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HomeMy WebLinkAboutSite Plan l� I 7 f, I e, i I ' J we • I \ APW r% r rmm a 9 u r aL aL axi u n- e'' 4 4 4- � \fth 111k 7,4� \%%u ft :-R xarchitects k", DRAWING engineers �\ LIST _..:: ' CIVIL DRAWINGS r�, C 000.00 COVER SHEET BOUNDARY SURVEY �•' �. '�'�\ ,' �_•_;' CD 100.00 SIOTEODEMOLITION PL <�ond , c .,.....,...,• " 538 Broad Hollow Road,4th Floor East CS 100.00 DIMENSIONAL SITE PLAN ti\. �, \ �;\, Melville NY 11747 \h� \\G�,r \ r CS 110.00 TRANSMISSION LINE DIMENSIONAL SITE PLAN ' �� . ' \\ i C 100.00 GRADING AND DRAINAGE PLAN 631 756 8000 •www.h2m.com C 110.00 DRAINAGE CALCULATIONS & STRUCTURE SCHEDULE ram? is7' FI C 120.00 SOIL EROSION AND SEDIMENT CONTROL PLAN \ CL 100.00 LANDSCAPE SITE PLAN \ ` : C 500.00 SITE DETAILS .� C 510.00 BESS CONTAINER& PCS CONTAINER ELEVATIONS "�. "100.00 LIGHTING PLAN % r:; \ L 101.00 PHOTOMETRIC PLAN �'°� :•• �.�s� F L 102.00 ELECTRICAL LIGHTING DETAILS v r <\ +< 11 "ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL" �\ SITE ��•'' `�;\ „•-- f,:,, DESIGNED BY DRAWN BY' CHECKED BY REVIEWED BY rn t \ `� \\ /r PROJECT No.: DATE SCALE'G �.` RJR JMT RJR KCEG 2101 JUNE 6, 2022 AS SHOWN m p, \\ • CLIENT \ \� `r KCE NY 26 LLC M F E Location Map N SCALE:1"=1,000' N N O N 05 O C 7 7 a N 0 O N J m 3 aD m 0 U 0 e» 10750 Oregon Road - ml L Cutchogue, NY 11935 a g a E 0 m m - STATUS � REGULATORY REVIEW JUN 10 2!0�22 Y SOUtfIo Town DRAWING No o Planning Board 000000 U cv +0- m R IIUL:uj�l °a�Co Ala / om � om a c / \ do / LOCATION MAP SCALE 1"= 1000' / GENERAL NOTES: 1. PARCEL AREA IS 1,177,922.59 S.F.OR 27.04 ACRES Tax Lot 1000-96-01-17.5 Land of the Town o"t 5outnal� 2, tLtVAi'IONS t2�rtt2 TO N.A.�.t�.1B88. o_;.. Formerly of Glover Tax Lot 1000-83-3-4.7 0' 3. THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A COMPLETE TITLE REPORT. / Land Now or Formerly of North Fork Recycling Inc. ` - HE OFFSETS AND DIMENSIONS SHOWN FROM STRUCTURES TO THE PROPERTY LINE ARE FOR A SPECIFIC Tax Lot 1000 83 HE ERECTION OF FENCES WA 0 OS ADDITIONS o � ...:... ' �=:'�'�������:.:�:�,::.:.:.;:.': ;.:'.:;., - .: '-_ PURPOSE AND ARE NOT INTENDED TO GUIDE T 0 E WALLS POOLS PATIOS TO ©.. w � ,. ,,<;;.T 1rt bri've`:`�;� :•' :�i`:'`:/.-;::- ' BUILDINGS AND ANY OTHER CONSTRUCTION. ILU ��r. 0 47°,13 :. 4.°' 'x 5, TOPOGRAPHY PER AERIAL PHOTOGRAMMETRY PROVIDED BY GEOMAPS INTERNATIONAL INC. ,. Bain Link Fence'.„ IIII �, C y. ; r. : j.. III �• 5 - _ /J -i IIIIIIi. Wooded .:. � IIIIall 4- , S1 ,, _ t. t. Tax Lot 1000-83-03-5.3 Formerly of ���• ;.�.;•..... ��'� •::-::: • ::`. Land Now or y i� c 0 1 : !. ... .. . .. ,.,.•.,... ._.,•:.... .. D+;t Drive r. Miscellaneous Storage Area � / } Tax Lot 1000-96-( O / O Town of Southold O of the � O Land h �• a Formerly of Glover �.' �o .f . , St k I e _ .__.. , ,1 'ss.s yy x X !' r Y .. ''t• X s L 7 , , , .. ., < .... >. .. c:, .•n .. ,. ....:�':.'. , , , , X 1 Y r , 56.6 \ , N r .�.. � . 58.8 n r Area '/:�„,. w ,77� . .. .. , .., . ... Vehicle and E ui me t Sto a e ' �f. // I:. x Ve cea • , X i.,. � 57. i 3 .. .4 i w,8 r' 9.4 ry , � 1 _ � 1 ,- _ .. ... � ..,. . _. ,.: a .. to k Ile _ '•k S c - r 52 0/ _. 58.6 x / .+ P t 2 m• �x_5. , 4�7 h C 2 s -�, 47 �ob. � �� x � , { . .. �,.. .. . .:...... ,.�-• ode ,� . .. .. r . 54. .......w. •- - W6 r-r� ChFf-1 - , :�,. . . .... ...... ,...., -':,., _ .�^'' odd r --r-�- x , .... ... ,. ,- < ... , .54. 4. :X552 '1, ,.S C' ,- -- - - / ,., .. � . . .. - . ,..., Cr to Wall ... 57:0` _ r \ f >J � �. k Ile ,.. . . . ,.. .. _'. .. : .'' - ,Stockpile � • t � g Aix N T 3 ` 3, ,. _ x 1 ,, f Wa o .: ,m a >. . , . 5, .. .. :.. ... E _ . . t31rt v - 1 ao _ _ w 8 w Drive , _ ; r``•-' � ... _ � a e rt r�` , .,..,.,. -s..r---.'^"*--" .,. ; x �-- 7 9 58,.,� ws 5 . .2 � s �0►' Stock rle Irrl '� � ::.,,�. �....,:>,,.,,.,.., M�,,..,..,...,-,>-w i'.. x , .�., P. ''t x <�•'3r.s-.:- �!" ; : .W P � 9 on PI es o '"` ,.. .. � O r`' ail p ) -{„ \ / 58.5 53.4 A �, 1 , plrt Dr p � _ - .._. .<.. _,. a `� �' / _- -! .. � x „� 7 t (1 `\ O tIi � ,. .. � i 58 1 x-,..\ 5T.8'� , 1 ` t) I f 4. Xc ' fl ': _ aC('' ., �r _ X '51 : C _x) ,I ,. '" .. .. � , / � _ / :. � f i-'.-; � Area of X 51.4 x- x �- h `\ 5 8 , X y .�0 X '� 45 W :.. ,. Q� C Ss 52.3 � •< ..__:. .. - _._. ,/ 57.5 x .__ i ... 15 46 :,N _J , � 5 � � � ti � - i , • 5 _ -_ ._. .._. i ,57.7.� ... -- Overgrown ! _ Wooded I J . ,,�r>M-., z ,.• :- / ---. 58.4 / 58 i 54.7 'Stockpiles � h � y. _.. , ., � ,. # 3 , h J/ ',: Y / C M/` < X 57.7 ! / � , ,--. _., ;' J s � , i� •i i`' Fcv • I . Stock Ile Irr1 atlo i •I ;:_ -.... ,_- --- .:.- � , . , I i 's ��`r off': + P { 9 n Pipes) �.�. � a t .� �,� ....- � _ .: •i` � !, .« -, ( -~.y , -. ,.' .. -..-.. / -.-" .: �. �: .: _. r !._ 5 Nil O 4 : / i �„51.5 NUfS@fy f2.7�r� � ,' Y •-. " . . x58.1.% x Stocki� , Area of j 1.9 f I } i r1._, x 55.5 ... ..t• � � I ) r �r ,_Over rown z / € 9 o I ! i .ti ,- Y 58.8 , gg � 54.fi i,.<. � Stockpiles ,o _ les - , I C r .<„�< v r 6.1: 7 P _ 5 + O _ :, r 2. �,,J x 5 6 / 1 � .7Y•`� - 57.7 6. _ 52 Jo' ,. 5 .. i i) ,1 I59.2 i r, , II , C - 1\ti Ii I S 't 1 1 3 .. X _ 55 _. s ' �F S 5a.s ,__ , Overgrown ...: 1 1 '� _ Far .{ � ;X`_ :�� _ Oo m Field _ �r / < t• , ?i ....,�,.,,,.. X s6.6 X' 4 / x N.>,xi 54 9 t O v •, 5 7 56 I , I� 57.4 J :�i - : - rj i l , I- 58I54.8I'\- I C;.. r ,- i - - II to - i! sl s�5 .. : r I � L _ tI • , , < t < _, , , Y•. 54I548 .7 s. X 52.5 �; ' , _.� 7 X l 58 "t� ., 1 5 .5 55.6 � ,%- _ f < 1 i w P h % ,.. x rn F m'. J 53.6 : - J o' � f _i 54. � .5 S s 3 + h y J k •� tf 1 l t r i _ I F i< c _ x � x --- __ �.i Ji '/ ., 1• j.\`',i X +,�i f :'<!•;'• -O x 55.4 55.8 � 55.8` _ x \ `\ rh. i � � / :'}'' , x 54.5 � _ ,. � � o 6.5 4 X i t u� L,, 56.0 / % \:, `1f..5' r � 1 D54.8 1 /� '}: s '3 .x: 55.5� I / ;' r� 3 x � t l I , i E 54.4 \ .... / i- 56.9 '� fir'' o r t r , 1 X ff I I • I I r' i 0 r _ q - / l 5 .2 r r- s 6 r c h' \ `� 5 .3 �hr I t 'i ham' o`r" CO •/ s F w _ � Jx Over t r x _ ow _ - x � 55.5 - � r 55,8.>,•- . -., - g n fir..::" s f- - • 56.3� - >4 ti \ � :: ..: / ,... ... , ,¢�' � .„- "=�,> _..._ Farm Field < °r , � s Fz -' X 55.3 _ ''.. _ OVer Overgrown 55.5 �"� £ �,.,x , 53.2 ,.' : I o X 52.7. 5 \ x 56.6 _- - `k, arm Field / - � -,� / / � . I 1.4 r'•. c - (O F 1 : . X Tax Lot 1000-83 03 6.1 r' , /h 5a.7 �' ' ` , '� � h o x x 54.3 '' 55.3 `. .. '�`" x r=*.. ,� -- � - _ \ y \ - 2 , , X x 55.7 � ` �� .. _" �_ _. _ .._ /- .# :/ � i' ii ,y' _ -�' ,/ I � •I 0 0 1 •, �- _ . _- :�- ._ _..__ o •' ,: ,•. w x55..3 l J ....... ... �,' `�, _..._ i J I , x55.4 � / .. --- .� i ` � -- _ -_ _ , .__ � � / - --- --- - - x52.6 .--. ,. � 52.5 `-'S0.�7 . �\ i I r_ t•--,z x �. x 55.3 : � „ -- �� ._. 1 �" sr rY - a � 3. X 51.4 J •`"r' �\ x 54.4' - ,,.•., -r. %' ,✓ 50.4 i':: - \ Area of t; • , ,. " v X 55.6 / < , x 56.2 - ,'r /. i h" � r: � / ,. �•�I, , y, �'E _ - I! `-- �j Overgrown , 5 .4 ti Stock it ,; X 53.5 %. 1 0 "' 50.3, t i , I ., X 56.6 -._ _-_ �.._ - _�. __. y _ / k 54.6 53.5.. _... .• 50 ,. ,. ' , _ i, 502 / x r � .. ,; x 56.5 .. ; '' <. ... .. ,, ,- / ��/' ` � \. "i' 50.9 r• -/? x / W � _ , ,f / r Overgrown -� / / .. .__ _._ ' � f C- t._,i ... Q 49.9 �49,.8 '4 x 50.6: ... -,t ,- _'� ,. :. �.• X X Farm Field / �� : .. '-•.. 55.4 55.7 / N I i .. • _ ".._. .! .: / ---- -- - X 54.4' � i X:53:3 50.3 x 56.4 .. ./ �/ - _' ,_ x 54.4 __ _ _ / ' ,: v 52.2 i ` £ rfii :, b , X r. _..% / / x � 5 � i 53.3 � � / - '� �: ,, "51.2 „ f ,. \ / i X 50:g ... 49.3 s •� / 'I � x 55.5 •... / _`,• __.- - .� x 54,3 / /.. _.. - X , Q:� x 51:9 0 "50.8 - .: .Q X'50.4 „ 51.7 6 - - `S`. 2` � 3 cYi x , -� - -� 53.6 \ x56.4 , x ;:. -„ 51.8 I !. Iv x 4 t ,`,,\ -- -_.. 1 . • _ ,,\, , �. � ,�I!N y I 49.1 .- 17 x 54.4 , ! �� " � ' ' /f l r " ,. \. Stockpile ;,J: ->.� , •� \- ��J ,,..' t � I � .. x �". 530 `i 58 521 � x 3 � r i x _, r 52.2 � 50.8 'f`- J t x 1' I 1 , 51.6 , r i s 53.3 , , s x 512 1.7 , u x 54.3 . -._. .__ -_ -, ..... ._ __ _�, .-._..._.._........___._._.__. x,54.1 t.•. _.....,_, ,:..,,,..•:.:,.:.r ""� `�nnn�c�r-- . r -- -, '-_ -•- --�,.•--�..�-.�r...�•,,,,, , 'i". �=�.,,.� ..,.......-. ,".-.•...,w-,,,�::,.r-.>:-• } ��^ Fence -" �--,r--, s-, Wooded J -- 176140 .� Uj X 53.4 w a N -51�7 ....... - -' ,_ (� cr x 52.4 � o,n 50.5 S1.4 --... x 51.5 tr•',,.,�ww�o C N43 39 29 W ^ 106 � / 53.7 X53.3 x53.3 �. l 0,3� x �" t'v Ix o t n CO X w a o x :. ' 51.4 r x 50.9 x 50.7 '\ O co rn <o Tax Lot 1000-95-02-1.1 � Land Now or Formerly of Krupski � kZ� o J Vj O / O LEGEND DESCRIPTION SYMBOL MONUMENT O i LATH IRON PIN O „, " ::_,;: `;�• I L INLET m architects a PULL 80X Ig ` °�j=-�„' .°', `� � 1 538 Broad Hollow Road,4th Floor East UTILITY POLE/GUY POLE f;y ` ` ;. Melville, NY 11747 631.756.8000•www.h2m.com TWO POST SIGN -�-zs-- ��- -�„r � y � � � engineers CD MANHOLE EVERGREEN TREE (D o EVERGREEN SHRUB ?�'� FIELD CREW: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE: i -41 DECIDUOUS TREE NJW/BLC/BIB JSG JS KCEG-2101 5/12/2021 1"=50 FEET TREE LINE VEGE 0 N CURBTATION LINE �"--�`-��-�------�-�-`�-�----� TOPOGRAPHIC AND � - y BOUNDARY SURVEY FOR of Fw Q ` KEY CAPTURE ENERGY, LLC o FENCE x x '�� 100 -- - - � �� •>'., 'iir +y CUTCHOGUE SUFFOLK COUNTY -, :•T{ .� SPOT ELEVATION too.ox rF=: O TOWN OF SOUTHOLD NEW YORK o � r-- o ASPHALT PAVEMENT ' , �. � j1 „tint)-€!C`:' rR:... r1 Ci2 AUD1T:Cr1 TO TI-!IS g S r_R I ^3 OR A D 9 N "4E 50 0 25 50 CONCRETE PAVEMENT � � roRK s l As�:.Du{:Are.r�LA<,t,�e<;Pl�s o�-rais C A N v � A4.4P is}?BE,aR Nt;THE ANO S JEYOR'SERED SEAL OR SURVEY O F DIRT/GRAVEL PAVEMENT v MAD OR TRUE CnY.^..ER'1=?cATara INDICATED HEREON w a "DOSSED SEA CND'I. NOT B COr1Slt) RED TO BE A SUAI! RUN TO7 ' FE1BE r;'R ,,,,,N,:E THE DESCRIBED PROPERTY (IN FEET) i � l�, R , ;A ,c ticY AND • =ra.)IN� c� COE;,PAN'. v0'F. :`tt>9E`.T`I_ IA r r• v DENSE WOODS � � SURVEY IS rAREDr><ND^,'N a_;I,�r,-e7;: mL� LU 1 inch= 50 ft. OVERGROWN GRASS/SHRUBS � THE :ENDING ARE tiUT JOHN SCHNURR,P.L.S. fRaNSFE+?AB�C: TO laDUt':t,!J.;i IhSTIT:if:ONS OR z sssEr);.,E T a r:aER"' SCTM:DISTRICT 1000,SECTION 83,BLOCK 03,LOT 6.1 7 \ .: LEGEND SITE DEMOLITION NOTES: \\` , , � \ ::,. �F � ,,,,., - - i, • \F DESCRIPTION SYMBOL 1. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS TO THE ENGINEER IN { i'' architects WRITING IMMEDIATELY. s,' \ �. REMOVE AND DISPOSE ` \ �\ EXISTING TREE 2. UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS WAS OBTAINED FOR DESIGN PURPOSES � • ONLY.PROVIDE FOR CONSTRUCTION MARKOUT AND LOCATE EXISTING UNDERGROUND UTILITIES. NO \':� � e n g I n ee rs TREE LINE TO BE REMOVED \�. EXCAVATION CAN COMMENCE UNTIL UTILITY DOCUMENTATION HAS BEEN COMPLETED. � `� " ' 'I , VEGETATION TO BE REMOVED : 3. AFTER MARKOUT AND PRIOR TO DISTURBING THE SITE,UNCOVER ALL SUBSURFACE UTILITIES AND I, ' ' REMOVE AND DISPOSE w•,.~• •<,:<::•;r.'�.':.•••.. . \ ' ' °` STRUCTURES WITHIN LIMITS OF DISTURBANCE TO CONFIRM THEIR LOCATION AND DEPTH. EXISTING ASPHALT :`--.,., �~ PAVEMENT AND BASE !?,. .`,Y�`--ti--, 4. NO COMPENSATION WILL BE MADE FOR ANY INCONVENIENCE CAUSED BY ENCOUNTERING UTILITIES AND 538 Broad Hollow Road,4th Floor East LIMIT OF CLEARING — — — — STRUCTURES WHICH ARE NOT SHOWN, OR ARE INACCURATELY SHOWN ON THE PLANS. Melville, NY 11747 631.756.8000 •www.h2m.com 5. REPAIR ANY DAMAGE TO EXISTING UTILITIES RESULTING FROM CONTRACTOR OPERATIONS IMMEDIATELY AT NO COST TO OWNER. CONSULTANTS: 6. REPAIR ANY DAMAGE TO EXISTING SITE FEATURES SCHEDULED TO REMAIN RESULTING FROM CONTRACTOR OPERATIONS AT NO COST TO OWNER. 7. LOCATE ALL COMPONENTS OF ANY EXISTING IRRIGATION SYSTEMS PRIOR TO CONSTRUCTION AND PROTECT THROUGHOUT THE DURATION OF THE CONTRACT. REPAIR ALL DAMAGED COMPONENTS AT NO ADDITIONAL COST TO THE OWNER. 8. PROVIDE TEMPORARY FENCING TO PROTECT WORK AREAS. MARK DATE DESCRIPTION 9. INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN PRIOR TO ANY GROUND DISTURBANCE. 10. DELINEATE THE LIMITS OF CLEARING AND REVIEW WITH THE OWNER PRIOR TO COMMENCING WORK. 11. NOTIFY OWNER AND ENGINEER IMMEDIATELY IN WRITING WHEN UNKNOWN STRUCTURES OR SUSPECTED HAZARDOUS OR CONTAMINATED MATERIALS ARE ENCOUNTERED PRIOR TO REMOVAL OR DISTURBANCE. r' 12. TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES,AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL FINAL ACCEPTANCE BY THE OWNER. 13, BACKFILL ALL VOIDS RESULTING FROM THE REMOVAL OF EXISTING SITE FEATURES. BACKFILL TO BE SOIL, FREE OF ORGANIC MATERIAL,DEBRIS,TRASH, CLAY AND STONES LARGER THAN 4 INCHES. 1t: I 1:• ,�� {\ `� Y<' 'E$yf> Tax Lot 1000-83-3-4.7 a' ;, :. Land Now or Formerly of North Fork Recy clin 9 Inc. I, . t,w:; . "I.... M� ...._ e M.....7 „.w..x....,_ _ .. ....:..... ...... .<J. .. ., .. ,,. ,.,,....a....:,:. .... ,. ,.,,.L ..,,,,. <....1._... [ 641�:46 t :a. �: : . m .. ,E,{. ^E• .,, ,{ .a. -d. .. .. t' , -., + ,{. .• .3.. ���� e� ' _S4,7 13 05 ,. ,, . a E' :�,'c E?�+, `l,?+ ,{. 4, ,i, .i. ... g, a. ;� {. �-, ;i.:x. I t .t. „ + d + + .{. 4, + -F` , '+ + + -n , •4. .{. .{ -a .} �- ,'`' '{, .a. .,. + ,r .{ .{. .{ .{, ..{, .a. .a, a- .'.`,:? is a, w . $• M r .• f `{ ,g, •{• ,I, •{ .� .t. ,x. ,a + �, '- m• .<.. h •t• •(^ ,{ ^i• •, ., .{, r�' ;.., \\\,���\Azr ``°\� �. « ,,,� ^'j' '{ + •x. .}- I. + i`M ,f .{. i- � .<- i + `E• .{, ,I ,,.f �° °,r,.,�a„�" t�_ {.. + a € { { .,. + �, + .t. ,z. z:` ^s �F ,,,.e, ?„ ,gig`,` \ i ' a. Y ( _ + + , d •r. , + + + i + •>z t .< •4• ,, a. + w r . Fag ' \\ °, '' A- \ ` 'e r, ,{. i ». ^e ;.� { #- ;. <. :. :. + ..I' ,E. �a ; a\ rf.,... :,,,.»x. : \,. -E' {. � , ,{ .{ ,a, i� � + ,{ ��' :'3 F:' �re�I: {. F \� {. a , ,:; n.. _� - .. �jf'•. `,� ,,„ 'f,;,`\�"',�,:,`, i.: n'�i♦ >- w•a�-r + '�• •{- { t > - •':,:.,'1< r.1.- .,` 'ALTERATION OF THIS DOCUMENT E%CEPT BV A LICENSED PROFESSIONAL IS ILLEGAL" ,� e� t`� " '�.' `{. fi ESIG DRAWN BY: CHECKED BY REVIEWED BY: f >. z ..,... . ,,...- ,..._, .,,<................... ............. . ,.,.R,,.... :.. K ...,..- ,-. - .....,___i... ...........>,_,,,,.,,.>,.. �,-4,t r...., ..... ... ,T „ff ,SFr e i .`,.�,. .,.,r ',. ..... , r D NED BY' w i`' RJ R , ;t. RJR JMT \ ..z, .. ., :., ,. ,v , ,. ..,,,,.. ,,x,„, ,.-.. 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ALL CONTRACTS _ <' 1761.40 � 1 r ....... ......., .— ..3 ...,..° . 1t3 , ..... .. ........ ., .,..,,,..a...................................„...,,.......................,.....,,..............n..... ... , , LIMIT OF CLEARING .. ,_ — F,. : _ �° k <,..f .,.. ,. . .... .... ... ., 4 :: ' �'. I - �. N430 39' 29"W Q ed' p it ......, x f .E A , , .. t\ x ;::j x - o \ REMOVE AND DISPOSE TREES h STATUS (TYPOF35) 00 REGULATORY REVIEW w "ax Lot 1000-95-02-1.1 LandNow or Formerly of Krupski � � C14 SHEET TITLE 8 r- M oI N yy q y`�P♦ �.•'•� .,,, ` ; GRAPHIC SCALE c SITE DEMOLITION PLAN " ",, - s_. 0� 60 0 30 60 �L CE��E� 2M ,... �^ DRAWING No. r , \, ..\ N� Y \ ' ' ` (IN FEET) g , ' Southol own --• \f,++\,w.cJi p�:fb> rri:,,z'Vy€.>a-t�_cc>m ,,,,- 1 inch= 60 ft. N Planning Board W ■ U �N \ @�� t TE DATA SITE PLAN NOTES: PROPOSEDCONDITION LEGEND SCTM: 1000 083-03 006 ,.: : : ZONE: LI-LIGHT INDUSTRIAL 1, INSPECT THE SITE PRIOR TO SUBMISSION OF BIDS AND MAKE NO ADDITIONAL CLAIMS REGARDING DESCRIPTION SYMBOL \��.' ` SITE CONDITIONS THEREAFTER. `� architects INTENDED USE OF PROPERTY:BATTERY ENERGY STORAGE FACILITY , VISUAL&SOUND BARRIER � '' \\\ \\ }' SITE AREA: 1,177,923 SF OR 27.04 ACRES 2. NOTIFY THE OWNER AND H2M(TELEPHONE 631-756 8000)AT LEAST 48 HOURS PRIOR TO THE :: \.:... �" \ ; . . COMMENCEMENT OF THE WORK.THE SAME NOTICE SHALL BE REQUIRED WHEN RESUMING WORK RCA PAVEMENT ` _: " BULK REQUIREMENTS AFTER ANY STOPPAGE OR DELAY. '�\ ,,I ; ' ITEM REQUIRED BE�S LO D WITH PROVIDED WITH 1 en ineers \� \ \ g PO LOT 3. COMPLETE ALL SURVEY AND STAKEOUT AS REQUIRED TO PROPERLY COMPLETE THE WORK. FII MINIMUM LOT SIZE 40,000 SF 1,067,051 SF 110,872 SF CRUSHED STONE PAVEMENT(ROADWAY �` ` � . . , �� ` I MINIMUM LOT WIDTH 100 FT 532.9 FT 320.8 FT 4. PERFORM DAILY CLEANUP OPERATIONS INCLUDING REMOVAL OF DEBRIS AND EXCESS "''`"'' , `'' ':, I a\\ MINIMUM LOT DEPTH 150 FT 1,761.4 FT 342.9 FT CONSTRUCTION MATERIAL,AND DRIVEWAY/STREET CLEANING TO THE SATISFACTION OF THE MINIMUM FRONT YARD 100 FT 1,138.0 FT 151.2 FT OWNER. MINIMUM SIDE YARD(SINGLE) 20 FT 0.0 FT-HARD BUS CONNECTION 0.0 FT-HARD BUS CONNECTION CRUSHED STONE GROUND COVER . . . .'. . . .'.'.'.'. .'.'.'.' . 538 Broad Hollow Road,4th Floor East 69.1 FT-SOUND BARRIER 10.0 FT-EQUIPMENT ENCLOSURE 5. DURING ALL NON-WORKING HOURS, STORE ALL EQUIPMENT AND MATERIALS WITHIN AN AREA Melville, NY 11747 MINIMUM SIDE YARD(AGGREGATE) 40 FT 84.6 FT 260.8 FT DESIGNATED BY THE OWNER AT THE PROJECT SITE. BATTERY ENERGY STORAGE 631.756.8 ill ww11747 com MINIMUM REAR YARD 70 FT 93.9 FT 171.8 FT-EQUIPMENT ENCLOSURE SYSTEM(BESS)CONTAINER UNIT LANDSCAPED AREA 25% 70.1% 29.7% 6, ALL CURB DIMENSIONS SHOWN REFER TO THE FACE OF CURB. MAXIMUM LOT COVERAGE 30% 4.3% 0.5% MAXIMUM BUILDING HEIGHT 35 FT/2 STORIES 55.7 FT-LIGHTNING MASTS 55.7 FT-LIGHTNING MASTS CHAIN LINK FENCE x x 7. ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE FEDERAL,STATE AND LOCAL CODE CONSULTANTS: 8.6 FT-BESS CONTAINERS REQUIREMENTS. EASEMENT FENCE/SETBACK LINE - - BUILDING SUMMARY: - 8. COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER TO MINIMIZE INTERRUPTION TO THE NEW CONTAINERIZED BESS UNITS(272 UNITS x 168 SF EACH) 45,696 SF OWNER'S OPERATIONS. NEW PCS UNITS(34 UNITS x 160 SF EACH) 5,440 SF NEW SUBSTATION CONTROL BUILDING 392 SF 9. RESTORE SURROUNDING AREAS DAMAGED OR DISTURBED DURING CONSTRUCTION. RESTORE TO NEW POI STATION EQUIPMENT BUILDING 1,000 SF NEW CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. TOTAL BESS&PCS CONTAINER&BUILDING LOT COVERAGE 52,528 SF 10. RESTORE ALL DISTURBED GRASS AREAS AND ALL AREAS NOT SPECIFICALLY IDENTIFIED FOR OTHER PARKING CALCULATIONS IMPROVEMENTS WITH 4 INCHES OF TOPSOIL AND SEED, MARK DATE DESCRIPTION THERE IS NO PARKING REQUIREMENT FOR THIS USE CATEGORY. 11. REMOVE ALL ASPHALT FROM EXISTING CASTINGS, 12. SEAL ALL JOINTS BETWEEN NEW ASPHALT AND EXISTING ASPHALT WITH HOT ASPHALT CEMENT. TABLE OF MODIFICATIONS CODE SECTION RELIEF SOUGHT §280-63 REQUIRED MAXIMUM BUILDING HEIGHT OF 35 FEET PROPOSED LIGHTNING MAST ASSOCIATED WITH PROJECT SUBSTATIONS WILL BE 55.7 FEET IN HEIGHT §280-63 REQUIRED MINIMUM SIDE YARD SETBACK OF 20 FEET PROPOSED HARD BUS CONNECTION BETWEEN SUBSTATIONS WILL BE 0.0 FEET FROM SIDE LOT LINE , I i _ ', i=` ,� :. €v Lr;'l^E..`t':'{'?f',. ,,:t%,d1 `'=Cry :>'C';"C't''a,?.,. �„, ':+. .. r "3. _ , .. .---- .....,........ .., �r.... ....,,...-., I- t } V: ..�,,,�.....-. ..w...... .,, o. -., r ,_ .- :r... . ........ .< i .... ,. .._ p 1 .} a. .g. .r , .r +, C . 47 13 05 E i •#' Y _.. 4 x . .1 w W . 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'a ION LEGEND m..: .:...--, �, ::.., -_- '� ~ \ \ \:\ "'.. _�_ __.„:� \ <�'.. �\ DESCRIPTION SYMBOL - ~ " T f:r r, .. . m.,, ,,, __..,,.„,._f " \ \ _ architects UTILITY POLE/GUY POLE s,/ // :` - �` ' �,� " } t �S f &s* fir$6✓5 0 { f'4 `\ �\ .. 4 `. \ ` \ ` r/ \ r x ........ .. \ OVERHEAD ELECTRIC LINE "« '\ � c, \ \\ \ " I � ■ old :ax \:` \N\ \\ \\\ (i \ � i L engineers dyry ,.. 11 i <, ,h� \ \`\, \ � :\ \ ,\ �\ a , �•;, \ 538 Broad Hollow Road,4th Floor East / '- \\\\ \_,„,•,,.. "~ \ Melville, NY 11747 `\ \\ rr' ^ \�„ ,,51,N\ '` " 631.756.8000 ■www.h2m.com �;�, , �"`-- " f t '- " ¢/ ", 11 `r \y` - ,\\ \\\,.i44 \ 1 ``',` \ \\ \" \. CONSULTANTS: F BESS ~ " ' SITE Z \ f . 01,/' \\\\\\`\ \`\�.., \\ : 1 \ \ ''s . `\ 0�,, 1`OWN MIS CHING �) ,, " 510 / " `1 1+ V MARK DATE DESCRIPTION OPERATIONS'SI E / \\ ;" r f'>' r j +:, / \\ \,J'+ f/ F,+ 11, ', _ f( ,her....,, ff" \\ {} \\ 1 + . :fir \ �. \`, .,, \\\ !fie\:�, ) \\ >rr,' +� `} \\1��,I / N\ ,/ Ai 1 -, \,�\\\ /�,` 1�\ I , Location Map SCALE:1"=1,000' N :,,,,,,ri \ , \\ ," a ,.,,:. ,.,,\, ,t :.\>. €:. \ ' ; "ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL" DESIGNED BY. 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CS 1 1 0000 6 ` am W \ GRADING AND DRAINAGE NOTES: LEGEND ; , s architects t 61t \ 1. FOR NEW CONSTRUCTION THAT MEETS EXISTING CONDITIONS,ABUTTING SURFACES SHALL BE FLUSH AND DESCRIPTION SYMBOL ALIGNED -:aarro. SPOT EL EVATION N ,., +121 50 � A. 2. THE CONTRACTOR SHALL CONFIRM INVERT ELEVATIONS OF ALL ROOF DRAINS AND SANITARY HOUSE TOP AND BOTTOM CURB � :, • TC140.00 CONNECTIONS PRIOR TO COMMENCING SITE DRAINAGE AND SANITARY CONSTRUCTION. ELEVATION engineers BC139.50 "' ` MAJOR CONTOUR \ \3. ADJUST ALL EXISTING CASTINGS AND VALVE COVERS TO MEET PROPOSED GRADE. 