The URL can be used to link to this page

347 SCOVILLE DWGS 1.15.17 SUBDIVISION NOTES: ZONING: CI (COMMERCIAL INTENSIVE) Y MINIMUM LOT SIZE: 1 ACRE O MIN LOT WIDTH: 150 FT 0 MIN ROAD FRONTAGE: 50 FT I MIN LOT DEPTH: 200 FT Q SETBACKS: FRONT 75 FT H \ \ \ REAR 25 FT ` \ 1 SIDE 20 FT MIN, 50 FT SUM E SHORELINE 75 FT v cam° I MIN % PERMEABLE: 30% U �`P �� w MAX BUILDING HEIGHT: 40 FT o } S � W O 0 co - 0 \ 1 w t z J� o a o 0 0 ' \ • +J Law W O a) Lu J Q V 2 Q �`�86 W p5� 20"t N a X U) 159 .q-5 w - _ 0ui \20, ami CIO o Ln 20'X20' DRAINAGE EASEMENT N22°53'50T in N C' °N° � r N N _d � � 0 105.97' � � } °' N a ,� 0 co 10 508p0� — — �2 a LF " T 50601 0 30 E z N _ _ _ _ 7327 - 1 c ° 48.8 1 ' SET6AGK 25FT _ ———— 1 1 \ p fcu 201 _REAR_----- 1 — 1 1 � N U' � LL _ 0 r —— 1 ��4 o ALL FEDERAL,STATE,AND LOCAL CODES AND — O O 1 11 1 I REGULATIONS SHALL BE✓�' \ OF THE BUILDING DETAILS OAND ISPECIFICDERED ATIONS BE RT rn Cn I 1 1 \ HEREIN.IF DISCREPANCIES BETWEEN THE CODES — _ 2 N 1 1 \ AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST,THE MORE L? 1 I \ STRINGENT SHALL APPLY UNLESS THE INFORMATION c 11J 1 1 1� I SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION O I IN 1 �j /22\ OF THE CODE,IN WHICH CASE THE CODE OR Z k O 1 11 I t 11 Sg REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK CALL BEFORE YOU DIG 2 (� p Iw 0 S WAIT THE REQUIRED TIME p 1 CONFIRM UTILITY RESPONSE RESPECT THE 01 11 1 1 ' \�� DIG WITH CARE MARKERS QISAFE DIGGING IS EVERYONES RESPONSIBILITY! 1 1 1 PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. 1 1 I 1 VISIT www.digsafe!ynewyork.com FOR ADDITIONAL I — 0 11 p \ \ INFORMATION. w _ ON X11 LOT (2) 3. 2G2 AC RES 1 0 (D I IT IS A VIOLATION OF SECTION 7209 SUBDIVISION I ? 1 11 p (� 1 h \ \ 2 OF THE NEW YORK STATE EDUCATION LAW ( 1 Im FOR ANY PERSON,UNLESS ACTING UNDER THE I 06 EVERTS AVENUE) DIRECTION OF A LICENSED PROFESSIONAL C 1 1 1 ENGINEER,TO ALTER THIS DOCUMENT IN ANY j WAY.IF AN ITEM BEARING THE SEAL OF AN 1 0 11 1 1 ti ENGINEER IS ALTERED,THE ALTERING ENGINEER J I 1 SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE,THE DATE OF SUCH I ALTERATION,Z LCA 1 1 I o AND A SPECIFIC DESCRIPTION OF THE ALTERATION. q 1 0 -90400212011W __j N 1I � � 349.75' z N04 02 2011'E 1 � O 0�0 �uawaAod/o a6P3 — — 2 6.22j 1 11 1 ' 1 � ►�I 1 _ 1 _ _ - 1 _ s 51-� SETBAcK20 �0��/ _ _ - _ _ �� ENGINEERS STAMP: w 1 NO 8°06 _ _ � 1 z I — \ -H z 28 95 1 1 �� 1 1 1 1 w -H IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE 1 V) a _ O \\ INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS -7 \\ \ NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. SII 11 1 1 � vvvv o "1 ' LOT 3 4.930 ACRE5 �� -d- o x \ LOT ( I ) 3.0 18 ACRES IN of Ilo 1 ( I 00 EVERTS AVENUE) g 3 I 0"W (294 QUAKER ROAD) ° N 1 1 �1 \, _ " ' 19 .31 Ld z 1 11 O 1 I 11 - _ _ REVISIONS ' 1 a 1 1 � 1 o 5 1 1 FRONT) '1 ° SETBACK wcf) _ - - 4 I I W 1 0 3 Z w 2 w i W = 1 1 �� > i �� n — z 0 1 1 i N08°06'O - - 1 Lu o N08o06'00"W — — — �� 302.05 PROJECT NO. : VE 347 z 0 5 00� — \ � I 7 — SCALE: AS NOTED �0 (n I �— — — — — DATE: 12/1/16 0 NO3°23'50"E N08°06 0= — — DRAWN BY: VISION z 79.53' — ® — — X375 90 AVENUE PROJECT: > EVERTS ww SCOVILLE MINI-STORAGE Ou Z) uj o 294 QUAKER RD GRAPHIC SCALE o DRAWING TITLE ° CS 50 0 25 50 100 200 W Q� J PROPOSED LAND o (IN FEET) SUBDIVISIONLu a � 1 INCH =50 FT. o w` mo DRAWING NO. Z > a J Q J � = O LS -1 Za Z U Q ~ J = CL Q OF 1 = o H U 11 VaTl 11 SIT PLANS PREPARE FOR THE SCOVILLE MINImSTORAGE PROJECT I fir '106 - W �' -' ■ * N 0 '6 p -90 da EVERTS AVE QUEENSBURY NY 12804 W i > C DRAWING LIST t ., • J • . a o ,�z _ � � � PROJECT LOCATION NUMBER TITLE � , ..t,; EVERTS AVENUE • + s QUEENSBURY, NY 12804 C-1 SITE PLAN COVER PAGE . ■1 cn �' �?�'• !', . •' �� ` } •> C-2 EXISTING CONDITIONS PLAN r ''• 'r ' '�,. +► ,� C-3 PROPOSED SITE PLAN OI.� • •.= C-4 GRADING AND UTILITY PLAN - ;.tr r _ cu C-5 LANDSCAPING AND LIGHTING PLAN ` '"S r �.'l• W � C-6 EROSION AND SEDIMENT CONTROL PLAN �, y `�*? �•• ,4 -'. ; 1fy -a, w. . 4 C-7 SITE DETAILS r - r, �',r ■� a tix r C-8 SITE DETAILS • " }r � r ; ! W J C-9 SITE DETAILS pp /f� �l.`t'` . '� ' '• Wil 10 THESE SITE PLAN DRAWINGS WERE PREPARED FROM AN ACTUAL it + �1LO r ,r C r SURVEY UNDER THE SUPERVISION OF A LICENSED PROFESSIONALco " s:.. •n = o Nf 13 [V ENGINEER AND LAND SURVEYOR AND ARE IN GENERAL _ �, N , • COMPLIANCE WITH THE ZONING ORDINANCE OF THE TOWN OF _ L ��.� +S' ,`;ry, �' L';.ca� _ f } M QUEENSBURY (WITH EXCEPTION OF ANY REQUESTED/GRANTED i ' ' O z ti N Q } VARIANCES, WAIVERS, OR SPECIAL PERMITS) ..� _ _ - �. t {t ` o LO co co LL DRAWING REFERENCES: ' ' -;� � wµ LOCATION MAP t. . ''� 4 > o � cu NOT TO SCALE a LL 1. THESE DRAWINGS WERE PREPARED FROM AN ACTUAL FIELD ; i ti y N Cr) SURVEY. ALL INFORMATION CONTAINED HEREIN IS BASED UPON AVAILABLE DATA AND INFORMATION PROVIDED BY THE OWNER, ALL FEDERAL,STATE,AND LOCAL CODES AND PROJECT SURVEYOR, AND CONDITIONS FIELD VERIFIED AT THE TIME ` ' .i r •q[ REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS PROJECT SITE INFORMATION : THESE DRAWINGS WERE PREPARED. ALL INFORMATION CONTAINED t' HEREIN.IF DISCREPANCIES BETWEEN THE CODES WITHIN THESE PLANS IS SUBJECT TO FIELD VERIFICATION, AND ANY s AND REGULATIONS AND THE INFORMATION ' PROPERTY LIMITATION, EASEMENT, AND/OR LOCAL, STATE, OR CONTAINED ON THESE PLANS EXIST,THE MORE T +" STRINGENT SHALL APPLY UNLESS THE INFORMATION APPLICANT: STEVEN SCOVILLE FEDERAL AUTHORITIES RULES AND REGULATIONS. SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION 6 LAKE VIEW DRIVE OF THE CODE,IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. WILTON, NY 12831 2. MAP OF A TOPOGRAPHICAL SURVEY FOR SCOVILLE BY D.L. '` DICKINSON DATED DECEMBER 6, 2016. + DIG SAFELY NEW YORK -CALL BEFORE YOU DIG PARCEL ZONING: CI - COMMERCIAL INTENSIVE + K ` r�• WAIT THE REQUIRED TIME PARCEL TAX ID: 3.262 ACRES OF LAND TO BE SUBDIVIDED FROM 302.8-2-66.1 - CONFIRM UTILITY RESPONSE APPROVALS■ s 7 + DRESPECT THE IG WITH CARE MARKERS YARD REQUIREMENTS: REQUIRED PROPOSED APPROX. SITE LOCATION SAFE ALL APPROVALS AND PERMITS FROM REGULATORY AGENCIES AERIAL PHOTO OF PROPERTY PLEASEGGINGISEVERYO62BEFONES EYOUILIG. PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. FRONT (WEST): 75 FT 255 FT SHALL BE OBTAINED PRIOR TO START OF CONSTRUCTION. VISIT www.digsafe!ynewyork.com FOR ADDITIONAL SIDE1 (SOUTH): 20 MIN/50 TOT FT VARIES/23.55 FT MIN NOT TO SCALE INFORMATION. ( ) AGENCY APPROVAL OR PERMITS MAY INCLUDE, BUT ARE NOT SIDE 2 (NORTH): 20 MIN/50 TOT FT VARIES/101 FT MIN LIMITED TO; IT IS A VIOLATION OF SECTION 7209 SUBDIVISION REAR (EAST): 25 FT 74.02 FT -TOWN OF QUEENSBURY SPECIAL USE PERMIT TOWN OF QUEENSBURY 2 OF THE NEW YORK STATE EDUCATION LAW SHORELINE: 75 FT VARIES/75.55 FT MIN SIGNATURE BLOCK FOR ANY PERSON,UNLESS ACTING UNDER THE -TOWN OF QUEENSBURY SITE PLAN REVIEW DIRECTION OF A LICENSED PROFESSIONAL -TOWN OF QUEENSBURY FRESHWATER WETLANDS PERMIT ENGINEER,TO ALTER THIS DOCUMENT IN ANY AN LOT STATISTICS: REQUIRED PROPOSED APPROVED UNDER AUTHORITY OF A RESOLUTION ENGIN R ITEM BEARINGED,TH ALTERINGAL EN -TOWN OF QUEENSBURY BUILDING PERMIT ENGINEER IS ALTERED,THE ALTERING ENGINEER -TOWN OF QUEENSBURY SIGN PERMIT ADOPTED ON BY THE SHALL AFFIX TO THE ITEM HIS SEAL AND THE LOT SIZE: 1.0 AC 3.262 AC PLANNING BOARD OF THE TOWN OF QUEENSBURY, N.Y. NOTATION"ALTERED BY"FOLLOWED BY HIS AVG LOT WIDTH: 150 FT 263 FT (AVG) - NYSDEC GENERAL PERMIT FOR STORM WATER DISCHARGES AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PERMEABILITY: 30% MIN 49.7% - NYSDEC FRESHWATER WETLANDS PERMIT ROAD FRONTAGE: 50 FT 75 FT LOT DEPTH: 200 FT 539 FT SIGNATURE BUILDING HEIGHT: 40 FT 10± FT PARKING: 1/5 UNITS (224 UNITS) 45 SPACES AVAILABLE (8 DEDICATED PARKING SPACES PROVIDED WITH GRASS GENERAL NOTES OVERFLOW PARKING ALONG EAST/WEST LEGEND SIDES) 1. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL VERIFY THEIR ACTUAL LOCATION IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING ENGINEERS STAMP: ITEM DEPICTION ITEM DEPICTION CONSTRUCTION. COORDINATE TEMPORARY CONDITIONS WHICH IMPACT SITE UTILIZATION AND ACCESS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING AND PROTECTING AREA BETWEEN ACTIVE WORK PROPERTY CORNERSZONES AND ALL ADJOINING PROPERTIES AND LESSEES. �O FIRE HYDRANT 4. NO WORK, STORAGE, OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF THE SITE, WORK AREAS, OR ANY TREELINE SIGN EASEMENTS AND RIGHTS-OF-WAY UNLESS OTHERWISE NOTED ON DRAWINGS. IN THE EVENT THAT WORK OUTSIDE OF IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE PROPERTY BOUNDARY OR LEASE AREA IS NECESSARY, THE PERMISSION OF THE ADJOINING PROPERTY OWNER OR LESSEE INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL MUST FIRST BE OBTAINEDCOPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS . SEWER MANHOLE SW WATER VALVE WV NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE pQ 5. REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS, AND DELETERIOUS MATERIALS WITHIN THE USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. AREAS DESIGNATED FOR CONSTRUCTION. LEGALLY DISPOSE OF ALL EXCAVATED MATERIALS NOT USED. STORM MANHOLE/CATCH BASIN ST © CONTOUR MAJOR 6. STRIP ALL TOPSOIL PRIOR TO COMMENCING EARTHWORK OPERATIONS. TOPSOIL MAY BE STORED AND REUSED IN LAWN AND PLANTING AREAS ONLY. SPOT ELEVATION +95.7 CONTOUR MINOR '^��_i 7. ALL PAVEMENT REPLACEMENT OR RESTORATION AND CONNECTIONS TO EXISTING SURFACES SHALL MEET AND MATCH EXISTING GRADES, UNLESS NOTED OTHERWISE. UNDERGROUND ELECTRIC LINE -UE UE - RIP RAP 8. CONTRACTOR SHALL MAINTAIN OR PROTECT EXISTING IN SERVICE UTILITIES TO REMAIN AT ALL TIMES DURING CONSTRUCTION. OVERHEAD ELECTRIC LINE -oe of - WELL O 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, REVISIONS CERTIFICATIONS, UNLESS NOTED OTHERWISE, AND SHALL COMPLY WITH ALL SUCH REQUIRED PERMITS. STORM SEWER LINE _ST ST- PERC TEST LOCATION PT# 10. