x, i - - - 3 - a �i E f. _ _ I , ; _r i'' i Z E }1 t 1 1 f' 0 s e % !'+ j / cH25 I I I ` -RIM=310,53 .-. ,',rJ l ._ • - I.._, ....._ENV OUT=:307.4 3(( t52E; FINLE Y STD 1 1 I �\`- I 1 ( 1 f` I ,4 \ t�5 C a , - + -- } ' � �, e { I LIt>lDSA -RYAN INC " $ .. i „ , t � ..3 ........ .... _ :v..� ei ;.`' i i yti:tt` T� '� " i € � f 3 ti L I A•,� i t I h \ / _ I' 1 : I �._ E I 1 I I 1 1 \-- ' I I ( _ "' f f,- Ie , t':.>, , (NOT URVfYED)! I k 1 ;. f :` e ^ `,t _.. J I---'=----------------- ,\ ,__ .._..._ r_...,_. -.< p\ , : \.., e I.,.. I. \ \ r ' . .- 16 - r 7 „' -------------11 ., _}_ 11 _ LO c� ci J � rra J cu Zaoc� W N to wc)Z 0 m o � < = Qw C' Q L Z LA NZO O�- O �o~ZZZZ z z of-zwo0w O LLJ awaoouu3 Q (o z¢¢0SinQ - z 410 I - c (n 4 i �ILjj `-Q� bNS L I cEa I t � 1 y t ,-_ _------ _,._ _ . , , 'r 'r -, r ! . ...., _»,,.. .._ i I i ( 1 I 1 r r Z I I I 1 ,1 1 I 1 -* f';�, / a z 3 1-`�: I 1 1 F I� iI 1 I I ' �v r ��� a g a a 4 � rr` -..._ f >r \ a Q - Z �' F'MMI-0i ,f �. a U W � �' ,'r RIM=310.44 .' µ�- /, ,_ INV OUT=304.44() ,,,._h',� w a Cn J a x' ,a Z ' / 0-' N r" :,r f.; \� Z f'' - E :q r ; tfi• 51 \3 �'E RIM'-309... <, o Vl f'' 5 5 a / Go m 04 ,z- /f 1. Ili , \1-1 R N t Sid} \, iv e \.I'll,,,.1,;, , / :r,r f: N \ t� 1 L f' m M s< o° ; s( � 000, ` ' S f ,JP t0 r\ n ' ;� , , '. I N \ I /Z Iq \n I _ iu- ,. a ,?': J f I a ;,f _:),.;.(; Approved unaer utG auLEevt.., . t(9 of a resolution adopted o ` ;: 2 by m _____.,,.. , ,_, the z cu . 11 �, t t d a I. 11 C Ji Sa r �:, ��::�:,F­:­::_­ Izz:', � I �3 rtn t � �:�: I .. . ........ I I 1. 9 f 2m LL �t UN r "qa:�,�� Plann' o - ,It ­�:,,::.�� I 1, I - �d (nON J, W wNLO k U 1­111.111­1Gh man 0) } M W I T /� - r V ,,3 J„ a J kA r r - z (date 'gned} 2Z J � m \ 11 3F:A t ,6 ,. 0_:�Pi C9 :WE t !, IZ Ix Q . � } 1 el.a J } , lij E tt ,,.'' �\\��... \,.... E 1,� } I-1. P,tr',",'' L''< , fir, \ t la 3. { v C3� 1 } 1} + tI E i } Z i i \t 1 -7 ROOF LEADER PLAN 0 15 30 60 SCALE: 1 "=30' FA PROJ. NO: 396.00 RLP-l' SCALE: AS SHOWN DATE: 06/20/25 SHEET 11 OF 23 EXISTING GROUND .............................. 50' MIN........................................ 6" #2 & #3 STONE MIN. FILTER FABRIC MARAFI 10OX �. OR APPROVED EQUAL PROFILE MOUNTABLE BERM (OPTIONAL) ---- _._ 50' MIN. _ --- ---- f - 10' :.� ,�� 1 MIN. r... MIN I m, 10, PROVIDE CULVERT PIPE UNDER ENTRANCE TO CONVEY UPLAND 10'R -1 DRAINAGE AOBE PLAN VIEW CONTRACTOR SHALL REMOVE MATERIALS AND RESTORE ENTRANCE AREA, ESTABLISHING VEGETATIVE COVER. z 0 N FL�� EXISTING z PAVEMENT c0 CONSTRUCTION SPECIFICATIONS: 1. STONE SIZE - USE #2 STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FOOD IF SINGLE ENTRANCE TO SITE. 5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 2%4" WOOD FRAME 1.5' MAX. 1\_3' IN. r DROP INLET WITH GRATE tllli111 Ilnlli Iliilli�lli�lll 9:L•lkhl GATHER ACCESS AT CORNERS STAKE FABRIC 1' MIN. BURIED FABRIC z w 0 J 00 Q - (If D m 36" MIN. FENCE POST, DRIVEN MINIMUM 16" INTO GROUND SILT FENCE FABRIC (MIRAFI 100X) W/WOVEN WIRE FENCE (MIN. 14X GA W/MAX 6" MESH SPACING), EMBED FABRIC IN GROUND 6" MIN COMPACTED BACKFI LL UNDISTURBED GROUND SECTION "- 10'-0" O.C. MAX. CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. CONSTRUCTION SPECIFICATIONS: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2%4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. 7. MAXIMUM DRAINAGE AREA 1 ACRE. FABRIC DROP INLET PROTECTION CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS WOVEN WIRE FENCE (MIN. 14Y2 GA W/MAX 6" MESH SPACING) 36" FENCE POST, DRIVEN MINIMUM 16" INTO GROUND FILTER FABRIC, EMBED IN GROUND 6" MINIMUM SLOPE LENGTH/FENCE LENGTH (FT) SLOPE STEEPNESS STANDARD REINFORCED SUPER <2% <50:1 300/1500 N/A N/A 2-10% 50:1 TO 10:1 125/1000 250/2000 300/2500 10-20% 10:1 TO 5:1 100/750 150/1000 200/1000 20-33% 5:1 TO 3:1 60/500 80/750 100/1000 33-50% 3:1 TO 2:1 40/250 70/350 100/500 >50% >2:1 20/125 30/175 50/250 STANDARD SILT FENCE (SF) IS FABRIC ROLLS STAPLED TO WOODEN STAKES DRIVEN 16" IN THE GROUND. REINFORCED SILT FENCE (RSF) IS FABRIC PLACED AGAINST WELDED WIRE FABRIC WITH ANCHORED STEEL POSTS DRIVEN 16" IN THE GROUND. SUPER SILT FENCE (SSF) IS FABRIC PLACED AGAINST CHAIN LINK FENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3' IN THE GROUND. SEDIMENT CONTROL FENCE CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS n PLAN 1 SLOPE OR LESS SLOPE `" SLOPE `-SILT FENCE -- 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 3. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF EACH PILE. UPON COMPLETION OF SOIL STOCKPILING, TOPSOIL SHALL BE STABILIZED WITH SEED AND MULCH IF NOT TO BE DISTURBED/UTILIZED WITHIN 14 DAYS. 4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILT FENCE. 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN RUNOFF FROM STOCKPILE AREAS. REFER TO EROSION AND SEDIMENT CONTROL PLAN. CONSTRUCTION MATERIALS OR FUEL STORAGE 6" OF 3-INCH STONE BEDDING SILT FENCE y y� MARAFI 100X FABRIC BEDDING SLOPE 1. AREA CHOSEN FOR STORAGE OPERATIONS SHALL BE DRY AND STABLE. 2. MINIMUM DISTANCE TO A NATURAL WATER COURSE SHALL BE 50'. 3. THE TOP SIX INCHES OF NATIVE MATERIAL SHALL BE REMOVED FROM MATERIAL/FUEL STORAGE AREA AND REPLACED WITH MARAFI 10OX GEOTEXTILE FABRIC AND 6" INCHES OF CRUSHED STONE BEDDING. CRUSHED STONE SHALL MEET NYSDOT ITEM NO. 623.11 SPECIFICATIONS. 4. SILT FENCING SHALL BE PLACED 5' DOWNSLOPE OF STORAGE AREA. 5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TO DIRECT CLEAN RUNOFF FROM STORAGE AREAS. REFER TO EROSION AND SEDIMENT CONTROL PLAN. SOIL STOCKPILE FUEL OR MATERIAL STORAGE AREA MATERIAL STORAGE & SOIL STOCKPILE STABILIZATION DETAIL CONCRETE WASHOUT AREA 10'X10'X3't DEEP SILT FENCE SIGN IDENTIFYING SITE AS A CONCRETE WASHOUT AREA 10' WIDE GRAVEL ENTRANCE FROM PAVED ROAD TO WASHOUT AREA PAVED ROADWAY CONSTRUCTION SPECIFICATIONS 1. CONCRETE WASHOUT LOCATION SHALL BE A MINIMUM OF 50' FROM SENSITIVE AREAS. 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. (APPROX. 60 GAL. OF WATER/WASTE PER TRUCK) 3. PLASTIC LINING MATERIAL SHALL BE 10 MIL(MINIMUM) POLY SHEETING AND BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. 4. WASHOUT FACILITY MUST BE CLEANED OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. POLY LINER TO BE CHANGED WHEN CONCRETE WASHOUT AREA IS CLEANED. SILT FENCE CONCRETE WASHOUT AREA 10'X10'X3'f DEEP (MIN.) PAVED ROADWAY 1 FILTER FABRIC, MARAFI j 10OX OR EQUAL 10 MIL MIN. -' POLY/PLASTIC L12" OF #1 OR #2 CRUSHED LINER STONE FROM PAVED ROAD TO WASHOUT AREA SECTION A' -A' MAINTENANCE AND CLEANING 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM DRAINS OR DIRECTLY ONTO GROUND. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. 3. PLACE A SECURE NON -COLLAPSING, NON -WATER COLLECTING COVER OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW. 4. REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL STATE. 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR DAMAGE AND REPAIR AS NECESSARY (RE -LINE THE STRUCTURE WITH NEW POLY SHEETING AFTER EACH CLEANING). CONCRETE WASHOUT AREA SCALE: NTS Approved under the authority of a resolution adopted 2Z-_ by the 2 Springs. SAWCUT LINE CLEAR OPENING �2'-6"----1 CONE EXTENSION(S)* Q >, *AS \ \ 8 CO 8' \ " \ \�\X' REQ'D TO ADJUST TO FINISHED GRADE. USE PRECAST UNITS \\ \:,\ \ \ ECCENTRIC z CONE o SECTION \ M VALF I \ \ — I TO.C. o �'"\\ 12" I RISER SECTION \\\ 5„ q 5" 4'-0" LD. MIN. \'\\ BOTTOM \ 12" I SECTION 00 \\: \\ .. . FRAME/GRATE CASTINGS PATTERN 1009-8 FROM CAMPBELL OR APPROVED EQUAL(FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO Y4" BELOW F.G.) FINISH GRADE PRECAST CONCRETE GRADE RINGS 6"(MIN.) TO 20"(MAX.) NO CONCRETE BRICK SHIM COURSES REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 PRECAST CONCRETE SECTIONS - 4,000 P.S.I. AT 28 DAYS, AIR- ENTRAINED FOR STORM MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E. FOR STORM MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO.C-923 (SHOP DRAWINGS REQ'D) CIRCUMFERENTIAL REINFORCEMENT 0.12 SQ. IN. PER LIN. FT. MIN. SIZE AND LOCATION OF PIPES AS SPECIFIED 12" MIN. SUMP 8"-12" CRUSHED STONE - #1 OR #2 NOMINAL SIZE OR GRADATION A.O.B.E. UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B NOTE: 1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. 2. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. 