240 c \ a: ;. MINOR CONTOUR 241 4. CONSTRUCTION DEBRIS AND EXCESS SOIL SHALL BE REMOVED AND LEGALLY ..\DISPOSED OFF SITE. a \ \ 5. UNSUITABLE SOILS ENCOUNTERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF BORING TEST HOLE LOCATION ;; e • t`:,.:..., �; :'s, THE OWNER,, _"\ '` 0 ER AND ENGINEER IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. — — — — — — — — — 538 Broad Hollow Road 4th Floor East BOUNDARY Melville, 11747 .. „'r,„_ .abab.. ...... .>a•+�r��„+,. . ...,..,._. ,,_....-.. ....,::::a �..,', _ TR . ,..,_., :.. \ >- � =_,,,, • _ t_ . .A REA G'''r 6. SEE SHEET C110 FOR DRAINAGE CALCULATIONS AND STRUCTURE SCHEDULE. SOUND BARRIER .;; 631.756.8000 •www.h2m.com tB,'AREA B TRIB , I "♦ � PIPE MATERIAL SPECIFICATIONS: CATCH BASIN , a , b ` 1 CONSULTANTS: { , "- '" • : 1. • CATCH BASIN/INLET TO DRY WELL CONNECTIONS: 15 0 SMOOTH INTERIOR HDPE , >:...< .....:......... '= g' '� YARD INLET a. , t .. • 5„O w" AR D' <:.....: � �^ARE 'J' �= TRI -= r . " �, DRY WELL TO DRY WELL CONNECTION: 1 SMOOTH INTERIOR HDPE i .' DRYWELL RfB�2EA'E` 1'' cx' li,AREA' ' + 1 w k,_�rra ..:.:....:. .....:.:..:. r i~ .._.. 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STORM DRAINAGE CALCULATIONS DRAINAGE SYSTEM NOTE: DRAINAGE STRUCTURE SCHEDULE NOTE:ALL DRYWELLS 12'-0" DIAMETER \ e hite c s STRUGT. TOP OF RING BOTTOM OF RING \ �` L� � IN ADDITION TO SATISFYING THE STORMWATER MANAGEMENT REQUIREMENTS OF STRUCTURE TYPE RIM ELEVATION EFF.DEPTH INVERT ELEVATIONS '�. arc DESIGN CRITERIA THE TOWN OF SOUTHOLD, INDIVIDUAL DRAINAGE SYSTEMS HAVE BEEN DESIGNED NUMBER ELEVATION ELEVATION DA1 DW W/SLAB & OPEN GRATE 52.30 50.30 35.30 15.00 SW 48.10 PROVIDE STORAGE FOR RUNOFF FROM A 2" STORM IN ACCORDANCE WITH THE UNIFIED STORMWATER SIZING CRITERIA INDICATED IN + USE: 12' D1A. DRYWELLS, VOLUME = 100.88 CF/VF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL.AS SUCH, DA2 DW W/SLAB & SOLID COVER 53.00 50,80 35.80 15.00 NE 48.90 THE CAPACITY OF INDIVIDUAL DRAINAGE SYSTEMS EXCEED TOWN OF SOUTHOLD k engineers �. RUNOFF COEFFICIENTS DESIGN CRITERIA. DB1 DW W/SLAB & OPEN GRATE 1 51.75 49.75 32.75 1 17.00 1 SW 47.85 D62 DW W/SLAB & SOLID COVER 1 52.50 50.50 33.50 1 TOO NE 47.65 k PAVEMENT (C=1.0) LL ��. ROOF (C=1.0) DC1 DW W/SLAB & OPEN GRATE 57.50 55.50 39.50 16.00 NIA LANDSCAPED (C=0.3) DD1 DW W/SLAB & OPEN GRATE 51.25 49.25 33.25 16.00 W 47.35 538 Broad Hollow Road,4th Floor East DRAINAGE SYSTEM "A" DRAINAGE SYSTEM "G" DD2 DW W/SLAB & SOLID COVER 51.55 49.55 33.55 16.00 E, NW 47AO Melville, NY 11747 Driveway and surrounding areas at site entrance. Drivewayto project substation and surrounding areas. DD3 DW W/SLAB & OPEN GRATE 51.85 49.85 33.85 16.00 N, SE 4T55 631.756.8000 -www.h2m.com VOLUME REQUIRED VOLUME REQUIRED DD4 DW WISLAB & OPEN GRATE 52.30 50.30 34.30 16.00 SW 48.05 SURFACE AREA C STORM VOLUME SURFACE AREA C STORM VOLUME DE1 YARD INLET 51.75 ------ ------ ------ SE 4&50 CONSULTANTS: PAVEMENT 9,992 SF x 1.0 x 2/12= 1,666 CF PAVEMENT 10,778 SF x 1.0 x 2/12 = 1,797 CF DE2 YARD INLET 51.25 ------- ------- -------- NW, SE 47.50 LANDSCAPED 4,518 SF x 0.3 x 2/12= 226 CF LANDSCAPED 8,496 SF x 0.3 x 2/12= 425 CF DE3 YARD INLET 51.05 ---- -- NE 47,50 TOTAL VOLUME REQUIRED= 1,892 CF TOTAL VOLUME REQUIRED= 2,222 CF NW, SE 46.50 VERTICAL FEET REQUIRED 1,892 / 100.88= 18.75 VF VERTICAL FEET REQUIRED 2,222 / 100.88 = 22.03 VF DE4 YARD INLET 54.75 ------ ------ ---- SW 51.50 DE5 YARD INLET 50.85 ----- ---- -- NW, SE 45.40 VOLUME PROVIDED VOLUME PROVIDED DE6 YARD INLET 50.85 -------- ---- ---- NW, E 44.30 USE: 2 DRYWELLS (12 DW) @ 15' EFFECTIVE DEPTH USE: 2 DRYWELLS (12'DIA.) @ 1T EFFECTIVE DEPTH DE7 YARD INLET 54.00 ---- ---- - SE 47.75 VOLUME PROVIDED( 2 x 100.88 x 17' } = 3,429 CF (> 2,222 CF REQ'D ) DE8 YARD INLET 51.65 ------- ------ ------- SE 46.40 VOLUME PROVIDEDI 2 x- 100.88-__x__ 15� 3 026 CF _(> 1 892 CF__REQD_}_ DE9 DW W/DOME & SOLID COVER 55.60 50.10 32.10 18.00 SW, SE 48.20 MARK DATE DESCRIPTION DRAINAGE SYSTEM "B" DRAINAGE SYSTEM "H" DE10 DW W/DOME & SOLID COVER 55,00 49,50 31.50 18.00 NW, SW 47.60 Dip in entry driveway and surrounding areas Eastern half of project substation and building. DE11 DW W/DOME & SOLID COVER 55.25 49,75 31.75 18.00 NE, SE, SW 47.85 VOLUME REQUIRED VOLUME REQUIRED DE12 DW W/DOME & SOLID COVER 54.80 49.30 31.30 18.00 NW, NE, SW 47.40 DE13 DW W/DOME & SOLID COVER 54.90 49,40 31.40 18.00 NE, SE, SW 47.50 SURFACE AREA C STORM VOLUME SURFACE AREA C STORM VOLUME DE14 DW W/DOME & SOLID COVER 54.55 49,05 31.05 18.00 NW, SW, SE 47.15 DE15 DW W/DOME & SOLID COVER 54.40 4&90 30.90 1&00 NE, SW, SE 47.00 PAVEMENT 9,717 SF x 1.0 x 2/12 = 1,620 CF PAVEMENT 1Q661 SF x 1.0 x 2/12= 1,777 CF DE16 DW W/DOME & SOLID COVER 54.15 48.65 30.65 18.00 NW, NE, SW 46,75 LANDSCAPED 12,194 SF x 03 x 2/12 = 610 CF ROOF 396 SF x 1.0 x 2/12 = 66 CF DE17 DW W/DOME & SOLID COVER 54.00 48.50 30.50 18.00 NW, NE, SE, SW 46.60 TOTAL VOLUME REQUIRED= 2,230 CF LANDSCAPED 4,273 SF x 0.3 x 2/12= 214 CF DE18 DW W/DOME & SOLID COVER 53.50 48.00 30.00 18.00 NW, NE, SW 46,10 VERTICAL FEET REQUIRED 2,230 / 100.88 = 22.11 VF TOTAL VOLUME REQUIRED= 2,057 CF DE19 DW W/DOME & SOLID COVER 53.50 48.00 30.00 18.00 NE, SW, SE 46.10 VERTICAL FEET REQUIRED 2,057 I 100.88= 2039 VF DE20 DW W/DOME & SOLID COVER 52.95 47A5 29.45 18.00 NW, NE, SE, SW 45,55 VOLUME PROVIDED DE21 DW W/DOME & SOLID COVER 52.25 46.75 28.75 18.00 NW, SW 44.85 USE: 2 DRYWELLS (12'DIA.) @ 1T EFFECTIVE DEPTH VOLUME PROVIDED DE22 DW W/DOME & SOLID COVER 53.05 47.55 29.55 18.00 NE, SE, SW 45.65 VOLUME PROVIDED ( 2 x 100.88 x 17' ) = 3,429 CF (> 2,230 CF REQ'D) USE: 2 DRYWELLS (12'DIA.) @ 16' EFFECTIVE DEPTH DE23 DW W/DOME & SOLID COVER 52.40 46.90 28.90 18.00 NW, NE, SE, SW 44.00 VOLUME PROVIDED( 2 x 100.88 x 16' ) = 3,228 CF (> 2,057 CF REQ'D) DE24 DW W/DOME & SOLID COVER 51.70 4620 28.20 18.00 NW, NE, SW 44.30 DRAINAGE SYSTEM "C" End of driveway near BESSgates DRAINAGE SYSTEM "I" Southern portion of POI substation. DE25 DW W/DOME & SOLID COVER 52.60 47.10 29.10 18.00 NE, SE, SW 4520 DE26 DW W/DOME & SOLID COVER 51.95 46.45 28.45 18.00 NW, NE, SE, SW 44.55 VOLUME REQUIRED VOLUME REQUIRED DE27 DW W/DOME & SOLID COVER 51.00 45.50 27.50 18.00 NW, NE, SW 43.60 DE28 DW W/DOME & SOLID COVER 52.10 46.60 28.60 18.00 NE, SE, SW 44.70 SURFACE AREA C STORM VOLUME SURFACE AREA C STORM VOLUME DE29 DW W/DOME & SOLID COVER 51.35 45.85 27.85 18.00 NW, NE, SE, SW 43.95 PAVEMENT 5,247 SF x 1.0 x 2/12 = 875 CF PAVEMENT 10,508 SF x 1.0 x 2/12= 1,752 CF DE30 DW WIDOME & SOLID COVER 50.70 45.20 2T20 18.00 NW, NE, SW 43.30 LANDSCAPED 2,853 SF x 0.3 x 2/12 = 143 CF LANDSCAPED 3,236 SF x 0.3 x 2/12= 162 CF DE31 DW VV/DOME & SOLID COVER 51.75 4625 28.25 18.00 NE, NW, SE, SW 44.35 TOTAL VOLUME REQUIRED= 1,018 CF TOTAL VOLUME REQUIRED= 1,914 CF DE32 DW W/DOME & SOLID COVER 51.00 45,50 27.50 18.00 NW, NE, SE, SW 43.60 VERTICAL FEET REQUIRED 1,018 / 100.88= 10.09 VF VERTICAL FEET REQUIRED 1,914 / 100.88= 18.97 VF DE33 DW W/DOME & SOLID COVER 50.65 45A5 27.15 18.00 NW, NE, SW 43.25 DE34 DW W/DOME & SOLID COVER 51.20 45.70 27.70 18.00 NE, SW, SE 4185 VOLUME PROVIDED VOLUME PROVIDED DE35 DW W/DOME & SOLID COVER 50.85 45.35 27.35 18.00 W, NW, NE, SE 4145 USE: 1 DRYWELL (12' DIA.) @ 16' EFFECTIVE DEPTH USE: 2 DRYWELLS (12' DIA.) @ 15' EFFECTIVE DEPTH DE36 DW W/DOME & SOLID COVER 50.55 45.05 27.05 18.00 NW, NE 43.15 VOLUME PROVIDED( 1 x 100.88 x 16' } = 1,614 CF (> 1,018 CF REQ'D) VOLUME PROVIDED( 2 x 100.88 x 15' ) = 3,026 CF (> 1,914 CF REQ'D) DE37 DW W/DOME & SOLID COVER 51.00 45.50 27.50 18.00 W, NE, E 43.60 DRAINAGE SYSTEM "D" DRAINAGE SYSTEM "J" DF1 DW W/SLAB & OPEN GRATE 1 51.75 49.75 33.75 16.00 N/A Western portion of driveway to POl substation. Western half of substations and surrounding areas. VOLUME REQUIRED VOLUME REQUIRED DG1 DW W/SLAB & OPEN GRATE 1 53.00 51.00 1 34.00 17.00 1 W 49.10 a DG2 DW W/SLAB & SOLID COVER 1 53.25 51.25 1 34.25 1 17.00 1 E 48,90 SURFACE AREA C STORM VOLUME SURFACE AREA C STORM VOLUME `': DH1 DW WISLAB & OPEN GRATE 1 51.75 49.75 1 33.75 1 16.00 SE 47.85 PAVEMENT 13,072 SF x 1.0 x 2/12= 2,179 CF PAVEMENT 10,106 SF x 1.0 x 2112 = 1,685 CF DH2 DW W/SLAB & OPEN GRATE 50.95 1 48.95 1 32.95 16.00 1 NW 47.00 LANDSCAPED 38,993 SF x 0.3 x 2/12 = 1,950 CF ROOF 600 SF x 1,0 x 2/12 = 100 CF < TOTAL VOLUME REQUIRED= 4,129 CF LANDSCAPED 2,397 SF x 0.3 x 2/12 = 120 CF D11 DW W/SLAB & OPEN GRATE 51.00 1 49.00 34.00 15,00 SE 47.10 VERTICAL FEET REQUIRED 4,129 / 100.88 = 40.93 VF TOTAL VOLUME REQUIRED= 1,905 CF DI2 DW WISLAB & OPEN GRATE 1 50.95 48.95 1 33.95 1 15.00 1 NW 46.90 :, „ VERTICAL FEET REQUIRED 1,905 I 100.88 = 18.88 VF VOLUME PROVIDED DJ1 DW W/SLAB & OPEN GRATE 52.75 50.75 35.75 15.00 W 48.80 USE: 4 DRYWELLS (12'DIA.) @ 16' EFFECTIVE DEPTH VOLUME PROVIDED DJ2 DW W/SLAB & OPEN GRATE 52.00 50.00 35.00 15.00 E 48.10 "ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL" VOLUME PROVIDED( 4 x 100.88 x 16' ) = 6,456 CF (> 4,129 CF REQ'D ) USE: 2 DRYWELLS (12'DA.) @ 15' EFFECTIVE DEPTH DESIGNED BY. DRAWN BY: CHECKED BY: REVIEWED BY: VOLUME PROVIDED 2 x 100.88 x 15' ) = 3,026 CI > 1,905 CF REQ'D RJR JMT RJR ( ( ) DK1 DW W/SLAB & OPEN GRATE 5025 4825 30.25 1$.00 E 46.35 DRAINAGE SYSTEM "E" PROJECT No.: DATE. SCALE: BESS area DK2 DW W/SLAB & OPEN GRATE 50.10 48.10 30.10 18.00 W, N, NE, SE 46.15 KCEG 2101 JUNE 6, 2022 AS SHOWN DRAINAGE SYSTEM "K" Area between substations and BESS units DK3 DW W/SLAB & OPEN GRATE 50.30 48.30 30.30 1&00 NW 46.40 VOLUME REQUIRED DK4 DW W/SLAB & SOLID COVER 50.30 48.30 30.30 1&00 SW 45.95 CLIENT VOLUME REQUIRED DK5 DW W/SLAB & SOLID COVER 50.45 48.45 30.45 18.00 S 45.95 KCE IVY 26, LLC SURFACE AREA C STORM VOLUME *- DRYWELLS WILL UTILIZE DUMMY RINGS PAVEMENT 158,172 SF x 1,0 x 2/12 = 26,362 CF SURFACE AREA C STORM VOLUME ROOF 45,696 SF x 1.0 x 2/12 = 7,616 CF PAVEMENT 10,107 SF x 1.0 x 2/12= 1,685 CF LANDSCAPED 7,144 SF x 0.3 x 2/12 = 358 CF LANDSCAPED 86,000 SF x 0.3 x 2112= 4,300 CF TOTAL VOLUME REQUIRED= 34,336 CF TOTAL VOLUME REQUIRED= 5,985 CF VERTICAL FEET REQUIRED 34,336 / 100.88 = 340.36 VF VERTICAL FEET REQUIRED 5,985 / 100.88 = 59.33 VF VOLUME PROVIDED VOLUME PROVIDED USE: 29 DRYWELLS (12' DIA.) @ 18' EFFECTIVE DEPTH USE: 5 DRYWELLS (12' DIA.) @ 18' EFFECTIVE DEPTH VOLUME PROVIDED( 29 x 100.88 x 18' ) = 52,659 CF (> 34,336 CF REQ'D ) VOLUME PROVIDED( 5 x 100.88 x 18' ) = 9,079 CF (> 5,985 CF REQ'D) DRAINAGE SYSTEM "F" Dipin driveway to POI Substation KCE NY 26 VOLUME REQUIRED SURFACE AREA C STORM VOLUME PAVEMENT 3,628 SF x 1.0 x 2/12= 605 CF LANDSCAPED 8,442 SF x 0.3 x 2/12 = 423 CF TOTAL VOLUME REQUIRED= 1,028 CF VERTICAL FEET REQUIRED 1,028 / 100.88= 10.19 VF VOLUME PROVIDED USE: 1 DRYWELL (12' DIA.) @ 16' EFFECTIVE DEPTH VOLUME PROVIDED ( 1 x 100.88 x 16' } = 1,614 CF (> 1,028 CF REQ'D) P _V . ENERGY Y E 0 T m E CA tm ch N O N 00 O C O _O d 10750 Oregon Road IP N Cutchogue, NY 11935 0 N W O C O) 0 0 in CONTRACT J 3 ALL CONTRACTS L U KS N U m U STATUS 0 REGULATORY REVIEW 0 SHEET TITLE 0 Cl) N d DRAINAGE CALCULATIONS & g E STRUCTURE SCHED L U RECEIVED CL J'UN 16 2022 DRAWING No. E Southold Town 0 ` Planning Board _N 110moo U \: '��,\\\ LEGEND : ,,, EROSION CONTROL NOTES: ?. 