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE 5 ENGINEER OF ANY DISCREPANCIES. THE ENGINEER SHALL BE NOTIFIED OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN 4 SANITARY SEWER LINE -ss ss- TEST HOLE LOCATION 41- TH# ON THE PLANS. 11. ALL TRENCH EXCAVATION SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL 3 WATER LINE - W W- STORM WATER DRYWELL DW CODE RULE 23 AND OSHA REGULATIONS FOR CONSTRUCTION AND APPLICABLE UTILITY PROVIDERS. 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE TOWN, OWNER, AND 2 z GAS LINE TREE- DECIDUOUS45 THE UTILITY PROVIDER. 1 W 13. ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF EACH WORK DAY, UNLESS OTHERWISE z FENCE TREE - EVERGREEN0 APPROVED BY OWNER. WORK AREAS SHALL BE PROTECTED TO PREVENT ACCIDENTAL ENTRY. PROJECT NO. : VE 347 0 14. ALL SUBSURFACE STRUCTURES AND UTILITIES SHOWN ON PLANS ARE APPROXIMATE. ALL UTILITIES SHALL BE FIELD VERIFIED > PROPERTY LINE -- SMALL TREE -JUNIPER, ETC. BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. SCALE: AS NOTED m 15. UNLESS OTHERWISE INDICATED, ALL SPOT GRADES SHOWN ARE TO FINISH GRADE. W SWALE -« - SHRUB 16. ANY CONDITION ENCOUNTERED IN THE FIELD DIFFERENT FROM THOSE SHOWN HEREON, SHALL BE REPORTED TO THE DESIGN DATE: 1/15/17 z ENGINEER BEFORE CONSTRUCTION PROCEEDS. o 17. CONTRACTOR SHALL INSTALL AND MAINTAIN SITE EROSION AND SEDIMENT CONTROL MEASURES FOR DURATION OF PROJECT DRAWN BY: VISION w FORCE MAIN -FM FM - HANDICAP PARKING UNTIL SITE RE-STABILIZATION. EEo 18. CONTRACTOR SHALL IMPLEMENT NOISE AND DUST CONTROL PROCEDURES AND MEASURES AND COORDINATE ALL PROJECT: CABLE LINE - c - UTILITY POLE CONSTRUCTION ACTIVITIES WITH OWNER DURING ALL STAGES OF THE SPECIFIED WORK. o m Lu 21. EXISTING ON SITE RUBBISH OR REFUSE SHALL BE REMOVED FROM SITE. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL SCOVILLE MINI-STORAGE t PHONE LINE _ T T - TO BE REMOVED TBR REFUSE AND DEBRIS IN A LEGAL MANNER. ALL DEBRIS SHALL BE REMOVED FROM THE SITE IN A TIMELY FASHION SO AS NOT TO 294 QUAKER RD w = DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS SILT FENCE -SF SF - FIELD VERIFY FV 22. CONTRACTOR SHALL PERFORM SITE CLEANUP AT COMPLETION OF PROJECT, INCLUDING ALL PUBLIC AND PRIVATE LANDS AND $ RIGHTS-OF-WAY, PUBLIC STREETS AND SIDEWALKS, AND EXISTING CATCH BASINS AND DRAINAGE STRUCTURES. ALL AREAS DRAWING TITLE W WETLAND BOUNDARY - - - - - TOP OF WALL TOW SHALL BE CLEANED OF DEBRIS, DUST, SEDIMENT, AND ETC. W 23. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN HAZARDOUS MATERIALS OR SUBSTANCES. COVER o WETLAND BUFFER •••••••-••••••••••••••-•••••••........................•••••• BOTTOM OF WALL BOW CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURINGo PAG E COMPLETION OF SPECIFIED WORK. O r oo w SOILS BOUNDARY 24, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL SAFETY m o LIGHTING STANDARDS AND REGULATIONS AND INDUSTRY STANDARDS FOR INDIVIDUAL TRADES. DRAWING NO. O> LIMITS OF DISTURBANCE 25. DEWATERING WILL BE REQUIRED FOR EXCAVATIONS BELOW GRADE TO PREVENT FLOODING OF UTILITY TRENCHES, J FOUNDATIONS, AND INSTALLATION OF BELOW GRADE STRUCTURES. DEWATER EXCAVATIONS UNTIL WORK IS COMPLETED ANDCO = o PROPERTY LINE SETBACK - - - - - - PAVEMENT STRIPING EXCAVATION IS BACKFILLED TO ALLOW FOR PROPER COMPACTION. APPROVING RESOLUTION co z0 (TO BE APPLIED UPON APPROVAL) a = a_ w OF 9 2 O H U I 1 I I SITE TESTING DATA OR I ! 1 I ! , DEEP TEST PITS: II TP#1 0-5" TOPSOIL/ORGANICS �e I 1 �.'.'.'.'.'.'.'.'.'.'.'. 5"45" ORG BRN LOAMY SAND WITH GRAVEL EXISTING PAVEMENT �� I (WITH CLEAN FILL/ASPHALT/CONC) 0 m 45"-60" GRY BRN SAND I 1 EXISTING PAVEMENT I I DEPTH TO OBSERVED GROUNDWATER 48" Q I........... m ! I W H EXISTING PAVEMENT ! I TP#2 0-10" TOPSOIL/ORGANICS I I 10"-23" LT BRN CLAYEY LOAM FILL (BLOCKY) Eo m (WITH CLEAN FILL/ASPHALT/CONC) v '.11 C.— I........... 23"-42" ORG BRN LOAMY SAND 42"-60" GRY BRN SAND c DEPTH TO OBSERVED GROUNDWATER 38" V �............ O I MOTTLING OBSERVED AT 27" DEPTH — � 1J w ::::::::::: TP#3 0-6" TOPSOIL/ORGANICS J O OaB WETLANbS" - - _ 6"-30" LT BRN LOAMY SAND a 0 1 (OAKVILLE - - - - - - - - - - - (WITH CLEAN FILL/ASPHALT/CONC) w 71 / _ _ A_S_DE_LINEATED NO_V_20.16_ _ _ _ _ ""' o tm� 1 LOAMY FINE BY ACOE_ /— I 30"-48" LT BRN SAND WITH GRAVEL _ _ _ SAND) Wa 11 48"-88" GRY BRN SAND . 1 DEPTH TO OBSERVED GROUNDWATER/SEEPAGE 80" • I / (WAREHAM 10.2' - - - - - - - - - - - - - - - - �� m LOAMY / SAND 3 _ � , �................. �i� TP#4 0-8" TOPSOIL/ORGANICS •� U mo 8"-24" LT BRN SAND WITH GRAVEL a> wa 011 1 -� „_ „ (WITH CLEAN FILL/ASPHALT/GONG) �1� W a) 0* 3 (WAREHAM / 24"-45" LT BRN CLAYEY LOAM FILL (BLOCKY) W I311.5 1 LOAMY \ �1 13 45"-65" GRY BRN LOAMY SAND = W m ' _ 310.3 * 310.2' SAND) 1 _ 1 DEPTH TO OBSERVED GROUNDWATER/SEEPAGE 51" W O TP#5 0-6" TOPSOIL/ORGANICS "= TP#5 En �� > m 3 3 OaB (ELNORA ✓ �;/ 6 -23 BRN LOAMY SAND LOAMY FINE - 23"-45" LT BRN SAND WITH GRAVEL u . 45"-60" ORG BRN LOAMY SAND co Lo m / �\ SANG) \ - ' - - DEPTH TO OBSERVED GROUNDWATER/SEEPAGE 32" r o N C4 INFILTRATION TESTS: (n N aD H r � O) M r- N } a I / 1 �/ / TEST LOCATION 3-4 4TFT uS co 0') c rn 1 7' I / / ` PIPE DIAMETER-4"0 PVC Lo 00 MEASURED INFILTRATION RATE > 12 IN/HR aiLn DEPTH TO GW 6-7FT (VERIFIED WITH TEST PIT#3) (3 c _ - - DEPTH TO IMPERVIOUS - UNKNOWN > o � - - - - / TP#4 1` m O O cu X I - - - - - - SOIL TYPE - LOAMY SAND WITH GRAVEL I * 311. 311.9' ' - - - - - - - - - 12 — 1 / 1/ � ALL FEDERAL,STATE,AND LOCAL CODES AND CONSIDERED OF THE BUILDING DETAILS ANDSPECIFICATIONSOBE RT HEREIN.IF DISCREPANCIES BETWEEN THE CODES I _ _ AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST,THE MORE o STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION 140 77 EXISTING FIELD 1 OF THE CODE,IN WHICH CASE THE CODE OR A V � ° I311.8 � � - - - - 3131 � � � 1 - - - REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK CALL BEFORE YOU DIG WAIT THE REQUIRED TIME V 1 / \ \ \ / CONFIRM UTILITY RESPONSE OR RESPECT THE MARKERS -DIG WITH CARE Vel 1 - SAFE DIGGING IS EVERYONES RESPONSIBILITY! 31 2I - - - - PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.VISIT www.digsafe!ynewyork.com FOR ADDITIONAL _ TP#1 � I INFORMATION. om /____, IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN - \ - - ENGINEER I ALTERED,THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED FOLLOWED HIS �'wv \ - j- -- SIGNATURE,THE DATEE O SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. - �1 WETLANDS I AS DELINEATED NOV 2016 313 Wa m / EnBY ACOE I 313 (LOAMY M (ELNORA � \ 1 I LOAMY FINE ,PPROXIMATE 1 IT#1 En 1 SAND) 0SAND) LIMITS OF EX 1 (ELNORA I I TREE-LINE, TYPICAL LOAMY FINE SAND) #3 1 _ ENGINEERS STAMP: - m WETLANDS AS DELINEATED NOV 2016 I ` / ` ` BY NYSDEC IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE m 1 INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. 314 _ _ _ - _ - _ - �312.2' 315 C'r — REVISIONS wv M 5 4 J z - - - - 2 w Lu Z W - - - - - PROJECT NO. : VE 347 0 U) - - _ - SCALE: AS NOTED m I - . DATE: 1/15/17 0 DRAWN BY: VISION w I � Lu o PROJECT: > jj SCOVILLE MINI-STORAGEm Ji co 294 QUAKER RD o Lu Q J EXISTING CONDITIONS PLAN DRAWING TITLE of W J Q� J 1 INCH = 30 FEET EXISTING o CONDITIONS PLAN O c Uw GRAPHIC SCALE Z Lu 30 0 15 30 60 120 DRAWING NO. Z A Q Ao U O U) Z: U A (IN FEET) C =2 a 1 INCH = 30 FT. a 0 w10� OF 9 m = o H U I � II � I I � ........... I I O ...........1 f............ w I I 6FT HIGH CHAIN LINK 1............ E / SECURITY FENCE (ALSO I o WETLAND 100 FT TO SERVE AS WETLAND ADJACENT AREAPROTECTION) (310± FT) Lu L 75 FT SHORELINE / �............ SETBACK (FROM J WETLAND HW) / - - - - - - - - - - J W ` - - - - - - - - - - - - - - - c POLE MOUNTEDWE rLANbS. �'� — - - - - - - - - - 7, I LIGHT FIXTURES SEE III` 31' _ _ _ A_S_DE_LINEATED NOV 2016 _ _ ---- DETAIL (2 LOC-S) I - - - - - - - BY ALOE- - - -__ _ - - - - lI - - ..„�.. _---- _ - - - ______ -_ - - - - - - - - - - - _ ............opo ._ STOP SIGN — � � I— - - - - - - - ................. W 70' i 20' \ — - \ 11 '�\ - - Z (4)Spp,CESLo \I �•\ - - - - - - - - U, ❑p \ 1 IQ \ �::::::::::::::.. W a IL X o ———� TLAND, SEE C_4 \ 11 - \;..........; W WATER WE I DRAINAGE CONCRETE gTORN► 1 c EASEMENT b- INTEGRAL SIDEWALK WITH d 11 . . ....:.......... ui 1.:':..: . ,.. • N: : m��.l•: : _ _�=i x �O INTEGRAL CURB - - - - - - 11 - - Ln Q- \ — 1 Q N N �-..J..: x x x x x x x x f 0 � 1 Z 00 _�_ �--- x x x x x X_X --� \ - - - 41tj' 1 _—— I _ SECURI�ftJT1tTTY - - - - I cv a; > _��- x x xxxx x_x__x x x x x x 1 �� ` — — — — — ROOM 10'X15' / \ 1 —{ __ N C4 �xlx x x x x • x x x x x x x,e�e-sc x x x x x x x x x x xl 10 - -x x x x Ix x x x x x x lc x st x x x x x x x x x x x x x x x x v x x� 1 / - - - } ti N Q :1. xxxxxxxxxxxxxx �-X- �x xxxx xxxxxxxxxxxxxxx x 11 0 p� / pNE Y _ ^ 11 Z � • ��,, x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x �: 1 ^ 1 II U) co x x x x x x- x x x x x x x x x x x x x x x x x x x x x x x x x x x x x� r 1 / I - - - - - cf) c6 L0 oo • x x x x x x x x x x x x x x x x x x x x x x „�� ( ,� N 210'TYP NO — 25. I - - � � aj Ln x x x x x x x x x x x x�:o \ 1 1 l opo • T 47—UITS ' 1 - c o X x x x x x • xxxxxx .r - I G 3TIO . — o 2 _r co xxxx � � 10'- / - - - - - \ 1 w IN LDU ITC NF1 UR I 11 ' cv Cr) a- LL - - - - - - - - 11 I (FIN L 1 FREE-STANDING 1 - \ II POLE MOUNTED _ _ \ 1 I UNO 74.02' 1 ALL FEDERAL,STATE,AND LOCAL CODES AND BUSINESS SIGN - 1 55 25 N ACTED GRAVEL SURFACE TYP \ 1 HOF THE BUILDING IL DING DETAILS E AI SAND SREGULATIONS SHALL BE OBEITWEEN TTHOBE E CODES HEIGHT-20FT _ _ 30 • COMP 1 75 FT SHORELINE AND REGULATIONS AND THE INFORMATION EI SIZE -4'VX10'W �� \1 I KEEP RIGHT 1 \1 CONTAINED ON THESE PLANS EXIST,THE MORE - - 30FT NATURAL SIN �I SETBACK (FROM STRINGENT SHALL APPLY UNLESS THE INFORMATION 140 . . BUFFER TO REMAIN \I I s WETLAND) - - SHOWN,DESCRIBED,OR IMPLIED IS ODE O TION NO-CUT AREA I \ _TS OF THE CODE,IN WHICH CASE THE CODE OR � ( ) Q REGULATION SHALL TAKE PREFERENCE OVER PLANS. //�� E ° (D _ 255' _ _ _ �' 0'X2 0 1 _ _ L "� 77 1 g1Jl DIN #2 NFI URA ION TgD I \ t DIG SAFELY NEW YORK 1 ZUN T C \ 1 - - CALL BEFORE YOU DIG - - - \ a FIN A 2356 WAIT THE REQUIRED TIME CONFIRM UTILITY RESPONSE RESPECT THE MARKERS -DIG WITH CARE 1ui1 1 I I \ - SAFE DIGGING IS EVERYONES RESPONSIBILITY! PIPE BOLLARD, 1 \ _ _ PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. - 6FT HIGH CHAIN " I I 1 VISIT www.digsafelynewyork.com FOR ADDITIONAL LINK FENCE _ 1 TYP EACH \ - - INFORMATION. 