3. FOUNDATION DRAIN LATERALS: TO BE 4" SDR 35 PVC AT A MIN. SLOPE OF 1.00%. THE CROWN OF THE FOUNDATION DRAINS SHALL MATCH THE CROWN OF THE HIGHEST PIPE WITHIN THE CATCH BASIN STRUCTURE. FOUNDATION DRAINS TO EXTEND 5' MIN. PAST PROPERTY LINE OF LOT SERVICED. PRECAST CONCRETE MANHOLE - 5' DEEP AND OVER CITY OF SARATOGA SPRINGS STANDARD DETAIL ,- FLEXIBLE RUBBER SLEEVE CAST IN PLACE INSIDE FACE —___ % - STAINLESS STEEL OF MANHOLE _ BAND CLAMP (TYP.) 2" PROJECTION I I INTO M.H. AT — ---I I PIPE SPRINGLINE I I I I I I I I I I INVERT 6 TOP OF 12" MIN. BASE SLAB \ - IN/OUT STORM SEWER PIPE r: PRECAST CONCRETE -- BASE SECTION HOPE PIPE TO STRUCTURE: BOOTED JOINT SCALE: NTS SCALE: NTS FRAME/GRATE CASTINGS PATTERN 2816E FROM CAMPBELL OR APPROVED EQUAL(FRAME TO BE SET PARALLEL TO CROSS AND LONGITUDINAL SLOPE OF PAVEMENT AND FLUSH TO Y4" BELOW F.G.) FINISHED GRADE PRECAST GRADE RINGS (6" MIN. TO 20" MAX.) BRICK SHIMS NOT PERMITTED #4 BAR ® 6" O.C. EACH WAY WITH ADDITIONAL #4'S AROUND OPENING OF COVER FOR STORM MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD. OR A.O.B.E REINFORCED PLASTIC NON -SLIP STEPS PER NYSDOT 725-02.01 CIRCUMFERENTIAL REINFORCEMENT 0.12 SQ, IN. PER LIN. FT. MIN. FOR STORM MANHOLE, BOOT TYPE FLEXIBLE MEMBRANE SLEEVE FOR PIPE TO MEET ASTM SPEC. NO.C-923 SIZE AND LOCATION OF PIPES AS SPECIFIED 12" MIN. SUMP (SEE NOTE 3 BELOW) PRECAST CONCRETE BASE UNIT- 4,000 P.S.I. AT 28 DAYS, AIR - ENTRAINED 8"-12" CRUSHED STONE -#1 OR #2 NOMINAL SIZE OR GRADATION A.O.B.E UNDISTURBED SUBGRADE OR ADDITIONAL FOUNDATION STONE A.O.B.E NOTE: 1. SHOP DRAWING REQUIRED TO BE REVIEWED BY THE CITY ENGINEER. 2. ALL MANHOLES TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET AASHTO HS20-44 WHEEL LOADING REQUIREMENTS. 3. CB1, 2, 3, & 4 SHALL BE CONSTRUCTED WITH 4' MINIMUM SUMPS AND HOODS/SNOUTS ON ALL OUTLET PIPES. SEE DETAIL 6 OF THIS SHEET FOR HOOD/SNOUT SPECIFICATIONS. PRECAST CONCRETE MANHOLE - UNDER 5' DEEP CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS QO 0 v Qvv�� \SERVICE LATERAL INSERTA TEE ® COMPONENTS INCLUDE: J -PVC HUB (SIZED FOR LATERAL & PIPE TYPE) -RUBBER SLEEVE PIPE ADAPTER WITH HOSE CLAMP 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE NOTES: — FINAL BACKFILL MIN.( FLEXIBLE 6" INITIAL - _11 4 ..-BACKFILL SPRINGLINE HAUNCH BEDDIVG - I MIN. TRENCH WIDTH I SUITABLE (SEE TABLE) ���III FOUNDATION ORIGINAL ASPHALT WEARING COURSE(S) BASE COURSE (SEE NOTE 3) PAVEMENT STRUCTURA SECTION A.O.B.E. TO MIN. COVER TO TENT, H RIGID PAVEMENT, H 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. THE INSERTA TEE CONNECTION CAN BE INSTALLED UP TO A VERTICAL ORIENTATION, BUT A 45- INSTALL ANGLE IS MOST COMMON. GREATER ANGLES ARE SUBJECT TO DESIGN ENGINEER APPROVAL AND MAY REQUIRE PREMIUM BACKFILL. 4. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 5. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm). 6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 7. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. 12" m SUBBASE COURSE (SEE NOTE 4) ORIGINAL SUBBASE COURSE OUTSIDE CROWN PIPE SPRINGLINE BOTTOM O.D. IN PVMT—IN TURF---{ TOPSOIL, FERTILIZE, LIME, SEED AND MULCH ' --BORROW: WELL GRADED INORGANIC GRANULAR \ \ SOILS AND/OR ROCK, MAX 1-1/2" SIZE, NOT \\ \ \\\\,: MORE THAN 20% BY WEIGHT PASSING #200 SIEVE, OR NATIVE MATERIAL, A.O.B.E. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) 1 ------TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR SHEETING A.O.B.E. r PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) PIPE ZONE BEDDING - FOUNDATION STONE TO r' CONFORM TO N.Y.S DOT. STANDARD SPEC. 703-02 COURSE AGGREGATE (SEE NOTE 2) /- UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. �—I.D. + 3' MAX. -- NOTES: i. STREET OPENING PERMIT IS REQUIRED. 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING 1" SIEVE, 0-15% PASSING 1/2" SIEVE. GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: 2-1/2" SIEVE - PASS 100% BY WEIGHT 1-3/4" SIEVE - PASS 95-100% BY WEIGHT 3/4" SIEVE - PASS 60-75% BY WEIGHT 1/4" SIEVE - PASS 25-45% BY WEIGHT #40 SIEVE - PASS 10-25% BY WEIGHT #100 SIEVE - PASS 3-12% BY WEIGHT 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. DOT STD. 304, TYPE 2. TYPICAL PIPE TRENCH DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. 4"-6" PEA STONE 6" PERFORATED PIPE CLEAN CRUSHED, ANGULAR STONE NO.2 STONE FILTER FABRIC GEOTEXTILE UNDISTURBED SUBGRADE RECOMMENDED MINIMUM TRENCH WIDTH PIPE DIAM, MIN, TRENCH WIDTH 4' 21" mm mm 6' 23" (150mm) (584mm) 8" 26' (200mm) (660mm) 10" 28' (2 0mm) (711mm) 12" 30" (300mm) (762mm) 15" 34" mm mm 18" 39" (450mm) (lmm) 24" 48" mm mm 30' 56' (750mm) (1422mm) 36' 64" (900mm) (1 mm) 42" 72' (1050mm) (1829mm) 48" 80" Cl 0mm) (2032mm) 54' 88" mm mm 60' 96' (1 00mm) (4 mm) HOPE PIPE TO IN -LINE CONNECTION: BOOTED JOINT 3' 2"-3" COVER STONE (N0. 2 STONE) 6' PERFORATED PIPE 2"-3" BEDDING STONE NO.2 STONE FRENCH DRAIN SCALE: NTS Approved us suer the authority of a resolution adopted 2 by tite Plannin ar the t o'i S" a -�1 t rmne-d) ngs. SCALE: NTS PAVEMENT/ORIGINAL GRADE 6" WIDE GREEN LOCATOR TAPE MARKED "CAUTION SEWER BELOW" MIN. #10 GREEN COATED STAINLESS STEEL HDD TRACER CABLE (TYP.). FOR DIRECTIONAL DRILLING AND FORCEMAINS, SEE NOTES 8, 9, 10 & 11. SELECT GRANULAR FILL (NOT TO EXCEED 1" IN SIZE) PLACED IN 6" LIFTS AND MECHANICALLY TAMPED. CRUSHED STONE, SEE NOTE 2. FOR UNSUITABLE TRENCH BOTTOM: USE ADDITIONAL DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM FOUNDATION. 1i MI WHERE TRENCH SHIELD IS USED WITH THE APPROVAL OF THE ENGINEER, SHEETED TRENCH PAYMENT LIMITS WILL APPLY. z—ALL BACKFILL MATERIAL TO BE PLACED IN 8" LIFTS AND BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698). DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL. TRENCH SLOPES ARE GIVEN FOR MAX. PAYMENT LIMITS ONLY FOR OPEN CUT AND ARE NOT INTENDED TO REPRESENT STABLE SLOPE UNDER FIELD CONDITIONS. NON —WOVEN GEO—TEXTILE ENVELOPE (FABRIC EQUIVALENT TO PROPEX GEOTEX 451) 2" THICK RIGID POLYSTYRENE INSULATION: LOCATIONS WITH <4' GRAVITY, <5' FORCEMAIN COVER. PIPE fIAMPBELL FOUNDRY COMPANY 40. 1009 OR EQUAL 'INISH GRADE —MATERIAL VARIES :ONCRETE BRICK UNDER :NTIRE PERIMETER ZEMOVABLE WATERTIGHT 'LUG OR CAP WHERE A WATER TABLE CONDITION EXISTS, STONE BEDDING SHALL BE —• _+ WRAPPED IN A NON —WOVEN GEO—TEXTILE ENVELOPE (FABRIC EQUIVALENT TO PROPEX GEOTEX 451) -- 4"—SHORT RADIUS BEND r 6 MIN. STONE BEDDING FOR 12" DIAMETER AND SMALLER. " 4 12" MIN. STONE BEDDING FOR OUTSIDE DIA.�� PIPE 14" DIAMETER AND LARGER. OF PIPE +24 NOTES: 1. NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED ABOVE REQUIRED STONE LEVEL FOR BACKFILL IF APPROVED BY THE ENGINEER. 2. CRUSHED STONE #1 AND #2, NOT TO EXCEED ONE (1) INCH IN SIZE. A.O.B.E. = AS ORDERED BY ENGINEER. 3. GRAVITY LINE SHALL BE SDR 21 OR 26, INCLUDING FITTINGS. 4. FORCEMAIN LINE SHALL BE C-900, DR 9 OR 11 (200 PSI MIN.). 5. THE GRAVITY SEWER LATERAL SHALL BE LAID AT A UNIFORM GRADE OF Y4"/FT (t2%). 6. WHERE A WATER TABLE CONDITION EXISTS, STONE BEDDING SHALL BE WRAPPED IN A NON —WOVEN GEO—TEXTILE ENVELOPE (FABRIC EQUIVALENT TO PROPEX GEOTEX 451). 7. CONTRACTORS SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. 8. TRACER WIRE SHALL BE GREEN IN COLOR. 9. TRACER WIRE SHALL BE A MIN. OF #10 GA. STRANDED STAINLESS STEEL. 10. TRACER WIRE SHALL BE APPROVED FOR HORIZONTAL DIRECTIONAL DRILLING (HDD) APPLICATIONS. 11. TRACER WIRE SHALL BE HIGH —DENSITY POLYETHYLENE (HDPE) INSULATED STRANDED STAINLESS STEEL OR APPROVED BY SCSD#1. TYPICAL TRENCH DETAIL SCALE: NTS PLASTIC STEPS, 12" O.C. WATERWORKS BRASS STRAIGHT COUPLING " WITH RESTRAINED CONCRETE ' = CONNECTIONS EXPANSION ANCHORS (THUNDER STUDS OR R 8"x8" � - - f '�� � - -- -- - - APPROVED EQUAL) W/1" STAINLESS STEEL CAST —IN —PLACE CONCRETE BLOCK NECESSARY PLUMBERS STRAPPING SUPPORT - 8"x8"x3" SUMP ° PIPE SECURING DETAIL BUM WRAP PE 3408 200 PSI PE 3408 200 PSI —EXTERIOR Of TUBING (MIN.) TUBING (MIN.) MANHOLE —10" WIDE MIN. Burn WRAP = _ VALVES CONNECTED TO TEE USING THREADED CONNECTIONS - BUTYL MANHOLE SECTION -- BUTYL DETAIL CAST IRON FRAME & COVER — NEENAH: R-1558 — EJ IRON WORKS: 1480A/1322Z1 ASSY — APPROVED EQUAL WHERE AIR RELIEF VALVE IS SPECIFIED, FINISHED 30" CLEAR 5' MIN. I.D. X 6" THICK WALL, INSTALL A.R.I. OPTIMAL FLOW SOLUTIONS GRADE OPENING PRECAST MANHOLE BY FORT MODEL D-020 OR D-025 COMBINATION MILLER OR APPROVED EQUAL AIR VALVE FOR WASTEWATER WITH 2" NPT CONNECTION (OR APPROVED EQUAL) SEE MANHOLE SECTION BUTYL DETAIL �' _ M " —�_y- I WATERWORKS BRASS OR STAINLESS STEEL 2" STAINLESS STEEL OR BRASS 6" ' I FULL PORT BALL VALVE WITH XTURN NIPPLE THREAD X THREAD I .