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BP-68187SOLAR FLEXRACK IS DESIGNED TO CONFORM WITH THE 9500666-002IN (2) PLCS PER SQUARING CHANNEL 114-20 x 314" T-BOLT VERTICAL RAIL TO Z PURLIN RAIL CONNECTION 410 HT STAINLESS STEEL BRITE HARD PASSIVATE FLEXGUARD XP FOLLOWING CODES AND STANDARDS, WHERE SPECIFICALLY jMEMBERSEESHEETSFORDETAILS TYPE A135KSIYIELD INI180KSITENSILE MIN '- APPLICABLE TO PV SOLAR MOUNTING STRUCTURES. a 00 1) MASSACHUSETTS STATE BUILDING CODE - 8th EDITION �9500667-002 IN (2) PLCS PER SQUARING CHANNEL o ' 2) NEC 2011 MEMBER SEE SHEET 5 FOR DETAILS 3) AISC 13TH EDITION VERTICAL RAIL 4) AWS D1.1IDIAM STRUCTURAL WELDING CODE -STEEL 1.253" OD x .283" ID x 0.05" 5) NORTH AMERICAN SPECIFICATION FOR THE DESIGN THK 18.E SS WASHER m �o OF COLD -FORMED STEEL STRUCTURAL MEMBERS. z PURLIN HORIZONTAL RAIL ror L > THE SOLAR FLEXRACK CAN BE MODIFIED TO MEET SPECIFIC R CUSTOMER REQUESTS CONSISTENT WITH APPLICABLE CODE 4Fcc REQUIREMENTS.MODIFICATION REQUESTS MUST BE SUBMITTED EXTERNAL STAR LOCK WASHER 18.6 SS AND 114.20 NYLOCK NUT DETAIL#3 ° x In IN WRITING AND MUTUALLY AGREED TO PRIOR TO PRINT APPROVAL. TILT BRACKET TOP MEMBER +� m SEE SHEET 3 FOR DETAILS NOTE: RACK TO TILT BRACKET CONNECTION (1) 112"43 x 1.112" o POST DESIGN PROVIDED BY NORTHERN STATES METALS CO, FLANGEHEAD BOLT, (1) SERRATED FLANGE HEAD NUT, (1) ASTM Z DETAIL #1 F436.11 HARDENED WASHER AND (1) A36 STL G90 GALVANIZED TORQUE 114"-20 TRILOBULAR BOLT FOR PANEL CLAMPS TO 6 FT-LBS aCACE-R= DETAIL#2 PLATE WASHER TO BE INSTALLED AS SHOWN ABOVE a q i NOTE: SQUARING CHANNEL TO HORIZONTAL CONNECTION — CONNECTING SOLAR FLEXRACK TO TILT BRACKET 12 PLCS PER UNIT - 1I4"-20 "T" BOLTS ARE PRE -TORQUED TO 4-6 FT/LBS SEE SHEET 5 FOR DETAILS NOTE: HORIZONTAL RAIL TO VERTICAL RAIL CONNECTION DETAIL TORQUE TO 75 FT LBS. SEE SHEET 2 FOR DETAILS 3 96 [633 o U Z ¢ Z w ° m SQUARING CHANNEL (2 PLCS) a 1" DEEP X 0.50" LEGS X 0.078" MIN WALL o �I ASTM A653 GRADE 55 � � ' G90 GALVANIZED COATING (1) 318"x1" BOLT PRE -INSTALLED 1.5"W x 3.0"H x .045" WALL VERTICAL MEMBER q 6005-T5 ALUMINUM EXTRUSION N 14 PER UNIT q : .. / % cc 5"H x 2.5" FLANGE x 0 074" MIN WALL' "Z" PURLIN A653 HSLAS-F GRADE 60 c0 h MIN Fy=60 KSI 1 MIN TENSILE- 70 KSI o n HORIZONTAL MEMBER 1`1 Do G90 GALVANIZED COATING ^ E E 3 PER UNIT pooh k a 143.528 (3645.621 - i 9 TILT BRACKET PROJECTED TOP VIEW 4 PER UNIT SCALE: ,e"s -0.. (REQ. 4 POSTS PER UNIT) 2� 77.98E [1960.83]— (1) 112"-13 x 1.112" FLANGEHEAD BOLT, SEE SHEET 3 (1) SERRATED FLANGE HEAD NUT, AND FOR DETAILS -` (2) ASTM F436.11 WIDE HARDENED ti°• WASHERS CONNECTING TILT BRACKET TO C POST 16 PLCS PER UNIT TORQUE TO 75 FT LBS. 106.000 (zs9a.a0) --— SEE SHEET 4 FOR DETAILS I L 52.500 (I 333.50] ....s..s C POST LEGS TO L t @ .rW. POINT E POST HEIGHT _ C FROM GRADE � ( 24.000 609.60] ICI LEFT SIDE VIEW FRONT VIEW` I z SCALE: SIDE POSTS TO BE COLD FORMED C CHANNEL SCALE:�' C 6.31" DEEP x 5.25" LEGS x 0.150" WALL y Oo II n "R z ASTM A653 GRADE 55ks1 MIN YIELD �0 c ,I� o G90 GALVANIZED COATING' SEE SHEET 8 FOR DETAILS CIVIL NO.45131 144.000 (3657.6DjS 3- a 2.0 N EMBEDMENT ! ` DEPTH = w M m rot m 7 / q �1 OC h. L�IL 1dZ N a w0 c C C Soar panel installation contractors shall center the panels between upper and lower clamps to ensure that the clam catch widths on the L->. A = o x pp p p 0, `� = p solar panel frames are equal all around" LI `0 z Q a �N i 15°/30° Nco tn SEE SHEET 1 FOR 0.050 [1.27] MIN 01.016 [025.79] �` INSTALLATION DETAIL " Y + 0.845±.020 [21.47±0.51] ( Z CEO om ° I 1/2"-13 THREADS ) L 0.310 [7.87] MIN CD 0.743±.007 [18.87±0.18] o 0.448t.010 [11.37±0.25] � s 9500643mu^02TOPLOCK FEATURE ADDED ASTM A563 GRADE F OR BETTER r W Y QTY. 12-PIECES MANUFACTURED TO ANSI B18.2.2 w SCALE:T-0"=1'-0" FINISH TO BE MAGN1560 Is O 4 150/30° 0.882to.010 [22.40t0.25] o.625to.a15 [15.88±0.38] 1.500 [38.101 I -- 01.070 [027.181 MAX ' i N 11.500ta.1251292.10t3.18] ~� $ + 0.845±.020 [21.47±0.51 ] �. o PEI!! -a �ftl u�N� 0 N�oO°r fn 1/2"-13 THREADS Off; 0.743±.007 [18.87±0.18] --I 0.080 [2.03] MIN a i 5.750tn.010 1146.0510.251 0.510 [12.95] MAX '> a LL ASTM A449 (SAE J429) GRADE 5 OR BETTER 9500644-00i's MANUFACTURED TO ANSI B18.2.1 QTY. 12-PIECES FINISH TO BE MAGN1560 SCALE:1'-0"mV-0" WITH OR WITHOUT SERRATIONS UNDER FLANGE 1.625.0 0 00 41.27 o zs —► 0.117±.040 [2.97±1.02] [ ] I�- 01.063±.0$3 [027.00±1 so] Alt- y 4H t� h3 :a A: �s�� r �� 1 0.125t0.01a 3.18±0.25 +.032 +0.81 MINGQi4Ca [ 1 00.531 _ 013.49.0.00 .000 � zHLi u CI\AL + a ►O.45131 9500815-UOI QTY. 12-PIECES SCALE:6 i.,a.. 0CT 4 2012 � °; y z a, flNj C �.w m QTY. 12C -PIECES FINISH IS TO BE MAGNI 560 COATING PREGALVANIZED G-90 i,MANUFACTURED IN ACCORDANCE WITH ASTM F436-11 ° ' 01= 1N T � SCALE:1.,a..__a., c p� m Q CL —i MATERIAL TO BE ASTM GRADE A36 STEEL OR GREATER ° Y oo;IFzOa 4.190t.020 [106.41t0.51] 2,143 [54,44] REF 1l8" BILL OF MATERIAL ITEM NSM PART # NSM DRAWING # DESCRIPTION QUANTITY d 6000238-908 6000238-008 TILT BRACKET HORIZONTAL MOUNT ANGLE MANUFACTURED 1 2 6000237.911 6000237-009 TILT BRACKET GUSSET TUBE MANUFACTURED 1 6000239-xxx 6000239-xxx TILT BRACKET POLE / POST MOUNT CHANNEL MANUFACTURED 1 0.500 TO 0.750 [12.70 7 0 19.061 49.044t.o2o [1245.72f0.51] 4" 118" 112.145+oso [2848.49±1.52] 1.5" 118 1.5" 118" 61.208t.oso [1554.68*1.52] 0 C== ✓0°t1• 1 Wx0.188" L ANGLE 1f8" 1.6 A36 HOT ROLLED STEEL 118" 4.. 30°tr 0 0 LECTION A s 2 118" a N ° N o b °a¢ I 0s u 6 E2�o rc — a aI W 0 o' s � Y L w O m � N F 0 Fi ai U n d' 411%� K n1 Va !n oo�M �o 3.907 [99.241 REF 5.135t.060 1130.43t1.s2] )NA j 0,500 TO 0.760 112.70 TO 19.051 � y-Ivx OF F S 1.5x1.54.120" HOT ROLLED 25.136 [638,461 MINGOIAO SQUARE TUBE ASTM A500 GRADE B REF g ZHU m 10.375 DEEPx1,75 LEGSx0.188" SERIAL NUMBER o CIVIL COLD FORMED C LOCATION NO. 45131 a Q E A36 STEEL ,per o SIDE VIEW L Imo €U. SCALE: 1" =1'-0" _ o z y 0.625 [15.881 0.250 DIAMETER VENT HOLES O' z � n u > 2-PLACES ALL WELD DIMENSIONS ARE A MINIMUM N 2= g o>QE.° _ ENTIRE ASSEMBLY 1S HOT DIP GALVANIZED 3 @, P PER ASTM A123 a SECTION A-A�� y z •a a�USsg SCALE: 1" =1'-0" m C O N d OQ C LTgtU Q az u) R � � Ir MAX m "o I' ry Y 300 y=2 .. \ -. L ` `_ m 00.810 [�20.571 MAX r 318"-16 THREADS �o� o 30° MAX a o co ASTM A449 (SAE J429) GRADE 5 OR BETTER MANUFACTURED TO ANSI 1318.2.1 `' s FINISH TO BE MAGNI 560 RQ.022 [R0.56] 1.000[25.400] w = -0.557.005 [14.14±a13] 0.250 [6.35] MIN 0.079±.a19 [2.01±o.as] = a y Z4 0.390 [9.911 MAX --- 0 m. y m` 9500666mOuo'A QTY. 4-PIECES q SCALE:1,-0"=1•-4"; ? N ' N �I 4Qnm ^rn Fq�a3�� h c c •- L 30° REF 00.739t.al1 [018.77t0.28] �3/8"-16 THREAD 0.643+0 5 [16.32+0"8 0,38 ASTM A563 GRADE F OR BETTER MANUFACTURED TO ANSI 1318.2.2 FINISH TO BE MAGNI 560 E 0.040 [1.02] y 0.557fi.005 [14.14±o.13j s to 0.230 [5.84] - �w o� o MIN 0.339t.008 [8.6Qta2oj�t z MINGQI O G a 0> Gc �, v Zitl cn w r c L 9500667m00202 ;o A aw(n N E L ___. QTY. 4-PIECES ,N N SCALE•1..0.�_1._p.f N . .. pt�'� N E a rn T «�z L O CEO DATE: REV DESCRIPTION DATE BY _N APPROVED BY: v� ro �' MODIFIED I CHANGED ASSY. COMPONENTS 9110l12 GSM THIS DRAWINGDQRAW DRAWING. NORTHERN INTERPRETATION METALS E ISGN. NORTHERN STATES NOT RESPON ISLETALS RESP E FOR THE DES GN RNAPPLI APPLICATION OSIBILITY IS IF THIS PRODUCT- TO THIS 9500538-001 WAS 9500812.001 N APPROVE STANDAR TOLERANCES AS PUBLISHED BY THE ALUMINUM ASSOCIATION DS AND DATA UNLESS OTHERWISE SPECIFIED OCopyright 2009, Northern States Metals, Inc. All Rights Reserved -UNAUTHORIZED COPIES STRICTLY PROHIBITED WITHOUT WRITTEN CONSENT OF NORTHERN STATES METALS, INC. pn,l ad N YQ O 5.c i -- - 0.375±.010 [9.525±.25aj _ .- E mE o� tlm tot , 0.873±.015 [22.181±.381] o i 4 i d 1.750±.030 [44.450±.762] g U III - Z d G W i I 00.312±.010 107.925=.254] ASSEMBLED VIEW 9-001 III}) 114-20 x 1.0"TRI LOBEBE BUTTON HEAD CA POINT 33-39 RC HARDNESS MAGNI 560 COATED N� b r.� Alternate: 114-20 x 1.0" TRI-LOBE SECURITY HEAD CA POINT c 33-39 RC HARDNESS MAGNI 560 COATED b m 9500813-002 iz� a II 0.625115.8751 BELLEVILLE WASHER COMBINATION CC m N 9500811-001 TOTAL OF 4-WASHERS to 0' or RETAINING WASHER, NYLON 616 OR EQUAL) sea m USED FOR ALL APPLICATIONS Q 9500638-001 cry 5> a LL Ili a �I s I 8 CC?NTROLLED 1.676 [42.5711 GATE: 512211, BY: GSM NSM ASSY PIN STD HDWR NSM ASSY PIN SECURITY HDWR NSM MFG PIN ` 2005689-002 2005689-901I 2005689-001 11 {{�+�{�-rn-a�R-a�1- SIZE 1 �'w—J SHEET •j OF 1 8 1.000125.400] _ i s `r � S5: DRAWN BY: CHECKED BY: DATE: SCALE: SOLID GS5122/12 21 INSTALL DESIRED HARDWARE AS SHOWN � o t PACKAGING TO BE NSM TYPE "17": CIRCLE: 3207INNOVATION PLACE ~ ° O 1117" - FANFOLD FIBRE CARTONS. 6" x 6 8" x 8",10" x 7", 3 1/2" x 5". 2" 3" ®/ h`Q,'� - EACHROW Of MATERIAL IS TO BE SEPERATED BY A PAPER OR �RxiTE036C c s AREA: f s PHONES 30-79 oHlo aa59s 3816 ALLOY. �etat,,a f 991 rs PHONE: 330-799.1855 CARDBOARD SHEET LAYER.' X }!