1 I I 1 I IT IS A VIOLATION OF SECTION 7209 SUBDIVISION WITH PRIVACY I 1 � CORNER - - __ -- SCREENING AS 1 W Q U ITS 1 t 2 OF THE NEW YORK STATE EDUCATION LAW ` Q'jC21Q - - - FOR ANY PERSON,UNLESS ACTING UNDER THE � RESIDENTIAL 1 I • p1N #3 ION TgD 1 DIRECTION OF A LICENSED PROFESSIONAL BUFFER 1 Bul NFI URA I _ _ ENGINEER,TO ALTER THIS DOCUMENT IN ANY 1 FIN L UN T C I - - - WAY.IF AN ITEM BEARING THE SEAL OF AN (255± FT) I \ / ENGINEER IS ALTERED,THE ALTERING ENGINEER W - 1 u 1 SHALL AFFIX TO THE ITEM HIS SEAL AND THE _ _ _ NOTATION"ALTERED BY"FOLLOWED BY HIS SPLIT RAILD GRAVEL SURFACE TYP NO / 11 FENCE 302± FT C AND A SPECIFIC DESCRIPTION OF THESIGNATURE,THE DATE OF SUCH ALTERATION. - U I ° COMPACTS 1 ( ) - WETLAND 100 FT WETLANDS I . 1 I 1 ADJACENT AREA AS DELINEATED NOV 2016- 11 I 2 0' I - BY ACOE - - I 2 ,X 00' 61 U TB 11 PROPERTY LINE - - 1 IL I G# FI UR TIO '�'�g, 1 SETBACK, TYP 11 \1 ( IN 1 ' 11 35' 11 t ENGINEERS STAMP: 1 \ 1 WETLANDS 1 36. 1 0, 6U ITS AS DELINEATED NOV 2016 1 -- BY NYSDEC 11 (4)SPACES gUILpIN 1 #C NF UR TIO TgD ________ IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE .......:................. L U _ N / INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL ................ I N \ FI COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS p ....._ I _ NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE - - - 1 TO C C CCONSTRUCTION._ — __ REVISIONS wV 5 6FT HIGH CHAIN LINK ' — FENCE (66± FT) / - _/ _ - _ - _ 4 J J 3 z 2 w - - - - i - - - - / 1 (D Lu - - - - - / PROJECT NO. : VE 347 g U) SCALE: AS NOTED ca W \ DATE: 1/15/17 0 / DRAWN BY: VISION w \ � Lu Lu PROJECT: > Lu SCOVILLE MINI-STORAGEJi 294 QUAKER RD Ji Q J PROPOSED SITE PLAN DRAWING TITLE a w J � J 1 INCH = 30 FEET PROPOSED o SITE PLANUJ Oc Uw GRAPHIC SCALE m o 30 0 15 30 60 120 DRAWING NO. z a J n p = (n N N (IN FEET) C =3 aO a � 1 INCH = 30 FT. OF w � co a = O H U ! 1 I GRADING & UTILITY PLAN NOTES: N ' �OE �OE I ! 1 I ' -OE -OE OE -O OE E -OE __C;Q, I I 1. FOR ADDITIONAL INFORMATION REFER TO DRAINAGE DETAIL N I DRAWING. ! 11 LINE DELINEATES APPROXIMATE LIMITS OF LAD 2. CS#- DESIGNATES A STORM WATER CONTROL STRUCTURE. SEE Y DISTURBANCE (APPROXIMATELY 2.5±ACRES) I SECTION AND DETAILS FOR MORE INFORMATION. O N Drop Inlet Rim = 309.9 �� I I ACTUAL LIMITS TO BE DETERMINED IN FIELD BY 3. SLOPE CULVERT PIPES UNIFORMLY BETWEEN CONTROL ELEVATIONS CONTRACTOR DURING CONSTRUCTION AND I AS SPECIFIED. ALL CULVERTS SHALL BE TRAFFIC RATED CORRUGATED I ! 1 GRADING OPERATIONS. INSTALL SILT FENCE S HDPE WITH SMOOTH INTERIOR WALL. Q (n 5� SHOWN UPON START OF EACH CONSTRUCTION 4. HDPE CULVERT PIPES SHALL BE INSTALLED WITH MINIMUM OF 12" W H PHASE OR WORK AREA TO DELINEATE AND PROTECT COMPACTED COVER. m N �/5 ! 1 WETLANDS, LAND OF ADJOINING PROPERTY 5. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR ADDITIONAL E I 1 1 EXISTING VEGETATION TO REMAIN. I SURFACE TREATMENT MEASURES TO BE INCORPORATED INTO THE 5 m 1 DRAINAGE SYSTEM. N Drop Inlet Rim = 310. 1' 5� � I 1 6. CONTOUR OFFSETS SHALL BE 3H:1V SLOPE UNLESS NOTED I � I ' P i �/ UNVERIFIED EXISTING ! 1 �'''''''''''' I OTHERWISE. 12 CMP In vert = 308. 1 f i I CULVERT I 1 V 5 SW WETLAND, SEE 1 7. CONTRACTOR SHALL GRADE SITE FINISH ELEVATIONS SPECIFIED. I N I �� NOTES AND KEY FOR I I UNIFORMLY SLOPE AND CONTOUR SITE SURFACE BETWEEN J 0 5 NEW UTILITY POLES AND OH BOTTOM OF OUTLET I ELEVATIONS SHOWN. J W m I ELECTRIC SERVICE AS i MORE INFORMATION MICRO-POOL 305.5' 11 8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF U) / PERMANENT POOL O I / DETERMINED BY SERVICE ELEVATION 308.0' I:::: NOTE: GRADING HIGH POINT AT AND BALANCING CUT AND FILL AREAS BASED UPON EXISTING SITE m I 5Al PROVIDER I (WQv, CPV, QP, & Qf WETLAND/POND EDGE ALONG GRADES. WHEN A SURPLUS EXISTS EXCESS SOIL SHALL BE REMOVED > N / I � UNDERGROUND 1 PROVIDED, SEE NORTH SIDE FROM REMOVED FROM THE SITE. WHEN A DEFICIENCY EXISTS, IMPORT CLEAN SAND AND ELECTRIC SERVICE FROM ! SWPPP) STOCKPILE TO EXISTING HEDGE GRAVEL FILL VOID OF AGGREGATE LARGER THAN THREE INCHES TO m , SERVICE CONNECTION SHALL BE ELEVATION 0310.6' RAISE SITE GRADES TO ELEVATIONS SPECIFIED. ■� I N Drop Inlet Rim = 311.0 5 9. COORDINATE SLAB FOUNDATION PREPARATIONS AND 12 CPP Invert = 308.7'f CONTRACTOR TO COORDINATE ELECTRICAL, / TO UTILITY ROOM Wmo SECURITY, AND COMMUNICATIONS I REMOVE & DISPOSE OF REQUIREMENTS FOR STORAGE UNITS WITH STORAGE BUILDING Z a) EXISTING FILL STOCKPILE SUPPLIER/INSTALLER. N REQUIREMENTS FOR AUTOMATIC GATE, SITE / - W LIGHTING, AND SIGNAGE WITH OWNER SWALE VS3 TO ELEVATION 313.0' 10. ENTIRE DRIVING AREA BELOW PAVEMENT AND GRAVEL SURFACES _ _ _ _ _ _ _ _ _ _ _ _ _ �' _ _ TO BE COVERED WITH A GEOTEXTILE SEPARATION FABRIC OVER THE = W "- ,- PRIOR TO CONSTRUCTION. INSTALL BURIED (WQv& RRv �� a c N PVC CONDUIT(S)AS REQUIRED FROM EACH PROVDED) . . . . . . . . . . . �� SUBGRADE PRIOR TO PLACING SUBBASE AND SURFACE FINISHES. X 0) .... I DEVICE TO UTILITY ROOM _ _ _ ............ 11. CONTRACTOR TO GRADE SITE PRODUCING UNIFORMLY SLOPED SITE W OTO PROVIDE PROPER DRAINGE TO STORM WATER CONTROL DEVICES 10.2 �` SPECIFIED ON THE DRAINAGE PLLo AN. I - OE- _ �� 1 0 ' 12. ALL SITE WORK SHALL CONFORM TO THE REQUIREMENTS OF THEui N �� PROJECT SWPPP (STORM WATER POLLUTION PREVENTION PLAN). tp O OE 7 1 \\ - - _ --- CS#1 13. ELECTRIC UTILITIES AND SERVICE ARE SUBJECT TO THE APPROVAL r F 3 * � _ ` T UNO� �- AND REQUIREMENTS OF THE SERVICE PROVIDER. Z O * O��J1 YP -- �•..s .+�-•►!-_''/- --`--:.er„�4r�/ 1 ............. I \ OE -us \\ 3H:1v ( � \\ 11 1 _ - ORMWATER CATCH BASIN. SEE DETAILS AND0 N 3..=- UE -- I WQv\ -- _.r-T: =_:�-.._-_-_--.�*:::; ._ --- 14 CB# DESIGNATES r N N 311.5°F ' OL =oEUE / II -- -:: = __-_--- ==��-- \ .............. rn J oe �UE - m - -.......,y,�r.- .... � FOR MORE INFORMATION BOE OE =u�----- X N `SLOP �� , m I FB1 * 13J1 �- �.. ...............,,;�:y._.._.._3Q65'_-_-:rt^*• ;::...::::::�/ x309.5' 1 } ti N Q -- E I 1 � �'�" "-" x-- -'-_= ----"� - 15"O HDPE OUTLET 15. FOR CATCH BASINS INVERTS OUT ARE SPECIFIED, CONTRACTOR TO Z O o BOE uE 311.25 �' \ 308.0' / Fx ._..--.._.._.._..- :�--.._ '� // -- - \ 1 / - \ I INSTALL HDPE INVERTS IN 2 INCHES ABOVE INVERT OUT ELEVATIONS, }' CO ti G� °E DoE -- --- 1 x x t..== =t_ L� �- PIPE TO DAYLIGHT U) 5 x X11.67 / r'- 308.0' WQv FB2 o I m I I 1 / 308.5' %(-- -i'- :; 45: :y'-_:C:::: :: :::J�=_-_---�:.:1 308.5' I x-- --/ 1 1 END INV. 307.0'± (FV) UNO. 00 311(FV I .5 / / ILL _ _ ..-'� : ::r -_.._.._..-. - --� NLO »»»' = STORM WATER WETLAND SCHEDULE \ - / 1 - �___--- -__--- -\\ I I 111 ( 0 X . CU I UE UE -- (LP) NUMBER POND TYPE MIN. VOLUME OUTLET r� 309.5' _ UE ue 4 uE (L \mac ---- x 311.92 III 1 SWWL#1 STORAGE SEE PLAN & DETAILS CONTROL STRUCT. CS#1 OR 311.51 �1 N UE 311 - ------ 311.75 \ I I I 1 ' I ALL FEDERAL,STATE,AND LOCAL CODES AND I _ REGULATIONS SHALL BE CONSIDERED TO BE PART (FV) 1 15"0 HDPE CULVERT OF THE BUILDING DETAILS AND SPECIFICATIONS f- 41 I HP 312'0 I I I I I DRAINAGE STRUCTURE SCHEDULE HEREIN.IF DISCREPANCIES BETWEEN THE CODES o m 311.7' 60± LF AT 1% a AND REGULATIONS AND THE INFORMATION _ CNV IN 309.1' I sx 311.67 v 3 / I I I I I CONTAINED ON THESE PLANS EXIST,THE MORE I INV OUT 9.1- I 1 SLA EL \ I I I I DESIGNATION RIM ELEV. HDPE IN INV OUTLET INV. COMMENTS STRINGENT SHALL APPLY UNLESS THE INFORMATION N 11.9' \ \ I 1 311.92 x TIC NC ETE _ i I 1 1 SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION 11 9' .1 .0. \ I - _ _ \ III I I CS#1 309.5' N/A 15"O HDPE AT SEE DETAIL OF THE CODE,IN WHICH CASE THE CODE OR _ _ _ ' \\ UE 2'0 1 \ 1 1 I I I I ' 308.0, REGULATION SHALL TAKE PREFERENCE OVER PLANS. I + 3"0 ORIFICE DIG SAFELY NEW YORK . . . . 7 \\ I \ \ I I I - - - - - - - I 1 I CALL BEFORE YOU DIG I * 311.9' m 312.25 � \ 1 I I 1 I 1 IN CS WALL AT -WAIT THE REQUIRED TIME 311, _ _ _ _ _ 312 \ \\111 1 PE 312.33 x \ 1 1 I 1 1 308.0' CONFIRM UTILITY RESPONSE I N \ U 1 I \ \ s l 11 1 TICS GRATE RESPECT THE MARKERS 309.5' DIG WITH CARE I - . . . - - - - 12" CMP (collapsed) - - - / \ I 1 312.0 I 12 58 ^ I I I 1 1 SAFE DIGGING IS EVERYONES RESPONSIBILITY! * N31 �� Invert = 306.6'f I \ \ I SLOPE HP 3 I I I PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. 1 I 1 VISIT www.digsafe!ynewyork.com FOR ADDITIONAL r" I �7 / - \ 1 1 INFORMATION. \ A� j 1311.8' n / ', \U 1 // x 312.3 RE ESL 1 1 1 1 1 I 1 ` ` IT IS A VIOLATION OF SECTION 7209 SUBDIVISION V - - •12 CPP - - 313 \ 1 T CON 312.83 x 312.42 1 1 ` ` ` STORM WATER WETLAND/POND NOTES: 2 OF THE NEW YORK STATE EDUCATION LAW m 77 Invert = 308.7'f - - I \ \ n, EL V. y 1 I I _ _ FOR ANY PERSON,UNLESS ACTING UNDER THE n vert = 308. _ ' _ \ \\ I / - - - 1. DESIGN OF STORM WATER WETLAND IS IN GENERAL DIRECTION OF A LICENSED PROFESSIONAL I \ I \ I 1 I I ENGINEER,TO ALTER THIS DOCUMENT IN ANY /5 \\ 312.67 1 1 I 1 I SWALE VS1 _ _ CONFORMANCE WITH THE NYSDEC STORM WATER DESIGN WAY.IF AN ITEM BEARING THE SEAL OF AN .'175.1 ' _ _ - - ENGINEER IS ALTERED,THE ALTERING ENGINEER �OPC_ x 312.75 I 1 1 1 1 1 (WQv& RRv MANUAL, 2015 EDITION. THE WETLAND HYDRAULICS AND SIZINGII- SHALL AFFIX TO THE ITEM HIS SEAL AND THE Invert = 309.15' - I I 1 PROVIDED) _ WERE BASED UPON SITE TESTING DATA AND AN AVERAGE LOCAL NOTATION"ALTERED BY"FOLLOWED BY HIS El I I I 1 1 1 312 GROUNDWATER ELEVATION OF 308.0'. SIGNATURE,THE DATE OF SUCH ALTERATION, m I 314 \\ \ x 312.42 1 1 1 1 ` AND A SPECIFIC DESCRIPTION OF THE ALTERATION. \ \\ I I SLOPE HP 313.0 1 _ _ 2. GRADING IN AND AROUND WETLAND/POND SHALL BE DONE WITH 1 I . . CARE TO ACHIEVE THE MINIMUM REQUIRED DIMENSIONS AND '" \ \ \U I I I 1 1 1 I LINE OF 100 FT - - VOLUMES SPECIFIED. THE SHAPE AND CONFIGURATION OF THE SWALE VS2 _ x 312.75 I I 1 CONTOURING SHALL GENERALLY FOLLOW THAT SHOWN ON THE (WQv& RRv \ \ \ 1 RET SLB J 1 WETLAND ADJACENT - - \ \ TI 25, x 312.83 1 1 1 1 AREA GRADING PLAN. m PROVIDED) \ EL • 31 ' 1 I I 3. THREE SWALES AND TWO WETLAND/POND FOREBAYS HAVE BEEN PROVIDED TO CAPTURE AND PRE-TREAT RUNOFF FROM 313.08 XV i 1 I _ _ IMPERVIOUS SERVICES AND BUILDINGS. \' \\ 313.17x\ 1 1 I 1 _ _ 3.1. SWALE AND FOREBAY DIMENSIONS AND VOLUMES SHALL BE WV_ I 1 \ I MAINTAINED AND INSPECTED PERIODICALLY. REMOVE I 1 11 / SEDIMENTATION WHEN ACCUMULATED SEDIMENT DEPTH ENGINEERS STAMP: x°312.83 /�� SLOPE I HP 13.42 \ - r" � - \ \1 m EXCEEDS 6-INCHES. ' \ / 313 - 3.2. REFER TO STORM WATER POLLUTION PREVENTION PLAN m x 313. 