• ^' PLASTIC STEPS, ; CHECK & RESTRAINED CONNECTION X 12" D.C. == M.I.P.T. SIZED SAME AS FORCE MAIN WATER WORKS STAINLESS STEEL OR BRASS ► _ ° 5„ 2" qulcK \� CLEAN OUT ` _ DIAMETER. (FLANGED RESILIENT WEDGE FULL PORT BALL VALVE Y4" TURN CHECK & I _ CONNECT FITTINGS SIZED _ I VALVE WITH HAND OPERATOR MAY BE RESTRAINED CONNECTION X F.I.P.T. I SAME AS I SUBSTITUTED FOR 02" SIZE.) Z i FORCEMAIN OR = - , I Lv STAINLESS STEEL OR BRASS 6" NIPPLE =. 2"0 MAX. RUBBER BOOT BY KOR—N—SEAL OR p THREAD X THREAD =_= I APPROVED EQUAL. FILL VOID WITH in U 3000 PSI AIR ENTRAINED CONCRETE. FM STAINLESS STEEL OR BRASS THREADED i NIPPLE AND FM SIZE F.I.P.T. X 2" F.I.P.T. I I #10 COATED (GREEN), STRANDED INCREASER AS NECESSARY_-- ;- _ = I\ STAINLESS STEEL HDD TRACER WIRE — --- ---------------------- PE 3408 200 PSI TUBING (MIN.) PE 3408 200 PSI TUBING (MIN.) DR-9 OR DR-11 HDPE ` t 200 PSI (MIN.)�� 24" WATERWORKS STAINLESS STEEL OR BRASS \ ` MINtl y,"/FT. .G' MIN. 12' MIN. #2 CRUSHED STONE ON STRAIGHT COUPLING WITH RESTRAINED NDISTURBED OR COMPACTED SUBGRADE CONNECTIONS (WHEN REQUIRED) - ' a TO SPRING —LINE OF PIPE. FUSED, STAINLESS STEEL OR BRASS FM SIZE �`` ' � - - -• - ' _ �' -� �` '�, FIELD POURED FLOOR SLOPED TO SUMP F.I.P.T TEE (TYP.) WITH STAINLESS STEEL ` ` (Y4"/FT) 3000 PSI AIR ENTRAINED CONCRETE STRAPS. (SEE PIPE SECURING DETAIL); L ` PLACE NON —WOVEN GEO—TEXTILE FABRIC AST —IN —PLACE CONCRETE BLOCK C" .. (EQUIVALENT TO PROPEX GEOTEXT 451) PIPE SUPPORT OR PIPE STANDS ON TOP OF CRUSHED STONE SUBBASE INTEGRAL BASE SECTION NOTES: 1) CONTRACTOR TO CONFIRM ADEQUATE SPACE WITHIN MANHOLE STRUCTURE TO COMPLETE ALL FITTINGS AND APPURTENANCES AS SHOWN PRIOR TO ORDERING STRUCTURES. 2) HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT/COMPRESSION CONNECTIONS. 3) MANHOLE SHALL BE VACUUM TESTED PRIOR TO BACKFILL PER SCSD #1 STANDARDS AND SPECIFICATIONS 4) PRIVATE SEWER LATERALS SHALL NOT BE CONNECTED TO MAIN SEWER LINE INSIDE STRUCTURE 5) INNER DIAMETER OF TUBING SHALL BE A MINIMUM OF 1Y4" 6) RESTRAINED TUBING CONNECTION SHALL BE GRIP —RING OR PACK JOINT TYPE OR APPROVED EQUAL 7) ALL OFF —SITE MANHOLES SHALL BE MARKED WITH RHINO MARKING PROTECTION SYSTEM PER SCSD #1 8) CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW PRESSURE SANITARY SEWER IN -LINE CLEAN-OUTAND AIR RELIEF STATION r-, CORE DRILL HOLE IN EXISTING MANHOLE AND INSTALL FLEXIBLE BOOT TYPE PIPE CONNECTOR. THEN FILL VOID WITH 3000PSI AIR LOW PRESSURE ENTRAINED CONCRETE. SEWER BRASS OR STAINLESS STEEL SANITARY TEE CLEANOUT OPENING (WITH BRASS OR STAINLESS STEEL CAP) STAINLESS STEEL STRAPS EXISTING MANHOLE z_ SECURE PIPE TO BENCH WITH STAINLESS STEEL N STRAPS. OUTLET TO BE ANGLED TOWARDS DIRECTION OF FLOW. NOTES: — SECURE PIPE TO WALLS WITH STAINLESS STEEL STRAPS 4' ON CENTER. — WOOD SHALL NOT BE USED. — SANITARY FORCEMAIN SHALL BE DR-9 OR DR-11 HDPE 200PS1. (MINIMUM) — NO GLUE FITTINGS, JOINTS OR BUSHINGS SHALL BE USED. — FITTINGS SHALL BE BRASS, STAINLESS STEEL OR FUSED. PRESSURE SEWER TO MANHOLE DETAIL r' BRANCH WITH LATERAL JATERTIGHT JOINT FOR PLUG, ;AP OR ADDITIONAL PIPING SEWER MAIN OR i" SEWER LATERAL -LOW DIRECTION IPE BEDDING :OMPACTED SUBGRADE SOLID CONCRETE BLOCK TYP I CAL CLEAN OUT 0 SCALE: NTS Approved under the authority of a resolution adopted ngs. SCALE: NTS SCALE: NTS STATION TO BE USED WITH AN E/ONE QUAD PANEL, QUAD PROTECT PLUS, OR QUAD T260 30° TYP 15° TYP 1/3-2/3 HINGED ALUMINUM LOCKABLE LID MUSHROOM VENT (FACTORY DRILLED FIELD INSTALLED) BULKHEAD (FACTORY INSTALLED) SUPPLY CABLE 6 CONDUCTOR TYPE TC DIRECT BURY CABLE CONNECTOR (FIELD INSTALLED) INLET GROMMET EPDM (FIELD INTSTALLED) INLET LOCATION ANTI -SIPHON 36" CHECK VALVE FIBERGLASS TANK WITH ANTI -FLOAT FLANGE + E/ONE EQUALIZER EMU ELECTRICAL QUICK DISCONNECT (EQD) "COD" LIFTING ROPE (NYLON) i FLEXIBLE DISCHARGE HOSE DISCHARGE SLIDE FACE QUICK DISCONNECT QUAD DISCHARGE MANIFOLD (316 SS) 1j" FEMALE NPT (FACTORY INSTALLED) I 25" 17» 308 gal 13' 209 gal 160 gal VOLUMES SHOWN ARE FOR 060" "72" FOUR SEMI -POSITIVE DISPLACEMENT TYPE PUMPS hom 1. 4" & 6" INLETS ARE EPDM GROMMETS DIRECTLY DRIVEN BY 1 HP MOTOR 2. 8" DWV INLET IS A CAST IRON CAULKING HUB 3. 8" DR35 INLET IS A CAST IRON CAULKING HUB AND FERNCO FITTING E-ONE W-SERIES QUAD SCALE. N. T. S. NOTES: APARTMENT BUILDING SHALL USE (2) E/ONE 72-INCH DIAMETER X 96" HEIGHT QUAD WITH TANK, PUMPS AND DUPLEX PROTECT PLUS ALARM PANEL. 50 FOOT SUPPLY CABLES, 1.50" FLEX CONNECTOR AND 1.50" CURB STOP NOTES: CONTROL PANEL WITH 1) THE PROPERTY OWNER WILL OWN AND MAINTAIN THE GRINDER PUMP SYSTEM TO POINT OF CONNECTION INTO SEWER VISUAL AND AUDIBLE MAIN. ALARMS 2) CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW AND FINAL GRINDER PUMP START UP 3) ALL FITTINGS ON PRESSURE SIDE OF GRINDER PUMP SHALL BE BRASS OR STAINLESS STEEL 4) ALL FORCEMAIN SANITARY SEWER LINES SHALL BE AT A DEPTH OF 5' OR GREATER. IF LESS THAN 5' LINE SHALL BE INSULATED. ( SEE SARATOGA COUNTY SEWER DISTRICT #1 TRENCH DETAIL) 5) ALL GRAVITY SANITARY SEWER LINES SHALL BE AT A DEPTH OF 4' OR GREATER. IF LESS THAN 4' LINE SHALL BE INSULATED. ( SEE SARATOGA COUNTY SEWER DISTRICT #1 TRENCH DETAIL) 6) THE GRAVITY SEWER LATERAL SHALL BE LAID AT A UNIFORM GRADE OF Y4 INCH PER FOOT ( ABOUT 2%) 7) CURRENT NATIONAL ELECTRIC CODE SHALL BE FOLLOWED 8) FINAL GRADE SHALL DRAIN AWAY FROM GRINDER PUMP 9) TANK SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 10) CONTROL PANEL: SHALL HAVE VISUAL AND AUDIBLE ALARMS WITH ONLY BOTTOM PENETRATIONS AND NEMA 4X RATED FITTINGS SHALL BE A MINIMUM OF 36" ABOVE FINAL GRADE SHALL BE LOCATED IN SIGHT FROM THE GRINDER PUMP IF NOT PLACED ON BUILDING, THE POST SHALL BE 6" x 6" PRESSURE TREATED WOOD OR APPROVED EQUAL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ELECTRICAL CONDUIT GRINDER PUMP SHALL BE AT LEAST 10' FROM BUILDING FOUNDATION ELECTRIC LINE SHALL BE RUN AT MINIMUM DEPTH OF 18" CONTINUOUSLY THROUGH CONDUIT OR SHALL HAVE FROST LOOPS 1 Y4" MIN. INNER DIAMETER (AS SHOWN WITH CONDUIT) DR9 OR DR11 WITH HORIZONTAL SLACK 5 `MAX. TO - - y..\ ..... ... .. - _ .. _ .. CURB BOX \ .... ..... a . .... GRAVITY CONNECTION LINE AND FITTINGS SHALL BE SDR 21 OR \ `' •` i 26 WITH 6" STONE BEDDING t \' (4" FOR RESIDENTIAL, 6" FOR __ --- - - - ;- COMMERCIAL INSTALLATION. SEE TRENCH DETAIL FOR FURTHER INSTRUCTION x SEE GRINDER PUMP INSTALLATION MANUAL FOR d r tt \ \ } CORRECT BALLAST SHALL USE CONCRETE OR BAL-LAST INTERLOCKING BLOCK SYSTEM 12" CRUSHED STONE ELECTRICAL CONDUIT CLEAN OUT z - w w a _ a a STATION TO BE USED WITH (1) MOD T260 DUPLEX PANEL 1/3-2/3 HINGED ALUMINUM LOCKABLE LID MUSHROOM VENT (FACTORY DRILLED FIELD INSTALLED) CABLE CONNECTOR (FIELD INSTALLED) BULKHEAD (FACTORY INSTALLED) SUPPLY CABLE 6 CONDUCTOR TYPE TC DIRECT BURY INLET GROMMET EPDM (FIELD INTSTALLED) INLET LOCATION FLEXIBLE VARIABLE DISCHARGE HOSE 30" MIN FIBERGLASS TANK WITH ANTI -FLOAT FLANGE / SS DISCHARGE WYE (FACTORY INSTALLED) "36" SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY 1 HP MOTOR E/ONE EQUALIZER ELECTRICAL QUICK DISCONNECT (EQD) LIFTING ROPE (NYLON) DISCHARGE SLIDE FACE QUICK DISCONNECT "COD" r SS DISCHARGE WYE 1j" FEMALE NPT (FACTORY INSTALLED) ANTI -SIPHON "96" CHECK VALVE 3M 25" 13" 17 196 gal 102 gal 133 gal VOLUMES SHOWN ARE FOR 048" E-ONE W-SERIES DUPLEX SCALE.- N.T.S. NOTES: - AMENITY BUILDING SHALL USE (1) E/ONE 36-INCH DIAMETER X 96" HEIGHT DUPLEX WITH TANK, PUMPS AND DUPLEX PROTECT PLUS ALARM PANEL. 50 FOOT SUPPLY CABLES, 1.25" FLEX CONNECTOR AND 1.25" CURB STOP NOTES: 1) GRINDER PUMP MUST BE AT LEAST 10 FEET FROM FOUNDATION. 2) ALL COMPRESSION FITTINGS SHALL BE BRASS OR STAINLESS STEEL OR APPROVED EQUAL. 3) ALL CURB STOP EXTENSION RODS SHALL BE STAINLESS STEEL. 4) HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT/COMPRESSION CONNECTIONS. 