-NIA 6005-T5 cT /:! L p OO UNSPECIFIED CORNERS TO BE RO.01010.251 CUSTOMER PARTNAME/No: REV o c FLATNESS 0.004 [0.10j X WlDTH (IN) }(X +I- NIA NaM DIe a o c� 46992 0005418 40mm Smart End Clam Mf 1 Ass 1 DTP OF4f y g W 2 LENGTH FT aw c- a I - LEN + ame 1� ci` - STRAIGHTNESS - 0.0125 [0.32j X ( } ;XXX I NIA PERIMET TWIST c 1121 X LENGTH (FT) - MAKE FROM PARTS NSM PARTkIFllan I �) 2005689-T �'' Mjf��Qf) gx o'IJ ALLOWABLE DEPTH OF SURFACE DEFECT c 0.004 [0,101 MAX ANGLES 6.2943 1002844-001 oat THERE WILL BE VISIBLE FLOW AND DIE LINES DUE TO EXTRUSION PROCESS. ZHU ,:- E ChVVIL " NO45131 � � D � i z jr CD I^✓ m� N C Q 00 o. oE Uo z U I OCTq 2012 i I _ DATE: REV DESCRIPTION DATE BY r` THIS DRAWING IS AN INTERPRETATION OF YOUR DESIGN. NORTHERN STATES METALS RESPONSIBILITY IS LIMITED TO PRODUCING TO THIS APPROVED BY: MODIFIED If ASSY, COMPONENTS 9i1d112 GSM t0 APPROVED DRAWING. NORTHERN STATES METALS IS NOT RESPONSIBLE FOR THE DESIGN OR APPLICATION OF THIS PRODUCT. p n a TOLERANCES AS PUBLISHED BY THE ALUMINUM ASSOCIATION STANDARDS AND DATA UNLESS OTHERWISE SPECIFIED 11 9500538-001 WAS 9500812-001 C Copyright 2009, Northern Slates Metals, Inc. All Rights Reserved- UNAUTHORIZED COPIES STRICTLY PROHIBITED WITHOUT WRITTEN CONSENT OF NORTHERN STATES METALS, INC. u O L $ t 0.375t.010 [9.53tz5] ,; od H Y ___ nG4 r i�z hoe= y mIi F� E L '_. x N m 0.873t.015 [22.18t.30] 0 0 m 1.7501.030 [44.45!:.7e] g 3 0 Z. m° �h ¢r, 00.312t.01n [07.92±.z5] V). i N�3 it P. ASSEMBLED VIEW STAINLESS BONDING CLIP t4C 29500814.0012-PLACES It•� .00Ot.o4a [50.80t1.t2] M �A^ N !\ 1J4-20 x 1.0' TRI-LOBE BUTTON HEAD CA POINT ` v m ❑ g 33-39 RC HARDNESS MAGNI 560 COATED) L\ 9500813-001 �� T n Altemate: 114.20 x 1.0" TRI-LOBE SECURITY HEAD CA POINT _ , n 33-39 RC HARDNESS MAGNI 560 COATED > n 9500813-002 D o e /� BELLEVILLE WASHER COMBINATION } IF l� 9500811-001 TOTAL OF 4-WASHERS RETAINING WASHER, NYLON 616 OR EQUAL USED �FOR ALL APPLICATIONS s 1.709t.044 [43.41tt12] & 95D0538-001 >t i 1.000t.D44 [25.40t1.tz] INSTALL DESIRED HARDWARE AS SHOWN C SHEET 1 of 1 a i PACKAGING TO BE NSM TYPE °'1T". "17". - FANFOLD FIBRE CARTONS. 6" x fill° 8" R 6", 10" x 7", 3 112" x 5". SS: BRAWN SY; CHECKEb BY; PATE: ' SCALE: EACH ROW OF MATERIAL IS TO BE SEPERATED BY APAPER OR SOLID GSM �� 5I22J12 2:1 ' CIRCLE; h> CARDBOARD SHEET LAYER. 2"_3.° o�ther�_ 3zmTmNov"noNPLacE UNSPECIFIED CORNERS TO BE R0.01d [Q.25] (� A' �0�1 "aE"' / PHONGsrowN9-IBS5 nsgg V®1�T�®��® ALLOY: PHONEc 33g•799.1355 FLATNESS = 0.00410,10] X WIDTH (IN) X +1-NIA 6399 Metals OF qA 73,'- 6 60d5-T5 CUSTOMERPARTNAMERIO. ftEV � Y ,� E Q STRAIGHTNESS = 0.0125 [0.32] X LENGTH (FT) DATE: 51112 XX +1- NIA NSMOIE,r •76788 0005411 40mm Smart Bonding Mid Clamp Mfg /Ass �� a o z v: TWIST =112° X LENGTH {FT) GSM e BY: XXX t1-NIA Z [ALLOWABLE DEPTH OF SURFACE DEFECT= 0.00410.101 MAX P RI MAKE FROMPARTp NSMPARTeIFlname(.dwg) c Cif f iN£7=� '� �tFo?� e �11 0ANGLEs+t- 0.2115 ZO®rJ696'TAB i^THERE WILL BE VISIBLE FLOW AND DIE LINES DUE TO EXTRUSION PROCESS. 1002837.001 _ c O MAL u odE ZHU "° " N Ns. 45731 a o ro ,,�y �4• 3��a a. N (n GISTE� s y m ON 83,27 9 O ?L • m mom...,- � C, amca S"ova: o to r p :. U z@ i NSM ASSY P!N STD HDWR NSM ASSY P/N SECURITY HDWR NSM MFG PIN 2005696-001 2005696-002 woxcmn 2005896-901 &IZE - N 00 a I n to O 0L< N Q 07t 2 Z V OO. �.fm E y L,. N oQ INSTALLATION ` m ORIENTATION o C POST LEGS �n I 198.500t125 [4991.10t3.1e] TO BE INSTALLEDPOINTING EAST 3x g 9 e i 2.000[50m]—20.000t.o3o (508.00=76} 2.985t.o3o -� .. REF [l5.81t.7s] 5.250 [133,351 w 2.OD0 [50.807 .mot REF F "- - -- -- R0.563 [R14.30) .155 [29.34] o _ I + 1.155129,34} �t I 19DR0.413 [Ri0.411 I-MtOls [38.10*-38] R0.578 [R14,671 a — — 1 6.310 [160.27]--0.150 [3.81] 4.000 [101.601 7.500tn+s 1[38.10tae] Q — — — R0.413 [R10.49] R0.578 [R14,67] 90, It -- - — — — — - - — — — — — 1 1 _ .155129.34j a: d, N 1.156 n 20.00Dtwo {508.00t.7sJ 4.985t.ws [126,611.761 RO.563 [R14.30] (29.34] ` '4 bQ t QyL��o x I 14 a SLOT DETAIL 2,562t.vfS I65,07ta63 RO.261 (R7.141 0.5621015 [14.27ta3] 2REF [50.801 7 ypp ss .92 D O [-i OF AIA ow v Z `1 MI QIAC} z ZHU m %:a A M. "m MATERIAL TO BE ASTM A653 GRADE 55 STEEL 0 CIVIL � [ DE �, .45131 %mC" GALVANIZE THICKNESS TO BE G90 STANDARD ROLL FORM TOLERANCES APPLY Z al cc �t,� 0•- JWl� a a W Z O < 7 U Lmn N O m u N '<_ N tL R 6f d G E E= Lu �Oa U - a R c I N Q en C 'a La e ..- cu `. q ?� i $i k=` k w f - M N m U0 1 O N tt 47 tfi I l O C f Nrn�oo ��aont6 � M m N �u,c�nm o m ti com =m co mfrr°�i xco4 oww 'omt1c- �rnr-m ° L6 I? c? N M cn III N (7 N t0 R O mO P I m N O NN� M M N m Nm®•` a X o O V m�sr o 0~ O N O N o R J O O [. d O c �c ax `w •c m w 'Lu c C c rs c o x U J 4 'S O J + o J' EL 0 c o tiSETTS i v oc r u z Lu 0 a ui LL o J T N N - 6•'/ 'd N 7 E G $ p 2 to 4 d. rn N W U O n C O O Q U' c s R y o O N y a 01 R N ~ c N R c `w °O Q R N U «O rn - cti 'E r '> c IOU ' = u �'c R N R G R € O R c p U fl- a a m 'm e7i+c c 'm ... al Um Q N 8 7 65 4' 3 m THIS VISTA UDS IS EQUIPPED WITH FAULT -INTERRUPTERS THAT z Ujt ARE THREE -POLE GROUP -OPERATED FOR MANUAL SWITCHING U,z� z LO o � a > Ld WW p (V 0 O C) Z O O 17 19 18 17 -15.625 O O 16 ° o O O 25 50 52 43.000 0 36.000 0 27.875 O o 0 0 .. . 0 2.500 15.500 30.000 61.000 Sectional Open Top View Section A-A.Bus Terminal Enclosure Left Side View 1 13 1 19 20 23 15. 625 U _ % - Sectional Open Termination View ANCHOR BOLT BY USER 7.500 ANCHOR BRACKET BY S&C (SEE DETAIL) OPERATION SIDE 6.250 6. 250 ----------------------------------------- ---- 15.500 3.500 ; APPROXIMATE LOCATION OF 11 CONDUIT ENTRANCE 5.000 _ (3.000 x 6.000 OPENING) �--- TANK 37.000 I ' 30.000 44.250 61.000 ' 47.813 ------------------------------------------ 21.500 UNLESS OTHERWISE SPECIFIED: DECIMAL DIMS TO BE t ANGLES TO BE t WHEN CHECKED, BREAK ALL CORrIERS D WHEN CHECKED, REMOVE ALL BLIRRS 0 31.000 F-- 5.000 TYP. APPROXIMATE PROJECTED CABLE CENTER LINES TERMINATION SIDE 72.000 Anchor Bolt Plan 72.000 21.500 Section B-B: Foul t Interrupter Enclosure Operation View 13.875 7.500 2.7� 7. 25 0 OPERATION SIDE f-------------- ---------- ----------� J 1 I 35.000 ' I 8.000 I' 2. 750 -I e , WAY-2 WAY-1 TERMINATION SIDE Connection Diagram PRINT IDENTIFICATION DATE: 9127/2010 S&C S.O. NO.: 244881 ;F CUSTOMER: Yale Electric Supply - Canton CERT IED BY: PURCHASE ORDER NUMBER: 8032525 RELEASE ORDER NUMBER: SUBSTATION / OTHER: PROJECT: Mwra Wind Turbine DRAWING NO.: 942012-D1L1OP4R11R31T1Y4-S121 t 2 FEATURES: 1. ALUMINUM NAMEPLATE 4. THREE -POLE FAULT -INTERRUPTER WITH THREE -:POSITION (CLOSED -OPEN -GROUND) DISCONNECT 5. 600-AMPERE ALUMINUM BUS 7. 200-AMPERE BUSHING WELLS FOR FAULT -INTERRUPTERS 8. 200-AMPERE BUSHING WELLS FOR BUS TERMINALS 9. SF6-INSULATED STEEL TANK 10. GAS -FILL PORT tj 11. PRESSURE GAUGE 12. OPERATING MECHANISM 13. MANUAL OPERATING HANDLE 14. WINDOW FOR VIEWING OPEN GAP AND GROUNDED POSITION OF LOAD -INTERRUPTER SWITCH OR FAULT -INTERRUPTER 15. OVERCURRENT CONTROL (S&C 1000 RELAY) AND REMOTE SHUNT TRIP 16. 14-GAUGE PAD -MOUNTED ENCLOSURE 17. HINGED LIFT -UP ROOF WITH RETAINER TO HOLD ROOF IN POSITION 18. RETRACTABLE LIFTING TAB 19. PENTAHEAD BOLT LOCKING MECHANISM ACCOMMODATES PADLOCK WITH 375" DIAMETER SHACKLE 20, REMOVABLE PANEL 21, OPERATION COMPARTMENT LABEL 22. TERMINATION COMPARTMENT LABEL -23. WARNING SIGN 25. REMOTE SUPERVISORY VISTA LOW -VOLTAGE ENCLOSURE, MILD STEEL 26. POTENTIAL INDICATION WITH TEST FEATURE 28. TWO -HOLE GROUND PAD, ONE PER WAY 29. VISTA JUNCTION BOX ASSEMBLY 31. VOLTAGE SIGNAL" AMPLIFIER FOR VOLTAGE SENSING 33. INTERNAL VOLTAGE TRANSFORMER SECONDARY FUSE ENCLOSURE i SPECIAL FEATURES: 50. 30" WIDE X 21. 5" DEEP. LOW VOLTAGE ENCLOSURE 51. AUXILIARY CONTACTS ON VUCUUM BOTTLES (TRIPPED) AND DISCONNECT SWITH (CLOSED -OPEN -GROUND.) FOR FAULT -INTERRUPTER WAY 52. SEL-351A PROTECTION SYSTEM P/N 0351AOHOX2 11X1 SUFFIXES° -D1 3-PHASE VOLTAGE SENSING (WAY 1) -11 POTENTIAL INDICATION WITH T CT FE T (E E A U -0 TWO -HOLE GROUND PAD, ONE PER WAY -P4 PAD -MOUNTED STYLE, THREE OR FOUR -WAYS MILD -STEEL OUTER ENCLOSURE, OLIVE GREEN FINISH -R11 REMOTE LOW-PRESSURE ALARM WIRED TO LOW -VOLTAGE ENCLOSURE --R31 EXTERNAL TRIP PROVISIONS IN ADDITION TO STANARD OVERCURRENT CONTROL FOR FAULT -INTERRUPTER T1 THREE POLE, GROUP OPERATED FAULT -INTERRUPTER: QTY. 1 -Y4 INTERNAL CONTROL POWER FOR 13.8-14.4 KV SYSTEM VOLTAGE VIA AN INTERNAL VOLTAGE TRANSFORMER, 70:1 RATIO ABB CATALOG NUMBER 7525A66G07 WIRYNG. DIAGRAMS QCDR-14444 REMOTE SUPERVISORY WIRING DIAGRAM, MODEL 201 CDR-6436-S138 OVERCURRENT CONTROL AND WAY 2 REMOTE SHUNT TRIP AND AUXILIARY CONTACTS 942012-D1L10P4R11R31T1Y4-S121 RATINGS 60 HERTZ 50 KV. MAXIMUM 12 15.5 6 (8X ). 625 DI A. ANCHOR- BOUTS BY USER KV. BIL 75 95 Cr 4 ANCHOR BRACKET MAIN BUS CONTINUOUS 600 600 BY S & C A CONTINUOUS 200 200 TANK OR CABINET M: G GASKET P E LOAD DROPPING 200 200 C - BY S & C R T- E FAULT FAULT CLOSING R �, 1. 