1. architects 1. DURING THE COURSE OF CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES ARE NECESSARY TO PREVENT DESCRIPTION SYMBOL � ,\ �: \ ,. THE TRANSPORT OF SEDIMENT TO UNDISTURBED AREAS, PONDS, WATER COURSES,DRAINAGE SYSTEMS, RECHARGE .\ ,ems. 11 -I- BASINS, AND ROADS. THE MINIMUM EROSION CONTROL MEASURES REQUIRED ARE INDICATED ON THIS PLAN. IN NEW SILT FENCE SF SF , � I `\ � ■ ADDITION,THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: \ 14 NEW INLET SEDIMENT / \''` .\ engineers a. EXISTING VEGETATION SCHEDULED TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. BAG PROTECTION \ `' s�11 , \ �� b. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED TO PREVENT THE INCIDENTAL • DISCHARGE OF SEDIMENT FROM THE SITE. NEW STABILIZED CONSTRUCTION \ \ \\\ 2. SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL ENTRANCE MEASURES MUST CONFORM TO THE LATEST EDITION OF THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR LIMIT OF CLEARING - - - - 538 Broad Hollow Road,4th Floor East EROSION AND SEDIMENT CONTROL". Melville, NY 11747 631.756.8000 ■www.h2m.com 3. INSTALL PROPRIETARY EROSION AND SEDIMENT CONTROL PRODUCTS IN ACCORDANCE WITH MANUFACTURERS . INSTRUCTIONS. 4. ADJUST EROSION AND SEDIMENT CONTROL MEASURES TO ACCOMMODATE CONSTRUCTION PHASING TO MAINTAIN CONSULTANTS: EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. 5. PROTECT EXISTING DRAINAGE INLETS WITHIN THE PROJECT LIMITS AND NEW DRAINAGE INLETS INSTALLED AS PART OF THIS PROJECT FROM SEDIMENT INTRUSION. 6. PERFORM INSPECTION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES ON A WEEKLY BASIS AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, CLEANING AND REPAIR OF ALL EROSION AND SEDIMENT CONTROL MEASURES. 7. UTILIZE APPROPRIATE MEANS TO CONTROL DUST DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO APPLYING MARK DATE DESCRIPTION WATER TO BARE SOIL SURFACES. 8. MAINTAIN THE STABILIZED CONSTRUCTION ENTRANCE TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. MAINTAIN THE CONSTRUCTION ENTRANCE WEEKLY UNTIL THE SITE IS PERMANENTLY STABILIZED. 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER PERMANENT STABILIZATION, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SITE AND DRAINAGE STRUCTURES. TOTAL LAND DISTURBANCE = 11.00 ACRES STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES: 1. PURSUANT TO THE REQUIREMENTS OF SPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITY GP-0-20-001 ESTABLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED FOR THIS PROJECT. ADHERE TO AND IMPLEMENT ALL REQUIREMENTS OF THE SWPPP AND EROSION AND SEDIMENT CONTROL PLAN. 2. REVIEW THE SWPPP AND SIGN IN THE LOCATION SHOWN STATING THAT ALL WORK PERTAINING TO EROSION AND SEDIMENT CONTROL WILL BE PERFORMED WITHIN REQUIREMENTS OF THE SWPPP AND EROSION AND SEDIMENT t i ..� CONTROL PLAN. I _' i I j': "' 3. THE OWNER SHALL PROVIDE A QUALIFIED INSPECTOR WHO WILL PERFORM WEEKLY INSPECTIONS AT THE i; 1.` CONSTRUCTION SITE. THE QUALIFIED INSPECTOR SHALL MEET THE REQUIREMENTS OUTLINED IN SPDES GENERAL ,i, `\ PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITY (GP-0-20-001). IF THE INSPECTIONS FIND ANY 1'.:: . . 1. \ DEVIATIONS FROM THE SWPPP OR THE EROSION AND SEDIMENT CONTROL PLAN IT WILL BE NOTED. THE CONTRACTOR ':. a I£ .w WILL HAVE 7 DAYS TO CORRECT ANY DEVIATIONS SO THAT IT COMPLIES WITH THE REQUIREMENTS OF THE SWPPP AND €" .. ~\\\ 1. , OR EROSION AND SEDIMENT CONTROL PLAN. IN THE EVENT THAT MORE THAN 5 ACRES OF SOIL IS DISTURBED AT ANY 4 € ' ,_,.� ._ .. ,_, TIME,2 WEEKLY INSPECTIONS WILL BE PERFORMED. ": " '•.: , `w . - - -•-••_,,_, . _-__,-.___, r, _ .• .___. „ . AtE .i. ,h' .p. .i. ,}. .A, `' ,,,,,,,,,,,,,,_,,.._,,,,,_,,.:-,„ .,_,......,,"._-,. „ .. :,.�,,,,,, _.,..w,. ...,,_,...::�.,.,,..,w -1, + ,i. j, ........................ . i r' ,. ...r 4fi.46.• + + ,} ` .S47 113, 05 E a .�• I. „ - :. ,,,,,,,W,,,..,__,.. ... ,a :: 'fr a'} .t. .}. ,} _ } .€..•€• „ ,�. .p. ,}_'}' d• •L .€, .t.." .}. ,}- }. .A. .p. + -} -{- d .}. . a , ,I.. ,_. t` Vx",£i. � \„ 11 4, 1 t. '� 'i' i' i' ..' .t .�, 3, ," •F .}. 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O �t\ Z ots \�\I .. y , v w €r w : y.... ...... .... v a. 14 b• In, ® �J3 •~ C, • a w. , h �-----`--� o 06 \¢" 1\il 4' i , y' '�' y' v' 14, ,. yr.. .. . - k v' ?i .. T , 3 '� : 1•. v V w v y' v �' y` w I ��L____1 I Q I It' ::1\j z u c w v w ,{, \'' \ y y e, w \f v` `Y \o- y " \ y "` \°' �" v y y. y, y y y y, y y \� �. _ .\''' `d w : ...-,.._ � i ,,,....... _ 1 0- • • x ,. - n e i � \ w � 1�1 y w ... .I, 51 53 ... '0 \,y. q, % y' �'_n li i 6 y` y11 \r r' is ,, �� \.' 1,. , _.. ,. ,...... ....- - `i y ^� 2�� �� y .t :;. �.. N w v y s y w x y' € Lam__ J t" • Y, 4. E �'` y` \I ,,: v v' y: y x �� • o 66 t: a y F .� y' y` vF �' x y y ^ __ - ' E 10750 Oregon„ . ' Y a� O n b. �. I on Road 1 I i e T., � y. \. v` r 14,. '4,' y' ,.. . .. % v� ,, \. I-n i x x � �� \i' w� y Ln N II•I Y W.. .b' V.' ,:, i \'` ,{' e \E, .. ....... i\, ,(� \`„ f'. a i. y,. .:r ,:,.. ', N �. .{'' � �` _ - - _. _ _ - - _ --- --- - - -- _... _ - _ _... y \ ` uegNY 11935 y ,� \ � y. \ y ; Cutch g �> ;° S' y' a. y x p . y y i y y \ \ + e fj D D D ^ v y y 1�1 ' � ` I 1�1 -- p � s yr ,b, ° �: `,"' v y' W , y y y' ..,.> y' w v \ p tl•r D k - ® S ti` v, y` r,. :'f:'} ... y s. \ 52. I " I) E9 x t. k. i , / / �. v' y V 1, y y: : i w fr m a 'L .i, \ y y` \;` v' ,t' v y y v' y' r ` i ►�[) \ ® " € I / y' A' y` I..,:rr I• ,� �; y y f+ I y » v # 0 O ,i. 3 V W i v: \ ,: v ° y' v' y y y y i I. I \ s- w -'' ;� '?. :1 ti' NTRACT , C av' W v� is +i.' k\'` \ ,: V` �� ,... ..,.,._..,.... \O 1. m yr ti, \ w €: v e \v \> I x I x \ `x I q' �� _ .. ,...__. ,_,,,,_._ .....,m , . _ .. „ ,i, IL - y y , 46 L �, x,: I I a, �� O � is .....................:... „_ ALL ACT .. „ „ ,. : CONTRACTS U .. ...._... % -- 40 42.9 �"�" �`. x 11 ,,, z �� A NEW CIRCULAR INLET SEDIMENT ._. ........ + ;`a '- & x ., 0 �` 4 C500 BAG PROTECTION(TYP) :' ? 0 1 u c. • . m x x N43 39 29 W o s k LIMIT OF CLEARING,GRADING x 12 ,� sTArus W AND GROUND DISTURBANCE NEW SILT FENCE (TYP) h REGULATORY REVIEW C500 � ° 'h^ m rt v! SHEET TITLE m is 0 MI i L .11 ;>t 1' u D \ SOIL EROSION AND ,11 9 r4 0: GRAPHIC SCALE IE ' :, F:' \ `'' \�� 60 0 30 60 SEDIMENT CONTROL PLAN - . „ R ILED \„ \ DRAWING N - \,,,,, Y `'���:`�"� �� `s.� �:��� (IN FEET) � ; o I JUN 1 2022 D E ,. v„wvv.digsref.>=yr� ,;wyork.c��:.=n� 1 inch= 60 ft. out o Town Planning Board C 120m00 N 61I I LEGEND, 1. ROOTBALL SHALL CONFORM TO THE CURRENT EDITION OF THE"AMERICAN 1. ROOTBALL SHALL CONFORM TO THE CURRENT EDITION OF THE"AMERICAN \ �� ' STANDARD FOR NURSERY STOCK"(ASNS)FOR SIZE OF PLANT MATERIAL OR NURSERY STOCK"(ASNS)FOR SIZE OF PLANT MATERIAL DESCRIPTION SYMBOL o` u w w SPECIFIED. 2 S OF EXCAVATED w w w w . THE SIDES OF EXCAVATED PLANTING PITS SHALL BE SCARIFIED TO AVOID CANTING PITS SHALL BE SCARIFIED TO AVOID �\ . ,�� .;, . , :3 architects 2 THE SIDE P 3 EXISTING WOODLAND EDGE MATTING OF SOIL LAYERS , MATTING OF SO IL L LAYERS 3. EXCAVATED PLANTING PIT SOIL SHALL BE EVALUATED FOR ORGANICS,pH, EXCAVATED PLANTING PIT SOIL SHALL BE EVALUATED FOR ORGANICS,pH, ..� w w w w w TEXTURE,ETC.AND SHALL BE AMENDED TO PROVIDE NEW PLANT MATERIAL TEXTURE,ETC.AND SHALL BE AMENDED TO PROVIDE NEW PLANT MATERIAL w w w w w WITH A PROPER SOIL ENVIRONMENT. WITH A PROPER SOIL ENVIRONMENT. 4. BACKFILL SOIL SHALL CONSIST OF EXCAVATED SOIL.IF EXISTING SOIL IS 4. BACKFILL SOIL SHALL CONSIST OF EXCAVATED SOIL.IF EXISTING SOIL IS \ �" engineers UNSUITABLE,AMEND WITH NEW ORGANIC TOPSOIL USING A 1:1 RATIO AND RATIO AND �k\ \ UNSUITABLE,AMEND WITH NEW ORGANIC TOPSOIL USING A 1.1 RA �:. w w w I + MICORRHIZAL FUNGI AS PER MANUFACTURER'S MICORRHIZAL FUNGI AS PER MANUFACTURERS NEW DECIDUOUS TREE I + LOCALLY NATIVE EXCAVATE LOCALLY NATIVE INSTRUCTIONS. PLANTING PIT INSTRUCTIONS w w w \. 5. TREES WILL HAVE A SINGLE LEADER AND BE GROWN ON THEIR OWN ROOTS. WITH SHALLOW 5. TREES WILL HAVE A SINGLE LEADER AND BE GROWN ON THEIR OWN ROOTS. GRAFTED TREES OR WITH TWO OR MORE LEADERS WILL BE REJECTED. ANGLED SIDES GRAFTED TREES OR WITH TWO OR MORE LEADERS WILL BE REJECTED. \ 6. "ARBORTIE GREEN"BY DEEPROOT PARTNERS L.P.,101 MONTGOMERY STREET, 6. "ARBORTIE GREEN"BY DEEPROOT PARTNERS L.P.,101 MONTGOMERY STREET, w w � 4- SAN FRANCISCO,CA 94104,(415)781-9700,(800)458-7668;FAX(800)277-7668. SAN FRANCISCO,CA 94104,(415)781-9700,(800)458-7668;FAX(800)277-7668. w w -' WWW.DEEPROOT.COM WWW.DEEPROOT.COM NEW EVERGREEN TREE 538 Broad Hollow Road,4th Floor East Melville, NY 11747 w w w -"'Sg ' f `- X ARBOR TIE'TO BE ATTACHED TO TRUNK AND STAKE(SEE NOTE 6) 631.756.8000 •www.h2m.com w w w w . EXCAVATE ARBOR TIE'TO BE ATTACHED TO TRUNK AND Q w w w w w w w STAKE SEE NOTE 6 w w w o PLANTING STAKE(SEE CLEAR SOIL FROM ROOTBALL TO REVEAL TREE TRUNK FLARE w PIT WITH CLEAR SOIL FROM ROOTBALL TO REVEAL w w w I � X 18"-30" ° 18"-30" NEW DECIDUOUS SHRUB O+ w w w SHALLOW TREE TRUNK FLARE 2"-3"LAYER OF SHREDDED BARK MULCH(DO CONSULTANTS: 40 liew w w o a ANGLED 2"-3"LAYER OF SHREDDED BARK MULCH (DO NOT PLACE MULCH AGAINST TRUNK FLARE) w w w w w w w _ SIDES NOT PLACE MULCH AGAINST TRUNK FLARE) ° NEW EVERGREEN SHRUB 4" BUILT-UP EARTH SAUCER w w w w w w w w w 4"BUILT-UP EARTH SAUCER N 2 CEDAR STAKES. DRIVE AT ANGLE w w w ( +' w w w w w BACKFILL SOIL(SEE NOTE 4) - _ AND DRAW VERTICAL w w w w i I=1 I - �1=1 I�I � _ NEW SEEDING w w w -III- W w W I - I - _III_I I I III-':'><;• :.. ;:,':':`�;,. - II I w w w - - _ I I I=1•/ - - 6 WIDE V I I I - CUT EDGING - - GING T P- - _I (_III_ 0 SEPARATE -III-III- - - - 1 I- w w + II III i - II I I-III-�"•�•`�:::'.