5) STAINLESS STEEL, BRASS, OR FUSED DRESSER COUPLINGS TO BE USED WHERE EXISTING LINE IS CUT FOR TEE. 6) ALL FORCEMAIN SANITARY SEWER LINES SHALL BE AT A DEPTH OF 5' OR GREATER. IF LESS THAN 5' LINE SHALL BE INSULATED. (SEE SARATOGA COUNTY SEWER DISTRICT #1 TRENCH DETAIL) 7) WHEN CONNECTING TO EXISTING FORCEMAIN, CURB STOP MUST BE PLACED AS CLOSE AS POSSIBLE TO EXISTING FORCEMAIN AND OUTSIDE OF PAVEMENT WITH VALVE BOX. 8) TIE-IN SADDLE TO BE STAINLESS STEEL BANDED TAPPING SLEEVE, BANDED REPAIR SERVICE SADDLE, FULL CIRCLE REPAIR CLAMP FOR TAPPING BY SMITH BLAIR, PIPE FUSING, OR APPROVED EQUAL 9) CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW A,Y, MCDONALD FULL PORT (BALL STYLE) CORPORATION STOP 1.25" OR 1.5" M.I.P.T.x1.5" F.I.P.T WHEN CONNECTING TO EXISTING FORCEMAIN EXISTING PVC SANITARY FORCEMAIN THRUST BLOCK TO UNDISTURBED GROUND CUT -IN 4" GASKETED DUCTILE IRON X 1.5" TAPPED WYE AND D.I. REPAIR (SLIP) COUPLING (AS MANUFACTURED BY HARCO OR SMITH BLAIR SADDLE) FINISHED GRADE (TYP.) 0- w > 0 U #10 STAINLESS STEEL HDD TRACER WIRE (TYP.) L � g R.O.W. OR EASEMENT LINE CURB BOX WITH f CAP LABELED, "SEWER". (TYPICAL) i CONCRETE BLOCK 4"x8"x16" (TYP.) PLACED ON TOP OF 6" - MIN. STONE BEDDING 1.25" MIN. I.D. HDPE DR 9 OR 11 (I.P.S.) (200 PSI MIN.) INSTALL WITH HORIZONTAL SLACK �- 1.25" OR 1.5" BRASS PACK JOINT CURB STOP, FULL PORT (BALL STYLE) WITH 1/4" TURN CHECK AS MANUFACTURED BY FORD METER BOX CO. (TYP.) BRASS PACK JOINT COUPLINGx1.5" M,I.P.T. Approved under the authority ofgcalresOlution ade.n by the e) Planning re ; OT, a `onaSprings. _.__...— Chamrn �signed- 17 WITHIN 5't FROM PUMP ..... ......... .............. CT TO PUMP DISCHARGE PACK JOINT COUPLING MATERIAL: WATER WORKS STAINLESS STEEL OR BRASS 1.25" MIN. MNPT GRINDER PUMP INSTALLATION DETAIL SCALE: NTS OUTDOOR GRINDER PUMP TO SANITARY FORCE MAIN CONNECTION NOT TO SCALE NOTES: 1. CONCRETE SHALL BE 4,000 PSI. SEE CONCRETE SPECIFICATIONS DETAIL FOR COMPLETE CONCRETE SPECIFICATIONS. 2. FOR REQUIRED BEARING AREA AND DIMENSION L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL -FABRIC FABRIC -i . SEWER MORC OM _ E AIN) 3. CONCRETE NOT TO OVERLAP ANY JOINT. Z 4. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE WIDTH AS THRUST BLOCK ��'\VAv, \v JOINTING HARDWARE. 5 BEARING - REQUIRED \' A \: AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12 DIAMETER TO BE APPROVED R o \ \\' BY CITY ENGINEER. 6. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: `n V= LD (W+ID) - ID p /0 PLAN TEE WITH PLUG TEE WHERE: V = VOLUME IN CUBIC YARDS UNDISTURBED L = LENGTH OF BLOCK IN FEET SOIL D = DEPTH OF BLOCK IN FEET Q = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF WITH A SAFETY FACTOR OF 1.7. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS MAY BE MODIFIED BY ENGINEER. 8. IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL AS REQUIRED BY THE ENGINEER. 9. VALVES FOR TEE ALSO APPLY TO END PLUGS, CAPS, AND TAPPING SLEEVES. TYPICAL THRUST BLOCKS D ETAI L CITY OF SARATOGA SPRINGS STANDARD DETAIL PLAIN RUBBER GASKET BELL OR SOCKET SPIGOT OR PLAIN END : will NUT (%" & -Y4" BOLT, TORQUE TO MANUFACTURERS RECOMMENDATIONS) SPIGOT OR PLAIN END M.J. BOLT TORQUE JOINT SIZEBOLT SIZETORQUE RANGE 3" %" 45-60 FT-LBS 4"-24" 3/4" 75-90 FT-LBS SECTION 'A' PUSH -ON JOINT(P.O.J.) MECHANICAL JOINT(�M.J.) TYPICAL JOINT DETAIL SCALE: NTS SCALE: NTS REQUIRED BEARING AREAS do DIMENSIONS FOR CONCRETE THRUST BLOCKS PIPE TEE(SEE NOTE 5) 90'04) BEND 45'06) BEND 22VO(e) BEND 11Y470W BEND SIZE (IN.) AREA S.F. DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. AREA S.F. DIMEN. D& L D& L D& L D& L D& L 4" 1.4 1.0 x 1.5 2.0 1.0 x 2.0 1.1 1.0 x 1.0 0.6 0.5 x 1.5 0.3 0.5 x 1.0 6" 3.2 1.5 x 2.5 4.5 2.0 x 2.5 2.4 1.5 x 2.0 1.2 1.0 x 1.5 0.6 0.5 x 1.5 g" 5.7 2.0 x 3.0 8.0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 10" 8.8 2.5 x 3.51 12.5 3.0 x 4.51 6.8 2.0 x 3.0 3.4 1.5 x 2.5 1.7 1.0 x 2.0 12" 12.7 13.5 x 3.51 18.0 14.0 x 4.51 9.7 12.5 x 4.01 5.0 12.0 x 2.5 1 2.5 11.5 x 2.0 THRUST BLOCKS NOTES CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS SARATOGA STANDARD MUELLER SUPER CENTURION A-423 WITH 4" STORZ CONNECITON (SEE NOTE 2) BREAK FLANGE. LOWEST PART OF BOLTS TO BE A MIN. 1 J" ABOVE F.G. AND A MAX. 8" ABOVE F.G. HYDRANTS SHALL HAVE A MINIMUM CLEARANCE OF 3'0" FROM BOLLARDS, WALLS, UTILITY POLES AND OTHER OBSTRUCTIONS. POLYETHYLENE OR BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A 7:L•1t� CONCRETE THRUST BLOCK. 3,000 PSI (NOT REQUIRED IF R.G. OR TIE RODS ARE USED) r'""SHED GRADE FULL LENGTH OF PIPE CENTERED ON SEWER LINE -----I WATER LINE SANITARY SEWER OR STORM SEWER SEE NOTE BELOW NOTES: NOTE: 1. REFERENCE - TEN STATE STANDARDS PIPE JOINTS TO BE EQUIDISTANT FROM 2. WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE POINT OF CROSSING FOR BOTH WATER TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN AND SEWER PIPES. 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 PROVED THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. INSTALLATION OF WATER MAIN AT CROSSING WITH SANITARY OR STORM SEWER CITY OF SARATOGA SPRINGS STANDARD DETAIL PAINT SCHEDULE: ---------- - 4'-6" MIN. - -- --� SIZE OF COLOR BONNETOAND COLOR OF PREFERRED AS MAIN CONNCECTOR COVERS BARREL 2'-6" MIN CLOSE AS - �{ 4- RED YELLOW PREFERRED AS FAR AS POSSIBLE POSSIBLE 6- BLUE YELLOW g• GREEN, FOREST YELLOW 2'-6" PREFERRED 10" BROWN YELLOW 1'-6" MIN. 12" GRAY, BATTLESHIP YELLOW °-1 MAX- 14" GREEN, LIGHT YELLOW m 16" ORANGE YELLOW 20" BLACK YELLOW i L) o 24" YELLOW YELLOW - io z Uj F FLUSH WITH _I ( PAVEMENT OR CURB J 1" REVEAL IN FINISHED GRADE -� I TURF AREAS Uj N \ \\ \ \ VALVE BOX -- - _J COVER AS REQ'D 0° o (TELESCOPIC I 6" M.J. R.W. GATE-- 5'-0" MIN. 0o 1 PATTERN) VALVE "OPEN LO RIGHT" (SARATOGA I 0 3/4" TIE -ROD FOR 1 STD. - MUELLER - MAIN I THRUST RESTRAINT (ONE AWWA C509) (SEE' i i? ~ I EACH SIDE) OR RETAINER I NOTE 3) 1 e GLAND A.O.B.E. BEDDING, PIPE ZONE M.J. ANCHORING BACKFILL TYPICAL TO TEE TRENCH DETAIL REQ'D. CONCRETE THRUST BLOCK. 3,000 PSI (TYP.) NOTES: 1. MAINS SHALL BE CLASS 52 DIP AND VALVED TO INSURE THAT WATER FLOW IS NOT INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. 2. HYDRANTS SHALL BE MUELLER SUPER CENTURION A-423. THEY SHALL MEET THE STANDARDS OF THE MUELLER "SARATOGA HYDRANT" HAVING 5-1/4 INCH VALVE OPENING, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS AND ONE 4" STORTZ QUICK -RELEASE CONNECTION. ALL HYDRANTS SHALL HAVE SIX INCH MECHANICAL JOINT INLET CONNECTIONS, A 7/8 INCH SQUARE OPERATING NUT -OPEN RIGHT. ALL HYDRANTS SHALL MEET ALL AWWA SPECIFICATIONS FOR 150 PSI WORKING PRESSURE AND 300 PSI TEST PRESSURE. 3. ALL VALVES SHALL BE MUELLER MECHANICAL JOINT, RESILIENT WEDGE GATE VALVES AS PER AWWA REQUIREMENTS FOR A 250 PSI WORKING PRESSURE, NON -RISING STEM, WITH A 2" SQUARE OPERATING NUT = OPEN RIGHT "SARATOGA STANDARD" WITH A CAST ARROW TO INDICATE DIRECTION OF OPENING. 4. PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC, FIRE/SPRINKLER AND OTHER PRIVATE FEEDS. TYPICAL HYDRANT INSTALLATION DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS m SCALE: NTS Approved under the authority of a resolution adopted by the (dat Pianni .j La tth it 0 atoga_Springs. Chair an date signed) ACCESSIBILITY NOTES: NOTES: SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH THE WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL PARKING SPACE NOTES: 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE. GENERAL 1. LAWS & REGULATIONS. 2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS. LANSING ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT 2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL BE 96 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING THE PROJECT. IN ADDITION, LANSING ENGINEERING HAS MADE A POINT IN THESE NOTES ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING SPACES AND ACCESS AISLES ARE AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT COMPLY WITH FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW MARKED WITH LINES, THE WIDTH MEASUREMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE. YORK STATE AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK. 3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS FOR ACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS 3. THE CONTRACTOR SHALL NOTIFY LANSING ENGINEERING IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY LANSING BEHIND PARKED VEHICLES. ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY DAMAGES AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S). 4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. 