5 MIN. S INTER- DUTY -CYCLE TEN TIME 12, 500 12, 500 1 ' CONCRETE PAD R RUPTER SYMMETRICAL + S INTERRUPTING 12,500 12,500 SYMMETRICAL ANCHOR BOLT DETAIL SHORT - SYMMETRICAL SYMMETRICAL 12,500 12,500 ;t J CEQG9 in 64CMC 'OW6H /,sp 1° Lo Q:) MATERIAL: FINISH: DRAWIN ; RAWNSY bouttovn ELECTRIC COMPANY CHI CAGO &brn�SCALE an�'°iecEw� (�a - z ORIGINATION DATE GENERAL OFF1 CES c� N zo 2: 136 09-21-10 DESCRIPTION N { PROPRIETARY STATEMENT THIS DOCUMENT AND ALL PREVIOUS ISSUES ARE THE SECRET AND CONFIDENTIAL PROPERTY , AND OF S&C ELECTRIC COMPANY CS&C'T ERE NORTH RIDGE BOULEVARD, CHICAGT Q OR LICENSE NEITHER RECEIPT NOR POSSESSION THEREOF INFERS OR TRANSFERS ANY RIGHT IN OR LICENSE USED ON S & C VISTA REMOTE SUPERVISORY a � T A L O G DIMENSIONAL TO USE THIS DOCUMENT, THE SUBJECT MATTER THEREOF OR ANY DESIGN OR TECHNICAL INFORMATION SHOWN THEREON; OR ANY RIGHT TO REPRODUCE THIS DOCUMENT OR ANY PART NEXT A SEMBLY UNDERGROUND DISTRIBUTION ^ f E r c DRAWIFONO• Ms THEREOF. NEITHER THIS DOCUMENT NOR ANY INFORMATION CONTAINED THEREIN MAY BE COPIED, REPRODUCED OR OTHER -WISE USED OR DISCLOSED TO ANY OTHER PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF S&C. THIS DOCUMENT IS PROVIDED UNDER THE EXPRESS CONDITION THAT IT WILL BE HELD IN CONFIDENCE BY THE RECIPIENT, THAT IT IS SUBJECT. PRODU ,q DESCRIPTION VISTA ttt 1 1�t If-^ t/1i Al t�'1' �K/ �!1 S I l I T C H G E A R MODEL 201, 1 5 o 5 i� Y Ali - �ti 4 2 0 1 2 S 1 2 I y c� i� TO RETURN UPON DEMAND, .AND THAT IT WILL NOT. BE USED IN ANY WAY DETRIMENTAL TO S&C. REMOTE SUPERVISORY 1. 7 6 5 TANK SF TERMINATION --- - - - - -- ------ VI - --- - -- ' CT— r , 1 LEFT I. r rr s POWER t I \ I-N _� A-_ B - - - \ c- oo r tD in \ \ Y Y \ \ J J m rn J rr \ a 1— I,.I = \ \ r r 1 t rr WIRES SHORTED r TOGETHER ! r r ! r r r r ! r r r t \ \ \ \ \ \ \ \ \ r ! r r r , ! ! r --------------- OPERATION SIDE GAS -TIGHT` WIRE PASS NOTES: 1e THE CONTROL POWER VOLTAGE TYPE IS SELECTABLE USING A JUMPER LOCATED ON THE PRINTED CIRCUIT BOARD.THE JUMPER MUST BE IN THE DC POSITION° 2. WIRE COLORS ARE REFERENCED AND MARKED ' SOLID/STRIPE ( STICKER )'�� J04 INSTALLATION, OPERATION, INSPECTION OR MAINTENA UNLESS OTHERWISE SPECIFIED; COVERED BY THIS DOCUMENT MUST BE PERFORMED BY QUALI DECIMAL DIMS TO BE TP)ROUGHLY TRAINED AND WHO UNDERSTAND ANY HAZARDS T FRACTIONAL DIMS TO BE ` THIS DOCUMENT HAS BEEN PREPARED ONLY FOR SUCH QUALI ANGLES TO BE t h"CIT INTENDED TO BE A SUBSTITUTE FOR ADEQUATE TRAINI WHEN CHECKED, SAT ETY PROCEDURES FOR THIS TYPE OF EQUIPMENT. BEFO BREAK ALL CORNERS G?ERATIONS DESCRIBED IN THIS DOCUMENT THE NECESSARY WHEN CHECKED, FELATIVE TO THIS TYPE. OF EQUIPMENT MUST BE CARRIED REMOVE ALL BURRS � � L -rn 1 niA! \/nI T A (�C C'A1(`I nCr IDC OSURE INTERRUPTER: CONTROL BOX t t 1 t t I i r t 1 t 1 t 1 ---------------- ' ----- TRIP 1 COL ; I ; I + 24VDC 1 SOURCE ; t 24 VDC WETTED ; I REMOTE TRdP F. I. I t 24 VDC WEI 1 I REMOTE TRIP F.I. 2 1 I TRIP _ t OUTPUT 1 +� 1 { i I ; I + ; t 2 1 3 I TRIP I OUTPUT r +1 J} 4 � I ; t + 5 ; I I + 6 ; t I ; t ; E t 1 t 1 ; 1 i 1 1 ; I t 1 t i i 1 I I I I I I I t i t I i r orMI FINISH: E eia117, t4 in �decwkc �ower n DER AL: Prr C IC CCnr SPEC N0. S&C S EC NO. lF�SELL.rxyyj i la �nmr nu_ nccroionn ,_ ONE I _ _ .. - r u , rr A r n / Jw tc r FL i I i c 2�- THE ExPRESS WRITTEN PERMISSION OF b&C. , HIS UOCUMtN I )b VNUVIUtU UNUtH I Ht tA'KtDJ T• RVISIONS CONDITION THAT IT WILL BE HELD IN CONFIDENCE BY THE RECIPIENT, THAT IT IS SUBJECT TO USED ON 1 RETURN UPON DEMAND, AND THAT IT WILL NOT BE USED IN ANY WAY DETRIMENTAL TO S&C. C19-2 E0-10 11 8 7 6 5 J - — CONNECTION POWER I (SEE DETAIL) LEFT SIDE PLATE BATTERY CHARGER B SWITCH CONTROL WAY 2 BACK PLATE SWI NG-OUT PANEL (99) (SEE DETAIL) (SEE DETAIL) (G ) -- --_ �.,- t _- REAR VIEW oz 0 1 w 1 4 5161718 91 ' I 1 12-3 4 5 6 7 8 ' t SURGE I \L+L41\Y1L�L�Ly�L�Y 12P: I 1 �� T61 SUPRESSOR i „ r .... t I r) rn � IT III) 1 R FROM PRESSURE a 1 a + t t- t I 1 tt u u### u x(123 Y `F Y t- x H- Y t- i 2 B ACK SENSOR I N TANK (SEE SHEET-1 ) a ? a s 1 z— m 3 3 3 i H z I I i i I ( 3 V 1Lu FROM GROUND BUSSES 1 t I (G3A) 4 V - 2 � ON JUNCTION BOXES � I � 1 2 3 4 5 6 7 8 tSEE SHEET-1> D m � m 1 I' i \j/ y/1\4/ �f / \j/ , ,�U) R (+24V ) t 1 I u u# u u u# I ) 5 6 LK (-V C) SELECTORtt SHOWN 'INTERNAL- , !. 1 I x t- x = Y = _ t 504 J 7 LU (+ 4 V WET) (REAR VIEW) I o I i I ' co 3; B:: 1 (505) 8 RNITR P WAY 2 F I. > REMOTE TRIP, ricvr��tnOr mmoricvr�vLn�r o��0�-Icvr�a L>7wr- co SERIAL PORT 1 9 YEL(WAY3 F.I.TRIPPED) AUX. CONTACTS 1 OOOo00000r-it-I�-I��t��-,rs�t�1NNNNcvNNNcv ¢¢¢¢aa¢¢a¢¢¢¢¢¢<cad¢a¢¢ad¢¢¢¢ rtcvr� .rLnc91� 00 I T2 6 7 8 FROM ( ) MMITI 3 4 5 i 10 TANK c-A Nr-> IQ,Ln ri 1-o r- m N rr0 'ITLn �7 6 I i c> �L�Y��Y��Y�L t 11 SEE SHEET-1 O o O O o- o o o 0 0 0 0 o SERIAL SERIAL t91) i CDR-6436-S138 .-1 d c-1 -q c-f cH _`1 T-1 PORT 2 PORT 3 ; ' i m � � u o ui ' 13 RN/ K(WAY OP N) QTA-5212-1CABLE OUTPUT CONTACTS -J OPTOISOLATED INPUTS 1 2 131111161 ED m x i 14 Y L/ K(WAY COM m ar`., m o' i 0 1 1 TO JUNCTION BOX ' 15 R/ BLK (WAY2 CLOSED) "A" 16 BLK/REDfWAY2 COM. ) FRN- 5 — SLUG FRN-5 SLUG t .. I i (SEEwSHEET-1) I FUSE FUSE I I I LINE NEUTRAL LINE NEUTRAL I I I n Lo r- ' N �I i 0 120 VAC I w s z - CUSTOMER CONNECTION I 1 1 I r to CURRENT VOLTAGE CHASIS ., TTTTTT�1I TNPUTS INPUTS NPUTS A I GROUN DGROUND 1913141516178112012122231241, ¢ m u z dmuInPOINTS O O O O O ' Ln O RELAY 112 3 4 5 6 7 8 9 I TTTTTTTTTTTT 1 2 3 4 5 6 7 8 9 1 1112 I , OOOOOOOOOr•Ir-irtri.-I NN N SEL-351A NNNNNNNNNNNNNN NN N Q O PART � 0 3 51 A U HOX2B11X1 Q¢ U� I c-1 N .-i N rl N Q m U z O a f ... a_L_LLLLL r A C FROM GROUND BUScc RTU PLATE IN HV COMPARTMENT(G6) M (TA-2700) T ?TTTTT N A - MOM�I �I �I FS Y Y� Y Y Y CALEX 5/70 VAC 1 5A DC/DC TRANSDUCER FUSE CONVERTER INPUT OUTPUT Q lf7 14 Q Q Q N ^ t- - m U U U i23 -567 8 O O - WAY2 CURRENT - I SEE SEE AND DETAIL-B DETAIL -A WAY1 FROM FUSE �/ `\ /�\ E v O D U 4 VOLTAGE � BLOCK IA Va IB Ub IC UC Vn ON VISTA 1 yA �yy�� Q Ln o Y a a TANK _ QTA-3458-7 CA9I-E _. J10 J11 QTA-3431-1 CABLE ----------- ------ 1 1 RED (1 BLACK N1 1 H1 ' 4 r 4 ® 0 ' c 99) 1 x � I 1 1421 t ) B REAR VIEW REAR VIEW , DETAIL-B DETAIL —A I c9aA) Ix4 r ---------- - - - - -- i H31 (4 ISOLATION TRANSFORL ER I BATTERY CHARGER I DETAIL � ' �, t �; �- t � I 1 1 SWITCH CONTROL ' �� z � z 1 1 DETAIL Q; h' 1-1 t-' )--I I i I 1 I I I 1 1-i t--I F-1 1-' 1 UI wl Qf dl ai � C, i N Z L�J m m m i I 2I I I 1 1 1 1 1 1 I 9 q� 1 `�'l ' �i �t 1 1 ' W i i c�9�8al,rd' d`� 1 I i ��,n�aya.i°-ralnT I I .J� 33 31N'13aN1� 1 r----_---_-_- I i i 1 1 ' 1 2 3 4 5 6 7 8 I I I I TTTTTT � ANALOGS , � 1 2 3 4 5 6 I ,m MOTOR POSITION ' �� 1 I I I i INDTCATIONS d �' U' O >� U' d >I I 1 ��I'I+i�'I I 1 �Iq i l l� ©� �I ( QID'_1UIQ�atitsJfU�jt/)� i tBAT+) + - I ' N I +�@$ I Icy.) 1 1 �+ 1 �� INhU �� ' J2 11 2 3 4 5 6 , ' �I�I��ml�c�lc�l 1 , ��t7dd``�v I � U{ u UI >I >I >i > `-1 --, +1 +, + .e. .g. .g , I J1 ( BAT- ) + a1 A U v�i I I I I 1 I �' V/S AND SENSORS ' ' 12VDC SUPPLY o 3 12 VOLT 5 A"MPERE-HOUR t-I ZI I I O 03 1 G: Z Z I> i I 1 1 1 1 1 1 I�rJ I I 1 I BATTERIES 1 2 3 4 5 1617 8 91 1112131415J617 8 TT67 j/1'\j/2'\j/3'\j/4"'j 5 9 Hl 112 TTTTT-Ii\T TTT� 13141 17 8 1 22324 t-1-d QI �I I 1 ►.-d HI 1 ' Q I-- I- i�La�3' I ,, z W (-,hdad��!�a=I ( O m O E O m I lL'N'l,.!' 1 13.E .1 r-a C91 OI 1 I I I , 2 2 c� 'mod , , UI z .-r a•I °-I °-1 d d J �d f =! a I- 9 •. o MATERIAL: r•- s-- � ¢ � 1 I 1 1 1 � od j vy w d z� w y t '��;�„ � r ,. , _. ,� � � ��. , � REVISIONS //---.+� FINISH: DRAW U A L+A NI UI tt.K, --R %-I 1 i 1 F v o` fl OI i < zt i� °�_`�* SGAL N U W a 1 N0. DATE NOTICE N0. z , ►-I h �I QI 4 , o w w � , ANY INSTALLATION, OPERATION,` INSPECTICtd, OR !,!!:INTENANCE'OF THE EQUI('MEhT Q � 1 2 3 5 6 7 8 I �I al al al w c�i >i m I ' � a o m i x � � � � � � � � ' ,,� mt I I I I �•�I 1 ( 1 Q=1 1 (D-I r 1 OV RED Y H !' ) ! (: 0 09-16-10 SC539XXX C E B T IS DDCU+ENT :MUST B_ PtRr CR.,ED BY QUALTFIED PERS.,."S WHO ARE z ( THOROUGHLY TRAINED AND WH0 UNDERSTAND AFY NAZAP,DS THAT MAY EE INV f,, �, I-, 1 2 3 SIZE DRAWN BY MCM ORIGINATION DATE IE °09-16-10 USED ON SEMBLY 942012-5121 DESCRIPTION VISTA REMOTE SUPERVISORY I �i I Ali I I I it 'I c m ss u w w w .BATTERY CHARGER ALARM: x A) E2-1 CONTACT IS CLOSED WHEN A BATTERY TEST FAIL CONDITION EXISTS. B) E2-5 CONTACT IS OPEN WHEN A` LOSS OF 'AC VOLTAGE CONDITION EXISTS. A _C) E2-6 CONTACT IS CLOSED WHEN A BATTERY OVER -VOLTAGE CONDITION EXISTS. � { D) E2-7 CONTACT IS CLOSED WHEN.A BATTERY UNDER -VOLTAGE CONDITION EXISTS. N i �o I s N (� j1 V V ELECTRIC COMPANY D p Ufa cn ZP[�ctr' cc �owsr GENERA F L O FI CES CH CAGO sw rotactlton c I I DESCRIPTION VISTA REMOTE SUPERVISORY m SHEET 2 of 2 WIRING DIAGRAM DRA m G No. MS .MODEL 201 CDR-1444.4 , ° w a N PROPOSED SOLAR POWER SITE PREPARED .FOR. TECTA AMERICA CORP. DARTMOUTH SOLAR PROJECT TECTA AMERICA CORP. DARTMOUTH, MA 02747 9450 BRYN . MAWR AVE SUITE 500 ROSEMONT, IL 60018 REQUIRED SITE DESIGN LOADS: 100 MPH WIND LOAD 45 PSF GROUND SNOW LOAD PREPARED BY: _ NORTHERN STATES METALS 3207 INNOVATION PLACE YOUNGSTOWN, OHIO 44509 PHONE: (330)-799-1855 DRAWING INDEX: PG. 1 2X7 RACK PLAN VIEW, ELEVATIONS, AND NOTES PG. 2 2X11 RACK PLAN" VIEW, ELEVATIONS, AND NOTES PG. 3 2X7 TILT BRACKET DETAIL PG. 4 2X11 TILT BRACKET DETAIL PG. 5 TILT BRACKETCONNECTIONS PG. 6 RACK CONNECTION DETAILS . • PG. 7 POST DETAILS PG. 8 HARDWARE DETAILS LEGEND: 0ISSUED OREVISED, BUT NOT ISSUED L n ISSUANCE/REVISION mn Z.0 oFMgsc. �MEr a v�Ecc sa as o� BRIAM. y�� '� N fly. ?