7 SLA 313 (SWPPP)AND DRAINAGE REPORT FOR ADDITIONAL 67 m IC C 313.25 x 1 INFORMATION REGARDING WATER QUALITY CALCULATIONS 3 3 / 1 IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE I I \ L AND MINIMUM WATER QUALITY VOLUME REQUIREMENTS. INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL m / 4. THE WETLAND/POND SHALL CONSIST OF BOTH HIGH AND LOW COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS 313 `' MARSH AREAS AS FOLLOWS; NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. x 31367 1 4.1. APPROXIMATELY 35% OF THE WETLAND SHALL BE HIGH MARSH ` - - - \ ;313.25 1 I NO MORE THAN 6-INCHES IN DEPTH BELOW THE PERMANENT I CONTRACTOR TO \ \ SLOPE HP 313.83 \ / 1 POOL ELEVATION 308.0'. OM COORDINATE ELECTRICAL1 1 I \ ` ` 4.2. APPROXIMATELY 65% OF THE WETLAND SHALL BE LOW MARSH REQUIREMENTS FOR BUILDING , U m NC ETE SLA ` 6-18-INCHES IN DEPTH BELOW THE PERMANENT POOL I MOUNTED LIGHTING WITH I \ .58 x. Tg IC LEV 314 ' - ELEVATION OF 308.0'. m ' OWNER PRIOR TO 1 313.5 313 - 5. THE BOTTOM OF THE WETLAND SHALL CONSIST OF A MINIMUM -- CONSTRUCTION. INSTALL , U -- � 12-INCHES OF FINE/ORGANIC SOIL SUITABLE FOR ESTABLISHMENT REVISIONS .................... ................. -- OF WETLAND VEGETATION. FIRM OR COMPACT SUBGRADE UPON BURIED PVC CONDUIT(S)AS \ 313.5 x - _ __OR REQUIRED FROM EACH - - x 313. ---_-___---__- J �- COMPLETION OF ROUGH GRADING. 5 BUILDING TO UTILITY ROOM - - 6. CONTRACTOR SHALL DEWATER AS REQUIRED DURING EXCAVATION ------- - - AND GRADING WORK IN ORDER TO ESTABLISH GRADES AND 4 v - _ ELEVATIONS SPECIFIED. 3 312.2 _ 1 - / _ _ 7. UPON COMPLETION OF WETLAND/POND CONSTRUCTION, THE ? Q i PERIPHERY DISTURBED AREAS AND UPPER SIDE SLOPES OF THE 2 w BASIN SHALL BE SEEDED FOR NATIVE GRASS. AREAS WITHIN THE 1 z WETLAND AND WITHIN TWO FEET OF THE SHORELINE FRINGE AT W THE PERIMETER SHALL BE SEEDED AND PLANTED WITH NATIVE o _ PROJECT NO. : VE 347 wv 3FT WIDE X 2FT DEEP EAVE - WETLAND PLANTS AND SPECIES RECOMMENDED FOR THE AREA TRENCH (5FT WIDE AT WEST - - - AND CLIMATE. CONSULTATION WITH A WETLAND SCALE: AS NOTED SHALL BE' - MINE THE END)X 196FT LONG _ SPEOCIOESISPLANOT NGSMETHODO OGYQAND DENOSIDTY ETEOF PLANTINGS DATE: 1/15/17 Lu z T/TRENCH 313.5 ` (WQv& RRv PROVIDED) / OR SEEDING. z 8. RE-SEEDING OR SUPPLEMENTAL PLANTING SHALL OCCUR IF WITHIN DRAWN BY: VISION - _ TWO GROWING SEASONS LESS THAN 50% OF THE ORIGINAL o PLANTING IS NOT ESTABLISHED. PROJECT: Lu > � Lu � u, 110, 1100X: Lu SCOVILLE MINI-STORAGE 294 QUAKER RD Q J PR P E RA N T L TY PLAN DRAWING TITLE O OS DG DI G & U I I LUJ 1 INCH =30 FEET GRADING AND o UTILITY PLAN o orz Uui W Z GRAPHIC SCALE m ° DRAWING NO. Z > a 30 0 15 30 60 120 a b = N n Q (n N o =4 ZQ (IN FEET) a = CL 1 INCH = 30 FT. OF = o H U ' I I LANDSCAPING AND LIGHTING PLAN NOTES 1*.*.*.*.*.*.*.*.*.*.*.* ............ ......... 1. NURSERY SOURCE: OBTAIN FRESHLY DUG, HEALTHY VIGOROUS PLANTS NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR A MINIMUM OF 2 YEARS. PLANTS SHALL HAVE BEEN LINED OUT IN ROWS, ANNUALLY CULTIVATED, SPRAYED, PRUNED, AND FERTILIZED IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE. ALL PLANTS SHALL HAVE BEEN TRANSPLANTED OR Y ROOT PRUNED AT LEAST ONCE IN THE PAST 3 YEARS. BALLED AND BURLAPPED PLANTS MUST COME FROM LOW-LYING SHRUB AND "� O PERENNIAL RAISED BED POLE MOUNTED _ _ WE rLANbs" . . . . . . . �" SOIL WHICH WILL HOLD A FIRM ROOT BALL. HEELED IN PLANTS AND PLANTS FROM COLD STORAGE ARE NOT 2, - ACCEPTABLE. SURROUNDING SIGN POST LIGHT FIXTURE AS DELINEATED NOV 2016 B.. ET - - - - - - - - - - - - `.. .0 W POLE MOUNTED _ _ _ _ _ _ . . ACOS_ _ _ _ _ _ _ _ _ _ O� 2. SUBSTITUTIONS: IF SUBSTITUTIONS BECOME NECESSARY DUE TO AVAILABILITY OF SPECIES SPECIFIED H LIGHT FIXTURE - - - - - - - - - - - - . - - - - . ET - - - . �� CONTRACTOR SHALL SELECT NATIVE SPECIES TO THE REGION OF EQUAL SIZE AND SHAPE AND UTILIZE PLANTS E „B„ ET ................ OF SIMILAR PURPOSE. o __ U _ — \ ET — — — — — — �� _ �� 3. ALL ATTEMPTS SHALL BE MADE TO PLANT TREES AND SHRUBS BETWEEN MARCH 15 TO JUNE 1, AND FROM ET ET — — — — — — — 0\ I Q i1 �` 'p SEPTEMBER 1 TO NOVEMBER 15. w G tofc I \ — — — — \ - 4. PROCEED WITH AND COMPLETE SEEDING WORK AS RAPIDLY AS PORTIONS OF THE SITE BECOME AVAILABLE, > c NCE I p,TERWETLAND, SEE C-4 \ WORKING WITHIN THE SEASONAL LIMITATIONS FOR EACH KIND OF LANDSCAPE WORK REQUIRED. J w _ 5fc STORM\N )WALL MOUNTED 1 . \ / o 1 — ASPHALT PAVED ENTRA _ 5. DISTURBED AREAS WHICH WILL REMAIN TEMPORARILY FALLOW FOR PERIODS GREATER THAN 14 DAYS LIGHT FIXTURE DT 1 . / SHALL BE SEEDED AT THE FOLLOWING RATE TO PRODUCE TEMPORARY GROUND COVER: 30 LBS. RYEGRASS 11 0.1fC — — / "A", TYPICAL V (ANNUAL OR PERENNIAL) PER ACRE. DURING THE WINTER, USE 100 LBS. CERTIFIED "AROOSTOOK"WINTER RYE w 1 � -C(PICAL ALL -!tc � o.2fc — — — — - 1 GRASSILAWB AREAS) — — — \ _ _ (CEREAL RYE) PER ACRE. 1 DISTUR 0.5fc 0.5fc o.2fc 6. PERFORM FINE GRADING TO FINISH ELEVATION ONLY IMMEDIATELY PRIOR TO PLANTING. PLANTING AREAS 1 _ — 1 0 0.1tc — — — It WP I SHALL BE GRADED TO A SMOOTH, EVEN SURFACE, FREE OF DEPRESSIONS OR RIDGES WITH A UNIFORM Wmo 1 LOOSE, FINE TEXTURE. Z N 1 DT 5fc P1 W LV P1 7. ALL NEWLY PLANTED AREAS SHALL BE KEPT MOIST BY WATERING UNTIL GRASSES AND GROUND COVERS w ARE WELL ESTABLISHED. THE OWNER OR LANDSCAPE CONTRACTOR MUST WATER TREES WHEN NECESSARY �� a ET \�l P1 1 FOR 60 DAYS AFTER COMPLETION TO ENSURE SURVIVAL. x LU 8. LAWNS ARE TO BE WARRANTY'D UNTIL THEY HAVE BECOME ESTABLISHED, UNTIL FINAL ACCEPTANCE, AND = cn \ DT NOT LESS THAN 60 DAYS AFTER COMPLETION OF ALL WORK. TREES, SHRUBS, GROUND COVERS, AND > P1 PERENNIALS SHALL BE WARRANTY'D AGAINST DEFECTS INCLUDING POOR GROWTH AND DEATH, EXCEPT WHEN UJI P1 I RESULTING FROM OWNER NEGLECT, INCIDENTS THAT ARE BEYOND THE CONTROL OF THE LANDSCAPELID • - - - RT 1fc WP Z 1 INSTALLER AND DAMAGE OR ABUSE BY OTHERS, FOR AT LEAST ONE FULL YEAR AFTER PROJECT COMPLETION. r (.0 Pi 0\ I P1 N N N 5fc �/ C 9. PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND FILLING AROUND BASE. DO NOT 4'VX10'W FREE-STANDING II P1 - - - DAMAGE ROOTS WHERE POSSIBLE. O W Z N Q P1 L M v 77 POLE MOUNTED \ co m �1 10. PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL BEA MIXTURE OF cn ui co I O INTERNALLY ILLUMINATED — LOco 77 SIGN W/20FT HEIGHT — �0 p r 1 PART TOPSOIL, 1 PART COMPOSTED MANURE, 1 PART PEAT MOSS, AND PHOSPHORUS-FREE FERTILIZER AT 1LL �- r y LB. PER 20 SQ. FT. ai wV Pi m T r p - CD P1 0 Z �0 11. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES, OR > oN r) ff CU CU Y VP1 P`L OTHER UNACCEPTABLE MATERIAL. T P1 RA EL RIV WA WP m DT y nl C MPp,CTED P1 W Z lul) 12. MULCH FOR ANNUALS AND PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES, ALL FEDERAL,STATE,AND LOCAL CODES AND OR OTHER UNACCEPTABLE MATERIAL. REGULATIONS SHALL BE CONSIDERED TO BE PART P1 OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN.IF DISCREPANCIES BETWEEN THE CODES P1 m m - - AND REGULATIONS AND THE INFORMATION G) CONTAINED ON THESE PLANS EXIST,THE MORE _ D (1)1 STRINGENT SHALL APPLY UNLESS THE INFORMATION A Cal SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION m OF THE CODE,IN WHICH CASE THE CODE OR PLANTING SCHEDULE z REGULATION SHALL TAKE PREFERENCE OVER PLANS. - - TP1 0 m - _ ___ DIG SAFELY NEW YORK +� CALL BEFORE YOU DIG z P1 70 -n - - - KEY CODE BOTANICAL NAME 7 COMMON NAME PLANT SIZE COMMENTS WAIT THE REQUIRED TIME 'wv . m P1 WP �zl -CONFIRM UTILITY RESPONSE 1 TREES- DECIDUOUS RESPECT THE MARKERS P1 W DT = rn DIG WITH CARE WETLANDS _ P1 ACER RUBRUM RED MAPLE 3 CAL. SAFE DIGGING IS EVERYONES RESPONSIBILITY! AS DELINEATED NOV 2016 PLEASE CALL 1-800-962-79BEFORE YOU DIG. _ D P1 VISIT www.digsafelynewyork.c.com FOR ADDITIONAL BY ACOE INFORMATION. 1 SALIX NIGRA BLACK WILLOW 3" CAL. Pi r 1 IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW P1 PRUNIS SEROTINA BLACK CHERRY 3" CAL. FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL P1 ENGINEER,TO ALTER THIS DOCUMENT IN ANY P1 DT FRAXINUS AMERICANA WHITE ASH 3" CAL. WAY.IF AN ITEM BEARING THE SEAL OF AN _ _ _ _ P1 ENGINEER IS ALTERED,THE ALTERING ENGINEER TP1 1 SHALL AFFIX TO THE ITEM HIS SEAL AND THE 1 ACER SACCHARINUM SILVER MAPLE 3" CALNOTATION"ALTERED BY"FOLLOWED BY HIS . WETLAN SIGNATURE,THE DATE OF SUCH ALTERATION, P1 AND A SPECIFIC DESCRIPTION OF THE ALTERATION. DT - - AS DELINEATED- - BY NYSD BETULA LENTA BLACK BIRCH 3" CAL. POPULUS DELTOIDES EASTERN COTTONWOOD 3" CAL. JACENT AREAS BEYOND FENCE ND INFILL) TIVE GROWTH A � � ................. ......: WETLAND AD TURAL VEGETA ..................... _ WNA � � NO-CUT ZONE (TO ALLO TREES- EVERGREEN O ABIES BALSAMEA BALSAM FIR 6'-7' HT. ENGINEERS STAMP: — - - ` PINUS STROBUS WHITE PINE 8'-10' HT. - wv ET TSUGA CANADENSIS EASTERN HEMLOCK 6'-7' HT. _ IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE PICEA G LAUCA WHITE SPRUCE 6'-7' HT. INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE - . USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. SHRUBS, PERENNIALS, AND GROUND COVER COMUS SERICEA RED STEM DOGWOOD 3 GAL. LUMINAIRE SCHEDULE PROPOSED LANDSCAPING & LIGHTING PLAN LONICERA CANADENSIS COMMON HONEYSUCKLE 3GAL. 1 INCH =30 FEET REVISIONS Symbol Label Qty Catalogue Number Description Lamp MH Lumens ARONIA MELANOCARPA BLACK CHOKEBERRY 3 GAL. 5 A 40 TWR1 LED BUILDING-MOUNTED LED 2 8 FT 3,600 EA GRAPHIC SCALE LITHONIA DARK BRONZE COMUS CANADENSIS BUNCHBERRY 1 GAL. 4 J LIGHTING LUMINAIRE a 30 0 15 30 60 120 3 c� a JUNIPERUS COMMUNIS COMMON JUNIPER 1 GAL. ? � A LU� B 2 KC1400M16CR4 CONTOUR SERIES POLE- ONE MH 400-WATT 16 FT 38,000 EA = 2 z LITHONIA MOUNTED DECORATIVE TYPE IV (IN FEET) ATHYRIUM FILIX-FEMINA LADY FERN 1 GAL. 1 z LIGHTING KAD LUMINAIRE COMBO 1 INCH = 30 FT. z TAXUS CANADENSIS AMERICAN YEW 3 GAL. PROJECT NO. : VE 347 0 > LIGHTING NOTES: 0 1 SCALE: AS NOTED Z VERBENA HASTATA VERBENA 1 GAL. � DATE: 1/15/17 Z 1. SEE LIGHTING DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN OR SPECIFIED. LU 1 LILIUM CANADENSE CANADA LILY 1 GAL. ° 2. LIGHTING DESIGN AND LAYOUT BASED UPON PHOTOMETRIC DATA PROVIDED BY LIGHT MANUFACTURER. J0.2 DRAWN BY: VISION w PLANTING NOTES: ~ 3. LIGHTING FIXTURES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. VERIFY FINISH AND COLOR FOR FIXTURES EE AND RELATED COMPONENTS WITH OWNER PRIOR TO CONSTRUCTION. 