4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR 5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE. ADDITIONAL INFORMATION. ACCESSIBLE ROUTE NOTES: 6. ACCESS AISLES SHALL BE MARKED TO DISCOURAGE PARKING IN THEM. 7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR ANGLED VAN 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY THEY SERVE. 8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 3. WALKING SURFACES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%. 9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. 4. ANY WALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS. 10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL). 11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE PARKING SPACES. 6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT 7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ROUTES SHALL BE THIRTY SIX (36) INCHES MINIMUM. OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH BOLLARD PROTECTION. 8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42) INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH 13. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM. PAVEMENT. 9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES 14. WHERE PARKING IS PROVIDED WITHIN OR BENEATH A BUILDING, ACCESSIBLE PARKING SHALL ALSO BE PROVIDED WITHIN OR BENEATH THE BUILDING. SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE INTERSECTION. --1.0'- 10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES, THE NEW YORK STATE BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS. RESERVED 11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES. i PARKING 12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE "U) SHALL COMPLY WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS. RAMP NOTES* ! �� 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE CONSIDERED A RAMP. ---------- R7-8 2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. 3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES. WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTii SHALL BE MEASURED BETWEEN THE HANDRAILS. 4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM. j ACCESSIBLE 5. LANDINGS SHALL BE PROVIDED Al THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE R7-8A AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM. j I 6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES OR A HORIZONTAL PROJECTION GREATER THAN SEVENTY-TWO (72) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH. FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS. o 7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT. c° 8. EDGE PROTECTION COMPLYING WITH FAIR HOUSING ACCESSIBILITY GUIDELINES, THE BUILDING CODE OF NEW YORK STATE, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS. 9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY THE BUILDING CODE OF NEW YORK STATE SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT TURNING SPACE. I CURB RAMP NOTES: 1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. 2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. F CURB RAMP SH L BE SIXTY 60 INCHES MINIMUM EXCLUSIVE OF FLARED SIDES IF PROVIDED GREEN BORDER GREEN LETTERING BLUE BACKGROUND WITH WHITE SYMBOL (NOTE: 2014 SYMBOL TO BE USED) WHITE BACKGROUND 12"W X 6"H WITH GREEN LETTERING AND BORDER 2Y2" GALVANIZED U-POST EMBEDDED 3'-0" BELOW GRADE NOTE: USE THIS SIGN WHEN THERE IS NO SUPERSEDING LOCAL SIGNAGE REQUIREMENT. I NO PARKING - ANY TIME I I Pi RED BORDER 6X6-NO. 6/6 WOVEN TOOLED JOINT 5'-0" O.C. WIRE MESH EXCEPT OR AS SHOWN ON PLANS �, A.O.B.E. (Y4"R AND SEALER) RED LETTERING D/5 1 MIN WHITE BACKGROUND D D/3 - •. . . ------------- ----- A -� - CUT ALTERNATE GRANULAR SUBBASE COURSE � WIRES AT JOINT NYS DOT SECT. 304, TYPE 2 2 GALV. U-POST COMPACTED TO 95% I CONTRACTION JOINT EMBEDDED 3'-0" STANDARD PROCTOR (TYP.) BELOW GRADE GRAVEL SUBGRADE COMPACTED TO 90% PROCTOR NOTE: USE THIS SIGN WHEN THERE IS NO SUPERSEDING LOCAL SIGNAGE REQUIREMENT. 3. THE CLEAR WIDTH 0 A AL ( ) 0 SIGN TO BE PLACED IN FRONT OF PARKING SPACE 4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING A. D .A ACCESSIBLE PARKING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION. i �--+ 5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES. AND ACCESS AISLE SIGNAGE E 6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%. 7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. 8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 9. CURB RAMPS SHALL HAVE A TWENTY-FOUR (24) INCH DEEP DETECTABLE WARNING COMPLYING WITH 406.12 Al 17.1-2003, EXTENDING THE FULL WIDTH OF THE RAMP. REFER TO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. LOCATION OF ACCESSIBLE-, PARKING SIGNAGE 10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, 112 INCH WIDE BY 1A INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP. \. SLOPED CURB 11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. 4 SLOPED SIDEWALK HANDICAP 12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK. RAMP WITH COARSE BROOM \ FINISH (TYP.) 13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE RAMP AREA. 14. CURB RAMP TYPE AND LOCATION ARE PER PLAN. L' \ RESERVED NO y PARKING PARKINGAf .. ® ANY SIDEWALK RAMP LANDING TIME FLUSH WITH PAVEMENT �. ------------- MI ]TCn Nn P4-Fir MUTCD NO. P1-1 C "HANDICAP PARKING" SIGN - W/"VAN ACCESSIBLE" SIGN FACE OF CURB "NO PARKING ANYTIME" SIGN NO PARKING STRIPE PAINTED BLUE WITH 4" DIAGONAL LINES 4" WIDE PARKING LINES PAINTED WHITE OR BLUE ANSI STANDARD HANDICAP SYMBOL 91-01, NOTE: MAXIMUM SLOPE WITHIN HANDICAPPED PARKING SPACE AND/OR STRIPED AISLE SHALL NOT EXCEED 1:50 (2%) TYPICAL PARKING SPACE LAYOUT SCALE: NTS SIDEWALK & CURB PER PLAN E.0Gl b7_1�:/ (PER SHEET GP-1) RAMP SECTION (WIDTH VARIES) RAMP LANDING FLUSH, SMOOTH RAMP LANDING AT PARKING LOT S 10 EWALK RAM P SCALE: NTS SCALE: NTS - PAVEMENT MARKINGS' PER ADA STANDARDS Q NOTES: REFER TO PLANS (GR-1) FOR SPECIFIC SLOPE AND SPOT ELEVATIONS. Approved under the authority of a resolution adopted by the (date) �ned Springs. 1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL" MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2. WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT AND BELOW, A NON -CHLORINE ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305F-99. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER -CEMENT RATION. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER IS APPROXIMATELY 2 TO 3 INCHES. 4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERE TO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY ENGINEER. CONCRETE SPECIFICATIONS CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: N.T.S. TOOLED JOINT WITH , Y4"R AND SEALER D/3 3" TYP A GRAVEL SUBGRADE--' COMPACTED TO 90% EXPANSION JOINT PROCTOR 6X6-NO. 6/6 WOVEN WIRE MESH EXCEPT r A. B.E. ' --- TYPICAL ._ _...__-....... 3» TYPICAL FIXED OBJECT OR EXISTING SIDEWALK PRE -MOLDED EXPANSION JOINT FILLER AND SEALER APPROX. 20" O.C. OR AS SHOWN ON PLANS (TYP) NOTES: 1. ALL EXPOSED SURFACES TO HAVE BROOM FINISH PERPENDICULAR TO WALK. 2. JOINTS SHALL NOT BE SAW CUT. 3. WHERE IT IS ANTICIPATED THAT A CONCRETE SURFACE WILL HAVE SALT OR CALCIUM CHLORIDE APPLIED, THAT SURFACE SHALL BE TREATED WITH AN APPROVED WATER PROOFING MATERIAL AND HAVE A CONCRETE 28 DAY STRENGTH OF 4000PSI. 4. EXPANSION JOINT SPACING - 20'-25' O.C. SPACING. 5. CONTROL JOINT SPACING - 5' O.C. NOMINAL. 6. THICKNESS OF SIDEWALK (D) TO BE 6" AT DRIVEWAY CROSSINGS AND 4" AT ALL OTHER LOCATIONS. 7. THICKNESS OF SUBBASE (A) TO BE 8" AT DRIVEWAY CORSSINGS AND 6" AT ALL OTHER LOCATIONS. 8. CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX SLOPE 1:50 TYP) TOWARDS STREET OR A.O.B.E. 9. MAX SLOPE ALONG THE LENGTH OF THE WALK SHALL NOT EXCEED 1:12. 10. CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY THE CITY ENGINEER. 11. SIDEWALK WIDTH TO BE 5' MIN OR AS ORDERED BY THE CITY ENGINEER. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2. SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN) FROM EDGE OF SHOULDER. 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CONCRETE SIDEWALK DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" x 6" NO. 6/6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR (PER SHEET GP-1) RAMP SECTION SIDEWALK TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING TYPE 2 NOTES: SLOPE NOT TO EXCEED 1:12 OR 8.33% (REFER TO GRADING PLAN) SCALE: N.T.S. BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" x 6" NO. 6/6 WOVEN WIRE MESH 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) EXPANSION JOINT SPACING - 20' - 25' O.C. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: CONTROL JOINT SPACING - 5' O.C. NOMINAL 1. SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. 2• SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E 3. SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. MAX. SLOPE ALONG THE LENGTH OF THE WALK GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS SHOULD NOT EXCEED 1:12 WITHIN SARATOGA SPRINGS: CONSTRUCTION JOINT DETAILS TO BE SUBMITTED 1. ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE AND APPROVED BY CITY ENGINEER APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED 2. SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN) FROM EDGE OF SHOULDER. BY CITY ENGINEER 3. SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. CONCRETE SIDEWALK DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS GENERAL NCTES: 1. BENCH TO BE BOLTED TO CONCRETE WALKWAY VIA GALVANIZED ANCHOR BOLTS OR APPROVED EQUAL. CAST IRON PARK BENCH DETAIL SCALE: NTS ALLAN BLOCK 3' CONSOLIDATION FINISHED GRADE WALL BATTER ZONE FROM VERTICAL OPTIONAL ALLAN BLOCK CAPSTONE IMPERMEABLE - FILL TO MINIMUM THICKNESS OF 6" ALLAN BLOCK UNIT _ EXTENDED LENGTH MAY BE „ REQUIRED DUE TO SITE OR SEISMIC CONDITIONS - WELL -GRADED GRANULAR _ 0.25" - 1.5" WALL ROCK (LESS THAN 10% FINES) EXPOSED WALL HEIGHT - INFILL: SOIL GEOGRID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN FINISHED GRADE 4" HEEL DRAIN PIPE VENTED = TO DAYLIGHT EMBEDMENT — DEPTH 12" MIN 6" MIN GEO-GRID LENGTH NOTE: ALL RETAINING WALL DESIGNS SHALL BE PROVIDED BY THE RETAINING WALL MANUFACTURER AND SHALL BE CERTIFIED BY A LICENSED GEOTECHNICAL ENGINEER. COPIES OF ALL DESIGNS SHALL BE SUBMITTED TO THE PROJECT DESIGN ENGINEER AND THE TOWN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. TYPICAL RETAINING WALL DETAIL (ALLAN BLOCK) S SCALE: NTS 1" WHITE REFLECTIVE `O STRIPING `O PAINT BOLLARDS HIGH VISIBILITY FLUORESCENT YELLOW -GREEN ;,• OPEN IN FRONT OF NOZZLES 4'-0" MIN. BOLLARD (TYP.) o f- HYDRANT O X p O X 3'-0" 3'-0" MIN. MIN. ------ CONCRETE DOME CAP — 6" SCH 40 IRON PIPE io FILLED W/ 3000 PSI 'to K CLASS A CONCRETE SLOPE FOR DRAINAGE 3000 PSI CLASS A CONCRETE z DO NOT SEAL PIPE BOTTOM CRUSHED GRAVEL 1NYSDOT TYPE 2 18" - �) MIN. NOTES: 1. PROVIDED 5' CLEARANCE BETWEEN BOLLARD AND BUILDING ACCESS. 2. LOCATION AND NUMBER OF BOLLARDS TO BE APPROVED BY CITY FIRE DEPARTMENT FOR ACTUAL SITE CONDITIONS. PIPE BOLLARD DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS 0 2' in L0 PRIVACY FENCING PER DETAILS TAPER CURB (AS NECESSARY) ASPHALT DRIVEWAY EXPANSION JOINT (TYP.) FULL DEPTH OF CONCRETE TACK COAT - NYSDOTI 407.0102 DILUTED TACK COAT 1.5" TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 HMA., 80 SERIES COMPACTION 2" BINDER COURSE - NYSDOT ITEM 402.198902- . 9F9 HMA., 80 SERIES COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 10" SUBBASE COURSE TYPE 2 PER NYSDOT SPECS SECTION 304 (INCREASE 6" FOR TYPE 4 PER NYSDOT SPECS SECTION 304) COMPACTED TO 95% PROCTOR CONSTRUCTION FABRIC, AMOCO STYLE 2006 OR APPROVED EQUAL INSTALLED IN ACCORDANCE WITH PAVEMENT TOP BINDER GRAVEL ESAL TYPE COURSE COURSE COURSE LEVEL PARKING LOT 1-1/2 „ 2 8-10 <0.3 MILLION STANDARD 1-1/2" 3" 12" <30 ROADWAY MILLION HEAVILY TRAVELED / 2" *4„ 12" <30 TRUCK MILLION LOADING SUBGRADE - COMPACTED TO SECTION 207 NYSDOT STANDARD 90% STANDARD PROCTOR SPECIFICATIONS *BINDER TO BE PLACED IN 2-2" LIFTS WITH TACK COAT BETWEEN. NOTES: 1. THICKNESS OF ALL COURSES SHOWN ON THE DRAWINGS ARE COMPACTED THICKNESSES. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR 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. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. 3. ALL MATERIALS SHALL CONFORM TO NYSDOT, SECTION 400 AND SECTION 300. 4. CONSTRUCT ASPHALT PAVEMENT IN ACCORDANCE WITH NYSDOT SECTION 401-3. 5. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. 5. IF SUBGRADE IS UNSUITABLE FOR SUBBASE INSTALLATION AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER INDICATING PROPOSED CORRECTIVE MEASURES (E.G., FILTER FABRIC, UNDERDRAINS, ADDITIONAL GRAVEL, ETC.). 6. CURBS SHALL BE FORMED INTEGRALLY WITH BINDER COURSE AND TOP COURSE. 7. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT COURSES IF MORE THAN 48 HOURS HAS ELAPSED BETWEEN PLACEMENT OF COURSES. TACK COAT WHEN USED SHALL BE APPLIED PER NYSDOT SECTION 407-2 AT APPLICATION RATE OF 0.05-0.1 GAL/SQ.YD. & ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL PAY FOR ALL TESTING. 9. IF MORE THAN 30 DAYS WILL ELAPSE BETWEEN PAVING OF BINDER COURSE PAVEMENT AND TOP COURSE PAVEMENT, ALL SANITARY SEWER AND STORM SEWER FRAME SETS AND VALVE BOXES SHALL BE SET AT THE BINDER COURSE ELEV. AND SHALL BE RAISED AT THE TIME OF APPLICATION OF THE TOP COURSE PAVING. 10. ALL FILL TO CONSTRUCT TO SUBGRADE ELEVATIONS SHALL BE COMPACTED TO 95% PROCTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION OF THE TESTING AND DOCUMENTATION OF THE FILL MATERIAL AND THE COMPACTION OF THE FILL MATERIAL. 11. IN PARKING LOT: FILL AREAS- BACKFILL WITH CLEAN SAND AND GRAVEL COMPACTED IN 12" LOOSE LIFTS UP TO 24" BELOW SUBBASE. THEN COMPACT IN 8" LOOSE LIFTS TO REQUIRED SUBBASE. SAND AND GRAVEL TO BE WELL GRADED WITH NO MATERIAL LARGER THEN 3" AND LESS THEN 10% FINER THEN THE #200 SIEVE, COMPACTION TO BE 95% STANDARD PROCTOR DENSITY, MEASURED AT EACH LIFT. PROVIDE SIEVE TEST OF FILL MATERIAL FOR APPROVAL PRIOR TO USE. PROVIDE COMPACTION RESULTS DEMONSTRATING CONFORMITY. SUITABLE NATIVE MATERIAL SHALL BE PERMITTED IN FILL AREAS AS AN ALTERNATE TO THE MATERIAL SPECIFIED ABOVE SUBJECT TO DESIGN AND CITY ENGINEERS REVIEW AND APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GEOTECHNICAL ANALYSIS TO DETERMINE THE SUITABILITY OF THE NATIVE MATERIAL AS ROAD FILL TO THE SATISFACTION OF THE DESIGN AND CITY ENGINEER. 20' NOTE: VINYL SLATS TO MATCH ADJACENT BUILDING COLOR ASPHALT PAVEMENT D ETAI L CITY OF SARATOGA SPRINGS STANDARD DETAIL SLOPED TOP CHAIN LINK VINYL COATED FENCING W/ PRIVACY VINYL SLATS 3"0 GALVANIZED STEEL POST PAVEMENT/LAWN 1 DROP CONCRETE FOOTING TO ALLOW PAVING TO CONTINUE UP TO POST. 18"0 X 48" DEEP, 2500 PSI CONCRETE FOOTING DOUBLE DUMPSTER ENCLOSURE SCALE: NTS F CONCRETE SIDEWALK & APRON /,, TYPE 1 AT NON -VEHICLE TRAFFIC AREAS ,I TYPE 2 AT VEHICLE TRAFFIC AREAS (SEE CONCRETE SIDEWALK DETAIL) %.t L 6" CONCRETE I CURB L TRANSITION CURB 22 OPENING -- "-____ `` BOTH SIDES (TYP •) '�-1 /2" REVEAL V ENT 5- __-_- -- STREET (MAX.) WARPED PA EM AREA (TYP. BOTH ' SIDES) DROP CURB AT COMMERCIAL DRIVEWAY DETAIL CITY OF SARATOGA SPRINGS STANDARD DETAIL SCALE: NTS approved under the authority of a resolution adopted A 1 MLLA2 by the (date Springs. UNDISTURBED SUBGRADE SCALE: N.T.S. OPTIONAL 1 N4" POST COVER PLAN Imo— 8' SECTION WIDTH CTR TO CTR 8' 2" NOM ......{ If 10" VINYL PRIVACY FENCE DETAIL SCALE: NTS 6" COMPACTED STONE DUST CONSTRUCTION FABRIC, MIRAFI 50OX OR APPROVED EQUAL INSTALLED IN ACCORDANCE WITH SECTION 207 NYSDOT STANDARD SPECIFICATIONS STONE DUST PATH DETAIL SCALE; NTS . 8 \\\\ \\ ` g \°�\\L �� i DETAIL 1 Support Post, Spiral Slide and RockBlocks Post Footing Detail Suppod post ..®-� Factory Applied Protective Surfacing Proteebs ri-fec ng Level Sticker Level s'. Vanes _ Ground Level ii / c"(51mm) 36 (914 (106Tmm) varies Concrete 2b Sloe Perforated End Cap (457m.m) or Porous Matede D lr STONE OPTION? OR Protective Surlacng Level �` Vanes 76a _.,.,;.. 42 (514mm) r (1oe7mm ; DETAIL 2 GroundZerO, Cantilever and "T" Post Footing Detail Support Post Support Post •', � Factory -Applied Pro ad". Sur:adng Protective Surfacing Prolarllva Surtawx3 Factory-Applletl Level ,`_ ____._. _._..__. _-_-.- ( / -Level Sticker Lave; --___...-.T—__T. _.�..... Protective Sudacin9 Ve} s', Ground Lave: Vedas Level Siirdce� 2-(51mmj _ i Ground T \ d } _suet y 2"(51mm) 46'.�%� (122emm)Y�, ,\ Y 46" ya # � '. (7220mrr) � 1 v 54 l (13 2mm)',, Block .i I--18"-- Porous (457mm) ?alatenal Diameter `BLOCK OPTION! DETAIL 3 Component Footing Detail ISM Comporii .• Component �, Factory-Apptied Factory -Applied Protective Surfacing Prctective Surfacing FoteUivre Surfacing Protective Surfacing Leve' Stickr Level j- Level Sticker l- I Vanes Ground Level 1 t Varier Ground Lew] +-2'(51mm) 24 1 1 i 2'(51mm) 2C 1 t810mm} 1 (6 41— (762mm) Vadea (762mmyarnsOncreta .'