-„�?„ FLOOD v STRUCTURAL: i Y No. 50185 6iSTE� `4 O S S�ONAO i _ ar c' w m 7s221� CL� CC —------ — 0Pz < --------- - - 1 LAR FLEXRACK IS DESIGNED TO CONFORM WITH THE LLOWING CODES AND STANDARDS, WHERE SPECIFICALLYcm PLICABLE TO PV SOLAR MOUNTING STRUCTURES. SETTS AMENDMENTS TO THE IBC 2009 MASSACHU < N 00 ISC 2009 23'-4j" OUT TO OUT OF PURLINS a NEC 2011 " " " 9116-1.8 x Y'4" SERRATED FLANGE HEAD 0 L' AISC 360-05 4 -11$ 13 -6 ts• co 4 -11 BOLT & NUT CONNECTING SOLAR PANEL B �a EOP EOP FRAME TO Z-PURLIN 56 PLCS SEE NORTH AMERICAN SPECIFICATION FOR THE DESIGN ( ) OF COLD -FORMED STEEL STRUCTURAL MEMBERS. DETAIL 2-S6° or t � CONNECTING CHANNEL (6 PLCS) mcn iST SECTION(S) AND EMBEDMENT DEPTH DESIGNED BY - - ----- - - -- -- -�- Ec._ 1X" DEEP X Y'4" LEGS X 0.091 " WALL 0 � C3 IRTHERN STATES METALS w ASTM A653 GRADE 50 � w CK INSTALLATION TOLERANCES G90 GALVANIZED COATING ST SPACING:+/-2 7�"i (2) 3/8"x1" BOLT PRE -INSTALLED �._ ° ST HEIGHT ABOVE GRADE: +/-2" v iv SNUG TIGHT DURING INSTALLATION F SPACING BETWEEN PANELS E-W Z HORIZONTAL BRACING (8 PLCS) - SPACING BETWEEN PANELS N-S 1 "DE 7�" L 74 WALLLL -------- ---� EP X LEGS X 0 0 " 41MUM RECOMMENDED CLEARANCE BETWEEN I G ASTM A 3 GRADE 50 JACENT RACKS TO BE 6" I G90 GALVANIZED COATING /8" 1"BO - D NNECTIONS: iv L - RE INSTALL o (1) 3 x LT P ED _ CONNECTIONS TO BE SNUG TIGHT I SEE DETAI 3 S6 0 LESS OTHERWISE NOTED a -16 x 1" SERRATED FLANGE cill 14 _ Yz"-13 ASTM A325T BOLTS MUST BE v . s HEAD BOLT &NUT (8 PLCS). a 3TENED BY TURN OF THE NUT METHOD s' _-- SEE DETAIL 3-S6. 0 R THE RESEARCH COUNCIL ON STRUCTURAL J�-13 x 1Y4" A325T BOLT, �y " " ^� NNECTIONS (RCSC). GENERAL PROCEDURE IS TO " DEEP x 2 FLANGE x 0.074 WALL UG TIGHTEN THE BOLT, MATCH MARK THE NUT D HEAVY HEX NUT Z PURLIN A653 HSLAS-F GRADE 60 N D 'PROTRUDING END OF THE BOLT, AND ROTATE AND 2 PLATE WASHERS Naan� HORIZONTAL MEMBER G90 GALVANIZED NUT Y3 TURN WHILE PREVENTING THE BOLT CONNECTING RACK 1 PROJECTED TOP VIES ® COATING 4 PER UNIT TO TILT BRACKET (8 PLCS). s1 SCALE: 3/16"-1'-O" )M TURNING. SEE DETAIL 1-S6. VEL SIZE: 39.37" x 65.67 x 1.57" 3/8-16 X 1" FLANGE HEAD BOLT & (1000mm x 1668mm x 40mm) NUT (2 PLCS) AND 1 FLAT PLATE _:_...._ _....... _tiloo - 07 PX. 175 LBS. PER SUB -ASSEMBLY WASHER USED TO CONNECT KICKERmom PX. 108 SUB -ASSEMBLIES PER TRUCK BRACE TO Z-PURLIN AND 2 VIEW 2-51 C-CHANNEL TILT KICKER BRACE (4 PLCS) (2 SUB -ASSEMBLIES PER RACK) L17Z" x 1Yz" x .074" WALL, ` °`� PX. 26'-3" PER SUB -ASSEMBLY COLLAPSED SEE DETAILS 3-S6 & 6-S6 s� SCALE: 3/16"=1'-0 y SS GRADE 50 (EACH END OF KICKER) G90A65GALVANIZEDCOATING. DW REMOVAL AT FRONT EDGE OF RACK , REQUIRED TO MAINTAIN PROPER CLEARANCE POST POST Z SNOW TO SLIDE OFF RACK 1 2 m>-a TILT BRACKET 2 PER 10'-01" REF 0'-31" C-C C-C UNIT (REQ. 2 POSTS PER UNIT). SEE SHEET - — _-_ _.._. KICKER BRACE S3 & S5 FOR MEMBER INSTALLED ON AND CONNECTION DETAILS. POST EXTREME TOP AND BOTTOM PURLINS — AT EACH T ILT BRACKET. ET. 4 PLCS ca a rn co _ _...... - TILT BRACKET TO BE INSTALLED ]_14 ON WEST SIDE OF POST. SMART tt N POST LEGS TO POINT EAST. 4 SECTION 4-51 osT SECTION TO BE 3 FRONT ELEVATION - 6 s7 SCALE: 3/16"=1'-O" s� SCALE: 3/16"=1'-0" 6.31 DEEP x 5Y4 LEGS x 0.150 WALL ASTM A653 GR 55 G-140 PRE-GALV._ 'T SMART POST. SEE SHEET S7 ABBREVIATIONS ABBREVIATIONS ABBREVIATIONS OF Mgs'p FOR POST DETAILS. Q�ZN • E o PLF POUNDS PER LINEAR FOOT HORIZ HORIZONTAL AB ANCHOR BOLT C? REF REFERENCE HDG HOT DIPPED GALVANIZED BOS BOTTOM OF STEEL p� BRIAN M. Gam, ° -' PAG POST ABOVE GRADE JST JOIST BRG BEARING FLOOD �n In TOS TOP OF STEEL KB KICKER BRACE C-C - CENTER TO CENTER o STRUCTURAL E p TYP TYPICAL LLV LONG LEG VERTICAL CD CRITICAL DIMENSION C.' No. 50185 Q ro c> 6 T/ TOP OF LLH LONG LEG HORIZONTAL CONT CONTINUOUS ,o �0 RFGISTER``� N E UON UNLESS OTHERWISE NOTED MFG MANUFACTURER DIM DIMENSION VERT VERTICAL MIN MINIMUM DIA DIAMETER '�F� sNNALEN o Z WWF WELDED WIRE FABRIC MAX MAXIMUM EE EACH END 7� 00 w REINF. REINFORCING NS NEAR SIDE EL ELEVATION SECT SECTION OC ON CENTER EOP END OF PURLIN (T 0.0 0 SL SPLICE LAP 0-0 OUT TO OUT FIN FINISH Z� Z l °, CC SN xxx STRUCTURAL NOTE REFERENCE PCC PRECAST CONCRETE FDN FOUNDATION c>,_tU o — o TB TILT BRACKET FS FAR SIDE SOLAR FLEXRACK 1S DESIGNED TO CONFORM WITH THEqTB 5/16-18 x �4" LONG SERRATED FOLLOWING CODES AND STANDARDS, WHERE SPECIFICALLY FLANGE HEAD BOLT & NUT CONNECTING ' a xF 1 APPLICABLE TO PV SOLAR MOUNTING STRUCTURES. 36'-5�" 0-0 SOLAR PANEL FRAME TO Z PURLIN n 1) MASSACHUSETTS AMENDMENTS TO THE IBC 2009 (88 PLCS). SEE DETAIL 2-S6. N U) 2) IBC 2009 5'-2�" 13'-0"±2 11r CD 13'-0".+2 1/2• CD 5'-2�" 3 NEC 2011 EOP fOP ONNECTING CHANNEL (8 E _4) AISC 360-05 .PEGS) 1Y DEEP X Y4" LEGS X 0.09 ALL 1 W 5) NORTH AMERICAN SPECIFICATION FOR THE DESIGN _ .___.. ._: . , —._ .-_-_._-�.., _- _..,_ _ _ ....... _ WALL ASTM A653 GRADE 50 cl cl OF COLD -FORMED STEEL STRUCTURAL MEMBERS. t - G90 GALVANIZED COATING. �g m POST SECTION(S) AND EMBEDMENT DEPTH DESIGNED BY - - D 2 3 8" 1" BOLT PRE INSTALLE NORTHERN STATES METALS MUST BE INSTALLED SNUG TIGHT o a; - RACK INSTALLATION TOLERANCES x DURING INSTALLATION rya POST SPACING:+/-2 Xi"u- o ►'��' POST HEIGHT ABOVE GRADE: +/-2 " wm v =_ = - - - - -=- m-- HORIZONTAL BRACING (8 PLCS) CIL MINIMUM RECOMMENDED CLEARANCE BETWEEN Z 1 "DEE X Y2" LE .074" WALL ° o ADJACENT RACKS TO BE 6" _ -- �.�::: - -_ -_- - --- _ -- -_-_— n LL -Y4" SPACING BETWEEN PANELS E-W « N I m _ G90M GALVANIZED " " - (1) 3 /8 x1 BOLT PRE INSTALLED . � 1" SPACING BETWEEN PANELS N-S N 3 CONNECTIONS: 5"H x 2" FLANGE x 0.074" N ALL CONNECTIONS TO BE SNUG TIGHT 'r� Z PURLIN ASTM A653 UNLESS OTHERWISE NOTED _ HSLAS F GRADE 60 HORIZONTAL ALL X-13 ASTM A325T BOLTS MUST BE MEMBER G90 GALVANIZED COATING FASTENED BY TURN OF THE NUT METHOD 4 PER UNIT 1 PER THE RESEARCH COUNCIL ON STRUCTURAL --_.--.. _-_------------ ---.--_ _____-- __- .._ = - ------- CONNECTIONS (RCSC). GENERAL PROCEDURE IS TO MARK THE NUT 2 2 -16 x 1" SERRATED FLANGE Z ° N �' SNUG TIGHTEN THE BOLT, MATCH NORTH HEAD BOLT & NUT (8 PLCS). AND PROTRUDING END OF THE BOLT, AND ROTATE 1 PROJECTED TOP VIEWSEE DETAIL 3-S6. " THE NUT )� TURN WHILE PREVENTING THE BOLT X-13 x 14" A325T BOLT FROM TURNING: A563 HEAVY HEX NUT S 2 SCALE: 3/16"® '-0" PANEL SIZE:.39.06" x 77.01" x 1.97" AND 2 PLATE WASHERS �1 (992mm x 1956mm x 50mm) CONNECTING RACK TO TILT BRACKET {12 PLCS). -- APPX. 250 LBS. PER SUB -ASSEMBLY SEE DETAIL 1-S6. APPX. 108 SUB -ASSEMBLIES PER TRUCK (2 SUB -ASSEMBLIES PER RACK) 2 VIEW 2-51 ICKER BRACE (6 PLCS) "I m cp L17�" x 1 Xi" x " WALL _ 'I a . APPX. 41 PER SUB -ASSEMBLY COLLAPSED %-16 x 1" SERRATED FLANGE S2 SCALE: 3/16'=1'-0' .074 A653 SS GRADE 50�I� � ;`� . °° SNOW REMOVAL AT FRONT EDGE OF RACK HEAD BOLT & NUT 2 PLCS ( ) G90 GALVANIZED COATING. Q IS REQUIRED TO MAINTAIN PROPER CLEARANCE AND 1 FLAT PLATE WASHER. � FOR SNOW TO SLIDE OFF RACK SEE DETAIL 3-S6 & 6-S6. POST POST POST I _ TILT BRACKET 3 PER (EACH END OF KICKER) 1 2 3 UNIT (REQ. 3 POSTS PER UNIT). SEE SHEET 11'-9 " O'-3j" C-C. 0'-V C-C 0'-3a" C-C ; S4 & S5 FOR MEMBER AND CONNECTION DETAILS. - ------ --- - ---- -_. ..._ KICKER BRACE - P®T 6'-5j" INSTALLED ON EXTREME TOP AND LL- BOTTOM PURLINS _ AT EACH TILT e BRACKET. PLCS i. _ - - - _ - - -- - --- - - --- ; o N 4 SECTION 4-S1 POST SECTION TO BE 3 FRONT ELEVATION TILT BRACKET TO BE INSTALLED _.. Et S2 SCALE: 3/16"=1'-0" 6.31 DEEP x 54 LEGS x 0.150 WALL 82 SCALE: 3/16"=1'-0" ON WEST SIDE POST LEGS TO OF POST. SMART POINT EAST. ° ASTM A653 GR 55 G-140 PRE-GALV. SMART POST. SEE SHEET S6 POST DETAILS. ABBREVIATIONS ABBREVIATIONS ABBREVIATIONS H OF b(q SS ^ a E 0FOR BOLT A\,� qcy K .a ° v PLF POUNDS PER LINEAR FOOT HORIZ HORIZONTAL AB ANCHOR REF REFERENCE HDG HOT DIPPED GALVANIZED BOS BOTTOM OF STEEL BRIAN M. GN PAG POST ABOVE GRADE JST JOIST BRG BEARING FLOOD TOS TOP OF STEEL KB KICKER BRACE C-C CENTER TO CENTER o STRUCTURAL ccn l e on TYP TYPICAL LLV LONG LEG VERTICAL CD CRITICAL DIMENSION " No. 50185 ' l Zito w T/ TOP OF LLH LONG LEG HORIZONTAL CONT CONTINUOUS ��O��FGISTVER� `c m-' 1 ro LION UNLESS OTHERWISE NOTED DIM DIMENSION `a VERTIC MIN MANUFACTURER MUM DIM DIAMETER SSIONA WWF WELDEDLWIRE FABRIC MAX MAXIMUM EE EACH END ago - - REINF. REINFORCING NS NEAR SIDE EL ELEVATION 0 t coc, SECT SECTION OC ON CENTER EOP END OF PANEL iZv)�' 7; c M 0 SL SPLICE LAP 0-0 OUT TO OUT FIN FINISH i SN xxx STRUCTURAL NOTE REFERENCE PCC PRECAST CONCRETE FDN FOUNDATION a=' ---_..