>_.'':' - - - - I _ I_III_III=1 w w w w I I III-III- ,''•�'�.�'..','..�.'•.' •=III=III=11 - - - - - - - _ _ = TREE BED FROM LAWN AREAS(TYP.). DEPTH OF PLANTING Z_ ( ) •_I=III=III=III=11 G PIT TO BE FROM III_I11=III=III= •s'.';;; :• , =III=III=III- w w w + f III=I I I=111=111=1 1=1I I=111=111=111= BASE OF TREE TRUNK FLARE TO -I=111=11=111= 111=_-I 1=L=1 DEPTH OF PLANTING PIT TO BE w w w �-}- w w w w III=il l l=III=III= =III=III=III=III I M -1111 111=III=III _III=III= I=11- MARK DATE DESCRIPTION OI-IJ 1=1 I1=1 1=1 I1=1I 1=1 I it I BOTTOM OF ROOTBALL -1 I II I II I II II II II 1=1 11=1 11=1 I- 1- FROM BASE OF TREE TRUNK FLARE PLANTING NOTES w w w I I-III-III I -III-Ili-III-I I- = - - - TO BOTTOM OF ROOTBALL �' 1-1 I-I I - - - - -1I- -I 1=1 1=1 _-_-_- - - - - w 58 `� ''- I I=I-I I-I-I III I- I=1 -I I-11I I- -III 11=1�'- I-I I- I-I I I- =1 I I-1 11=1 I'-- `' �- - II=III =I UNDISTURBED =1- -j1 r I I(UNDISTURBED_III FIRM SOIL BASE BELOW ROOTBALL TAMP SOIL I- - SUBGRADE I= I- BACKFILL SOIL(NOTE 4) 1. ALL SUPPLIED AND INSTALLED PLANT MATERIAL SHALL BE NURSERY GROWN STOCK IN ACCORDANCE WITH THE LATEST w w w w w w w w TAMP SOIL - 1= =1 I-I I=1 11=1 I w w w w w w w AROUND =I I. SUBGRADE•, I-III II-I "' AROUND BASE =1 I„11111 it-1 l_-1 l„Ilia_„III_-III .. EDITION OF THE"AMERICAN STANDARD FOR NURSERY STOCK"(ANSI Z60.1). PLANT MATERIAL SHALL BE OF THE APPROVED =11=111=111-I I=11II I REMOVE ALL ROPE AND REMOVE ALL ROPE AND SPECIES AND GROWN UNDER THE SAME CLIMATIC CONDITIONS AS THE SUBJECT SITE. THEY SHALL BE OF SYMMETRICAL i Ell ---- BALL SPREAD GROWTH, FREE OF INSECTS, PESTS,AND DISEASE. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE LANDSCAPE BASE OF NON-BIODEGRADABLE MATERIAL. REMOVE OF ROOTBALL CENTERED IN PIT w w W •'`" w w w ' ROOTBALL BALL SPREAD w w w w w w w w CENTERED IN PIT AS MUCH BURLAP AS POSSIBLE WITHOUT NON BIODEGRADABLE MATERIAL. DISTURBING PLACEMENT OR DAMAGING MIN.2-1/2 TIMES ROOTBALL WIDTH,CENTERED IN PIT REMOVE AS MUCH BURLAP AS ARCHITECT. w w w I w w w w MIN.2-1/2 TIMES ROOTBALL WIDTH,CENTERED IN PIT POSSIBLE WITHOUT DISTURBING ROOTBALL w w w + w w w w I PLACEMENT OR DAMAGING ROOTBALL 2. CONFIRM THE LOCATION OF EXISTING SUBSURFACE UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES AND w w w w COORDINATE WITH THE GRADING AND DRAINAGE PLAN OR UTILITY PLAN FOR THE LOCATION OF PROPOSED SUBSURFACE w w w w w w w w w w w UTILITY LINES AND STRUCTURES PRIOR TO ANY EXCAVATION. NOTIFY THE LANDSCAPE ARCHITECT IF ANY CONFLICTS I w w w w Deciduous Tree Planting with Stakes 2 Evergreen Tree Planting with Stakes FIRM SOIL BASE BELOWROOTBALL EXIST. ' t NTS 329343.00 H2M X2 NTS + ( ) _ (329343.00 H2M X3) w w w I 3. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS IF w w w w 1. ROOTBALL SHALL CONFORM TO THE CURRENT EDITION OF THE w w w + W w w w 57 "AMERICAN STANDARD FOR NURSERY STOCK"(ASNS)FOR SIZE OF SUB-GRADE SOIL CONDITIONS ARE DELETERIOUS TO PLANT GROWTH OR WILL INHIBIT DRAINAGE. w w + + PLANT MATERIAL SPECIFIED. w w w w w w w 2. THE SIDES OF EXCAVATED PLANTING PITS SHALL BE SCARIFIED TO 4. IF ANY DISCREPANCY EXISTS BETWEEN THE PLANT COUNT SHOWN IN THE PLANT MATERIAL LIST AND THE PLANTING PLAN, w w w I + w w w w AVOID MATTING OF SOIL LAYERS. THE PLAN SHALL TAKE PRECEDENCE. w w w I + w w w w 3. EXCAVATED PLANTING PIT SOIL SHALL BE EVALUATED FOR w w w w w ORGANICS,pH,TEXTURE,ETC.AND SHALL BE AMENDED TO w w w .h PROVIDE NEW PLANT MATERIAL WITH A PROPER SOIL 5. UNLESS OTHERWISE APPROVED IN WRITING, INSTALL VEGETATION DURING THE FOLLOWING PERIODS: w w w w a. DECIDUOUS WOODY PLANTS:SEPTEMBER 15 TO MAY 15 WHENEVER TEMPERATURE IS ABOVE 40 DEGREES F. w w w ( ,. ENVIRONMENT. w w w w .;, w w w � 4. BACKFILL SOIL SHALL CONSIST OF EXCAVATED SOIL.IF EXISTING ♦ w u SOIL IS UNSUITABLE,AMEND WITH NEW ORGANIC TOPSOIL USING b. EVERGREENS:AUGUST 15 TO SEPTEMBER 15 OR DURING APRIL AND MAY BEFORE THE START OF NEW GROWTH. w w w w w w L w w w w EXCAVATE PLANTING A 1:1 RATIO AND LOCALLY NATIVE MICORRHIZAL FUNGI AS PER c. SEEDING:APRIL 1 TO MAY 15 AND SEPTEMBER 1 TO OCTOBER 15. w w wE-7= PIT WITH SHALLOW MANUFACTURER'S INSTRUCTIONS. w w w w w w w w ANGLED SIDES w w w + CLEAR SOIL FROM ROOTBALL TO w w w w ( 6. PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THEY BORE TO THE EXISTING GRADE IN THE w w REVEAL TREE TRUNK FLARE NURSERY. w w w w w w w w 2"-3"LAYER OF SHREDDED BARK MULCH(DO w w w w w w w 56 NOT PLACE MULCH AGAINST TRUNK FLARE) (1)VO 7. THE TRUNK DIAMETER OF DECIDUOUS TREES SHALL BE MEASURED IN ACCORDANCE WITH THE LATEST EDITION OF THE v w w w w w w w I BACKFILL SOIL(SEE NOTE 4) (1)VOA (1)AR "AMERICAN STANDARD FOR NURSERY STOCK"(ANSI Z60.1)FOR THE CALIPER SIZE AS SHOWN IN THE PLANT MATERIAL LIST. •� w w w w w w w I �, w w w w (1)RPA w w w w w w w w 6"WIDE V'CUT EDGING TO SEPARATE (1)QP (1)CL 8. ALL DECIDUOUS TREES SHALL BE BRANCHED NOT LOWER THAN SEVEN (7)FEET WITH AN AVERAGE HEIGHT AND SPREAD w w w + TREE BED FROM LAWN AREAS(TYP.). (1)CL FOR THE PARTICULAR SIZE AND SPECIES SPECIFIED, IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN w w w w w w w + J (1)CA (1)RPA STANDARD FOR NURSERY STOCK. w w w w w w w w + 1 -III III= �'... M 9. DO NOT LOCATE TREE TRUNKS WITHIN THREE(3)FEET OF ANY PARKING LOT OR STREET CURBS. w w w w w w w w 11=1 11='�;.':..:•";,� _l 11=1 I O w 41 w w w w w = =I= `.' .'''..:. ::.• = I-11= DEPTH OF PLANTING PIT TO BE FROM ' �` '+ w w w w w i (1)VOA 10. INSTALL A 2%3"LAYER OF SHREDDED BARK MULCH IN ALL TREE PLANTING AREAS AND SHRUB BEDS. DO NOT PLACE 111=III=1 I- =1 I 1=1 I-1 1= BASE OF SHRUB STEM FLARE TO ..w w w =III=III-III=_ ':: �:�';'•' '�_=III=1_=III- MULCH I1= =I1= = =1I= 1= = = BOTTOM OF ROOTBALL (1)TH CH DIRECTLY AGAINST TRUNKS OF TREES. FORM AN EARTH SAUCER AROUND EACH PLANT OR SHRUB BED SO AS TO I w w w III-I 1= =11=I- •.. � I 1=1 =1 I= =l I- (1)VOA + w w w w ' "'-III-III-III-I ' ` III-III=III=III=III-I I' (1)VOA DE SUFFICIENT IRRIGATION FOR ALL PLANT MATERIALS TO MAINTAIN HEALTHY AND `3 w w w _ _ - ,. _ _ HOLD WATER AND MULCH PROVIDE w w I I III=1 I=11 (1)RPA VIGOROUS CONDITION UNTIL THE PROJECT IS ACCEPTED BY THE OWNER. , + ` -_ w w w w i- (1)RPA % w w w 55 (III- 11=1I I_„I I I_,II I I_„I I 1 l I1=11 III-III-__ (1)TH �p � '• _f 1 TAMP SOIL-III II-I III-III =111=1I-_III 11. REMOVE TREE STAKES AND OTHER PLANTING GUIDE MATERIALS,IF SPECIFIED,AFTER ONE YEAR FROM THE TIME OF = UNDISTURBED = REMOVE ALL ROPE AND w w w _I I III- -III-III-I 1 =III-I I I AROUND I =1 SUBGRADE 1=111=III I II= "' (2)CAS (1)CL 'I- w w w w NON-BIODEGRADABLE MATERIAL. BASE OF III-I 1=1 I=III=I 1=1 I-III-I' PLANTING. w w w w w W _ I -III=III„11I I, ,III_-III REMOVE AS MUCH BURLAP AS (1)RPA + �55 w w �� __ w --• -� _ ROOTBALL BALL SPREAD POSSIBLE WITHOUT DISTURBING "ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL" CENTERED IN PIT PLACEMENT OR DAMAGING ROOTBALL 12. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING FOLLOWING ACCEPTANCE BY DESIGNED BY DRAWN BY: CHECKED BY: REVIEWED BY: THE OWNER. UPON COMPLETION OF THE ONE YEAR PLANT GUARANTEE PERIOD, REPLACE ALL PLANT MATERIAL DEEMED RJR w w w I MIN.2-1/2 TIMES ROOTBALL WIDTH,CENTERED IN PIT DEAD, DYING OR DISEASED AS DETERMINED BY THE LANDSCAPE ARCHITECT. REPLACE PLANT WITH THE SAME SPECIES PROJECT No., DATE. SCALE w w w w w w ` ' w w w w FIRM SOIL BASE BELOW ROOTBALL AND SIZE IMMEDIATELY DURING THE CURRENT GROWING SEASON OR AT THE BEGINNING OF THE NEXT GROWING SEASON. KCEG 2101 JUNE 6, 2022 AS SHOWN w w w + I w w w w w w w } w w w w CLIENT SCALE-'NTSU u Planting 13. UPON COMPLETION OF PLANTING OPERATION CULTIVATE AND NEATLY RAKE ALL PLANTING AREAS. KCE NY 26 LLC w w w w w w + + NEW VISUAL ! 3 g 4 T ical Planting Pattern Block w w w SOUND BARRIER WALL (329333.00 H2M X1) SCALE:1"=20'-0" 14. RESTORE ALL DISTURBED GRASS AREAS AND ALL AREAS NOT SPECIFICALLY IDENTIFIED FOR OTHER IMPROVEMENTS WITH w w w + (TYP.) w w w w O w - -- ------------�- - _-�- -- - - -- - 4 INCHES OF TOPSOIL AND SEED.PROVIDE SUFFICIENT MULCH AND IRRIGATION TO ESTABLISH AND MAINTAIN A HEALTHY STAND OF GRASS UNTIL PROJECT IS ACCEPTED BY THE OWNER. w w w w PLANT MATERIAL LIST w w w + w w w j w w w 54 w w w w w w w w w KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS w w w w w w w w w w w w w DECIDUOUS TREES w w w w w w w w All trees to be specimen quality, have a single w w w ( + w w w w Ace rubrum Red Maple 2 1/2" - 3" B&B stem and a straight leader, well branched and _ AR 14 p w w w *+� limbed up 6'-7 unless otherwise noted. w w w w j QP 14 Quercus palustris Pin Oak 411 w w w w w EVERGREEN TREES ,#.. �r-...:�: ' w w w KCE NY 26 All evergreen trees to be specimen quality, full w w w w w CL 42 x Cu ressoc aris le landii Leyland Cypress 6'- 7' Ht. B&B :,•;:: ;. . P Y Y Yp and dense, branched to the ground. �_.____�...._.`..�' .!���=:::< .:;:::;�-= :,=:=w-��•�I w w w I i TH 29 Taxus x media 'Hicksii' Hicks Anglo-Japanese Yew 6'- 7' Ht. B&B _ w w w w w SHRUBS t.. ...._.. ':.� • F • w w w + L ' f� f 7 ` q��`N fP�gM"✓aMMMi ` w w w IV NI, CA 14 Cornus amomum Silky Dogwood 5 gal. Pot Shrubs to be full and dense with the minimum w w w ♦ number of canes for size requested in BE58 LDT r �j� w w w w sA <.:wwNN w w w IO w w w w 53 CAS 28 Clethra alnifolia Summersweet 5 gal. Pot accordance with the latest edition of the fi Z • w w w + w w RPA 84 Rhododendron periclymenoides Pink Azalea 5 gal. Pot American Standard for Nursery Stock. Spacing of w w w shrubs shall be as shown on the plan or as .... �:: w w w w J VO 14 Viburnum obovatum Walter's Viburnum 5 al. Pot " w w w 9 noted. ' } w w w w w VOA 56 w w w w w w w Viburnum opulus americanum American Cranberrybush 5 gal. Pot w w w ( Key Plan w w w w w SEEDING SEED MIX SEEDING RATE w w w w w w w PROPORTION BY WEIGHT w w w '�" SUN & PARTIAL Poa pratensis Kentucky Bluegrass (Min of 3 cultivars) 50% . .... ...... w w w w w w w w w w w SHADE MIX Festuca rubra variety Chewings Red Fescue 30% eti:` `. w w w + w w w w w Lolium perenne Perennial Rygrass 10% Seed at 5 Ibs per 1,000 SF r K �r C � R E w w W w w Agrostis alba Redtop 10% ENERGY w w w w w ww w I �. _.. _... ....... ........ _ _. ._ _ _.--- ------- _ _ - - ____ ._ -------. ....... _... ....... _.._ ..... --.... w w w 52 - + w w w w _. _._ .-.-._ - ..._.. .._... ,.._ _ _ -. ._.... .._ 1 w w w w w v w w w L xw w w + + w w w w w w w w w w w w w w 52 Q . NEW VISUAL ANC w L I o w w w w x w w w SOUND BARRIER WALL w w y�, w w w w O m /O w w j N w w `\ w w A _®X�_ X X-X X w r. N x w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ww w w w w w w w w w w w w w w M Nw w w _ ` 52 .,. w w w w w w w w w w w w u" w w w w w w w w Ij/ w .w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ccli w w w x x w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w M CD w w w w 10750 Oregon Road LID E w w w w w ': g utc g 35 ue x x m I + + + + + + + w w N + + + o V w w w 11, 41 w W ` w + + + + ♦ + + + ♦ w w w I + + O+ 4�! + H- + + + } .. �• t. w w .y � .. �" wT w, w w w w w w w w w w w � CONTRACT 0 w w w J" w w w w w w w w w w w w w w w w w w w w w w w w w w w w���Y w w ���✓ �����-.:. ���w w w w w w w W w w w w v\� w w +L� w w w w w w w w w w w w ,,.,,��_,,,,,•••ram-,-��� .�� �, _ -1ol CO w w w w w w w w w w w w w w w w w w w w W w w w w w w w w w w w w w w w w w w �." w w w w w w w w w w w w w ,1, W �yc ®"�Cl'-� r1.��. G�.�y`'• __�L�� w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w .Y w w w w w w w w w w /v w w w w w w J/ w w w w w w w w w ALL CONTRACTS o I w w w •�1 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w W w w v w w w w w w w w w w w w w w w �v \\`. ,-w w w ���''��_-df�� w w w w w w W w w d �/ 1 _��� v-svvvry � - .._.�._-' ._�._.......�--...._' w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w •, w w w w w w w w w w w w I �/ w w w w w w w W w w w w 14, w w w w w w w w w w w w ✓ w w w w w w w w w w w w w V r� Q '• w w w w w w w w w` w w w w w w w w CO N -0 4 STATUS PLANTING BLOCK65'x15' REGULATORY REVIEW o (TYP) m SHEET TITLE 0 PlantingPlan M L N : E a) KGRAPHIC SCALE �� I��� LANDSCAPE SITE PLAN 41% 20 0 10 20 Q \ �\ \: k ,.� �. .' JUN 1 0 2022 DRAWING No. E Planning Board ?c ��� �� ,��� dr�� :...:, ,., .. . (IN FEET) Southold own NLS 1 00w00 t� �i> .c.': Apa`.: ��.. :. 1 inch= 20 ft. DOUBLE SWING GATE(SEE PLAN) 10'MAX. 10'MAX. BARBED WIRE 3 STRANDS OF CORNER OR INTERMEDIATE(PULL)POST BARBED WIRE SUPPORT ARM BARBED WIRE INSTALLATION TYPICAL FOR BOTH SUPPORT ARM GATE FRAME LINE POST(TYP.) TOP RAIL FABRIC ( ) -, (TYP. 4 SIDES) \\ END POST GATE POST WELD ALL JOINTS �_\ architects TO MAKE SOLID \ FRAME �\ I .T CONCRETE PAD FOR CONCRETE PAD FOR \ \'\ \s\' \ BRACE RAIL BRACE RAIL TYP. 3/8 D A TRUSS 3 STRANDS OF � (TYP) BARBED WIRE 3 engineers ROD 4 TOP COURSE OF COMPACTED RCA 4'TOP COURSE OF COMPACTED/' CRUSHED STONE BESS/PCS UNIT BESS/PCS UNIT TENSION 11"BASE COURSE OF COMPACTED RCA 11" BASE COURSE OF COMPACTED/ CRUSHED STONE Q LU 3/8"DIA.TRUSS WIRE BANDS `\ CROWN FOOTING 1" ROD FINISHED STRETCHER BAR +� ifl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � �\• <\���\ �:\ co VARIES(SEE PLAN) ABOVE GRADE(TYP) N GRADE CENTER UPRIGHT STRETCHER BAR N - - - - - - (TYP. SIDE ) 538 Broad Hollow R Floor East 4 Road,4th F _ a � . III-III ;III=III_I III-III-III-III-1 (T S FABRIC a 8 dMelville, NY 11747 (GATE LEAF 8' 8 l Lf. 11. I�. M AND WIDER) „ „ \ \ \ \ \ \/i�/i�/i� i�/i�/i�/i�/i�/i�/i�/i� /i�/i�/i�/i� i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i� a " 6 x12 DEEP //,//,// // /, / 631.756.8000 •www.h2m.com TURNBUCKLE KNUCKLED TURNBUCKLE 18"0 CONCRETE ' "' 11` SELVAGE �k (� �� k� FOOTING(TYP) CONCRETE GATE STOP COMPACTED SUBGRADE COMPACTED SUBGRADE ��\� \ /�\ d "' k1 •11 41 •11 I1 kl �1 NOTES: IJ ~Lf: Lf. Lf Y. 1. FABRIC:ASTM A392,2"MESH,9 GAUGE STEEL CHAIN LINK FENCE FABRIC.HOT CONSULTANTS: DIPPED GALVANIZED AFTER WEAVING TO 1.2 OZ/SF. 12"0 CONCRETE TERMINAL SECTION LINE SECTION PULL OR CORNER SECTION 2. FRAME:ASTM F900,1.9"O.D.(2.28 LBS./FT.)STEEL PIPE.HOT DIPPED %"CRUSHED STONE 6"COMPACTED FOOTING(TYP) GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123(SEE TABLE FOR NOTE: NOTE: SUBGRADE NOTES: SIZE AND WEIGHT). COMPACT SUBGRADE TO 92%MAXIMUM DENSITY IN o 3. GATE POST:ASTM F1043,SS40 STEEL PIPE.HOT DIPPED GALVANIZED TO 1.8 ACCORDANCE WITH ASTM D1557. COMPACT SUBGRADE TO 92%MAXIMUM DENSITY IN 1. FABRIC:ASTM A392, 2" MESH,9 GAUGE STEEL CHAIN LINK FENCE FABRIC. HOT DIPPED GALVANIZED AFTER WEAVING TO 1.2 OZ/SF. OZ/SF IN ACCORDANCE WITH ASTM A123(SEE TABLE FOR SIZE AND WEIGHT). GATE LEAF GATE POST MINIMUM ACCORDANCE WITH ASTM D1557. 2. TOP AND BRACE RAILS:ASTM F10431.66"O.D. (1.84 LBS./FT.)SS40 STEEL PIPE. HOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123. 4. HINGES:ASTM F900,NON-LIFT-OFF TYPE. WIDTH OUTSIDE DIAMETER WEIGHT 3. LINE POSTS:ASTM F1043 2.375"O.D. (3.12 LBS./FT.)SS40 STEEL PIPE.HOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM Al23. 5. LATCH:ASTM F900 FORKED TYPE GRAVITY DROP WITH PROVISION FOR (INCHES) (LB/FT) PADLOCK. 4. END,CORNER&PULL POSTS:ASTM F1043 2.875"O.D.(4.64 LBS./FT.)SS40 STEEL PIPE. HOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM Al23. 6. FITTINGS AND ACCESSORIES:ASTM F 626,MALLEABLE OR PRESSED STEEL, 1 V TO 18' 4.000 6.56 5. FITTINGS AND ACCESSORIES:ASTM F626 MALLEABLE OR PRESSED STEEL. HOT DIPPED GALVANIZED TO 1.2 OZ/SF. HOT DIPPED GALVANIZED TO 1.2 OZ/SF. MARK DATE DESCRIPTION 6. BOTTOM TENSION WIRE:ASTM A824 NO.7 GAUGE STEEL-MARCELLED WIRE, HOT DIPPED GALVANIZED TO 1.2 OZ/SF. 7. GATE KEEPER:ASTM F900. 8. PROVIDE GATE KEEPER FOR EACH SWING GATE. 7. STRETCHER BAR:3116"x 3/4"PRESSED STEEL,HOT DIPPED GALVANIZED TO 1.2 OZ/SF. 9. BARBED WIRE:GALVANIZED STEEL WIRE,DOUBLE STRAND 13-3/4 GAGE,0.083 8. BARBED WIRE:GALVANIZED STEEL WIRE,DOUBLE STRAND 13-3/4 GAGE,0.083 INCH TWISTED LINE WIRE WITH 4 POINT BARBS SPACES 3 INCHED ON CENTER. INCH TWISTED LINE WIRE WITH 4 POINT BARBS SPACED 3 INCHES ON CENTER. 10. CONCRETE TO ACHIVE 4000 PSI STRENGTH AT 28 DAYS. 9. CONCRETE TO ACHIEVE 4000 PSI STRENGTH AT 28 DAYS. Chain Link Fence - Galvanized Chain Link Double Swing Gate - Galvanized Barbed Wire - 7' Height 2 Barbed Wire - 7' Height 3 RCA Pavement Section 4 Crushed Stone Pavement Section 5 Crushed Stone Ground Cover SCALE:NTS (323113.13 H2MX3)-U SCALE:NTS (323113.24 H2MX2)-U SCALE:NTS SCALE:NTS NTS NOTES: HEAVY DUTY CASTING(SEE DRAINAGE STRUCTURE HEAVY DUTY CASTING(SEE DRAINAGE STRUCTURE s" 2'-0' s° ADJUST TO GRADE WITH SCHEDULE AND DETAILS FOR FURTHER INFORMATION SCHEDULE AND DETAIL FOR FURTHER INFORMATION) RIM ELEVATION 1. DRYWELL COMPONENTS BRICK AND MORTAR ) NOTES: ADJUST TO GRADE WITH RIM ELEVATION FINISHED GRADE ` �,�\\,\\\ BRICKAND MORTAR CRUSHED STONE ARE TO BE REINFORCED REINFORCED CONCRETE �'` �'/ OR PRECAST CONCRETE SAWCUT EXISTING PAVEMENT PAVEMENT SECTION PRECAST CONCRETE AND SLAB COVER OPENING TO BE THE 1. DRYWELL COMPONENTS ARE TO CHIMNEY 2'BEYOND TRENCH FOR CAPABLE OF SUPPORTING Z Q SIZE OF THE CASTING BE REINFORCED PRECAST z Q CLEAN FILL PAVEMENT RESTORATION CRUSHED STONE PROVIDE OPENINGS FOR PIPE AASHTO HS-20 HIGHWAY SUBSOIL N FINISHED GRADE CONCRETE AND CAPABLE 0 N PROVIDE KNOCKOUTS WHERE REQUIRED(TYP) PAVEMENT SUBGRADE ELEVATION GROUND COVER WHERE REQUIRED. FILL LOADING. SUPPORTING AASHTO HS-20 o.D.+2'MIN. \\\/\\/\\j\\\\\\\\j\� \\\\\\� \\\ 3'MIN. HIGHWAY LOADING. OR OPENINGS FOR PIPE (WHERE APPLICABLE) �' /' �' SOLID DOME WHERE REQUIRED. FILL ANNULAR SPACE WITH N M 2. COLLAR MATERIAL TO ` / / ` �'/ %' ALL AROUND z 3' CEMENT MORTAR CONSIST OF CLEAN SAND PROVIDE KNOCKOUTS 2. COLLAR MATERIAL TO CONSIST OPENINGS AROUND PIPE AND GRAVEL CONTAINING ° OR OPENINGS FOR OF CLEAN SAND AND GRAVEL p `� WI CEMENT MORTAR 0 0 0 0 0 0 0 o LESS THAN 15%FINE SAND, PIPE WHERE REQUIRED. CONTAINING LESS THAN 15%FINE DRAINAGE PIPE SAND OR SUBSOILS BACKFILL ABOVE SPRINGLINE SILT AND CLAY.SILT AND W FILL OPENINGS AROUND SAND, SILT AND CLAY. SILT AND ° LEACHING RING (SEE PLANS AND TO BE PLACED IN 12"LIFTS PLAN SOLID RING CLAY FRACTIONS NOT TO EXCEED SEE NOTE 4 W STRUCTURE SCHEDULE CLAY FRACTIONS NOT TO o PIPE W/CEMENT ( ) W O.D. TRANSITION SECTION OF HEAVY DUTY FRAME AND GRATE, EXCEED 5%. NATIVE ��`' Z MORTAR 5%.NATIVE MATERIAL MAYBE ,�� : o 0 0 o W o OR PIPE SIZE AND �\ CRUSHED STONE CAMPBELL PATTERN 2815-1400 MATERIAL MAY BE REUSED \\ (0 REUSED IF IT MEETS THIS \ _ MATERIAL) OR EQUAL IF IT MEETS THIS �\ _ � REQUIREMENT. /\ Q � 0 0 0 REQUIREMENT. a W00 SEE NOTE 4 COMPACTED SUBGRADE DRAINAGE PIPE �\ 3'MIN. BACKFILL PLACED ALTERNATELY RIM ELEVATION ADJUST TO GRADE WITH \\/� (SEE PLANS AND 3. EXTEND EXCAVATION TO �\ LEACHING RING ° ALL AROUND IN 6"LIFTS ON BOTH SIDES OF LEACHING RING / o CONCRETE BRICK AND MORTAR 3. EXTEND EXCAVATION TO \\ 7 � _ \\\• STRUCTURE SCHEDULE PROVIDE A DIRECT CONNECTION %\ 7 W ... PIPE UP TO SPRINGLINE PROVIDE A DIRECT '\� 0 0 0 0 �! �j . a ? \� .. LL � \ FOR PIPE SIZE AND BETWEEN BOTTOM RING AND A 6 \\ U ELEVATION I� 000 W MATERIAL MINIMUM STRATUM OF VIRGIN CONNECTION BETWEEN I� I� o o \� ) LL BOTTOM RING AND A 6' \j'% SAND AND GRAVEL.WHEN OVER W NOTE: MINIMUM STRATUM OF ; WRAP LEACHING RINGS EXCAVATION IS REQUIRED TO ; COMPACT SUBGRADE TO 92%MAXIMUM DENSITY IN < z VIRGIN SAND AND GRAVEL. LEACHING RING z `/ WITH FILTER FABRIC. SATISFY THIS CRITERIA,ALL z % g '< ";,•, "` z o LEACHING RING WRAP LEACHING RINGS NOTES: s, \x 11 ACCORDANCE WITH ASTM D1557. w o WHEN OVER EXCAVATION IS 7 o PROVIDE 6 OVERLAP BACKFILL SHALL BE CLEAN SAND o ``ram 0 0 REQUIRED TO SATISFY THIS ° 0 O / W AND GRAVEL MEETING THE w WITH FILTER FABRIC. \, W W Q N �' PROVIDE 6"OVERLAP 1. IF DEPTH OF TRENCH EXCEEDS 5',THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING \ W CRITERIA ALL BACKFILL 3-WIDE ANNULAR COLLAR SPECIFICATION. U) _ I� o o I� o a o 0 BOX IN ACCORDANCE WITH OSHA REGULATIONS.AS AN ALTERNATIVE, IF PERMITTED BY THE ENGINEER,THE :�m °> ...: „ C SHALL BE CLEAN SAND AND COLLAR SEE NOTE 2 ° 3'WIDE ANNULAR . ' W CAST IN PLACE PIPE ( ) 0 0 0 0 TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, _ �4 GRAVEL MEETING THE "` 4. UTILIZE A SOLID WALLED RING COLLAR E NOT NOTE: N z WINDOWS AS REQUIRED ,: \ AR(SE E 2) WHICHEVER IS GREATER. `, COLLAR SPECIFICATION. SEE DRAINAGE STRUCTURE SCHEDULE SEE NOTE 4 WHEN REQUIRED TO y °�a • \\\ \ . .... ., INLET I T BE ATE PIPING BELOW \� S ° <�+\\\ , ,•. c,.. ACCOMMODATE � SEE DRAINAGE STRUCTURE SCHEDULE SEE NOTE 5 FIELD I S 0 /\ 2. WITHIN 9 OF PAVEMENT SUBGRADE ELEVATION(WHERE APPLICABLE)COMPACT BACKFILL TO 92%MAXIMUM �, 3£ M„ '"`"yet`...