. CenG'e2b Slone ' 3�12" Perforated End Cap Mock 12''"— ( or Porous Matedal Porous () Diameter Material Dlamaler ,STONE OPTION, OR •BLOCK OPTION) `PLAYGROUND SUPERVISION REQUIRED 26 Stoae,-' II 16""'{ 'Perforated End Cap (457mm) or Porous Material Diameter (STONE OPTION( OR `DETAIL 4 ; Surface Mount Detail Su'lacs M—d Post ? acteryApplied Protective Surfeeng / P rotective Surfacing Level v, lv _ evni Sticker 2 (5tmm) Anchor Bolts Supplied By Customer Concrete Slab t - . or Pler aa_e Factory -Applied Protective Surfacing Level Sticker Ground Leve! Bloch i I ---is°-^. Peroue i457mm) Malmo( Diamew \BLOCK OPTION Varies PuveasWacas, sCa, as asPW a nu ea_.e. ate.N irt bia far uaa rsrrar w,ur alrlch w t is the —orsiW, W a,nckvAll, Iwai "qi2�. p- ­J,g-PI 9 MN Y Ug d:fi rely lln•. maz ..J. itN f rem" It is U. o 0dy to d k be �- arm a- N m m W 1 qW k,rai t1„ r Pc Priam a. a 1• N ',v i be lolled a:mss uneven to 'n. uaam ma Pnd ao t man; ror Prcmciclva aadaana ie et;he toweff-are. Adlus'Mi, 1-11,Id a..coM rely The base at FPaungs must be Iw,frost lines. pf no, amazes div rwaom araery,ort Pnskmrnnepn. Place ap pasts ,t:,, ly on — Ii stone. Assemble the enure sVuctura before P1111.19 conc'ek rn ssa aPaar ql w'aa too m a d,rel komnwmnl t1 ban' .uvcn e�­gllyn nsmuai:a nssea Pns wa+idea wui Sr E NOTES 1) the.. iar P 1 b b . ' ckad e5a111 11. aH %M *xaxns on ihlea r ron afroorna holes riot a.<abl aacumnl e`eg ca. 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Conwmer Prvduel SMary Commission Orfics a+Infomation ar:d Publk Affairs N4chlnylon, eC.2M01 efswv,,;ssvhaam:: a>uev Pwy PLAARM PLAYWORLD SYSTEMS, INC. 1000 Buffalo Road Lewisburg, PA 17837-9795 USA FOOTING LEGEND COMPONENT FOOTING (DETAIL 3) ,Q Ir \_ O w SPIRAL SLIDE CENTER POST FOOTING (DETAIL 1) z W d_ Z U / W 0 Q SUPPORT POST FOOTING (CETAIL''. or 4) 0 (112" INDICATES POSTLENGTHI Q a CD O CANTILEVER.'T' POST, AND COMPONENT POST FOOTING (DETAIL 21 (72CH1850 INDICATES PART NUMBER qA GROUND ZERO POST FOOTING (DE TAIL 2) (144" INDICATES POST LENGTH) FOOTING DETAIL SCALE: NOT TO SCALE DRAWN BY: paper Size TEi',H SALES DATE: 28-JUNE-13 , .350-1738 _ ............ ........... - ........................................ .. ............... < [7.81 M] ...... ... .......... `+-2" [1.88M] �'_"' TRANSFER Vt [187M] STATION / Wi STEP GLIDE SLIDE 'a. 6-3e [1.91M] A `� STAIR A'UCESo GATE /rPOST 26' 6a1 -- 38 c8 MOUNT [7.93M] [1.86M] \ ezM ��o BELL NUVO TWIST,;,\ CLIMBER \ i '• NUVO 61-211 CURVY [1 ,&7M] / LADDER GLIDE SLIDE V Gs1 r rr / / [1.86M] \ y / L-... F J *PLAYGROUND SUPERVISION REQUIRED Approved under the authority of a resolution adopted CjI 2 by the a Springs. MF_ - ------._--------------------------- 0 5' 10, 0 .5 1.0 2.0 3.0 Meters 1"I WORLU PLAYWORLD SYSTEMS, INC. 1000 Buffalo Road Lewisburg, PA 17837-9795 USA EQUIPMENT SIZE: 13'3" x 13'9" x 9'6" 4 04M x 4,19M x 2,9M USE ZONE. 25'7" x 26'0" 7.81 M x 7.93M ARRk °ER IAPTER 532 SgFt. 84 Ft. 49,42 SqK 25,61yl FAI L 4 Ft. 1,22M USER CAPACIIY: r,.GL GROUP'. 18 5-12 J 11.1 haute Play A-t,de 4 W . ­,;r Le' e: P(y 4,& 0s. 1 on Acversiblc ! •.siMe siokt Q : Ekv�ile_: G."Id Iv_+I ' •'xriA�nr Lc+al ^.ry fiPa e¢a rlry Typ - Q Regl.nd 2.... 1 1 prod-4 ,, ASTM F1487-17 �\ v CPSC #325 PROJECT W. 350.1738A CA:. F-. 114"=T-0" DRAWN EY. Paper Size M. MERTZ DATE: 20•DEC-17 W W M r Lu co W ...... .T-.. FINAL BACKFILL INITIAL BACKFILL, _ SK75 ENDCAP 6" MIN. 12" MIN NON —WOVEN GEOTEXTILE MIRAFI 160N OR APPROVED EQUAL SURROUNDING SUBSURFACE PAVEMENT (PER INFILTRATION SYSTEM SK 75 CHAMBER ENGINEER'S DRAWINGS) L:::�`\-. , \ 9 6" MAX. 12" -- j I �-- — 112" 51 " NOTES: 1. CHAMBER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION GUIDELINES. 2. FOUNDATION: TRENCH BOTTOMS WITH UNSTABLE OR UNYIELDING MATERIAL SHALL BE EXCAVATED TO A DEPTH DIRECTED BY THE ENGINEER AND REPLACED WITH SUITABLE MATERIAL. FOR UNSTABLE MATERIALS, GEOTEXTILE MAY BE USED TO STABILIZE THE TRENCH BOTTOM, IF DIRECTED BY THE ENGINEER. THE DESIGN ENGINEER IS RESPONSIBLE FOR VERIFYING FOUNDATION SUITABILITY. 3. GEOTEXTILE: A 6oz NON —WOVEN GEOTEXTILE FILTER FABRIC SHOULD BE USED TO PREVENT NATIVE SOIL FROM MIGRATING INTO THE INITIAL BACKFILL MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE A 3/4 — 2 INCH, CLEAN, CRUSHED ANGULAR STONE, OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS SHALL BE 9 INCHES. COMPACTION SHOULD BE DONE IN LIFTS OF NO MORE THAN 9 INCHES TO A DENSITY OF 95% STANDARD PROCTOR DENSITY. 5. EMBEDMENT BACKFILL: SUITABLE MATERIAL SHALL BE A 3/4 — 2 INCH, CLEAN, CRUSHED ANGULAR STONE, OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS SHALL BE 9 INCHES. EMBEDMENT BACKFILL SHALL EXTEND FROM TOP OF BEDDING TO NOT LESS THAN 11j" INCHES ABOVE THE TOP OF THE CHAMBER. NO COMPACTION IS REQUIRED BUT AN EFFORT SHOULD BE MADE TO HAND KNIFE STONE INTO ALL CORRUGATIONS. 6" MIN. 6911f_1:111=11i1%kgIDIN I[$] 18" MIN. ? - EMBEDMENT BACKFILL UNDISTURBED SOIL BEDDING 6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE A GRANULAR, WELL GRADED SOIL WITH LESS THAN 35% FINES OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION. INITIAL BACKFILL SHALL EXTEND FROM TOP OF EMBEDMENT BACKFILL TO NOT LESS THAN 24 INCHES ABOVE THE TOP OF THE CHAMBER. COMPACTION SHOULD BE BROUGHT TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 7. FINAL BACKFILL: SUITABLE MATERIALS SHALL BE ANY SOIL DIRECTED BY THE ENGINEER. FINAL BACKFILL SHALL EXTEND FROM TOP OF INITAL BACKFILL TO NO MORE THAN 8 FEET ABOVE THE TOP OF THE CHAMBER. COMPACTION LEVELS SHOULD FOLLOW ENGINEERS RECOMMENDATIONS. 8. MINIMUM COVER: FOR UP TO H-25 TRAFFIC APPLICATIONS A MINIMUM COVER OF 24 INCHES IS REQUIRED, MEASURED FROM THE TOP OF THE CHAMBER TO THE BOTTOM OF THE FLEXIBLE PAVEMENT. ADDITIONAL COVER MAY BE REQUIRED FOR CONSTRUCTION LOADS OR WHERE RUTTING MAY TAKE PLACE. 9. MAXIMUM COVER: A COVER HEIGHT OF OVER 8 FEET IS NOT RECOMMENDED. COVER HEIGHT IS MEASURED FROM THE TOP OF THE CHAMBER TO THE TOP OF THE PAVEMENT. STORMKEEPER SK75 CHAMBERS SCALE: NTS NYLOPLAST 12" INLINE DRAIN BODY W/12" SOLID HINGED COVER AND FRAME (SEE NYLOPLAST DWG# 7003-110-044 FOR PAVED APPLICATIONS/SEE DWG# 7003-110-045 FOR UNPAVED APPLICATIONS) SK180 CHAMBER NOMINAL 3/4 — 2 INCH CLEAN CRUSHED ANGULAR STONE MIRAFI 160N NON —WOVEN GEOTEXTILE, OR EQUAL 4" SCHED 40 SCREW —IN CAP CONCRETE COLLAR PAVEMENT GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES -4" SCHED 40 PVC .'4" SCHED 40 PVC COUPLING 1 4" SCHED 40 PVC CORE 4.5" 0 HOLE IN CHAMBER (4.5" HOLE SAW REQ'D) ANY OF (6) VALLEY LOCATIONS CONNECTION DETAIL NTS NOTES: 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY OF (6) CHAMBER CORRUGATION VALLEYS 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. STORMKEEPER CHAMBER INSPECTION PORT DETAIL SCALE: NTS SUBSURFACE STORMWATER MANAGEMENT SYSTEM #'I 0 20 40 CATCHBASIN OR MANHOLE WITH WEIR WALL CATCHBASIN OR MANHOLE SUMP DEPTH TBD BY DESIG ENGINEER WHAM CA ITI n I- n^111 11/IT1.1 111nAM STORM CHAMBERS COVER PIPE CONNECTION TO END CAP WITH NON —WOVEN GEOTEXTILE OPTIONAL INSPECTION PORT PER ENGINEER'S DRAWING LANE SEDIMENT STRIP DETAIL SCALE: NTS SYSTEM # 1 NOTES: BOTTOM OF STONE = 305.69' BOTTOM OF CHAMBER = 306.69' TOP OF CHAMBER = 309.19' TOP OF STONE = 309.69' FINISHED GRADE ELEV. (MIN.) = 311.34' HIGH SEASONAL GW ELEV. = 303.21' SEDIMENT STRIP NOTES: SEDIMENT STRIP SIZED TO PROVIDE PRETREATMENT FOR 100% OF THE WATER QUALITY VOLUME CHAMBER MODEL = SK75 BY LANE NUMBER OF CHAMBERS = 42 NUMBER OF END CAPS = 12 Approved under the authority of a resolution adopted 41� Z. 2►� by the a S rings• ®3 ; Saratog p Pia; <______... ate 2 LAYERS OF MIRAFI 60OX WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS SK31 = 3.5' WIDE STRIPS SK75 = 4,75' WIDE STRIPS SK180 = 7.16' WIDE STRIPS SK290 = 9.13' WIDE STRIPS umAn rAlTlnr ROW WITH MIRAFI GEOTEXTILE GEOTEXTILE TO EXTEND 6" PAST END CAP N. STONE DEPTH R CHAMBER TYPE X WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS ISOLATOR ROW (TYP.) EDGE OF STONE (TYP.) INSPECTION PORT (TYP.) SYSTEM #2 NOTES: BOTTOM OF STONE = 307.50' BOTTOM OF CHAMBER = 308.50' TOP OF CHAMBER = 313.50' TOP OF STONE = 314.50' FINISHED GRADE ELEV. (MIN.) = 315.44' HIGH SEASONAL GW ELEV. = 305.30' SEDIMENT STRIP NOTES: SEDIMENT STRIP SIZED TO PROVIDE PRETREATMENT FOR 100% OF THE WATER QUALITY VOLUME CHAMBER MODEL = SK290 BY LANE NUMBER OF CHAMBERS = 98 NUMBER OF END CAPS = 6 6'-18' HDPE 01.00% 1 13'-12' 9'-18' HDPE 01.00x DMH2 RIM=315.76 INV IN-310.34(DMH4) INV IN-3 ) �.