-_ TB TILT BRACKET FS FAR SIDE - - I (2) 1.063 OD x .531 ID x .117 THK ASTM F436 ROUND WASHERS PART NO. 9500612-001 (2) 3 x 134' x Y8 THK FLAT PLATE WASHERS \ \\� PART NO. 9500815-004 \\ " \ \ 2 2 13 \� .e AST A563 NUT PART NO. 9500827-001 \� \\x\ (4) 1.063 OD x .531 ID x .117 THK � ( ASTM F436 ROUND WASHERS ` >� ASTM A325T 1— A325T BOLT '`<• PART NO. 9500612-001 ,: PART NO. 9500826-00 TOP CHORD TO POST CONNECTION S5 SCALE: NTS (4) 3 x 13/4 x Y8 THK FLAT PLATE WASHERS -PART N0. 9500815-004 (4) Y2-13 AST A563 NUT PART NO. 9500827-001 (4 13 x 1 y ' ASTM 2 A325T BOLT A �` PART NO. 9500826-001 4 LOWER BRACKET TO POST CONNECTION s5 SCALE: NTS h \ 4 n n E n QD t� 0 � �o z :5 m °tu ,n E ti 4 Q X cq v LL ; Mi.. -- w Z O U cc mi Z J. Z H O Al co �r. !co —P .. 54 Via° (2) Y2-13 x 1 y4" \ ASTM A325T BOLT (2) Y2-13 PART NO. 9500826-001 ASTM A563 NUT e PART NO. 9500827-001 (4) 1.063 OD x .531 ID x .117 THK ASTM F436 ROUND WASHERS / PART NO. 9500612-001 2 13 x 1— AS A56 O Y2— Y4 •,`\ ,�, ASTM A563 NUT ASTM A325T BOLT PART NO. 9500827-001 3 BRACE TO LOWER BRACKET CONNECTION PART NO. 9500826-001 s5 SCALE: NTS (4) 1.063 OD x .531 ID x .117 THK AST F436 ROUND WASHERS PART NO. 9500612-001 2 TOP CHORD TO BRACE CONNECTION s5 SCALE: NTS n F!d O OF M.400 BRIAN M. G FLOOD �,• �, o STRUCTURAL N0.50185 E O k, GISTE�`� ��c, to z m -o y 10NAL o�=o vo�'Z� a .. .c N to a - - - -D 0 ti? Z PURLIN " —16 SERRATED FLANGE o HEAD BOLT Z PURLIN y2-13 x 1 Y4" PART NO. 9500666-002 ASTM A325T BOLT , o z HORIZONTAL BRACE PART NO. 9500826-001 ! r _ ME 1 x x 0'-3" Y 4 Y tea / J"-16 SERRATED FLANGE HEAD NUT — PLATE : WASHER e x PART NO. 9500667-002 PART NO. 9500815-004 U SCALE: 6"=1'-0" —1= — o TILT BRACKET TOP CHORD y2-13 ASTM A563 NUT' 1 3 Z PURLIN TO HORIZONTAL BRACING CONNECTION — — — PART N0. 9500827-001 ss .SCALE: 3"=1'-0" — — — SCALE: 6"=1 '—O" J w of o � 1 Z PURLIN TO TILT BRACKET CONNECTION LL s6 SCALE: 1-1/2"=1'-0" o w z TILT BRACKET TOP CHORD KICKER BRACE 8"-16 SERRATED FLANGE HEAD BOLT. � PART N0. 9500666-002 1 l� "-16 SERRATED FLANGE HEAD NU PART NO. 9500667-002 4 TILT BRACKET TO KICKER BRACE CONNECTION ss SCALE: 1-1/2"=1'—O" SCALE: 2 SOLAR PANEL TO Z PURLIN CONNECTION SCALE: 3"=1'—O" TORQUE: 17 ft—Ibs 13/4 x y8 x 0'-3" PLATE WASHER Z PURLIN PART N0. 9500815-004 INSTALLED ON BACK OF Z PURLIN KICKER BRACE J"-16 SERRATED FLANGE HEAD BOLT PART NO. 9500666-002 8"-16 SERRATED FLANGE HEAD NUT PART NO. 9500667-002 SCALE: 6"=1 '-0" 5 Z PURLIN TO KICKER BRACE CONNECTION ss SCALE: 1-1/2"=1'—O" z 0 U I Ii 5/6-18 x LONG SERRATED r FLANGE HEAD BOLT ti PART NO. 9500828-001 gip\\ cS 5/6-18 SERRATEDt ,F�\\ — FLANGE HEAD NUT mce�I i PART NO. 9500829-001 _-711 Pei v SCALE: 6"=1 '-0" l SEE S1 FOR CONNECTION LOCATIONS 0 � zm p OF AMqs"l,� EUZI I tiG. BRIAN M.10 FLOOD STRUGTURA- � No. 50185; �E 2 IS SGtS1E ° . C.�� 7 w. mi r 0E._ mac 3co 1" cl TT N co ,f cc I t lei, lt,lht t, ti ti�`� � o`v om 3/8'-16 THREAD oW °a_Y U ckf kf a x 1/2'-13 THREAD a 0 s 3 "— 816 X 1 BOLT (P/N 9500666-002 S8 SCALE: 1'-0"=1'-0" 1/2f, —13 NUT �N 9500827-001) F QTY: 2X7. 16—PIECES sa SCALE: 1—0"=1'-0" 2X11 20—PIECES QTY: 2X7 36—PIECES » » MATERIAL: ASTM A449 (SAE J429) GRADE 5 OR BETTER 2X11 54—PIECES %1� 3 X 1.75 PLATE WASHER (P/N 9500815-004) x FINISH: MAGNI 560 MATERIAL: ASTM A563 HEAVY HEX NUT \,L,1 SCALE: V-0"=V-0" UJ FINISH: HOT -DIPPED GALVANIZED ¢ x QTY: 2X7 32-PIECES 3 2X11 48-PIECES MATERIAL: ASTM A653 STEEL ¢ FINISH: PREGALVANIZED G-140 _ » „ » er y 7ff ur- �m ow, \ v 'ae f "'\g..'c 5/16'-18 THREAD f, N 4 112F436 BASHER P N 9500612-001 v2•-13 THREAD 5/16 —18 X 3/4 BOLT (P9500828-001) S8 SCALE: V-0"=V-0" a ss SCALE: V-0"=V-0" QTY: 2X7 44-PIECES QTY: 2X7 56—PIECES 2X11 66—PIECES 2 1 2 —13 X 1-1LC BOLT P N 9500826-001 2X11 88-PIECES MATERIAL: ASTM F436-11 SCALE: V-0"=V-0" MATERIAL: GRADE 5 STEEL FINISH: ASTM B695 Class 55 Type 1 QTY: 2X7 36-PIECES FINISH: MAGNI 560 MECHANICAL GALVANIZE SPECIFICATIONS 2X11 54-PIECES MATERIAL: ASTM A325T HEAVY HEX BOLT FINISH: HOT -DIPPED GALVANIZED „ 3/8'-16 THREAD l r � 1D r f, „ OF yf SA 5/16'-18 THREAD g 13RIAo�, y�J� F-um�CD � TURA s 5 16"-18 NUT (PIN 9500829-001 5 3 8"-16 NUT (P/N 9500667-002 SNo 501a L �� se SCALE: 1'-0"=1'-0" s8 SCALE: 1'-0"=1'-0" Alp 9FGISTE�`�� x� QTY: 2X7 56-PIECES QTY: 2X7 16-PIECES 2X11 88-PIECES 2X11 20-PIECES S10NA1 E ff as MATERIAL: GRADE 2 STEEL MATERIAL: ASTM A563 GRADE F FINISH: MAGNI 560 FINISH: MAGNI 560 7-ZZ. �5, cn c C a _, a o e �� ad�a SEE S3 AND S5 FOR INSTALLATION DETAIL 00=¢ a � M.— war a a a-- ft� a N-1 GENERAL NOTES & DETAILS EC-1 EXISTING CONDITIONS PLAN SL-1 SITE LAYO,UT PLAN -1 & SG-2 SITE GRA SG 4 rl'� al SM ---------- 4 N Mtn '01 n EIRE, - - vif WE M j�mz 17 B R�1' W-- m ZF ET R D M, 2 ax N 100' NOTIFICATION LINE PROJECT SITE ENGINEERR FIELD ENGINEERING CO., INC. .11D INDUSTRIAL DRIVE P.O. BOX 1178 MATTAPOISETT, MASSACHUSETTS NO SCALE APPLICANT: EMI DARTMOUTH SOLAR LLC 20 PARK PLAZA, SUITE 320 BOSTON, MASSACHUSETTS 02116 OWNER: RAHIM AGHAI, TRU( TEE 23 MERRYMOUNT DRIVE DARTMOUTH, MASSACHUSETTS LOT NO. OVMER OF RECORD 62-30 CECIL SMITH III ET AL 67-8 MAR� ROBINSON 67-9 DARTMOUTH POWER ASSOCIATION LIMITED PARTNERSHIP 67-11-9 RAHIM ACHAI, TRUSTEE 67-12 MANUEL P. FURTADO 67-13 DAMD J. & KELLY A. MICHALSKI 67-14 ROGER E. & SHIRLEY M. LANOUETTE 67-2-2 PEDRO TEIXEIRA & MANUAL MORAIS, TRUSTEES 67-23-1 MICHAEL & LYNN A. MARTINS 67-23-i MICHAEL D. & LYNN A. MARTINS 67-24 EMIL M. & PATRICIA A. JOHNSEN 67-23-3 MANUEL V. & MARIA R. CALVAO 67-23 ANTONIO A. & PAUUNE PACHECO 68-1 FAUNCE CORNER EXECUTlVE CENTER, LLC 68-5 RAHIM ACHAI, TRUSTEE 68-7 FAY L- VALIJAMS & DEBRA ANN RIJO 68-9-1 YAGNESH H. & SEJAL PATEL 68-10 MARGARET A. TOMKIEWICZ 68-11 ROBERT P. DEGRAZJA 68-14 OLGA A. GUERRA 168-15 ROBERT JOSEPH MARTINS & RICHARD MAR11NS �68-16-1 TOWN OF DARTMOUTH L I PROJECT LOCATION: ASSESSORS MAP 67 LOTS 1,11 11-1 THROUGH 11-17 A COCCOt-NMcl, R A A rn f-%n I r%-Tlrl% -4 t— .0 '.� m PROPOSED SITE DEVELOPME IT OLD FALL RIVER I ZOAD & ENERGY ROAD DARTMOUTH, MA JA OF 44 RICHARD R, PIGCIO III 0 CIVIL o.458 'IST N ENOINEERI NO ccx, limc. CCD�NSULTIING EN C31NEERS I I D INDUSTRIAL DRIVE P-O� BOX 1178 MATTAPOISETT, MA 02739 TEL: (508) 758-2749 FAX: (508) 7W2849 THE CROCKER BUILDING 4 COURT STREET SUITE 104 TAUNTON, MA 02780 TEL: (508) 824-9279 FAX: (508) 824-9276 Project No. 1904 • ERO2ON & �DIMENTAliON� CONTR01. PROGRAM STORMWATER FA uV OPERATiON/MANTENANCE PLAP! L r.FN i rONSTRUGTIOty, NOTES 1VGIiVEER16Vt: CONFORM TO THE LOCAL EROSION CONTROL MEASURES SHALL BE EXECUTED IN ACCORDANCE WITH THE FOLLOWING PROPERTY OWNER: PROPOSED STORM DRAINAGE UTILITIES SHALL CONE i. ALL SEDIMENT AND �O•s 1��• THE MATERIALS AND COtJSTRUCiigJ OF ALL THE PR OT STANDARDS AND SPECIFICATIONS, REQUIREMENTS AND THE NPDES STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 1 SPECIFICATION AS WELL AS ALL APPLICABLE MASSDOT Q Ct�NSULTING ENGINEERS STANDARDS AND SPECIFIC & CAN UTILITIES SHALL CONFORM RAHIM AGHAi, TRUSTEE D.P.W. CTtON OF ALL ELECTRIC. TELEPHONE METALLIC MARKING TAPE . AND CONSiRU iNG ACTUAL CONSTRUCTION VIIILL BE LEFT IN AN UNTREATED QR UNVEGETATED CONDITION FORA REYOCAB 7RtST 2007 LATEST EDITION. THE MATERIALS 2. THOSE AREAS UNDERGO IS OF EACH RESPECTIVE PUBLIC UTILITY PROVIDER. MUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY THE RAHIM AGHAI LE TO THE SPECIFICATIONS DATA SHALL RECEIVE MINI 23 MERRYMOUNT DRIVE SHOP DRAWINGS AND MANUFACTURERS WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL IF THE DISTURBANCE iS WITHIN 100 FEET OF A DARTiriOUTH MASSACHUSETTS 02j 47 MATERIALS, AS WELL AS ALL MATERIAL D INSTALLATION. STABILIZED WITH PRIOR TO ANY FORECASTED ALL CONSTRUCTION PRIOR TO FABRICATION AN 2. PROJECT ENGINEER RESOURCE AREA. THE DISTURBED AREAS .SHALL BE STABILIZED WITHIN 7 DAYS OR �/i, /i, /i /i, /i, ,., /i, /i /i, /i, /i, /i, i, /i, /i, / 11 D INDUSTRIAL ERNE j t, AL THE LOCAL. D.P.W.. AND THE PR WETLAND THE WRITTEN APPROVAL P.O. BOX 1178 APPROXIMATE AND MUST BE VERIFIED STORM EVENT. G UTILITIES SHALL BE CONSIDERED APPRO EXIs7EN MATTA � ALL POTS ON AND ETT EI,.EVA11 OBSERVATION F E, MA02739 THE lOCAll�i AND ,. TIES SHOWN ARE FROM FIELD 3. UNDERGROUND UTILITIES HAY BARRIERS ETC. SHOULD BE INSTALLED PR10R TO ANY SOIL DISTURBANCE 0 TH TOR TO ANY CONSTRUCTION. UNDF.RGR AT ALL 3. SEDIMENT BARRIERS (SILT FENCE, ) APPLICANTS. 