1. CONTRACTOR SHALL INSTALL LANDSCAPING PER THE PLAN. INSTALL ONE TREE PER LOCATION SPECIFIED USING PROJECT: > 4. LIGHTS TO BE CONNECTED TO AND CONTROLLED BY AUTOMATIC TIMMER SWITCH LOCATED IN STORAGE UTILITY ROOM. PROVIDE SEPARATE 5, EITHER THE LEGEND FOR THE DECIDUOUS TREES OR EVERGREEN TREES, AS SPECIFIED ON THE PLAN. o TIMING DEVICE FOR ENTRANCE POLE-MOUNTED LIGHT TO REMAIN ON FOR DURATION OF DARKNESS FOR SECURITY PURPOSES. CONTRACTOR MAY SELECT FROM ANY OF THE SPECIES SHOWN IN THE TABLE FOR EACH CATEGORY. SCOVILLE MINI-STORAGEz LU 5. SUBSTITUTIONS OF PRODUCTS SPECIFIED SHALL FIRST BE APPROVED BY OWNER AND SHALL PROVIDE EQUAL LIGHTING AND WHICH SHALL BE 502. PERENNIAL AND ANNUAL BEDS SHALL BE DESIGNED AND LAID OUT BY A LANDSCAPE ARCHITECT OR THE 294 QUAKER RD w = OF SIMILAR STYLE AND DESIGN. SUPPLIERS DESIGN TEAM USING NATIVE PLANTS AS MUCH AS PRACTICLE AND RESULTING IN A MIXTURE OF 75% v PERENNIALS AND 25% ANNUALS. o 3. SUPPLEMENTAL PLANTS SHALL BE SELECTED WHEN NECESSARY FROM THE "NATIVE PLANTS FOR THE DRAWING TITLE a ADIRONDACK PARK" SPECIES LIST. Uj PROPOSED LIGHTING & o TWR1 LED 2 LANDSCAPE PLAN 8FT MOUNTING HT ° w MAX 8.1 fc m o (5FT GRID SHOWN) DRAWING NO. Z > a J Q J � KC1400M16CR4 U 16FT MOUNTING HT C 5 z� MAX 18.2 fc Q = a � (5FT GRID SHOWN) L OF 9 a = o H U EROSION AND SEDIMENT CONTROL PLAN NOTES: OE �OE -OE DE OE ' ' I ' -OE � -OE — -oE �� I 1. CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING ! I SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL BE LINE DELINEATES APPROXIMATE LIMITS OF LAND ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES OUTSIDE Y I I DISTURBANCE (APPROXIMATELY 2.5±ACRES) I THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE w ACTUAL LIMITS TO BE DETERMINED IN FIELD BY MESH AND EXCELSIOR MATTING)WILL BE USED UNTIL SUCH TIME AS GRASS CAN BE 0 ' ! I CONTRACTOR DURING CONSTRUCTION AND OUGH ESTABLISHED. ! GRADING OPERATIONS. INSTALL SILT FENCE S 2. IN SOME INSTANCES, ESTABLISHING VEGETATION WILL BE NECESSARILY DELAYED WHILE Q I I SHOWN UPON START OF EACH CONSTRUCTION CONSTRUCTION IS IN PROGRESS. DURING THESE TIMES, SEDIMENT CONTROL MEASURES SHALL W H PHASE OR WORK AREA TO DELINEATE AND PROTECT BE EMPLOYED TO PREVENT SEDIMENT FROM LEAVING THE SITE. VEGETATION IS TO BE WETLANDS, LAND OF ADJOINING PROPERTY!AND ESTABLISHED IN THESE AREAS AS SOON AS IT IS PRACTICAL. E ! EXISTING VEGETATION TO REMAIN. I3. THE SEDIMENT CONTROL MEASURES DETAILED ON THIS DRAWING SHALL BE IN PLACE PRIOR TO I I i CONSTRUCTION START-UP FOR EACH CONSTRUCTION PHASE OR WORK AREA. 4. SILT FENCE: ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVES ON I THE SITE. CONTRACTOR TO RESTORE AREAS ALONG THE SILT FENCE TO PRE-CONSTRUCTION r ♦ V CONDITIONS UPON POST-CONSTRUCTION REMOVAL OF THE SILT FENCE. INSTALL SILT FENCE V PARALLEL TO CONTOURS. J W O I I 5. STOCKPILES: SILT FENCES SHALL BE CONSTRUCTED AROUND ALL STOCKPILES OF FILL, J ! i TOPSOIL, AND EXCAVATED OVERBURDEN THAT ARE TO REMAIN EXPOSED. SILT FENCES SHALL BE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL SUCH A TIME AS SAID STOCKPILES \ I INSTALL CONTROL ARE REMOVED AND STOCKPILING AREAS ARE BROUGHT TO FINAL GRADE AND PERMANENTLY ' >. STRUCTURE AND OUTLET ! STABILIZED. ! ....... AT BEGINNING STAGE OF 6. STABILIZED CONSTRUCTION ENTRANCE: THE STABILIZED CONSTRUCTION ENTRANCE, UTILIZED CONSTRUCTION FOR USE DURING CONSTRUCTION, SHALL BE MAINTAINED IN A CONDITION THAT SHALL PREVENT ■ AS SEDIMENT TRAP �............ OUTLET (PLUG LOWER TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE W �+ PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR Z N ORIFICE) AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED STONE CHECK - - - - - - - - - - - - - - - - IMMEDIATELY. = W i� 7. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC '► a o 7711 .... TEMPORARY DAM - - - - - - - - - - - - - - - � X � RIP-RAP OUTLET RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED W TEMPORARY STABILIZED SHALLOW SWALE - - - - - - - - - - - - - - - - - , �$ - - O PROTECTION WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. PERIODIC CONSTRUCTION ENTRANCE _ �S - - - - - - - - - - - / - �Q INSPECTIONS AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. > DROP INLET �\ _ _ ��— �S .... PROTECTION �� 'Sys _ - - �S�_ \1 ____ - - 8. STORM DRAIN SEDIMENT FILTER AND CHECK DAMS: PRIOR TO COMMENCEMENT OFui AS >> \ �S __S, — — — '9� CONSTRUCTION, STORM DRAIN INLET FILTERS AND CHECK DAMS SHALL BE CONSTRUCTED AT co - dS dS >> >> SF ys� jS dS SSS�s- 11111• .- \: EXISTING STORM DRAINS AND SWALES/CHANNELS AS REQUIRED. FILTERS SHALL ALSO BE Lor 1 INSTALLED AT NEWLY CONSTRUCTED STORM DRAINS. THEY SHALL BE MAINTAINED IN GOOD Z c:) CV N = » i STOCKPILE T a - �j 11 _.� / CONDITION UNTIL FINAL VEGETATIVE COVER IS ESTABLISHED ON THE SITE. c/� T 9) 00 ' >> \\\ 1 9. PERMANENT VEGETATIVE COVER: IMMEDIATELY FOLLOWING THE COMPLETION OF } c� M CONSTRUCTION ACTIVES IN ANY PORTION OF THE SITE PERMANENT VEGETATION SHALL BE O a� Z ~ N Q l - o � _ » \ - c \\\/�i 1 \ ..... / ESTABLISHED ON ALL EXPOSED SOILS. � �j STONE CHECK �S - - c / / 1 10. ALL HEALTHY TREES OF DESIRABLE SPECIES OR INDICATED TO REMAIN ARE TO BE PROTECTED F � �\ DAM SILT FENCE, TYP - co DROP INLET FROM DAMAGE. ALL UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. I I \ W \ � �/ PROTECTION MATERIALS SHALL NOT BE STORED NOR MACHINERY OPERATED WITHIN THE DRIP-LINES OF THE c I r _ �N \ TREES TO REMAIN. DAMAGED TRESS SCHEDULED TO REMAIN WILL BE REPLACED AT p � cu a_ ILL SF —SF ` CONTRACTOR'S EXPENSE. N I _ — sF ® ® F s� _ STONE CHECK - 11. DETAILS PROVIDED ARE ACCEPTABLE MEASURES, BUT THE CONTRACTOR MAY SELECT ANY \ RIP-RAP OUTLET DAM ►� 1 PROTECTION 'I APPROVED METHOD IN ACCORDANCE WITH "NYS STANDARDS AND SPECIFICATIONS FOR ALL FEDERAL,STATE,AND LOCAL CODES AND I — EROSION AND SEDIMENT CONTROL", AS APPROVED BY THE ENGINEER. REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS STONE CHECK A N 12. CONTRACTOR SHALL IMPLEMENT ALL NECESSARY MEASURES TO PREVENT AND MINIMIZE DUST HEREIN.IF DISCREPANCIES BETWEEN THE CODES m ' DAM _ _ ^ I ON SITE INCLUDING BUT NOT LIMITED TO; DAMPENING BY HOSE WHEN REQUIRED ANG AND REGULATIONS AND THE INFORMATION SF SF I SWEEPING ALL HARD SURFACES PERIODICALLY OF SEDIMENT DEBRIS AND DUST. CONTAINED ON THESE PLANS EXIST,THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION N 1 13. NO VEGETATION SHALL BE FELLED INTO ANY WETLAND, LAKE, POND, RIVER, STREAM OR SHOWN,DESCRIBED,OR IMPLIED IS AVIOLATION • I INTERMITTENT STREAM AND IF INADVERTENTLY FELLED INTO ONE OF THESE WATER BODIES, OF THE CODE,IN WHICH CASE THE CODE ORREGULATION SHALL TAKE PREFERENCE OVER PLANS. SHALL BE REMOVED IMMEDIATELY FROM THE WATER BODY. THE REMOVAL OF DEAD OR DYING, DISEASED TREES OR TREES PRESENTING A HEALTH OR SAFETY HAZARD SHALL NO BE EXEMPT DIG SAFELY NEW YORK ,I TEMPORARY /� -CALL BEFORE YOU DIG N SHALLOW SWALE II 1 FROM THIS REQUIREMENT. -WAITTHEREOUIREDTIME 14. WITHIN 200 FEET OF THE MEAN HIGH WATER MARK OF ANY WETLAND, LAKE, POND, RIVER, CONFIRM UTILITY RESPONSE N 1 RESPECT THE MARKERS m - - - - - - - - - �I • \ II STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN DIG WITH CARE I - - - _ - I MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING SAFE DIGGING IS EVERYONES RESPONSIBILITY! \ �� I TEMPORARY VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. { / SHALLOW SWALE A n I PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED VISIT www.digsafe!ynewyork.com FOR ADDITIONAL - I N INFORMATION. 77- A 1 TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. ACCEPTABLE PROTECTIVE _ _ - _ - _ COVERINGS INCLUDE NATURAL MULCH OF A DEPTHS OF TWO INCHES, ROCK RIP-RAP, IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 7_7 _ _ 1 ° I NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS 2 OF THE NEW YORK STATE EDUCATION LAW I IFOR ANY OTHE STRUCTURES. DIRECTION OF A LICENSED PROFESSIONAL _ 15. ANY AREA OF LAND FROM WHICH THE NATURAL VEGETATIVE COVER HAS BEEN EITHER ENGINEER,TO ALTER THIS DOCUMENT IN ANY ' STONE CHECK WAY.IF AN ITEM BEARING THE SEAL OF AN m _ A \ A I I PARTIALLY OR WHOLLY CLEARED OR REMOVED BY DEVELOPMENT ACTIVES SHALL BE ENGINEER IS ALTERED,THE ALTERING ENGINEER I _ A DAM I SHALL AFFIX TO THE ITEM HIS SEAL AND THE 7 LL 1 I 1 RE-VEGETATED WITHIN 10 DAYS FROM THE SUBSTANTIAL COMPLETION OF SUCH CLEANING AND NOTATION"ALTERED BY"FOLLOWED BY HIS CONSTRUCTION. ACCEPTABLE RE-VEGETATION SHALL CONSIST OF THE FOLLOWING:I ANDA URE,IC DESCRIPTION OF THE DATE OF SUCH ALTERATION, 15.1. - I 15.1. RE-SEEDING WITH AN ANNUAL OR PERENNIAL COVER CROP ACCOMPANIES BY PLACEMENT STONE CHECK OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE, BUT NOT LESS THAN DAM A 50% OF THE TOTAL DISTURBED AREA, TO CONTROL EROSION UNTIL SUCH TIME AS THE n I COVER CROPS ESTABLISHED OVER 90% OF THE SEEDED AREA. 15.2. REPLANTING WITH NATIVE WOODY AND HERBACEOUS VEGETATION ACCOMPANIES BY m PLACEMENT OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE TO CONTROL EROSION UNTIL THE PLANTINGS ARE ESTABLISHED AND ARE CAPABLE OF A CONTROLLING EROSION. 