• PRECAST CONCRETE AND " 4. MAXIMIZE DEPTH OF 3 FOOT / 4 FT.MIN.ABOVE GROUNDWATER THE DOME. \\ : ' % DENSITY IN ACCORDANCE WITH ASTM D1557.ALL OTHER BACKFILL MATERIAL TO BE COMPACTED TO 90% CAPABLE OF SUPPORTING s° r-o° s" ANNULAR COLLAR BELOW / \\,_ \\ \\ ' �V a.. 4 FT,MIN ABOVE GROUNDWATER ' AASHTO HS20 HIGHWAY BOTTOM RING WHEN OVER '/i _ 5. MAXIMIZE DEPTH OF 3 FOOT \ MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557. LQADIPJG. EXCAVATION IS REQUIRED. ANNULAR COLLAR BELOW "ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL" SECTION BOTTOM RING WHEN OVER DESIGNED BY: DRAWN BY: CHECKED BY. REVIEWED BY: ` . VIRGIN SAND AND GRAVEL EXCAVATION IS REQUIRED. VIRGIN SAND AND GRAVEL RJR JMT RJR Crushed Stone Transition Section Drywell W�(33 Slab DryWell Wi thDome RRCJEKCEG 2101 CT No DATE SCALE 6, 2022 scALAS SHOWN rSCALPE !S i Trench 6 Field Inlet - Standard SCALE:NTS 66 H2MX1) SCALE:NTS 23.13 H21M71) O (312333.00 H2MX1)-U CLIENT SCALE:NTS aESCALE:NTS (334413.13 H2MX3) KCE NY 26, LLC 50'MIN. FILTER FABRIC PROPERTIES Mechanical Properties Test Method Units MARV 6'MAX.C.TO C. 36"MIN. LENGTH FENCE POSTS EXISTING Z DRIVEN MIN. 16" INTO GROUND GRADE 1"TO 4"STONE OR o Grab Tensile Strength ASTM D 4632 Ibs 365 x 200 RECYCLED CONCRETE Grab Tensile Elongation ASTM D 4632 % 24 x 10 Puncture Strength ASTM D 4833 Ibs 90 z 12'MIN. Mullen Burst Strength ASTM D 3786 psi 450 EXISTING Trapezoid Tear Strength ASTM D 4533 Ibs 115 x 75 PAVEMENT UV Resistence ASTM D 4355 % 90 0 Apparent 0 enin Size ASTM D 4751 US Std Sieve 40 _ .�:. J Z Flow Rate ASTM D 4491 al/min/ftz 145 v� ��_ `►' .i. �, y _ " PLAN o EXISTING Permittivit ASTM D 4491 Sec' 2.1 �' I �, �.�.�' .rl: �; �' �,. �; GRADE 50'MIN. 12'MIN KCE NY 26 10 EXISTING FILTER Z EXISTING INLET CASTING COMPLETELY V ��� `�' .v .� GRADE FABRIC 39 PAVEMENT ENCLOSED BY FILTER FABRIC PERSPECTIVE VIEW MOUNTABLE BERM FILTER FABRIC M NOTES CONSTRUCTION SPECIFICATIONS ELEVATION (IF REQUIRED) SECTION r FILTER FABRIC 36" MIN. FENCE POSTS 1. POSTS SHALL BE 2"X 2"HARDWOOD OR APPROVED 1. STONE OR RECYCLED CONCRETE SIZE TO BE 1"TO 4". EQUIVALENT. 2. LENGTH-NOT LESS THAN 50 FEET(UNLESS INDICATED OTHERWISE ON PLANS). NOTES 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO POSTS AT TOP AND MID SECTION. 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 1. REMOVE ACCUMULATED SEDIMENT AND DEBRIS AS 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS REQUIRED TO MAINTAIN ADEQUATE FLOW THROUGH z OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. PLAN FILTER FABRIC. N UNDISTURBED FOLDED AND SECURE AT POST.FILTER CLOTH SHALL BE 5. PLACE FILTER FABRIC OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.FILTER FABRIC TO BE TREVIRA SPUNBOND, LIFTING STRAPS 2. REMOVE INLET PROTECTION UPON PERMANENT FLOW EITHER FILTER X,MIRAFI 100X,STABILINKA T140N,OR STABILIZATION OF CONSTRUCTION SITE. �---� `� GROUND APPROVED EQUIVALENT. 1135 MIRAFI 60OX OR EQUIVALENT. �`��.�' ,.Fes/ '�"`�' 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED E �, �„ 1 R ACCUMULATED SEDIMENT REMOVED WHEN "BULGES" BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. COMPACTED SOIL DEVELOP IN THE SILT FENCE. 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF EMBED FILTER CLOTH 5. REMOVE SILT FENCE UPON PERMANENT STABILIZATION A MIN.6" IN GROUND q OF UPLAND AREAS. SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC INLET CASTING COMPLETELY MIN. RIGHTS-OF WAY MUST BE REMOVED IMMEDIATELY. ENCLOSED BY FILTER FABRIC 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN SECTION VIEW APPROVED SEDIMENT TRAPPING DEVICE. INLET CASTING 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 11 Circular Inlet Sediment Bag Protection 12 Silt Fence - Standard 13 Stabilized Construction Entrance SCALE:NTS 312553.13 H2MX2 SCALE:NTS 312513.13 NYDC1-U SCALE:NTS (312513.19 NYDC1)-U Y E O >. O] E N M N O N CI CD 10750 Oregon Road 0 Cutchogue, NY 11935 a E a 0 CJ ID N LV O N r- CONTRACT -o 0 ALL CONTRACTS m J CA 3 vi STATUS 0 REGULATORY REVIEW 0 SHEET TITLE o co N_ a Q SITE DETAILS E w LLJ RECEIVED JUN 10 2022 C DRAWING No. N Sout to Town 500w Planning BoarC U1 Zz a\\ R,\ architects engineers .< ,., 538 Broad Hollow Road,4th Floor East Melville, NY 11747 631.756.8000 •www.h2m.com cV 22'-3 L" CONSULTANTS: Max. door open size s' 1910Z' s' 11 center of gravity, MARK DATE DESCRIPTION for reference •aa 10 i� o 0 104" ® 104„ :Nit "' 7„ n 1 6_2 e„ T' �h 6'-10 ts" 7,-4 6„ T-4 6" Right View Front View s'28° grounding point Left View Back View grounding point 2'-616 74 T-4 6„ 7" 7" 7" N O 50 •e 77r center of gravity, 7" 7" \A -for reference 's AC M, Top View \... a , AI � .:>: .�. :(1_4 'ji PCS CONTAINER ELEVATIONS "ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL" DESIGNED BY. DRAWN BY CHECKED BY: REVIEWED BY. RJR JMT RJR PROJECT No: DATE: SCALE, KCEG 2101 JUNE 6, 2022 AS SHOWN CLIENT KCE NY 26, LLC 30'-7 4" F-616" F4.,t;:. r.::,,r., KCE NY 26 DC/DC DC/DC � Liquid a. ro , h.•e:,r s, DC/DC DC/DC 6mv-,y n,.,iula rtn-+r m,ru3. Naa::ry:uocul .Aw riles, ronlin8 w:urry>w,dnlr I,� :,nr B.:a:.,.m. U B:,:+,.:r.,"•rsm; t4,n:e, ,r<.,n b , . DClDC DC/DC "'""' EO' I;.•t:t,+:m,�.'I« ::.,,•:a.i,.!:. i..•..••,.:.,,...i• U:,::,iv:,..,:u 1• f:"t tr,':, „ fl�,..:•r :m 7 I,::•a,.,.,.v.,e:dr li.,: i M,:I,. B:m..:;.e,c,:'. DC/DC DC/DC :. 1-7. EEI ra,:,,." f;.•t:rry m.,a:lr f:....." :n.*:u' 7,.riv:n:.:;i,l� b,::r•,:v:.ci.T, Fir:r„rm,�;i,i 10 8„ 9116 , Front View 8 —Left Viewer Ground point Front view of removing roof 2^M1Q�e`�� N N OF e� SCRIP, 2:1 �.` ACC .,dDc ocnc and DIV0utbn .,d W,nrg mittrry BaLtery Batt.ory ember C.N,„ L'I.tttcry Nittel1 111h,ry m I� Liquid_ - c�,.,licla 1t1iri7^— �Inthtr-'— —'rtmi;rf� —TRs;h'tc-- CC) en �'� �. �� +.' Hog H59 UUUU VUUU Qj 1i U U ?p. Top-Sidi Connection Piece Top view of removing roof M 0 T E Top View Scale 2:1 CQ 06 M N O N 26'-7 8„ 0 14'-3 s" 0 L 1 10750 Oregon Road m ,. y " Cutchogue, NY 11935 N O U', r. N C CD i WIN n nrr I_r1ARI GQ nl IT Nr)I P CONTRACT 43) 16-1 M o is 716 N ,8'4z" R ALL CONTRACTS 106„ N C m Front View w STATUS Note: REGULATORY REVIEW 1 . The layout drawing is for reference. SHEET TITLE 0 LI rn .a g BESS CONTAINER & Size: x8 -6 $ x5 -8 $ (WxHxD) U RECEIVED PCS CONTAINER ELEVATIONS 0 a JUN 10 2022 a $out, o Town DRAWING No. E Planning Board 0 BESS CONTAINER ELEVATIONS C 51 OwOu"% N U II v/., r/i,"11:I , 01, // II :, :, -�*�. , ,. �-..,,"""F,,,11 0'.,N-:_",wn LEGEND v 111, "' : Q: � F ;; 1,I.1��1,,':�I,�-1_:;� II . - architects DESCRIPTION a::. SYMBOL � ; LIGHTING FI T'IJ E CHEDULE :_ _ 11 / SPAT ELEVATION + '`�` < °l %% + %' �.,A�-"II, % ",I s . COLOR MOUNTING TOP AND BOTTOM CURB TC140.00 %,,,­..`.��� ' " ;: w, ­...,I�i1...A,�-1l1­."I'll '.,; DESIGNATION SYMBOL MANUFACTURER MODEL NUMBER TYPE WATTS VOLTAGE LUMENS MOUNTING REMARKS ELEVATION BC139.50 ' , , '/, 1. e n g I n ee rS /� _ , �: TEMPERATURE HEIGHT / MAJOR CONTOUR 240 -- �I1,-„ ;";; ,, .::..:;.. !'.:; i ' ' 29'-6"POLE CAT.#:5S1B3 A250 29.5 S MINOR CONTOUR 241 y ` 1/0', SF1A 0-0 LSI INDUSTRIES MRI4R LED 48L SIL FT UNV DIM 30 70CR! LED 401 3000K UNV 48809 POLE CONTRACTOR SHALL CUSTOM ORDER POLE AT 29'-6" 30'-0"A.F,G. BLK IH SEE DETAIL 1 ON DRAWING L 102 VALVE PIT STRUCTURE �� - ( IL) 538 Broad Hollow Road,4th Floor East - MRM LED 48L SIL 5W UNV DIM 30 70CRI 29'-6"POLE CAT.#:5S1 B3 A250 29.5 S BORING/TEST HOLE LOCATION Melville, NY 11747 SF1B l---m LSI INDUSTRIES BLK LED 401 3000K UNV 47066 POLE CONTRACTOR SHALL CUSTOM ORDER POLE AT 29'-6" 30'-0"A.F.G. 631.756.8000 •www.h2m.com SEE DETAIL 1 ON DRAWING L 102 RIDGE LINE ------------ RETAINING WALL ,:'<�' CONSULTANTS: FIELD!NLETVI : CATCH BASIN @ i UTILITY MANHOLE (D (2) Q d 0 YARD INLET j BLOW-OFF PIT@_ - i ROOF LEADER OL MARK DATE DESCRIPTION I DRYWELL W/GRATE (:i) �j : i DRYWELL W/SOLID COVER (!) 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L 14? li-I U-110 26957 14? 134-0-921 itivallillble.Conult factory. harontc 25�57 to+50 Wif':4 2.11-19 carton. C Warranty Accessory Ordering Information' Rr;IU) (OptirC Political I aft', Lurninaire Shown with PCR 7P .............. 14.1 (-40 IF to-122`c� 421 and 491 lutritin . ............. ",3 2507 142 f�S-W-Gq LS� Fixtures carry zi 5-year warrClaity. .............................................................................. Optical System 2WA III& B:f1jC1,4 IQ S to.-of- he-Art 0.1 _,rio optic Powor ',.90 Listings IT........... .sit del:Vers Industry leading optical Power stays life i-Istad to UL 1598 and UL 8750, 4 f I03 U,'............ 2%7� .............. qt�skslt to provide l0kV surge protect:cn k fril r1lft zrn control with an Ili+ Merits Buy Arnp,kan Act mquiniartents. ........................................ IB34;"2. x1slf 16P LoIPGG rato"I rDA complial with 3000K olor ......... ........... .................... .... ..... ...........(f>,;r C62 41.2). pil P". 2 ...... ..... 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ILi 54-U-1 04 Xiti laill D4 UQ"A 1 PA Controls tversions of,that; rodtI,t .............. ...... 2 p-r ArJ51 C.78,317 Also k til Fit rr,,z,,y be DLC 04 1.io It57 IJ4 otociral p;timve iffrred ......... .... asfif� 12; 66,U0,64 Avariable in Phosph�>r Converted Arnber 10 1., ad spit,rail'RrI, 1151U0,04 121 1-and photocoll Guzlifisid Products List it With Peak mtomity at 610rini. .......... 9 for more detaiqS) org/oPt.to confirlin which versions are, 133 1.'13 84 1 193 04-u,-Ini virilmoin Ckl of 70. tCan .... ...... --—­­------ .................... ................ Intm FOOTNO`Msi 7 A gral Iovi?r be,, 05 pattruit'd sil;cof�tsi Optics patent NO, or I I s4 94 4 5�4 iiAw, ...... ........... cir,tions available for improved P2)app 03 backlirfirtt Conti of without sacrific Im str ee,t 11<08 rated iunfln4vo per IEC 66262 ­n,;V1 ......... ... LSI's A;rLink"wtrefles,,control systeln sido portt, iripact code trrnance. page 3 for inor, ty ciptiors reduc:(?01111r5"and maintpriance Ient;ts whil,�, quality 24/7. to l Tinge 9 for more d clillis). chare nollca .... ....... ................ .. ............... ....... ............... .... .... ............. . . ............ IInc, .................... ............................................. Mirada Medium Outdoor LED Area L gh' ' Mirada Medium Outdoor LED Area Light i t Mirada Medium Outdoor LED Area Light Mirada Medium Outdoor LED Area Light PHOTOMETRICS(CONT) PRODUCT DIMENSIONS PERFORMANCE(CONT.) PHOTOMETRICS photciletry has beer.conducted NVLAP testing lahtiratory in at.,cordance with IESNA L.M-70-08 As six,f)f.sid by MRM-LED-30L-SIL-SW-40-70CRI LUMINAIRE EPA CHART-MRM y of : f342fros! Delivered"sarrevs. IFSNA;,M 79 08 tfiiil is teteo as the source resulting in a [so FOOTCANDLE POLAR CURVE 0 LUMINAIRE UKfA............... .............................. .... ........... TNI20. 40ODK 5000K CCT 'r­n,. -r for dela led p�oto nietHc Orneri CHI lifflil BUG Delivered Wicantry BUG 4030 A! 3000K CCT W......... MRM-LED-30L-SIL-2-40-70CRI D90 1 9 2 2 1.0 29'-6"ALUMINUM + LUMNAIRE DATA ..................... ....... 2 44118 1- 64 44118 125 05,UsGI 441V 17� 06-L!"(34 ISO PCOTCANDLE POLAR CURVE SQUARE POLE sit 4'ES5 i 120 42555 120 if 4,,444 i 12C i -!!Ila IM RA.U0,135 44V 1 i I?i3 B4.1 ,S Tyl 2 01slabrusoir 4,011 70,CRI ....... 4^L 441so 2S B1-:L.,R5 44130 U0,65 ............. 43-a 125 94.iC-r4 44",^2 125 64�410 4322 Be UO G4 ..TA 4 union 4489 i 1_� ..... ............. 407TI5 122 Pis ty'?1: Tit ...................t­ ­ . ( , , , I ............. ..........-:-, .......... B.3 Palo MO Par ........ ............ '14 85,U04,34 122 E!54N-Gis in FA,VI'E *W4 ...................... itft' :k1c y 05 FC V2 FC 1 FC FC ............. ........ IsisPTA 122 49s21 112 5.U`­CA iT 25'Moonlit qg Height!25'Grid Spa 6 ng.............. C124 G3 4sf`15 124 84-IC-133 9.5 PC I FC 1115 PC 02 FC F OF 0 ................. MRM-LED-30L-SIL-FTA-40-70CRI ................ ........... .......... TV, K2.416 I or, LUMIT�Rt DATA, ISO FOOTCANDLE POE AR CURVE............... ...... ........ .......... ......... ........................... ELECTRICAL DATA(AIVIPS)" I DELIVERED LUMENS" ............. Tyne FIA tlicattaliai ............... . ..... MR M-LED-30L-SIL-3-40-70CRI 240V 347V 480V Arab"sposk 61 oarnf DATA ISO FOOICANDLE P01 AR CURVE Tell View iew...................... .......... 1 0,20 14 '1.1 C, Delivered Luorans Efficacy BUG Rating r ................ A,- 2 C.......... ............... _2'..22 1,71 : 041 0,35 ........... . ...... .......................... litS Tyi,,.0.5fl ft 4f, 029 1)28 ---------- 141 sal V CONTROLS . ...... . ..... . . ..... Zonal Writion Surinam ................................................. 4 ..... .................. f,4 "I AirLink Wireless Lighting Controller ...................... Izp�e Ft 5M)" 79 81 IP G2 SS ...... ....... a1.1i 48 1,�B 074 The AirLink integrted Controiler is Clifnrnia 1 tie 24 Compliant lighlirig controlic!r tf pfciv`d(,s roil-time light mon'tonng ............ ..................... ..... ........................ . ............................ 25'Mouriling HeIgM125'Grid Spacing and control with utility-grade power monitoring.It in(Audes a 24V Sensor input and prwer t:upply to connect a sensor into the outdoor Airi.-ink wireless ltght'n, systern.1he integrated is compatibic with'his flxtcrit. ........... t4si 4A 1 ISA �IM IIA -------- IN5 FC Vi 2 FC 0 1 FC 0.5 FC 17A-N. B I G G i...........................I......... ................ Click'he';;nk below to learn more about Airl-ink. ELECTRICAL DATA-PHOSPHOR CONVERTED AMBER(AMPS)' .4 .I, , I-11� 25'Mounding Holghl;25'Grid Spadflill 7 i 8?ill 62 '.e% ..................... ............................ ........... 1 FC V 347V 400V 11115 FC 2 FC 8�51`C Linniass i threats 120 46r. 'ki ------ ............ �ALTPRATION OF,%$DOC UJAMT EXCEPT By A LICE D PROF Enal IS Ft L Lt'�AL' t T,,A r,,, nof(i. DRAWWBY: (;HECKED BY; OAA OAA 03A 02A 653 Ip boa-C, DI-Sil BY: -.trVED BY: Integral Bluetooth-Motion and Photocell Sensor(IMSBT) �EV!F 7........... .................................... MRM-LED-30L-SIL-AM-40-70CRI rp ISO FOOTCANDLE Ell MRM-LED-30L-SIL-FT-40-70CRI LUMINAIRE DATA POLAR CURVE. czlin%low Profile.sensor provId,,s control based on motion rid�,),clay:;�jht.Sensor comtrol:,0-10 VDC:.ED drivers and RJR JMT RJR .......... .......... --—----­----- ......... israted for and wet lociitions C-30'C to 70'Q,Two unique PIR lenses ore avallable and used basod on fixture outing ISO FOOTCANDIZ POLAR CUR,VF I A I M.1 P. PROJECT NO; ATF: 62 UTIINA At DATA RECOMMENDED LUMEN MAINTENANCE'(7-18L) SCALL All control it;! via an j0S or Android App of afi(I CTVc.FT...................... KCEG 2101 NE 6, 2022 AS SHOWN aClick the:ink hviow to leirr.fill dotails atout JU 424 ...........----------- ........................................................... 19 1, RECOMMENDED LUMEN MAINTENANCE'(24-48L) ----------I 100hrl Arab ......... AirLInk Blue in KCE NY 26, LLC odescodo and enhancr a,king Iots and parking garages.Three key controllor, 'JIntit fj I M-A t, Ifor p, etaand art K)S App,CpaNe of grouping multiple fixturos nd setisom is by -3 s 'er sor ControPer I,factory Integrated into Wall Gar�lge an -)n- zone.P, io/S I 25'Mou Utiq Height/25'Grid Spacig Click the link below to learn more detaiis ab,)ut AirLink Blue, tSpacing it :% aM20 FC W10 FC 5 rc 2 FG 05 FC 9,2 FC E 1 FC .............. ............ .................. .......... .................. .................. IALUMINUM SQUARE POLES (SOFT CORNER) ALUMINUM SQUARE POLES (SOFT CORNER) ............ ...................................................... ........ ...... Mirada Medium Outdoor LED Area Light IMEN, PC'E SHAFT-Ra soft Conner pole shol is PAntricAl ft,,,, POLE ORDERING INFORMATION POLES&BRACKETS K, CID,x t tall 0.0.x 4Tj�11b2MM!, e5SOB5 A138 25 S BRZ LSI of fers.3 fu*1 lino Of and mounting accessories to complete your lighting 7scmbiy,AlurninUln and Steer in both Square I Into 4 1.11,11, HANIC"HOLE-Oil po:e,. Nrli roleis,?"x 4'IoCale 12"up frj!n KCE NY 26 and round hafts.in )dd;t;on,LSI offers round tapered,fluted and hinge b,.spJ poler,. arid enginp,�,red for durbilityand broll!of lixe P'Ite.Or St' NA,ip ,X , 14,lip, sIPole Series mourifil protected with our over, -�rip Protection rip�Protection syrt"for unmatched Ibaked DUrac System,.Also available our Dura(7 florr plate n 6'sq%�rfi lloIcorrosion rosi5lince and n warrnty. III Ohlo!acilltry Witt)industry lead�ng lead tjmoi�. frorn L510;T1 of ip!atfll�Hand oke ii; ruvidt-11, fol GFI IP2,S0111solls 4SO93 Al l hout polf,s&brarkets, 0011-on Mount or d is ol 5SU83-�'Rodu ed A?5f,-250 Air Click tile link bolow to moro details a, bout Gri ht for of Ixi K 1 F sl adird 4SOPIS-5'Ydarin Ot SlIqu LAG- An-,ASE- i!i cas it lrotn 3A alloy is tr,a 6SODS-falls P111`1111 CLR T6 ditics are with bastir, BKAUMS CLR .......................................... ................. olcovers be elparattliy.A -SUN ANCHDR BOLTS-SO of four anchor bors courforin to ASTM Fl.5t�4 Gmdc 55.Each Folt 1i ............BOLTS AS PER providel,?wjh Mo hox nilts and two flit 80s "L"bend m om.ea�d and ........................................................ MANUFACTURERS a of 12"ori threaded Bald Internal si'p-Iftleal "and 11018"rigrits fitife�C'1,01e Cap$-USe VIA VKA 41 1 DI'M`1 1z'[305rraat�$to Itl Itil GROUND LUG-Ground Juirt is IRKA ASP l-ft 111til'I'll"ll CLII OF INSTRUCTIONS 4SUI I"(457MM)Woolard GROUND FAURT CIRCUIT INTERRUPTER-Gfoil faLM interniptair kP if,Eptionall. Hot tTaperv.] Square Roind WrU,GFi It ir te ts; p ri p6o Is of pole ard for ;r`frar.of is 18t above FNT40TES CROWN TOP SURFACE Pole Pole Pole ba deofk,.rtItIon.Mi nl, 04". rLSi 4 sindarl Kiad ho� 1- Aw I, arl XA:,r,+,,1,�`,1 Aw. niI Ri kl,TO SHED WATER 101-,1:01 2 Nuticoars FINISHES- V.1 yina fifiritediiwrality.DETERMINING THE LUM'NAIRE!POLE COMB'�NATION FOR'eYOUR APPLICATION: 3/4"CHAM FER brarket If De!;W ie EPA vahr froi :!Ili:: EPA.chM FINISHED GRADE Select,ItAPH to drj s,4,d!it ift area(See iindFned nap) pot,t EPA e, P R to or frofn Itrit-I r/7 Y for,I,,r!;I otnot rw,iiun virlight shorin EPA INFORMATION DOLT CIRCLE DRILLING LOCATIONS in cha,,t ................. ...... ... ... R side"C', factoty(of rpec joij 91.1ir M�Cnm Stott ease fialt 12,3:4*a2ftri,Sqtm last Polle a P1, dar rl.�j:1A?,EIA Height EP 3teria(Me or7OMPH Isalifelf Dimensions; imlil.............. .............. IG E ei ........... .. ........ .......... �arrn or a �p cat;-W in tr,os 14 4 37 !V f279,1MI oft OCR Circle 121,2'1318�iailllia BoUC DO 15 4'o 42 ........... CONDUIT AS REQUIRED 3 Side'A'(Hrand-hele Sidii tz, n 4' 1A for ........... ............. A ................................... iI? x",i * i 1 t A itl 1, did irl ..................... lC'4 ............................. ...... .... ........... ........... ...........* .1.1 4+ .......... ............. .......... ........... x ....... T",�,i 1 ill:WIA I 1�1 4,12, ................ s.... .......... SFIA, SFIB ........... .............. ..................... LIGHT POLE RA CN Itin C� ARRA taIcli 112" IEllCLR. ............ ........................... if ............... ---------- .... ....... ........ ...................... ............................. .......................................................... ........ ............ tv 10750 Oregon Road #3 TIE @ 12"O.0 Cutchogue, N CO __j i clo 'ca 4000 PSI CONCRETE CASTFROM SONOTUBE FORM CONTRACT NOTE. ALL CONTRACTS INSTALL ANCHOR BOLTS AS PER MANUFACTURERS INSTRUCTIONS STA rus 18"0 REGULATORY REVIEW SHEET TITLE Light Pole Base Detail SCALE:NTS ELECTRICAL LIGHTING DETAILS RECEIVED JUN 10 20 DRAWING No. Id—Town �>oijthol Planning Board L 10100 Lu