20-6" BY THE CONTRACTOT? PR RANTED TO BE EXACT, NOR IS IT WARRANTED THAT ( ) AND ARE NOT WAR CONTRIBUTING DRAINAGE AREA. MULCH NETTING SHALL BE USED 70 ANCHOR MULCH IN ALL AREAS WRH RECORD INFORMATION UTILITY UPGRAt3IF3VT BEST AVAILABLE CONTACT THE RESPECTIVE THE BE THE CONTRACTOR SHALL FAX. 508 75&2 STRUCTURES ARE SHOWN. SLOPES GREATER THAN 8.0% AFTER OCTOBER 1ST. 2' MIN. ,TEL: 508 758-2749 UNDERGROUND PIPES ORS LINES. EMI DARTMOUIH SOLAR LLC ( ) 849 COIN TO THE LOCATION AND ELEVATION OF ALL DCISIING COMPANIES RELATIVE 4. INSTALL SiLT FENCE AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILT FENCE DETAIL FOR PROPER 20 PARK PLAZA, SUITE 320 _ _ HOURS PRIOR TO ANY EXCAVATION AND/OR REMAIN IN PLACE PER NOTE 5. BOSTON, MASSACHUSETTS 02116 CONTACT DIG SAFE AT 1-800-322 4844, 72 HOU INSTALLATION. SILT FENCE WILL 5" 12" 6" 4. THE CONTRACTOR SFiAIl C I TY COMPANIES OF ANY EXCAVATION. YS AND IMMEDIATELY <� TO INFORM THE U11U UCTUR65 WILL BE INSPECTED. REPLACED AND/OR REPAIRED EVERY 7 DA SUBSURFACE TESTIN 5. ALL EROSION CONTROL STR 4 COURT STREET BUILDING SUITE 104 DAMAGED STRUCTURES OR ANY SIGNIFICANT RAINFALL. SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION NTERED THE CONTRACTOR SHALL REPAIR ANY DAMA FOLLOWING AND WHEN THE DEPOSITS - 1. THE. CONTRACTOR SHAl.1 BE RESPONSIBLE: � THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER TAUNTON MA 02780 WHENEVER EXISTING STRUCTURES ARE AND ABOVE OR BELOW GRADE TO A CONDITION BETTER THAN OR DECOMPOSURE. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT 5 REMOVED STRUCTURES, AND MAKE ANY IMPROVEMENTS AB O " REPLACE ANY REMO REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE FACILITIES UNTIL SUCH TIME AS THE STOftMWAER MANAGEMENT SYSTEM {S ACCEPTED BY THE OWNER. THEREAFTER THE 12 '' TEL: (508)�8249279 OR EQUAL TO PRE-00STING CONDITIONS. AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. OWNER SHALL BE RESPONSIBLE FOR THE PRO`` ER INSPECTION AND MAINTENANCE OF ALL STORMWATER MANAGEMENT HIGHER THAN 8 FEET AND SHALL BE FACILITIES PER THE INSPECTION AND MAINTENANCE SCHEDULE SET FORTH BELOW. j FAX: (5O$) 8249276 L DESIGNATED FOR REUSE SHALL BE STOCKPILED ON SITE NO WA OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2 TO 1) UNLESS NOTED 6, ALL EXCAVATED MA ERIA SILT FENCES TO PREVENT TRAVEL OF SEDIMENT TO ADJACENT PROPERTIES OR DRAINAGE 6. NO SLOPES, EITHER PERMANENT SAND FILL ENCLOSED BY TEMPORARY I OTHERWISE. 2• ALL STRUCiURAL BEST MANAGEMENT PRACTICE (BMP'S) INCLUDING EXTENDED DETENTION BASINS SHOULD BE THE DISPOSAL OF ALL WASTE MATERIAL AT AN APPROVED LOCATION. BURIAL }-TAU. BE RESPONSIBLE FOR RBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE INSPECTED AFTER EVERY M1L10R RAINFALL EVE EXCEEDING 1.0-INCH FOR THE FIRST 6 MONTHS AFTER 7, THE CONTRACTOR S 7. IF FINAL SEEDING OF THE DISTU OF WASTE MATERIAL ON SITE WILL NOT PERMITTED. CONSTRUCTION TO ENSURE PROPER STABILIZA. NAND CONSTRUCTION. ORAII IS �� MULCH OR DORMANT SEEDING TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED N GOOD CONDITION UNTIL SURFACE REST {NCI PERIOD. 2-4" CONDUIT. 8, EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AND MAINTAINED 1 SEED 3. THEREAFTER REGULAR BMP INSPECTIONS SHOULD BE CONDUCTED ACCORDING TO THE FOLLOWING SCHEDULE::' COMPLETE AND ALL AREAS DISTURBED BY THE CONTRACTORS OPERATIONS ARE STABILIZED. 8, TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR ( ) PROPERTIES FROM ON SITE CONSTRUCTION ACTIVITIES AND REMOVE ANY SEDIMENT TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. CONDUIT UTILITY DUCT' BANK 9. THE CONTRACTOR SMALL PROTECT ADJACENT PROP 61AP STRUCTURE INSPECTIONS PER YEAR OR DEBRIS DEPOSiTfD THEREON IMMEDIATELY. 9. REVEGFT'A71ON MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL 10. DRAINAGE CONTROL AN AS A RESULT OF TRENCH DEWATERING SHALL BE DISCHARGED TO EXISTING DRAINAGE COURSES WITH PROPER DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS DETENTION BASINS 2 NOT TO SCALE ONTROL AND DEWATERING MEASURES MEASURES SUBJECT TO APPROVAL BY THE PROJECT ENGINEER. DIRECT �D� �� FOLLOWS. EROSION C NOTES: ONTO PAVEMENT, WETLANDS OR PRIVATE PROPERTY SHALL NOT BE ALLOWED WITHOUT CONSENT OF THE PROJECT A) THE TOPSOIL SHALL HAVE A SANDY LOAM TEXTURE RELATIVELY FREE OF SUBSOIL 4. ACCUMULATED SILT AND SEDIMENT SHOULD E4. REMOVED AT LEAST ONCE A YEAR FOR THE DETENTION BASINS AND MORE I. COORDINATE EXACT DIMENSIONS AND LOCATIONS THE OWNER. MATERIAL, STONES. ROOTS. LUMPS OF SOIL. TREE LIMBS, TRASH OR CONSTRUCTION FREQUENTLY IF ACCUMULATED DEPTH OF SEDri.0- 4T' EXCEEDS SIX INCHES. TO IMPLEMtOJT�110N. NO DEBRIS. AND SHALL BE PLACED 70 A DEPTH OF FOUR (4) INCHES ON Ali LOAM WITH SOLAR PANEL VENDOR PRIOR TO CONSTRUCTION AND SEED AREAS L AS SPECIFIED ON THE DRAWINGS. 5. ANY RQJ1OVED SEDIMENTS ARE TO BE PROPERI Y DISPOSED AT A LOCATION TO BE APPROVED BY THE BOARD OF HEALTH. 11. THE OWNER AND THE PROJECT ENGINEER SHALL APPROVE ALL FIELD CHANGES IN THE WORK PRIOR FI ELD CHANGES SHALL BE MADE IN ANY SPECIFIED SITE WORK OR ANY MATERIALS FOR WHICH SHOP DRGS HAVE SO MADE BEEN SUBTHE� TRANSPORTATION AND DISPOSAL OF SEDIMENTS SHAD. COMPLY WiTH ALL APPLICABLE LOCAL. STATE, AND FEDERAL AND APPROVED WITH OUT PRIOR CONSULTATION OF THE OWNER AND THE PROJECT ENGINEER. ANY CHANGESPROMPTLY REMOVED B) APPLY FERTILIZER AT A RATE OF 650 LB PER ACRE OR 14.9 LB PER 1.000 SF. REGULATONS. THE OWNER AND THE PROJECT ENGINEER SHALL. IF DEEMED UNACCEPTABLE BY EITHER PARTY. BE APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) BLEND RiPRAP CONSENT OF - 6, NO DISPOSAL OF MATERIALS WiLL BE PERMITTED WITHIN THE BUFFER ZONES OR WETLANDS ON THE PROJECT SiTE. THIS INTO SURROUNDING FROM THE WORK AI' NO EXPENSE TO THE OWNER OF THE PROJECT. AT MANUFACTURER'S RECOMMENDED RATE. STANDARDS AND SPECIFICATIONS OF THE LOCAL. DEFT OF PUBU WORKS pf?.7OHIB^TON APPLIES TO TRASH. FILL MJITERW., CONSTRUCTION D®R1S, GRASS CLIPPINGS, COLLECTED LEAVES AND CUT GRADE 12. ANY WORK OR MATT NOT MEETING THE APPROVED STAND pTTH ESL TO THE CONTRACTOR. C) THE DESIGN MIX FOR SEEDING SHALL BE IN ACCORDANCE WITH THE FOLLOWING BpANCHiS tLY REMOVED AND REPLACED AT THE FULL RESPONSIBIUtY AND COST/ TABLE. THE SEED MIX SHALL BE INOCULATED WITHIN TWENTY-FOUR (24) HOURS, 3:1 MAX 3 SHALL BE IMMEDIAT� 7. Sh9�C��"LL WTTN'N BE STOCKPILED AND AROUND AREAS WINCH DRAIN INTO THE SITE STORMWATER MANAGEMENT 1 r 13. THE CONTRACTOR rfHALL BE RESPONSIBLE FOR ALL SITE PREPARATION, THE COORDINATION AND INSTALLATION OF ALL U�UTY BEFORE MIXING AND PLANTING. WITH APPROPRIATE INOCULUM FOR EACH VARIETY. (ALTERNATIVE SEED MIXES SHALL BE APPROVED BY THE ENGINEER ANDIE CONNECTIONS. AND RELATED WORK INCLUDING BUT NOT LIMITED TO ALL NECESSARY SHORING, BRACING AND TRENCH 0 ATEERING FOR CONSERVATION COMMISSION PRIOR TO CONSTRUCTION) THE COMPLETE INSTALLATION OF THE PROJECT FACILITIES DURING CONSTRUCTION. j OA4! AND SEED ARFA,S - ECO-LAWN MIX 14. ALL OPEN EXCAVATIONS BE ADEQUATELY SAFEGUARDED IN STRICT ACCORDANCE WITH OSHA GUIDELINES AND TO E TYPE X BY WEIGHT SATISFACTION OF T1IE LOCAL POLICE DEPARTMENT. PROVISIONS FOR TEMPORARY BARRICADES, CAUTION SIGNS, LIGHTS D OTHER MEANS TO PREVENT ACCIDENTS AND DAMAGE TO PROPERTY ARE THE RESPONSiBIUTY OF THE CONTRACTOR. THE CONTRACTOR SHALL "CINDY LOU" CREEPING RED FESCUE 20 PROVIDE SUITABLE AND SAFE BRIDGES AND OTHER CROSSINGS FOR ACCOMMODATING TRAVEL BY PEDESTRIANS AND WORKMEN. NO "FENWAY" CREEPING RED FESCUE 15 BLEND RIPRAP INTO SURROUNDING GRADE EXCAVATIONS SHALL REMAIN OPEN OVERNIGHT. "JAMESTOWN N" CHEVANGS FESCUE 15 SECTION B-B' CTION DETAILS ON THIS SHEET FOR ADDITIONAL UTILITY REQUIREMENTS AND SPEGFlCATiONS. "BORNiTO" HARD FESCUE 15 B 15. REFER TO CONSTRU "AZURE" SHEEPS FESCUE 10 16. THESE PLANS HAVE: BEEN PREPARED SPECIFICALLY AS SUPPLEMENTAL INFORMATION TO ACCOMPANY APPLICABLE PERMIT"BOREAL" CREEPING RED FESCUE 10 'm J APPLICATIONS AND ARE NOT INTENDED FOR ACTUAL CONSTRUCTION WITHOUT THE EXPRESSED WRITTEN APPROVAL OF FIELD PROPOSED SECURITY FENCE D/2 +2' (MIN.) APPLIC LIONRING CO., INC-EAPPLICATION RATE 300 LBS./1 ACRE (DETAILS TO BE COORDINATED ENGINESHALL BE GRADED AT NO LESS THAN 3:1. LAND DISTURBING ACTIVITIES WITHIN ANY LANDSCAPE BUFFER�ES SHALL BE 10. HAY OR STRAW MULCH SHALL BE LOOSELY SPREAD TO A UNIFORM DEPTH AT THE RATE OF 4.5 TONS PER ACRE EXCEPT WITH OWNER & TOWN PRIOR TO t 17. ALL SLOPES OVER CERTAIN SELECTED SEEDED AREAS WHERE 2 TONS PER ACRE SHALL BE USED AS DIRECTED BY THE ENGINEER t KEPT TO A MINIMUM. NO STOCKPILING OF RESIDUALS WILL BE ALLOWED WITHIN ANY LANDSCAPE BUFFER ZONE AREAS OR DESIGNATED CONSTRUCTION) 5 NO DISTURBANCE AREAS. AND/OR THE PLANNING BOARD. A HYDRO -APPLICATION OF WOOD OR PAPER FIBER SHALL. BE APPLIED FOLLOWING PRAP 18. IN THE EVENT AN INCONSISTENCY BETWEEN THESE SPECIFICATIONS AND THE LOCAL D.P.W.. THE LOCAL D.P.W. SPECIiCAl10NS SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS WILL BE USED ON HAY MULCH FOR WIND CONTROL. O IPA SHALL GOVERN.. 1]tF CONTRACTOR SHALL OBTAIN ALL APPLICABLE SPECIFICATIONS FROM THE LOCAL DEPARTMENT OF PUBLIC WORKS. 11. ALL. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SiTE IS STABILIZED TO THE 20-0" SATISFACTION OF THE PROJECT ENGINEER AND/OR THE CONSERVATION COMMISSION. D/2 +2' (MIN.) 12. ADJACENT PROPERTIES WILL BE PROTECTWITH HAY BALER AND/OR SILT FENCING INSTALLED AS SHi`N ON 10'-0" MIN. PROTECTED O" THE DRAWINGS. ADDITIONAL HAY BALES OR SAND BAGS SHALL BE LOCATED AS CONDITIONS WARRANT OR AS B' , . I f 3'-0" LEEND EXISTING PROPOSED INTERMEDIATE CONTOUR 42 � INDEX CONTOUR 40 � - -gm-SPOT ELEVATION :r2J4 x F123.4 SEWER MANHOLE DRAIN MANHOLE --- m'---- -------♦------- ROff DRAIN 0 CR CATCH BASIN -----d --�-� SIRED END RIP: -RAP UN!?ERGROUND WATER --- sr----- --- W ----- WATER FIRE SERVICE, ---�------ G W,& R DOMESTIC SERVICE ---DS----- Hyf`3RANT WG_, WATER GATE -- -Q ---- -----►� - -- TEE Z TAPPING SLEEVE & GATE ---------- VA!.VE cc GO GAS GATE UNERGROUND GASUNE UNDERGROUND ELECTRIC, ------ ., ----- ----Ejf/C------ CAPLE & TELEPHONE U&T POLE � UTILITY POLE o� G GUY WIRE a -r OVERHEAD WIRE ---- - ----- HANDICAP RAMP NC CONCRETE BI'f _JMINOUS CONCRETE BITTCO NC r TREE TREE LINE BUILDING CONCRETE CURB - - - - - - - ear BIT CONC BERM POST & RAIL FENCE o CiiAIN LINK FENCE -X X X SIGN �S S SOiL TEST PIT 7Ps BORDERING VEGETATED Wt: TL.AND & FLAG NO. WrTL.AND PROTECTION ZONE -------------- 2'-0" STONE CHECK DAM MODIFIED ROCK FILL MASSDOT SPEC. M2.02.0 O 6" MIN. DIA. _ 4 SEE PLAN `ti• r? 12" (MIN.) \MOW \_ I FILTER FABRIC AMOCO 4545 OR EQUAL 3/4" TO 1-1/2" CRUSHED WASHED STONE STONE CHECK DAM DETAIL w (NOT TO SCALE) uo zI a w 001 a co DIRECTED BY THE PROJECT ENGINEER AND/OR THE CONSERVATION COMMISSION. 2 -6 5 -0 x 2 -6 PLAN 13. TEMPORARY HAY BALE EROSION CHECKS OR FILTER FABRIC GRATE INSERTS SHALL BE PROVIDED AT ALL DRAINAGE 6" DENSE GRADED - CRUSHED STONE MASSDOT STRUCTURE INLETS DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION AND SATISFACTORY STAR'UZATION OF DISTUi RED AREAS, THE CONTRACTOR SHALL CLEAN ALL CATCH BASiN SUMPS AND DRAIN INVERTS. 4" LOAM & SEED CAP SPEC M2.01.7 COMPACT TO x 95% MAX. DRY DENSITY HD)PE PIPE HDPE FE 12" PIPE DIA. X 10 14. THE CONTRACTOR MUST REPAIR OR RESEED ANY AREAS THAT DO NOT DEVELOP WITHIN THE PERIOD OF ONE YEAR AND FINISH GRADE AS SPECIFIED SHALL DO SO AT NO ADDITIONAL EXPENSE TO THE OWNER. OR AS SPECIFIED FINISH GRADE 15. THE NORMAL ACCEPTABLE SEASONAL SEEDING DATES ARE APRIL 1ST THROUGH DUNE 15TH AND AUGUST 15TH THROUGH ETE SPLASH BLOCK SLOPE AS REQ D �� SEPTEMBER 30TH. i ( PSI. TROWEL FINISH) 16. STOCKPILES OF TOP SOIL SHAH. NOT BE LOCATED NEAR WATERWAYS. THEY SHALL HAVE SIDE SLOPES NO GREATER SEE TYPICAL THAN 1:1. DETENTION__�/ 8" GRAVEL BORROW BASE �� 6» BASIN SECTION COMPACTED MASSOOT SPEC. M1.03.0 TYPE A MULCH AND MULCH ANCHORING SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY MULCH Lomo mu=8 BATE (1,000 S.F. MiLD SLOPES LESS THAN 3:1 STRAW OR HAY 200 POUNDS ROAD SECTION AT = HIGH WIND VELOCITY AREAS SHREDDED OR CHOPPED CORNSTALKS 200-275 POUNDS ACCESS ,t�„� 0D ANCHORED STRAW OR HAY (1) 200 POUNDS ! MODERATE TO HiGH VELOCITY AREAS JUTE MESH OR EXCELSIOR MAT AS REQUIRED DETENTON BASIN STEEP SLOPES GREATER THAN 3:1 JUTE MESH OR EXCELSIOR MAT AS REQUIRED NOT TO SCALE- CAREFULLY COMPACTED ip BACKFILL (1) A HYDRO -APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING G SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS SHALL BE USED COMPACTED SUBGRADE ON MAY MULCH FOR WIND CONTROL. SELECT GRAVEL MASSDOT SPV M1.03.0 ►rt1LCH �IR11YG SECTION A -A' &MCEI ANCHORING MAY BE ACCOMPLISHED WiTH PEG AND TWINE (1 SO. YD/SLOCK); MULCH NETTING (PER MANUFACTURERS 10'-0- MIN. SEE PLANS FOR WIDTHS SPECIFICATIONS); WOOD CELLULOSE FIBER (750 LBS/ACRE); OR CHEMICAL TACK (PER MANUFACTURERS SPECIF)CAMONS). ( ) AREQ END 'AND RIPRAP AT ALL PIPE ENDS EROSIO CONTROL NOTES DURING CONSTRUCTION NOT TO SCALE 6" DENSE GRADED I. CONSI2UCT{ON ACTIVITY EXECUTED DURING THE WINTER CONSTRUCTION PERIOD BETWEEN NOVEMBER 1 THROUGH APRIL ] 5 CRUSHED STONE MASSDOT 1. RIP RAP SHALL CONFORM TO MASSDOT SPECIFICATIONS M2.02.3 �. BE SUBJECT TO THE FOLLOWING ADDITIONAL REQUIREMENTS. `:SPEC M2.01.7 COMPACT 70 ) � 2. W1N7E'R EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS VrTTHOUT 95% MAX. DRY DENSITY STABILIZATION AT ANY ONE TiME. FINISH GRADE AS SPECIFIED j 3. EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED iN ONE DAY PRIOR TO ANY SNOW EVENT. 777777777777 4. CONTINUATiON OF EARTHWORK OPERATIONS ON ADDITIONAL AREAS SWILL NOT BEGIN UNTIL THE DTOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO AREA IN EXCESS OF ONE ACRE iS WITHOUT EROSION CONTROL PROTECTION. j 5. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH 8" GRAVEL BORROW BASE' STRAW OR MAY AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE COMPACTED MASSDOT SPEC. M1.03.0 TYPE A 6. BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WiLL NOT BE PERMITTED. DURING PERIODS OF SUBGRADE COMPACTED TO 95% MAX. DRY ABOVE FREEZING TEMPERATURES, THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WiTH MULCH OR DENSITY WIDTH AS TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FiNAL TREATMENT CAN BE APPLIED. SPECIFIED TOP BASIN EL. VARIES IF THI DATE IS AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEEN LOcAMED, FINALGRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 TO 300% HIGHER THAN SPECIFIED FOR PMMANFNT SEED GRAVEL ACCESS ROAR• AND i 12" �l AND 'THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER. ALL EXPOSED AREAS SIJA L BE PARKING AREA SECTION 6" IN, qk RIPRAP OR MODIFIED 1L�P O CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE J R CKFiLL AS SPECIFIED ' APPLICATION OF MULCH. SLOPES SHALL. NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TiME OF WORK SUSPENSION UNLESS TREATED iN THE ABOVE MANNER. NOT TO SCALE I i I EL: AS SPECIFIED O UNTIL SUCH TiME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WiTH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF HAY BAAi/SAND BAG CHECK DAMS. 7. BETWEL-N THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHAD. BE ANCHORED BY EITHER „ PEG TINE, MULCH NETTING, ASPHALT EMULSION CHEMICAL, TRACK OR WOOD CELLULOSE FIBER. 6 MIN. DEPTH SELECT � ` SLOPES EXPOSED TO DIRECT WINDS, AND FOR ALL OTHER SLOPES GREATER THAN 8%.EW MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% , FOR GRAVEL MASSDOT `SPEC. M1.03.0ECTION Vi SI MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WiTH SLOPES GREATER THAN 15% AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8X. EMERGENCY 'OVERFLOW SPILLWAY 8. ALL EROSION MITIGATION SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE ACTIVITIES ON THE SITE. NOT TO SCALE 18' WIDE PAVED DRIVEWAY NET SUPPORT NET PROPOSED 1 1/2" WEARING WOOD FENCE POST FILTER SECURITY FENCE COURSE TYPE 1-1 O 8' O.C. FABRIC (SEE PLAN FOR LOCATIONS) STAKED TOP OF ]2" GRAVEL BORROW HAYBALE EMBANKMENT G 10'-0" EL. VARIES DETENTION SLOPE AS SPECIFIED BACKFlLL?~ 3 STAGE I (SEE PLAN) •ti ROCK FILL SPILLWAY SPILLWAY Cr ::. 77 OVERFLOW 'EL. VARIES �-COMPACTED 1 = �- (SEE PLAN) A E SUBGR D w. � s -.* 2 BI ER COURSE EARTH TYPE -] NATIVE �BANKMENT SOIL ` 1. GR VEL BORROW BASE SHALL CONFORM TO MASSDOT STANDARD SP gFlCATIONS FOR GRAVEL SORROW SEC. M.1.03.0.'TYPE B COMPACT 4 LOAM & SEED J .,x " PROP HDPE OUTLET CULVERT TO 95% MAX. DRY DENSITY IN G" MAX. UFTS. TYP. SIDES & PROP FE (REFER TO SiTE PLANS FOR 2. BI . NODS PAVEMENT SHALL (,'ONFORM TO MASSDOT STANDARD BOTTOM INV. VARIES SiZE AND INVERT INFORMATION) PROP FE SP CIFlCAT{ONS FOR CLASS 1 TYPE I-1 BITUMINOUS CONCRETE PAVEMENT TYPICAL }-LAY BA (SEE PLAN) INV. VARIES SE 460.2. SUBMIT JOB -MIX i-ORMULA TO THE OWNERS REPRESENTATIVE (SEE PLAN) F APPROVA>. �l FENCE DETAIL CROSS SEC310N NOT TO SCALE DETENTION BASIN .._ (NOT TO SCALE) NOT TO SCALE Revisions No. Description Date' Appvd. kate 5110112 I kale AS NOTED I Prawn By RMS Designed By RRR Che ced By RR 'Psued For PERMITTING (I �A OF �JAssq i o RICHARD R. RiCCiOIIi+ I CiVI No. 4 8 8 ` 9CG�Q 9 �� S� PA I RECEIVED SAY 10 2012 DARTMOUTH CONSERVATION COMMISSION F_ z WW G CL J W W W O 0 W _ Q V U) 0 0 W co CO Q ® LLJ 0 CL ® 2 `Q ct' 2 ®' Q CL W 0 0 Qrawing Title GENERAL NCOTE4 & DETAILS fIroject No. 1904 Sheet 2 OF I i N-1 i RAL NOTES: GENE TO TITLE SHEET FO R LOT NUMBERS. REFER ,' ,,..' � • > �� ,,,''` LOT NUMBERS REF ER TO SUBDIVISION 1= . EXISTING INTERIOR THE SUBJECT PARCELS �'" MAP AND LOT REFERENCES OF ASSESSOR'S /.- 3 4 AND 6A 6B'SHOWN FOR REFERENC E PURPOSES LOT LINES ON ARR AY LOTS 2, � � 1 r (LDING PERMIT. Y AND WILL BE RESCINDED PRIOR TO APPLICATION FOR BU AND SUPPLEMENTED BY NS TAKEN FROM RECORD DRAWINGS "�' • ' . EXISTING CONDITIONS -D..IE � � RED BY COL -EAST, INC. AND ARE NOT ' } ' Y MAPPING PREPARED t AERIAL TOP BY FIELD ENGINEERING CO. INC. AN ON THE GROUND FIELD SURVEY RESULT OF \\ le D BY THE DARTMOUTN EN CONFIRME R ��\ 3. WETLANDS SHOWN ON THESE PLANS HAV fr/� O SE 015-2037. R \ / , R DEP FILE N \ \ `l \ ``�. `.A-._._.'-1_—. _ • � CONSERVATION COMMISSION UNDE O GA GUERRA\\ \ \ _ ` s •' ty i 68/11 ROBERT P ©EGRAz1A Q U Q �L r 5 ;�I / 1/175 - l l "31 /176A `�F •, \ \ \\ t \ `\\ \ ••"ti.. r$ \ \ \ • \ t, X _ 1 / ! 