15.3. ANY OTHER RECOGNIZED METHOD WHICH HAS BEEN REVIEWED AND APPROVED BY THE wv I 1 � \ TOWN OF SATISFYING THE INTENT OF THIS REQUIREMENT. I 16. ANY AREA OF RE-VEGETATION MUST BE EXHIBIT SURVIVAL OF A MINIMUM OF 75% OF THE ENGINEERS STAMP: COVER CROP THROUGHOUT THE YEAR IMMEDIATELY FOLLOWING RE-VEGETATION. RE-VEGETATION MUST E REPEATED IN SUCCESSIVE YEARS UNTIL THE MINIMUM SEVENTY-FIVE-PERCENT SURVIVAL FOR ONE YEAR IS ACHIEVED. A / 1/ 17. GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15 TO APRIL 15, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES DURING RE-VEGETATION IN ORDER INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL m COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS I ' SF TO REDUCE EROSION AND MAINTAIN WATER QUALITY. THESES EXTRA MEASURES INCLUDE, BUT NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE r ARE NOT LIMITED TO, THE USE OF SCREEN MESH, NETTING, EXTRA MULCH AND SILTATION USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. m \ \ PILE r �/ FENCES. I ° 18. THE CONTRACTOR SHALL DESIGNATE THE CONSTRUCTION SITE "OPERATOR" PRIOR TO START OF CONSTRUCTION. THE OPERATOR SHALL INSPECT AND MAINTAIN THE INTEGRITY AND 1 \ �S 5� FUNCTION OF ALL TEMPORARY EROSION CONTROL MEASURES THROUGHOUT THE DURATION - OF THE DEVELOPMENT PROCESS. y� _ _ _ 19. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED m , REGULARLY, AND SHOULD ALSO BE INSPECTED AFTER EACH SIGNIFICANT RAINFALL EVENT. IF I ' 1 - � � � _ _ _ MEASURES ARE FOUND TO BE IN NEED OF REPAIR, THEN WORK SHALL CEASE UNTIL ADEQUATE REVISIONS 1 \ .............::::: I �� REPAIRS OR REMEDIAL MEASURES ARE IMPLEMENTED. N .................... _ _ SF � SF �SF �� 20. TO ASSURE PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD 5 :. ..:...........r.r.r....:..:::...:::::::a:::....... SF SF - _ SF SF CONDITION AND REINFORCED, EXTENDED, REPAIRED, OR REPLACED AS NECESSARY. \SF — F SF SF _ WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE-SEEDED, AND PROTECTED FROM FURTHER O - 1 SF SF' F SFdwp _ EROSION. ALL ACCUMULATED SEDIMENT SHALL BE REMOVED AND CONTAINED IN APPROPRIATE 3 z - - - ' SPOIL AREAS. W 2 z 21. PERMANENT TRAFFIC CONTROL SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" - - SHALL BE AVOIDED. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE - - 1 z POINT OF ENTRY ONTO THE PROJECT SITE. CONSTRUCTION TRAFFIC SHALL NOT CROSS z STREAMS OR DITCHES EXCEPT AT SUITABLE CROSSING FACILITIES, AND SHALL NOT OPERATE PROJECT NO. : VE 347 0 wv MEASURES SHALL BE TAKEN TO - - UNNECESSARILY WITHIN WATERWAYS OR DRAINAGE DITCHES. — PREVENT SEDIMENT FROM - - - - 22. SEDIMENT TRAP SHALL BE CLEANED OF ACCUMULATED SEDIMENT ONCE THE DEPTH OF THE SCALE: AS NOTED ' ENTERING TRENCH, INSTALL - - - - - - - - TRAP IS REDUCED BY SIX INCHES OR MORE. Lu AFTER ADJACENT BUILDING - /- - DATE: 1/15/17 z ..,pFOUNDATION INSTALLED AND ' FINISH GRADING COMPLETED - - f - - DRAWN BY: VISION w E&S LEGEND: EE D PROJECT: Lu > D Lu » TEMPORARY SWALESCOVILLE MINI-STORAGE ° I - 294 QUAKER RD STONE CHECK DAM � SF SILT FENCE ? 0 Q J EROSION & SEDIMENT CONTROL PLAN i,�i� HAY BALESTABILIZED CONSTRUCTION DRAWING TITLE a- J 1 INCH =30 FEET ENTRANCE EROSION & SEDIMENT TREE PROTECTION CONTROL PLAN orz GRAPHIC SCALE RIP RAP m o Ji a 30 0 15 30 60 120 DRAWING NO. z a J Q zTEMPORARY SEDIMENTATION � o (IN FEET) C =6 BASIN Z__ Q� 1 INCH = 30 FT. a Lo OU)9 U' = o H U OFABRICS US 200 OR MIRAFI R UIC S0OX ITEM NO. TYPE 6 TOP 403.178902 OT MIX PAVING NOTES. DECIDUOUS EVERGREEN COURSE, 1 1/2" THICK 1. REMOVE LOOSE AND FOREIGN MATERIAL FROM SUBBASE SURFACE LIGHT FIXTURE (5)#6 VERTICAL REINF. BEFORE PAVING. USE POWER BROOMS, BLOWERS OR HAND BROOMS. ITEM NO. 403.138902 HOT MIX 3/4" CHAMFER Y ASPHALT TYPE 3 BINDER REFER TO LIGHTING 2. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE I I° � COURSE, 1 1/2" THICK _ SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED, SCHEDULE FOR FINISHED GRADE- - � O FIXTURE SPECIFICATIONS SEE SITE PLAN COMPACTED, AND IS READY FOR PAVING. SUBBASE MATERIAL SO PREPARED I I _ BARK MULCH FOR PAVING, UNLESS IT HAS BEEN DISTURBED, SHALL BE PAVED WITHIN ONE II=I1 III I I 61 11=I I=111=III=11' AND 2 FT DIAM. _ a WEEK OF PREPARATION UNLESS OTHERWISE APPROVED BY THE ENGINEER. O ZINC PLATED ANCHOR BOLT LLL 3" MIN SHOULD THE PREPARED SUBBASE BE DISTURBED, IT SHALL BE REGRADEDz I f I i =III= ASSEMBLY PER MANUFACTURER'S :•,'j=?'.•:`?'•"`.' LLLL -III ISI-1�I,1 ITEM NO. 304.12 OR 304.14 SUBBASE AND RECOMPACTED TO THE SATISFACTION OF THE ENGINEER. �, 1=11I I i I I 11=III=11 RECOMMENDATION LLLL LLLL `t .: cn z III- = LLLL LLL AMENDED TOPSOIL MIXTURE COURSE TYPE 2 OR 4, COMPACTED TO 1=III J 11=III=1 :: „ ; IN THE FOLLOWING RATIOS, o o _ 1 RIGID STEEL CONDUIT OR `'' 3. TACK COAT MEETING THE MATERIAL REQUIREMENTS OF 702 90 ASPHALT = >;: :; r: ::::-:: °>..-. :.:..:.•..,,;; . 95/o STD. PROCTOR DENSITY, 8 THK LIGHT POLE TO MATCH FIXTURE m - - - :; , BY VOLUME' U - - 1 PVC SCHEDULE 80 - EMULSION FOR TACK COAT OF THE NEW YORK STATE DEPARTMENT OF _ -11I a I1=1 II "`" FINISH SEE SCHEDULE FOR STYLE �� S. "::..-.•;•;:�,:;a` 20 PARTS TOPSOIL - TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND = o III a l" � r? 4 PARTS PEAT MOSS III #3 CLOSED TIES AT 9"OC, U.N.O. III �.Y. III 2 PARTS PEAT HUMUS W L / / / / / / / / / / MATERIALS, DATED MAY 1, 2008, SHALL BE APPLIED IN ACCORDANCE WITH III II I11- II ''I1 11 X \ III ° ° . ° ° I1=11 —III riii—iii iiiiiiI 1 PART FERTILIZER(10-6-4) V \//\//\//\//\//\//\//\//\//\//\//\//\//\// SECTION 407-TACK COAT OF THOSE SPECIFICATIONS AND AS OTHERWISE 4000 psi CONCRETE BASE-24"0 III III III > c PROVIDED FOR IN THESE DRAWINGS. 111 I1=1' J W NOTE: REFERENCE "N.Y.S. DEPARTMENT OF UNDISTURBED OR —III a II—I11= TRANSPORTATION STANDARD SPECIFICATIONS COMPACTED SUBGRADE 4. APPLY TACK COAT TO SURFACES OF CURBS, GUTTERS, MANHOLES, AND II II II IJ I I12"FOR CONSTRUCTION AND MATERIALS", OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TOA _ TYP. UNDISTURBED SUBGRADE =III 11=1111 w 0 MAY 1, 2016, FOR MATERIAL TYPE "TACKY" CONSISTENCY BEFORE PAVING. II- — — — — — III= UNDISTURBED SUBGRADE AND CONSTRUCTION REQUIREMENTS. -III III=III=III=III=III- -_ I1= I-III-III-III-III-III III- OR FILL COMPACTED TO 95% 5. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. GRADE STANDARD PROCTOR SHRUB PLANTING DETAIL = TYPICAL NEW PAVEMENT DETAIL 6. SUBBASE MATERIAL AND THE VARIOUS ASPHALT CONCRETE MATERIALS 24 O NOT TO SCALE ■� } NOT TO SCALE CALLED FOR IN THESE DRAWINGS SHALL CONFORM WITH THE SPECIFIED ITEM V NUMBER AND REFERENCED SECTION OF THE NEW YORK STATE DEPARTMENT LIGHT POLE BASE DETAIL L OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SEE POLE BASE W 12" REBATE FROM BINDER MATERIALS, DATED MAY 1, 2008. CONSTRUCTION SHALL BE AS FURTHER SET DETAIL THIS DWG w TO TOP COURSE EXISTING NEW FORTH IN THOSE SPECIFICATIONS AND AS OTHERWISE PROVIDED FOR IN NOT TO SCALE W HIGHWAY PAVEMENT THESE DRAWINGS. '► X o SAW CUT EXISTING TOP W COURSE ASPHALT THEN 7. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD ELEVATION VIEW TACK COAT EXISTING SAW-CUT EXISTING TOP COURSE AND STRIKE-OFF USING A SELF-PROPELLED PAVING MACHINE, WITH co PAVEMENT PRIOR TO BINDER COURSE VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE APPLYING ASPHALT BY HAND. *** Poles must meet 90 mph sustained winds Uj 8. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN STREET LIGHT POLE FIXTURE ELEVATION AI DECIDUOUS OR EVERGREEN TREE r � SUCCESSIVE DAY'S WORK. z � � � � � EDGE OF TRAVEL LANE NOT TO SCALE r N N - . - . - 9. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN PAINT BOLLARD BITUMINOUS IMPREGNATED, INSECT RESISTANT O a� } � fV M SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL, OR STONE MATERIALS (COLOR PER OWNER) TREE WRAP, APPLY IN 4"WIDE STRIPS z M BINDER COURSE TO THE SATISFACTION OF THE ENGINEER. AMENDED TOPSOIL MIXTURE (DECIDUOUS TREES ONLY) (n uS � ~ O SHALL BE IN THE FOLLOWING RUBBER HOSE co LO � 10. PAVEMENTS AND ROADWAYS SHALL BE UNIFORMLY GRADED BETWEEN 6"SCH.40 STEEL PIPE q RATIOS BY VOLUME: WIRE No. 10 a. N HIGH AND LOW POINTS SPECIFIED. PROVIDE SLOPED SURFACES TO DRAIN FILLED W/CONC.WITH CAP -20 PARTS TOPSOIL c STAKES 2 " DIA. OR SQUARE SUBBASE ENTIRELY TO STORM WATER DEVICES WITHOUT PONDING. 3" COVER OVER CONCRETE -4 PARTS PEAT MOSS 8' LG. USE 3 STAKES MIN. PER TREE o 0 x SEED: BY WEIGHT -2 PARTS PEAT HUMUS > N 0- LL FINE FESCUE...................................65% - - 1 PART FERTILIZER MULCH 3" MIN. AND 3 FT DIAM KENTUCKY BLUE GRASS...............20% ALL FEDEP.AL,STATE,AND LOCAL CODES AND LIME AS REQ'D. TO A Ph OF 6.5 PERENNIAL RYE..............................15% PAVEMENT OR — — III FINISHED GRADE REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS MULCH: LAYER OF SMALL GRAIN 60 POUNDS PURE LIVE SEED PER ACRE FINISHED GRADE I�IhI�� I.J �I �� hl� HEREIN.IF DISCREPANCIES BETWEEN THE CODES GEOTEXTILE SEPERATION FABRIC STRAW; 2 TONS PER ACRE WITH AND REGULATIONS AND THE INFORMATION COMPACTED SUBGRADE 90% COVERAGE FINISHED GRADE FILL POST W/CONC. - =111= — =111=111= CONTAINED ON THESE PLANS EXIST,THE MORE US FABRICS US 200 OR MIRAFI 500X a -III—III—III — —� STRINGENT SHALL APPLY UNLESS THE INFORMATION I!/� lillll'll Ili�� a =1�1=1-1=1,; III—I�1=1�I. IS A III ° _ _ _ — / , , ,' , — III OFOTHE CODE,IN WHICH CASETHECODVIOLATIONO PAVEMENTCONNECTION DETAIL AT EXISTING R.O.W. — II I I I I I N =� ' ' REGULATION SHALL TAKE PREFERENCE OVER PLANS. NOT TO SCALE 111 111 I II I 1=III - - - III- � � IIIII I 1=1 I I 3500 PSI P.C. CONC. a -- ,' '= _ _ L MINIMUM - III - DIG SAFELY NEW YORK III CALL BEFORE YOU DIG - -- -- _ - -- - � - -"- --- AMENDED TOPSOIL III WAIT THE REQUIRED TIME MIXTURE CONFIRM UTILITY RESPONSE ,. :. .. 