• INV OUT=308.59308.590 '\ LON i CB8 RIM=315.18 SUBSURFACE STORMWATER MANAGEMENT SYSTEM #2 0 20 40 FINAL BACKFILL \�\\\ INITIAL BACKFILL \\?\\\ 12" MIN. SK290 .K' ENDCAP 1\101�, I II (I 59.5" 12" MIN NON —WOVEN GEOTEXTILE MIRAFI 160N OR APPROVED EQUAL SURROUNDING SUBSURFACE PAVEMENT (PER INFILTRATION SYSTEM SK 290 CHAMBER ENGINEER'S DRAWINGS) MAX. 12 12"I100.5" NOTES: 1. CHAMBER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION GUIDELINES. 2. FOUNDATION: TRENCH BOTTOMS WITH UNSTABLE OR UNYIELDING MATERIAL SHALL BE EXCAVATED TO A DEPTH DIRECTED BY THE ENGINEER AND REPLACED WITH SUITABLE MATERIAL. FOR UNSTABLE MATERIALS, GEOTEXTILE MAY BE USED TO STABILIZE THE TRENCH BOTTOM, IF DIRECTED BY THE ENGINEER. THE DESIGN ENGINEER IS RESPONSIBLE FOR VERIFYING FOUNDATION SUITABILITY. 3. GEOTEXTILE: A 6oz NON —WOVEN GEOTEXTILE FILTER FABRIC SHOULD BE USED TO PREVENT NATIVE SOIL FROM MIGRATING INTO THE INITIAL BACKFILL MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE A 3/4 — 2 INCH, CLEAN, CRUSHED ANGULAR STONE, OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS SHALL BE 9 INCHES. COMPACTION SHOULD BE DONE IN LIFTS OF NO MORE THAN 9 INCHES TO A DENSITY OF 95% STANDARD PROCTOR DENSITY. 5. EMBEDMENT BACKFILL: SUITABLE MATERIAL SHALL BE A 3/4 — 2 INCH, CLEAN, CRUSHED ANGULAR STONE, OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS SHALL BE 9 INCHES. EMBEDMENT BACKFILL SHALL EXTEND FROM TOP OF BEDDING TO NOT LESS THAN 114" INCHES ABOVE THE TOP OF THE CHAMBER. NO COMPACTION IS REQUIRED BUT AN EFFORT SHOULD BE MADE TO HAND KNIFE STONE INTO ALL CORRUGATIONS. CATCHBASIN OR MANHOLE WITH WEIR WALL CATCHBASIN OR MANHOLE SUMP DEPTH TBD BY DESIGN ENGINEER MOM SUITABLE FOUNDATION - 24" MIN. f EMBEDMENT BACKFILL UNDISTURBED SOIL BEDDING 6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE A GRANULAR, WELL GRADED SOIL WITH LESS THAN 35% FINES OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10) WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION. INITIAL BACKFILL SHALL EXTEND FROM TOP OF EMBEDMENT BACKFILL TO NOT LESS THAN 24 INCHES ABOVE THE TOP OF THE CHAMBER. COMPACTION SHOULD BE BROUGHT TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 7. FINAL BACKFILL: SUITABLE MATERIALS SHALL BE ANY SOIL DIRECTED BY THE ENGINEER. FINAL BACKFILL SHALL EXTEND FROM TOP OF INITAL BACKFILL TO NO MORE THAN 8 FEET ABOVE THE TOP OF THE CHAMBER. COMPACTION LEVELS SHOULD FOLLOW ENGINEERS RECOMMENDATIONS. 8. MINIMUM COVER: FOR UP TO H-25 TRAFFIC APPLICATIONS A MINIMUM COVER OF 24 INCHES IS REQUIRED, MEASURED FROM THE TOP OF THE CHAMBER TO THE BOTTOM OF THE FLEXIBLE PAVEMENT. ADDITIONAL COVER MAY BE REQUIRED FOR CONSTRUCTION LOADS OR WHERE RUTTING MAY TAKE PLACE. 9. MAXIMUM COVER: A COVER HEIGHT OF OVER 8 FEET IS NOT RECOMMENDED. COVER HEIGHT IS MEASURED FROM THE TOP OF THE CHAMBER TO THE TOP OF THE PAVEMENT. STORIVIKEEPER SK290 CHAMBERS SCALE: NTS STORM CHAMBERS COVER PIPE CONNECTION TO END CAP WITH NON —WOVEN GEOTEXTILE OPTIONAL INSPECTION PORT PER ENGINEER'S DRAWING LANE SEDIMENT STRIP DETAIL SCALE: NTS Approved under the authority of a resolution adopted by the (da y 4 1Q'g--Springs. l'ian �1 Chairman 1. ""r^n ^r MIRAFI 600X WOVEN _iWEEN FOUNDATION HAMBERS SK31 = 3.5' WIDE STRIPS SK75 = 4.75' WIDE STRIPS SK180 = 7.16' WIDE STRIPS SK290 = 9.13' WIDE STRIPS Monn rKfTlor ROW WITH MIRAFI GEOTEXTILE GEOTEXTILE TO EXTEND 6" PAST END CAP V. STONE DEPTH R CHAMBER TYPE X WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 312 CB26 RIM-310.44 INV IN=307.02(CB25) INV OUT=307.02() ISOLATOR ROW (TYP.) EDGE OF STONE (TYP.) INSPECTION PORT (TYP.) ..------1---— — — — — — — — — — — — — 1 CB27 i RIM-340.44 INV OUT=30 NON —WOVEN GEOTEXTILE MIRAFI 160N OR APPROVED EQUAL SURROUNDING SUBSURFACE INFILTRATION SYSTEM SK 75 CHAMBER PAVEMENT (PER ENGINEER'S DRAWINGS) EMBEDMENT BACKFILL UNDISTURBED SOIL BEDDING r------ I SEDIMENT STRIP SIZED TO PROVIDE PRETREATMENT FOR 100% OF THE WATER QUALITY VOLUME NOTES: 1 ACCORDANCE 6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE A GRANULAR, WELL I I CHAMBER MODEL = SK75 MANUFACTURER'S E LATEST INSTALLATION LGUIDELINESOR NCE WITH THE GRADED SOIL WITH LESS THAN 35% FINES OR AASHTO M43 SIZES 82'-12'_HDPE 00\ I ` ■ ;, BY LANE (3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 7$, 8, 89, 9, 10) WITH _. _, _ _ _.50X-- _ 2. FOUNDATION: TRENCH BOTTOMS WITH UNSTABLE OR UNYIELDING MATERIAL CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION. INITIAL I I NUMBER OF CHAMBERS = 20 SHALL BE EXCAVATED TO A DEPTH DIRECTED BY THE ENGINEER AND REPLACED BACKFILL SHALL EXTEND FROM TOP OF EMBEDMENT BACKFILL TO ----------------------------- NUMBER OF END CAPS = 4 MATERIAL. UNSTABLE AT GEOTEXTILE MAY BE USED CHAMBER. --------------------------------- E THE TRENCH BOTTOM, IF DIRECTED BY THE ENGINEER. THE DESIGN D B BROUGHT A MINIMUM OF 95% STANDARD TO STABILIZ NOT LESS THAN 24 INCHES ABOVE THE TOP OF THE ENGINEER IS RESPONSIBLE FOR VERIFYING FOUNDATION SUITABILITY. COMPACTION SHOULD E T TO N -- PROCTOR DENSITY. 3. GEOTEXTILE: A 6oz NON —WOVEN GEOTEXTILE FILTER FABRIC SHOULD BE USED GE PREVENT NATIVE SOIL FROM MIGRATING INTO THE INITIAL BACKFILL MATERIAL. 7. FINAL BACKFILL: SUITABLE MATERIALS SHALL BE ANY SOIL DIRECTED iN,fi:,a BY THE ENGINEER. FINAL BACKFILL SHALL EXTEND FROM TOP OF I 4. BE (3,3 CLEAN, CHAMBER. COMPACTION INITAL BACKFILL TO NO LEVELS EVES SHOULDRE THAN 8 ET FOLLOWETHE TOP ENGINEERS OF THE J 7, 4 RECOMMENDATIONS. i ANGULAR STONE OR AASHTO M43 SIZE 3 467 5 56 IT / CLEAN, CRUSHED,BAN ANGULAR MATERIAL EA ADDED TO THE GRADATION, e.g., CLEAN, CRUSHED CRUSHED, ANGULAR #3 (AASHTO M43) STONE MINIMUM BEDDING THICKNESS 8. MINIMUM COVER: FOR UP TO H-25 TRAFFIC APPLICATIONS A r,. SHALL BE 9 INCHES. COMPACTION SHOULD BE DONE IN LIFTS OF NO MORE MINIMUM COVER OF 24 INCHES IS REQUIRED, MEASURED FROM THE THAN 9 INCHES TO A DENSITY OF 95% STANDARD PROCTOR DENSITY. TOP OF THE CHAMBER TO THE BOTTOM OF THE FLEXIBLE PAVEMENT. 5. EMBEDMENT BACKFILL: SUITABLE MATERIAL SHALL BE A 3/4 — 2 INCH, CLEAN, ADDITIONAL COVER MAY BE REQUIRED FOR CONSTRUCTION LOADS OR 1 / CRUSHED ANGULAR STONE, OR AASHTO M43 SIZES (3, 357, 4, 467, 5, 56, 57) WHERE RUTTING MAY TAKE PLACE. �f WITH CLEAN, CRUSHED, ANGULAR STONE ADDED TO THE GRADATION, e.g., CLEAN, 9• MAXIMUM COVER: A COVER HEIGHT OF OVER 8 FEET IS NOT CRUSHED, ANGULAR #3 (AASHTO M43) STONE. MINIMUM BEDDING THICKNESS RECOMMENDED. COVER HEIGHT IS MEASURED FROM THE TOP OF THE SHALL BE 9 INCHES. EMBEDMENT BACKFILL SHALL EXTEND FROM TOP OF CHAMBER TO THE TOP OF THE PAVEMENT. BEDDING TO NOT LESS THAN 11j" INCHES ABOVE THE TOP OF THE CHAMBER. NO COMPACTION IS REQUIRED BUT AN EFFORT SHOULD BE MADE TO HAND KNIFE STONE INTO ALL CORRUGATIONS. SUBSURFACE STORMWATER MANAGEMENT SYSTEM #3 STORMKEEPER SKIS CHAMBERS 0 5 10 20 40 i j 1 1 �1 i i BOTTOM OF STONE = 306.00' BOTTOM OF CHAMBER = 306.50' TOP OF CHAMBER — 309 00 I I i TOP OF STONE = 309.50' FINISHED GRADE ELEV. (MIN.) = 310.79' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I HIGH SEASONAL GW ELEV = 304.00 SEDIMENT STRIP NOTES: \ I SEDIMENT STRIP SIZED TO PROVIDE PRETREATMENT FOR 100% OF THE WATER QUALITY VOLUME IS ----� MODEL = SK75 ----------------------------------—•.,.,— CHAMBER BY LANE NUMBER OF CHAMBERS = 22 / NUMBER OF END CAPS = 4 1 _ I SUBSURFACE STORMWATER MANAGEMENT SYSTEM #4 i P i 0 5 10 20 40 CATCHBASIN OR MANHOLE WITH WEIR WALL CATCHBASIN OR MANHOLE SUMP DEPTH TBD BY DESIG ENGINEER SCALE: NTS STORM CHAMBERS -/ COVER PIPE CONNECTION TO END CAP WITH NON —WOVEN GEOTEXTILE OPTIONAL INSPECTION PORT PER ENGINEER'S DRAWING 2 LAYERS OF MIRAFI 600X WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 0 SK31 = 3.5' WIDE STRIPS O SK75 = 4.75' WIDE STRIPS SK180 = 7.16' WIDE STRIPS SK290 = 9.13' WIDE STRIPS 0 ROW WITH MIRAFI GEOTEXTILE GEOTEXTILE TO EXTEND 6" PAST END CAP V. STONE DEPTH R CHAMBER TYPE X WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS LANE SEDIMENT STRIP DETAIL SCALE: NTS Approved under the authority of a resolution adopted 2 by the date) Pianni o f ttga-Springs. cna�T _ ).3o22, ldate sia ed)