5•.. .. r:,Y :. .•:> •.., o .. ,.:., t — – RESPECT THEMARKERS •�;•. �. �'•'. •_ �� ••'; � ••••• ��• •:�: ��' '•. — NOTE. ALL PIPES SHALL BE UNDISTURBED SUBGRADE. DIG WITH CARE •�, :,• r• :� a� •� ..,::�• b•: :� ITEM NO. 304.12 OR 304.14 SUBBASE = — _ 1'-6" PAINTED TRAFFIC YELLOW IT= BALL DIA. +24" COURSE TYPE 2 OR 4, COMPACTED TO = 12" SAFE DIGGING IS EVERYONES RESPONSIBILITY! III III—III— FERTILIZER: PHOSPHOROUS FREE, PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. •r • "•''' :•`• � '••� 95% STD. PROCTOR DENSITY, 8" THK I ' ©.• : ->. ' ;~ P,. ..j : Q I I-, 1 1 1 111 1 I- 800 POUNDS PER ACRE, WORKED INFORMATION. Y v •, VISIT www.di safel new ork.com FOR ADDITIONAL GEOTEXTILESEPERATIONFABRIC TOPSOIL: MIN. OF 4" DEPTH, A NATURAL, 2-4 INTO SOIL TREE PLANTING DETAIL ''�` �•` ;.:. '' •" " `' FERTILE, AGRICULTURAL SOIL CAPABLE PIPE BOLLARD IT IS AVIOLATION OF SECTION 7209 SUBDIVISION US FABRICS US 200 OR MIRAFI 500X OF SUSTAINING VIGOROUS PLANT GROWTH NOT TO SCALE 2 OF THE NEW YORK STATE EDUCATION LAW • .o•'� .:.�• •. r :: R.;:.:..© ...�•� : .�.'•... NOT TO SCALE M r .';• ' •.::i ;;: (MIN. 20% FINES PASSING NO. 200 SIEVE) FOR ANY PERSON,UNLESS ACTING UNDER THE >• DIRECTION OF A LICENSED PROFESSIONAL • NOTES: SUBGRADE LINE ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN SPECIES AND ENGINEESHALL AFFIS IX O THEED,THE ALTERING ITEM HIS SEAL AND THE EER 1. PLANT LAWN AREAS AFTER AUGUST 15 AND PRIOR TO MAY 15 WHENEVER POSSIBLE. SUMMER SPACING VARIES NOTE: REFERENCE "N.Y.S. DEPARTMENT OF UNDISTURBED OR SEEDING MAY REQUIRE IRRIGATION UNTIL LAWN IS ESTABLISHED. SEE LANDSCAPE PLAN 3" FINE SHREDDED BARK MULCH NOTATION"ALTERED E O FOLLOWED R HIS SIGNATURE,THE DATE OF SUCH ALTERATION, TRANSPORTATION STANDARD SPECIFICATIONS COMPACTED SUBGRADE 2. SEED TO A DEPTH OF a TO a INCH - IF BROADCAST DEVISE USED, ROLL AFTER SEEDING. AND A SPECIFIC DESCRIPTION OF THE ALTERATION. FOR CONSTRUCTION AND MATERIALS", 3. IF HYDROSEEDED, LIME AND FERTILIZER MAY BE APPLIED THROUGH SEEDER, AND MULCHING MAY 1, 2016, FOR MATERIAL TYPE MAY BE OMITTED. 3" SOIL SAUCER AND CONSTRUCTION REQUIREMENTS. 4. CONTRACTOR SHALL TEST TOPSOIL UPON FINAL GRADING AND LIME AND FERTILIZE AS INDICATED WHEN CONDITIONS REQUIRE. TYPICAL GRAVEL DRIVINGPARKING AREA NOT TO SCALE TOPSOIL, FERTILIZER, SEED & MULCH NOT TO SCALE —III—III— =1I II II ENGINEERS STAMP: =111 gIT - AMENDED PLANTING IIIE�=1I 111111 SOIL-SEE NOTES —III—III III—III III III—III—III IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE SIGN PER TABLE I1=111=111=111=111=111=1I —III— -III-III III III „III -111- - III III - III 111 ET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL INK,THIS S NOTE: THIS DETAIL SHALL APPLY TO ALL GROUND COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE 1/8"THICK HOT- DIPPED COVER, PERENNIAL AND ANNUAL BEDS USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. GALVANIZED STEEL STABILIZER PLATE PERENNIAL BED PREPARATION MUTCD BACKGROUND LEGEND AND NOT TO SCALE SIGN CODE COLOR BORDER COLOR SIZE QTY o o KEEP RIGHT 2" X 2" STAINLESS STEEL BOLT HOT DIPPED REVISIONS GALVANIZED STAINLESS STEEL ALL- PUNCHED LOCKING WASHER 5 } ti SQUARE POST TOP VIEW WITH LOCK NUT Q R4-7 WHITE BLACK 24"X30" 2 4 J 9.5" 3 z 0 2 w o w LL ° Z O ILL 6" 0 1 w wSTOP o PROJECT NO. : VE 347 3.5" o FINISHED GRADE o SCALE: AS NOTED m 07 0 LU o DATE: 1/15/17 0 /\//\ o /\//\//��//�/��/�/� R1-1 RED WHITE 30"X30" 2 0 0 z i\ \ \ \ DRAWN U \ \ \ \ O VISION w CD o 0 CD 45° 0 PROJECT: yj SCOVILLE MINI-STORAGE Uj ° o co T_ LU FOR SIGN POST ANCHORING SEE DETAIL SIGNAGE 294 QUAKER RD o Q FRONT VIEW o DRAWING TITLE a W J UTO 8' SIGN POST ANCHORING DETAIL SITE o NOT TO SCALE DETAILS o o � U w SIGN INSTALLATION DETAIL SQ NOT TO SCALE DRAWING NO. z J Q J � 7 co~ CO N Z Q < x: = CL Q W OF 9 J) = o H U WOVEN WIRE FENCE z EXISTING 10' MAX. C. TO C• (MIN. 14 1/2 GAUGE W/ 2 30' MIN. PAVEMENT MAX. 6" MESH SPACING J. 'ti `.„' '; ;' 2 INVERT PER c0 36" MIN. LENGTH FENCE 1 SLOPE OR LESS PLAN . ,, 5:1 POSTS DRIVEN MIN. 16" 10'-0.. INTO GROUND i Y MOUNTABLE BERM TOP OF GEOTEXTILE PROFILE OPTIONAL •' - -•� ( ) ... . FABRIC _.:<'`.;..�:..:.;:.,.>.:.::;.:;:; _: ,-..,,:',.;:.•::...:.:_•:...::....:: ,::.:;%.;;::�".:. HAY BALES AT EMBANKMENT EXISTING HEIGHT OF FILTER ACCESS OPENING O 30 MIN. ;< GROUND }I _ - 16 MIN. ...: . :.. . . .. .. . °. B/FOREBAY a z PER PLAN FOREBAY 2H•1V SIDE W 8" MIN. CQflRD:;;V1ffFQUFPMFN'* 4 Q' i1N7S°, H _ o PROFILE SLOPES W/12 F _ ... . LAYER OF RIP RAP F #2STONE YE E 4'MIN. � 0 •12' MN EXISTING FILTER U ~r I PAVEMENT :. . ... .. .:.:...:.: ,,.. PERSPECTIVE VIEW ....:....:.::...:.. :. .;.. - � .:...:•. .,:•. . .__, WEIR - 1 U PLANT VIEW � 36" MIN. FENCE POST 1 2 2 1 CREST PER PLAN t �Y W L FLOW r ♦ o WOVEN WIRE FENCE (MIN. 14 1/2 12" LAYER V GAUGE W/MAX. 6" MESH SPACING) 12" OF#2 OF SMALL WITH FILTER CLOTH � STONE FILTER - � ��RIPRAP SMALL J w •� CONSTRUCTION SPECIFICATIONS: _ o ' RIPRAP J 10/o MAX. SLOPE 10/o MAX. SLOPE I 1 C FLOW SILT FENCE AT PERIMETER _ APRON 1. STONE SIZE- USE 2"STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. �, N -I I 1=�I � '11= - -I - � •� UNDISTURBED GROUND N J 2. LENGTH - NOT LESS THAN 30 FEET COMPACTED SOIL - =�u INSTALLATION NOTES: - 7_72; COMPACTED 2'APRON 3. THICKNESS- NOT LESS THAN SIX(6) INCHES. =111 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE BASIN BOTTOM EMBED FILTER CLOTH - GRADE SHALL NOT EXCEED 10%. COORDINATE LOCATIONS IN FIELD W/EXISTING EARTH �V 4. WIDTH -TWELVE (12) FOOT MINIMUM AT INDIVIDUAL DRIVEWAYS FOR BUILDINGS, MIN. OF 6" IN GROUND SITE CONDITIONS. EMBANKMENT SECTION TWENTY-FOUR(24) FOOT AT PRIMARY ENTRANCE TO SITE. 4" 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2 W mo 5. GEOTEXTILE FABRIC-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING SECTION VIEW 3 CONSTRUCTION SPECIFICATIONS: a) 0. UPON COMPLETION OF SOIL STOCKPILING, EACH STOCKPILE SHALL BE Z OF STONE. SURROUNDED WITH SILT FENCING, THEN EITHER STABILIZED WITH 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND W 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES VEGETATION OR COVERED IF CONSTRUCTION ACTIVITY PLANNED TO ROOT MAT. THE POOL AREA SHALL BE CLEARED. STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS OR STAPLES. POSTS SHALL BE STEEL EITHER"T" OR"U"TYPE OR HARDWOOD. STOP FOR MORE THAN 14 DAYS. 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS AND OTHER WOODY IL W c IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 4. SEE DETAILS FOR INSTALLATION OF SILT FENCE VEGETATION AS WELL AS OVER-SIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER �� X 0) 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH W 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. 5. REMOVE AND REPLACE HAY BALES EACH DAY DURING STOCKPILE USE. "= PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. EQUIPMENT WHILE IT IS BEING CONSTRUCTED. = cn SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY 6. ALL LEFT-OVER MATERIALS TO BE REMOVED FROM SITE UPON COMPLETION OF PROJECT. 3. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. MUST BE REMOVED IMMEDIATELY. INSPECT ROADS ON A DAILY BASIS. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- 4. THE STONE USED IN THE OUTLET SHALL BE SMALL RIPRAP 4"-8" ALONG WITH A 1' THICKNESS OF#2 0 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SOIL STOCKPILE DETAIL AGGREGATE PLACED ON THE UP-GRADE SIDE ON THE SMALL RIPRAP. L STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. NOT TO SCALE 5. SEDIMENT SHALL BE REMOVED AND FOREBAY RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE o � 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SEDIMENT HAS ACCUMULATED TO 12" DEPTH. C4 9) 0 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 2"X4"WOOD FRAME 6. THE STRUCTURE SHALL BE INSPECTED YEARLY AND REPAIRS MADE AS NEEDED. O r N N ~ RAIN. REMOVE AND REPLACE STONE WHEN 80% OF STONE VOIDS ARE FILLED } m 0) M WITH SEDIMENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN COVER OR STAKE STONE OUTLET WEIR R AT FOREBAY W z o °' "BULGES" DEVELOP IN THE SILT FENCE (6" MAXIMUM OF COLLECTED SEDIMENT). STABILIZED CONSTRUCTION ENTRANCE f��GRATE 6. ALL SILT FENCES SHALL BE INSTALLED PARALLEL WITH CONTOURS. NOT TO SCALE Lo p 00 FABRIC N LL r Ln NOT TO SCALE -� , AT PERIMETER SPACING VARIES SILT FENCE CONSTRUCTION SPECIFICATIONScu DEPENDING ON � � o X CHANNEL SLOPE NOT TO SCALE _ 04 a- LL OUTLINE OF GEOTEXTILE X OR SEE PLAN SEPARATION FABRIC �/ - I I p ALL FEDERAL,STATE,AND LOCAL CODES AND A BELOW END SECTION N - - - REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS ALIGN U.N.O. RIO RAP AROUND T 00 HEREIN.IF DISCREPANCIES BETWEEN THE CODES CUTOFF TRENCH CREST END SECTION 8,-O„ AND REGULATIONS AND THE INFORMATION 18"WIDE TOE �� S� 24" MAX � I-III-III I CONTAINED ON THESE PLANS EXIST,THE MORE 6" DEEP OpE H STRINGENT SHALL APPLY UNLESS THE INFORMATION @ CENTER A SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION �- - -------- ~� BURY FABRIC OF THE CODE,IN WHICH CASE THE CODE OR Z A / B/FABRIC MIN. 12"AT PERIMETER REGULATION SHALL TAKE PREFERENCE OVER PLANS. I PROFILE X- H (Ft) o 0 0 0 0 0 0 CONSTRUCTION SPECIFICATIONS: DIG SAFELY NEW YORK CT) - CALL BEFORE YOU DIG B SLOPE (FT/FT) 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. WAIT THE REQUIRED TIME PROFILE CONFIRM UTILITY RESPONSE 0 0 0 0 0 0 0 0 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE 1 5 RESPECT THE MARKERS 1. °' OVERLAPPED TO THE NEXT STAKE. -DIG WITH CARE MIN. o 0 0 0 0 0 0 0 0 3. STAKE MATERIALS WILL BE STANDARD 2" x 4"WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH c:: SAFE DIGGING IS EVERYONES RESPONSIBILITY! Z OF 3 FEET. PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. FILTER 0 0 0 0 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS VISIT www.digsafelynewyork.com FOR ADDITIONAL FABRIC CUTOFF TRENCH GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR INFORMATION. DESIGN BOTTOM 2 2 1 0 0 0 0 0 0 0 o SUPPORT. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION B 1� 1 24" MAX 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS ACTING UNDER THE SECTION A-A @ CENTER GALVANIZED STIEEL o SECURELY FASTENED TO THE STAKES AND FRAME. DIRECTION of A LICENSED PROFESSIONAL END SECTION------------ �� 6. A 2" x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW ENGINEER,TO ALTER THIS DOCUMENT IN ANY A WAY.IF AN ITEM BEARING THE SEAL OF AN PLANVIEW STABILITY. ENGINEER IS ALTERED,THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE FILTER FABRIC � 1` 1 � A--] NOTATION"ALTERED BY"FOLLOWED BY HIS 18 1 BASIN OR FILTER FABRIC DROP INLET PROTECTION SIGNATURE,THE DATE OF SUCH ALTERATION, CHANNEL NOT TO SCALE AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SECTION B-B NO OVERFALL BOTTOM C0 CONSTRUCTION SPECIFICATIONS 0 ono no no no no 0 0 0 ? TOPSOIL, SEED, AND MULCH - USE 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GEOTEXTILE FABRIC/ EROSION CONTROL BLANKETS ON GRADES AND LOCATIONS SHOWN IN THE PLAN. SLOPES STEEPER THAN 3:1 9-0" 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST I i1-Ii1-111-ITI-111= = 1-111-111-111-111- OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE A� Li0' UPSTREAM DAM. PROFILE VIEW 3:1 0 3:1 ENGINEERS STAMP: 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. V_ 1 1 � 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW o o 10" BLANKET THICKNESS IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. 6„ OF 4" RIP RAP (D50) COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS MAINTENANCE: INSPECT CHANNEL FOR EROSION AND SEDIMENT NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE GEOTEXTILE FABRIC ACCUMULATION AND REPAIR OR CLEAN AS NECESSARY USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. CHECK DAM NOT TO SCALE CROSS SECTION A-A TYPICAL S WAL E SECTION MAINTENANCE: INSPECT CHANNEL ANNUALLY FOR EROSION AND NOT TO SCALE SEDIMENT ACCUMULATION AND REPAIR OR CLEAN AS NECESSARY RIP-RAP OUTLET PROTECTION BURY TOP 4 INCHES OF BLANKET NOT TO SCALE REVISIONS AND STAPLE EDGE 1' O.C. 4 III-III-III="- ,"- 1=1 NOTES: 3 c� 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND z SEED. W 2 w -iTi-I I1=111-111- "i_I I1= ,- 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6"WIDE TRENCH WITH APPROX. 12"OF z SIDE AND BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF 1 z 11=1I1= STAPLES/STAKES APPROX. 12"APART IN THE BOTTOM OF TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING. z -111..=III= APPLY SEED TO COMPACT SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER THE SEED AND COMPACTED PROJECT NO. : VE 347 0 MODERATE SLOPES 3:1 SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APART APPROXIMATELY 12" } =III-= _1 =' APART, CROSSING THE WIDTH OF THE BLANKET. SCALE: AS NOTED m 111111 `- ,-' 3. ROLL THE BLANKET (A.) DOWN OR(B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE W BURY TOP 12 INCHES OF =111-I , ' SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING DATE: 1/15/17 z BLANKET IN 6"X6"TRENCH i1-111-111= II-I °° .; =1 0 i1=111=111= II-i 'i -III- STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4. THE EGDES OF PARALLEL BLANKETS MUST BE STAPLED WITH A MINIMUM 6" OVERLAP. TO ENSURE PROPER SEAM DRAWN BY:IF VISION w °sy 11-I I1=111-I I1- N ALIGNMENT, PLACE THE EDGE OF OVERLAPPING BLANKET EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED o BLANKET. PROJECT: Lu x � x � > 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END WITH AN APPROPRIATE 3" o Lu OVERLAP. STAPLES THROUGH OVERLAPPED AREA, APPROX. 12"APART ACROSS ENTIRE BLANKET WIDTH. SCOVILLE MINI-STORAGE tz cr SIDE AND END OVERLAP 6" 3' 6. PLACE STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS FOR THE APPROPRIATE SLOPE BEING APPLIED. o STAPLE BOTTOM EDGE OF I1j1 NOTES: 294 QUAKER RD w Q (TYPICAL) 1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS MAY BE GREATER THAN 6" MAY BE NECESSARY IN BLANKET 1' O.C. o x x ORDER TO PROPERLY SECURE BLANKETS. DRAWING TITLE � STEEP SLOPES 2:1 OR GREATER 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION. W NOTES: x o SITE 1. EROSION CONTROL BLANKETS SHALL BE BY NORTH �+ AMERICAN GREEN S150 BN OR EQUAL. DETAIL`? oc 2 STAPLES PER SQ.YD. w z m O STAPLE PATTERN SQ DRAWING NO. 0 z a EROSION CONTROL BLANKET/SLOPE PROTECTION DETAIL NOT TO SCALE C =8 a a_ Q w 0� OF 9 L = o H U 10'-0" BUILDING OR CONCRETE: 4000 PSI PAVEMENT EDGE REINFORCEMENT: ASTM A615- GRADE 60 (REBAR) ASTM A185- GRADE 65 (WWF) SYRACUSE CASTINGS ENTRAINED AIR: 5.5% - 9.5% RECTANGULAR FRAME AND GRATE- CONCRETE & REINFORCEMENT AS PER ASTM C478 PATTERN NO. 2916 OR EQUAL Everts Avenue o SEE PLAN CONT. EDGING (ALL STRUCTURES TO BE TRAFFIC RATED) EMBEDDED IN CONC. SLAB TOP 24" GROUND SURFACE PRECAST TOP _ HIGH WATER SELFSTORAGE 9 W III—III— 7RATE PER SCHED. ELEVATION FINISHED GRADE CONCRETE OR PRECAST p ADJUSTMENT AS REQ-D.3" PEA GRAVEL 518-792- 1234 FILTER LAYER ci (MORTARED) FILTER FABRIC 3"0 LOW ORIFICE WITH HALF-ROUND w L J - 3 SIDES CMP HOOD WHICH EXTENDS MIN 12" w ♦ (� - BELOW PERMANENT POOL > c w LOW ORIFICE INVERT ANDI < J - FILL WITH 1.5"-2.5" = C7 ►, SIZE PER SCHEDULE/PLANS LU � WASHED AGGREGATE I - INTERNALLY LIT SIGN LU 0 6„ 3'4"X 3'4" I - POLE MOUNTED in I.D. - EDGE OF SIGN SHALL BE MIN. > 15 FT FROM PROPERTY LINE _ HDPE STORM SEWER p ■� �>' OUTLET PER PLAN w mo I I —III I I—III III— z 04 o ■� a C CULVERT INVERT AND SIZE . o W PER SCHEDULE MIN. _ Ln EAVE TRENCH DETAIL PRECASTBASE 12" SUMP UNIT o W NOT TO SCALE Lo W W ` � — I r MAINTENANCE: INSPECT PEA GRAVEL ANNUALLY FOR SEDIMENT ACCUMULATION °° • • �I/� °°�e • N N Q OR OBSTRUCTIONS AND CLEAN AND REPLACE/REPLENISH AS NECESSARY. �cC cs .oc �o oc Icca��o oc o r N N z17 7 7 _ _ L 7 (-4 Q oZ WWW a) z 6"#2 CRUSHED STONE OR >c ¢^� ��^ aa�^a ��^ c�c�` c�c� L Lh cy LAWN/GRASS &TOPSOIL COMPACTED GRAVEL SUBBASE F_ - � LL LANDSCAPED BERM w ai PAVEMENT FINISHED GRADE SURROUNDING POLE BASE (oocu x �' V�IIV��IIV��II��IIV�II CONTROL STRUCTURE DETAIL o 0 -ac- II NOT TO SCALE (PROVIDE RISER COMPACTED TRENCH BACKFILL AND PIPE ZONE BARREL AS REQ'D) I I ALL U ATION STATE,AND LOCAL CODES AND L J SIGN FOUNDATION REGULATIONS SHALL BE CONSIDERED TO BE PART BACKFILL- ONSITE EXCAVATED SAND MATERIAL BY OTHERS OF THE BUILDING DETAILS AND SPECIFICATIONS FREE OF DEBRIS AND ORGANIC MATERIAL ( ) HEREIN.IF DISCREPANCIES BETWEEN THE CODES VARIES I J AND REGULATIONS AND THE INFORMATION 9" MIN. (NO STONES LARGER THAN 3"0) CONTAINED ON THESE PLANS EXIST,THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN,DESCRIBED,OR IMPLIED IS A VIOLATION OF THE CODE,IN WHICH CASE THE CODE OR PROPOSED POLE MOUNTED SIGN DETAIL 6" MIN. Lz REGULATION SHALL TAKE PREFERENCE OVER PLANS. INITIAL BACKFILL CLASS II DIG SAFELY NEW YORK SOLID HDPE �� NOT TO SCALE (NOTE: SIGN GRAPHIC SHOWN IS CONCEPTUAL ONLY) WAIT THE REQUIRED TIME CALL BEFORE YOU DIG STORM PIPE, SIZE o�c c c CONFIRM UTILITY RESPONSE PER PLAN HAUNCH CLASS II RESPECT THE MARKERS c DIG WITH CARE 6" MIN. PIPE ZONE BEDDING -CLASS II SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.w VISIT ww.digsafe!ynewyork.com FOR ADDITIONAL INFORMATION. 24" + OUTSIDE UNDISTURBED SUBGRADE PIPE DIAMETER (DO NOT OVER-EXCAVATE) IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW NOTE: COARSE CRUSHED STONE BACKFILL WILL REQUIRE A SEPARATION FABRIC FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ABOVE TO PREVENT WASHING OF FINES FROM SAND BACKFILL ABOVE ENGINEER,TO ALTER THIS DOCUMENT IN ANY MAINTENANCE: INSPECT STORM PIPE NETWORK ANNUALLY FOR SEDIMENT WAY.IF AN ITEM BEARING THE SEAL AN ENGINEER IS ALTERED,THE ALTERINGG ENGINEER ACCUMULATION OR OBSTRUCTIONS AND CLEAN AS NECESSARY. SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS HDPE STORM PIPE DETAIL SIGNATURE,THE DATE SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NOT TO SCALE SOIL CLASSIFICATION TABLE SOIL CLASS SOIL GROUP CRUSHED ROCK, ANGULARD: CLASS I 100% PASSING 1-1/2 IN. SIEVE, </= 15% PASSING#4 SIEVE, </=25% PASSING 3/81N. SIEVE AND </= 12% PASSING#200 SIEVE. ENGINEERS STAMP: CLEAN, COARSE GRAINED SOILS: CLASS 11 SW, SP, GW, GP OR ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH </= 12% PASSING#200 SIEVE. COARSE GRAINED SOILS WITH FINES: IF THE STAMP AND SIGNATURE ON THIS DRAWING ARE NOT IN BLUE GM, GC, SM, SC, OR ANY SOIL BEGINNING WITH ONE OF THESE INK,THIS SET OF CONSTRUCTION DOCUMENTS MAY BE AN ILLEGAL CLASS III SYMBOLS, CONTAINING > 12% PASSING#200 SIEVE; SANDY OR COPY OR A MODIFIED DUPLICATE OF THE ORIGINAL PLANS.DOCUMENTS NOT CONTAINING AN ORIGINAL STAMP AND SIGNATURE SHOULD NOT BE GRAVELLY FINE-GRAINED SOILS: CL, ML, OR ANY SOIL BEGINNING WITH USED TO OBTAIN A BUILDING PERMIT OR FOR CONSTRUCTION. ONE OF THESE SYMBOLS, WITH >/= 30% RETAINED ON#200 SIEVE. FINE-GRAINED SOILS: CLASS IV CL, ML, OR ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS, WITH <30% RETAINED ON 4200. CLASS V MH, CH, OL, OH, PT REVISIONS 5 OUTLET CONTROL STRUCTURE 4 J J Qf- 100 YEAR STORM ELEVATION 310.2' 3 c� z Qp- 10 YEAR STORM ELEVATION 309.62' W T/CS-GRATE - 2 w 3 z 309.5 CPv- 1 YEAR STORM ELEVATION 309.11' HIGH MARSH MAX 6" DEEP 1 1 z < LOW MARSH 6-18" DEEP PROJECT NO. : VE 347 FOREBAY/SEDIMENTATION POOLSCALE: AS NOTED m OUTLET PER PLAN 10% WQv DATE: 1/15/17 LU U) z O U YO ORIFICE ui OUTLET INVERT PERMANENT POOL 308.0 DRAWN BY: VISION _ 308.0 � o 308.0 PROJECT: LU > 12" SUMP W MIN OUTLET MICRO-POOLSCOVILLE MINI-STORAGE o w o 5 10% wQv 294 QUAKER RD Q J DRAWING TITLE a UjU ci MAINTENANCE: FOREBAY LOCATIONS TO BE INSPECTED ANNUALLY AFTER EACH SPRING. J CLEAN OF SEDIMENT ACCUMULATION WHEN DEPTH REACHES 6"AND DISPOSE OF LEGALLY SITE o OFF-SITE. INSPECT VEGETATIVE COVER AND REPAIR AS NECESSARY. DETAILS a 0c TYPICAL CROSS SECTION AT WETLAND POND co 0 NOT TO SCALE DRAWING NO. z J Q J � = O co N _g Za Q �_ J = 0_ W � OF 9 m0-