24 iYATER___t PE•u f \ • • \ TtA 12 J } 1 1 _ r \ \ \ _ I i \ I \ \--A- FUR %MANUEL t i II \ \ \ \ \ \ 0 ,$ l=, 1, • \,� \ .� \ \ z \ \ -- r I , ,3 Q \ \ 1 \ • \ \ { \ \ \ L&TS 6A 6B \ "'(.'-'"G' ' �--• ' L I �-- !/ i 1 t i� \{ }I 11 'j , - \ • \ '• \ ,t • e \ \\ \ \ \ � ` \\ , 31,459\S. \ i �' ..., A. t 1 , J ► l I t \ • .' .,\ �' o \ \ �� \\ \ ,TOTAL EA = 46. ACR ''— / I ,° /� r t i \ • \, \ • \ \ �\ �\ \ TOTAL UP ND 3 .3t A\CRE,S \ { ! // 1 /I r' 1 { I \ • \ • , \ . \ \ \ .� ` \ \ (N N— ON1T OUS) \ } ! AR \ t rtr /ARRAY T 1/ I l iry / `� i { (� ; \ \ • �, \ \ \ \ \ \ \ , >- t I I PROP OS D Fed RE 0' 0 i { i P . , I /XPANS ,ON/AREA) 0 I f/ 422,8 7 S.F. Q / •\, ,\ \ •\ �• ' \\ \ \ r� J TOTAL AR �A 9.71 AgR 0 / / / ' , J / f R Y LOTS �/4 / / `� 1 j 1 I TOTAL ND�- 9.7t �A / / rl // / / 9 7,05 S.F. i { . } • , \• \ \• ♦ \ �\� .` \\ � \ I w i / TOTAL R i = 21 t3 ACR S ( '\ \ \ \ \ \30, i TOTAL/ ND = 16.0t AC ES i } \ 600 -- L_. 0 \ \ g \ \ t IIF I � o / / I � �U e • � �, \ ,/ \ , �.,,, ......'""\ ` I i I i MAR )VET A. I Q / / / ' .- .}.._ _...'�— I •\ , \ � • � � \ \ � �-- .,.- I TOME. ' x } •' 6819 Q / I , — o . \ \ \ I 0 it \ YAGNESH H. &SEJAL PATEL 6819 t • • Jf • F / I 1 b 000�o YAGN SH H. &SEJAL A7FL IF 0 ! I I / / 1 ` .\ • s ' ® • ' •° e • ' • , • , , I • • •I , • , • e• ♦ \ • ° ', , •` ' • I • ` `� 9 • , 6818 1 0 , Q ,' .• I• i ,' �� °• � ,•I, ' jl WA WE BRA AN RIJO E 168 1 .� , ,1• \\/ • , • , l , \ 68/7 VIF • �' 1\ \\ \ I \ Pf i i 67/9 `.° 1 FAY L WIL DAMS & DEBRA ANN RIJO • \\ ��\ ��i r' �( ; DARTAIOUTH POKW ASSOCIA770N \ I I r UMITED PARTNERSHIP I • ' • \ } ! } I \ (y \ 0IF Ilk t -.." � ,may-----\ • . \ \ • • • , • • , • , • 6815 NIF • \ \ , ' • , _ \ \ \ \ — — E"/ X \ • \\ I • I .,.� - I y RAHIM AGHAI, TRUSTEE 60VOUIM GAS 1RANSit//5S rav � � \ t EASEMENT � � ....-- A\ ° Revisions ff' I i �I f' M� Ili I�I No. Desaipui n Date Appvd. Date 5/11)/12 Scale ,� '�=�I100, Drawn By RMS Des! ined By fi �,RR Checked By RMF Issued For PERMITTING t� A OF, �qss RICCI( Ill.ml o CIVr r No. 45� a9 9p FGP T IR Ir Ir � 1� REC" EIVED MAY CONSERVAT4 10 2012 1- NaOMMISSION z W U oELF J 0 W < W r W 'J 0 Z W w = ® 0 W t 3:al; Fo a V cn a �n Q J V Q _ J _J Q 11. Q Q _ LL c G O Q EL 00 Drawing Title EXI;:)TING 7 CON['')ITIONS Project No. Sheet 1904 3 OF 6 i e i ARRAY LOTS 3/4 937,935 S.F. TOTAL AREA = 21.53 ACRES / TOTAL UPLAND = 16.0t ACRES RETAIN EXISTING PROPOSED EQUIPMENT PAD LOCATION VEGETATION ALONG P� ENERGY ROAD (COORDINATE EXACT \� AND SUPPLEMENT LOCATION WITH OWNER PRIOR TO CONSTRUCTION) �P f WITH SCREENING PLANTINGS AS NECESSARY /(LANDSCAPE PLAN TO BE REVIEWED Y BUILDING DEPT. AND TOWN PLANNER PRIOR TO CONSTRUCTION) 67/12 N/F MANUEL P. FURTADO ROPOSED SOLAR PANEL ARRAY L CATION (EXACT CONFIGURATION 1' OLAR PANELS AND EQUIPMENT /uF PAD LOCATIONS TO BE WITH OWNER PRIOR /COORDINATED TO CONSTRUCTION) ARRAY LOT 2 (PROPOSED r(JTUIZE 1 EXPANSION ARE) . 422,897 c$.F. TOTAL AREA = 8:71 ES I TOTAL UPLAND = 03 A 0 i j u 1 t I , t I 1 t AREA 0F PRO POSED ., r 1IV E ERI - PLANTINGS,..-. • ; r t \ t SCREENING \ _ /� ♦ r CONSULTING ENGINE ERS / t RETAIN ALL ------ .. EXISTING VEGETATION r �/• .� t r O BETWEEN PROPOSED FENCE \ a \ AND OLD FALL RIVER ROAD •, / ��' ;.'` • r 11D INDUSTRIAL DRIVE \ F'/- , \ C t P.O.BOX 1178 \ RETAIN ALL O �. S t MATTAPOISETT, MA 02739 \\ \� VEGETATION 3.- , 1 5 •- • •. •� 1 TEL: 508 75&2749 \ \ EXISTING VE t ( ) \ \ BETWEEN PROPOSED FENCE '' ..� `` , • l i FAX: (508) 758-2849 r AND OLD FALL RIVER ROAD •• • •,, � � • I OCKER BUILDING � � ': �,,,�'- � • � � THE CR �i t \ - 4 COURT STREET SUITE 104 i TAUNTON, MA 02780 \ .R • TEL. 508 824-9279 t \ B .�, SB �.. x , ` . FAX: 508 824-9276 � \ ,ARRAY LOTS 6A/6 � `. ,; 1 ( ) 2,031,459 S.F. 1 R , TOTAL AREA = ` 46.63 ACRES Ilk 9 , t , Tlevisions I —No. Description Date, l Appvd. ' Date C 5/10/12 [ ...scale Drawn By RMS Designed By RRR Che :ked By IRR Issued For PERMITTING t OFAf,4SS' o� RICHARD RICCIOI{I o CIVIL U No.45$ 3 9 T Q r - a s, ,• \ ,• \ . \` ,' �- ,, J f PROPOSED SOLAR PANEL ARRAY 68110 LOCATION (LAYOUT SHOWN IS N F f' I U . \• • 8 ,, - TYPICAL LAYOUT. EXACT AR / ,\ • \ \• � `' / CONFIGURATION OF SOLAR PANELS MARL ET A. 1 ...x AND EQUIPMENT PAD LOCATIONS TO TOMK/EWICZ fell` _ —j � -- , � BE COORDINATED WITH OWNER PRIOR RECEIVED TO CONSTRUCTION) V------ / , �, --- l �— - .._ — — > >. _.... ,_ • � . \ , � ° \ , • ' ! PROPOSED GRAVEL — _ PROPO ACCESS ROAD (TYP.) {1 PROPOSED TREE LINE Ay t r 2012 (SUPPLEMENTALI PLANTINGS • -' -'-- V AREA BENEATH SOLAR PANELS SHALL BE REQU RED TO J \ • ` TO BE LOAMED & SEEDED WITH MEET SOLAR FARM BY-LAW) DARTMOUTH t J6819-1 SLOW GROWTH GRASS SEED MIX CONSERVATION COMMISSION J • NF YAGNESH H. & SEJAL PA TEL NOPOS• \ ,. •• '. ,, '. I • J D SECURITY FENCE AOUNDEENTIRE NSTALLATIO z J ` •J I. CE DETAILS AND GATE L LOCATIONS TOWN N/F 6819 W � • ' BE�OOR YAG ESH H. & SEAL PATE \ - J I , (' PRIOR TO CONSTRUCTION) 000 J • '� .CL-' PROPOSED •� I J, HAYBALE/SILT FENCE J (TYP.) \ , � � •' � ' (' PROPOSED W i ! / —� — O • ' (` 1 I HAYBALE/SILT FENCE 68/8 W rN / AREA BENEATH SOLAR PANELS • • , J• I • # R/JO _ J � � TO BE LOAMED &SEEDED WITH WA E M. &DEBRA ANN J J LOW GROWTH GRASS SEED MIX ` J l I J • Q • to d_ 6817 ° LNL • / O/ C W NIF • \ ) \� 'J I. J J FAY L. MLLIAMS & DEBRA ANN RIJO C W W 0 6719 • \ ` J " ti DARTMOUTH POKER ASSOCIATTAY �� _ Drawing Title \ ( UMITED PARTNERSHIP J x • AREA'OF PROP,09ED' �* i I •� . ! _ SITE LAYO>.�T � s i �Nc � . SCREENING PLAty i $ ! • i i PLAN / , • �,,� \ k `00 x Project No, Sheet i 6815 PR 0 TREE IN ` j \ � , ..r- _---\ . : \ \\\ � � J♦ �J J _ i rn —`FSUPPLEM LAN Op SECURITY FENCE \ . \ .� ' ' I SHALL B ED s A ND ENTIRE INSTALLATION \\ : \` .\ J J. N/F ACCORD TH FENCE DETAILS AND GATE LOCATkNS� � �. RAH/M AGHAI, TRUSTEE O , S AR FARM B z - ( COORDINATED WITH OWNER D \\It %•' J. j L. 1 � "TOWN RIOR TO CONSTRUCTION) \ • \ I _ w � � .' • ` utLG00Y0K/1N +r+l$ %?AAI/$90Y Ei4Sf>iIE7V7' I N o a 0 w w co m A tummNGINEERING' CtJ., INC. CONSULTING ENGINE ERS j I I 11D INDUSTRIAL DRIVE P.O. BOX 1178 MATTAPOISETT MA 02739 TEL: (508) 758-2749 FAX: (508) 758-2849 THE C ROGKER BUILDING 4CO URT STREET SUITE 104 I� TAUNTON, MA 02780 DEL: (508) 824-9279 r AX: (508) 8249276 l l j*visions''i �I 4 j-, n�. Description Date 4ppvd. Wlie - 5/10/12 sole 1 °=50' Dawn By RMS Designed By RRR Checki By RRII joed For PERMITTING MITTING t� OF �ht A, S o� RICHARD R. RICCIO tit o CIVIL co o. 458 9� L of 2 RECEIVED r MAY 10 2012 DARTMOUTH CONSERVATION COMMISSION ICI k� Q �- Q l J W F�'I LIJr®06 � v1 �I Q W W F- Ll 111 001 1 Drai ng Title SITE GRADING I PLAN Pro =ct No. Sheet i 1904 = 5 OF 6 I 1 i li IIELD NCINE RINC: C O., INC. CONSULTING ENGINEERS i 11D INDUSTRIAL DRIVE P.O. BOX 1178 MATTAPOISETT, MA 02739 TEL: (508) 7%2749 FAX: (508) 758-2849 THE CROCKER BUILDING 4 COURT STREET SUITE 104 TAUNTON, MA 02780 { TEL: (508) 824-9279 FAX: (508) 824-9276 Revisions �pp �I I No. Description Date! Appvd. date 5/10/12 7aie u 1 "=50' Drawn By RMS Designed By RRR Chee ced By F ill RR rued For PERMITTING OF d94'q' o� RICHARD R. RICCIO III `ram o CIVIC. No.4 9 , .o F�Gt T N ll�' D012 E H MISSIOG I F' j z W o' J 0 W `S J w Z W W 0 W 0s _ W 0 W '� Q L] w i? 0 <C ; o IL F' LL W 00 e1rawing Title SITE GRADING PLAN crroject No. Sheet 1904 60FE IJ �2 r 12 12012 01Z0101 F 011 N E } e- L�{_ fl„Ta � FiL � ..3L I EXISTING 13.2KV OVERHEAD EXISTING NSTAR RECLOSER AT ROW TO 1541 UNE, OLD FALL 30 FEEDER l //#541 ) i B I RIVER ROAD ROLD FALL RIVER ROAD, DARTMOUTH, MA CONTINUED ON DRAWING E-I ETasnNG i R POLE¢531/169 R POLE EXISTINGEX#5315� POLE#531/171 I NEW NSTAR RECLO uc �sER I EXISTING RISER POLE.rd+CORNER OF OLD FALL RIVER UG RISER L A { ROAD AND ENERGY ROAD PROPOSED NEW PRIMARY 1 I RISER, BY NSTAR TO l�E10511t� NSTAR UO 13.2KV EXIRI ER D Y NSTAR K ON ' STATION SERVICE FEED TO ENERGY ROAD USING SPARE ' ( DARTMOUTH ENERGY PLANT CONDUITS PRIMARY CABLE BY NSTAR TO LOT 3/4 PV SYSTEM, SEE DRAWING E-1B NSTAR _ ` POINT OF _ . _ . _ . �FV-Si'S1iY • j • Ctii�ildQh! OOUPLiNG �C.C.S NSTAR PADWW REMM :T3)CT'S F1zMETER MEMW T IM, 200A CLASS CUSTOMER TO PROVIDE PHONE LINE TO METER FOR UTILITY ACCESS (3)p-rS k2MA 3-1/C #1/OAWG AL, 15KV EPR INSULATED, POWER CABLE IN 2-4- PVC CONDUITS I OQA AIR -INSULATED 15KV LOAD -BREAK DISCONNECT, LOCKABLE BY NSTAR, 24/7 2DM ACCESS PROPOSED RELAY SETTI DEVICE PICKUP TIME DELAY 3-1/C #i/OAWG AL, 15KV EPR INSULATED, ---� % 65 CYC 27-1 88 POWER CABLE IN 2-4- PVC CONDUITS 27-2 88% 117 CYC 59-1 110% 57 CYC 59-2 120% 6.5 CYC 200A 81U-1 57.OHZ 6.5 CYC NEW PADMOUNT SWiTCHGEAR, LOAD —BREAK 81U-2 58.5HZ 100 SEC LOAD —BREAK 15KV, 600A DISCONNECT 810-1 60.5HZ 6.5 CYC 59HPi 100V 117 CYC DISC, 15KV CUSTOMER TO PROVIDE ACCESS AND CONTROL 60:1PT(3 MANUALLY- (SETTINGS INCLUDED 3 CYCLE ESTIMATE OF MAIN SWITCH TO UT81TY OPERATED CONTACTOR OPENING TIME) i MF 27 59 MULTi-FUNCTION (MF) RELAYS TO HAVE THE FOLLOWING PROTECTION: 81 5qi 04RCURRENT (50/51)� t0O:5CT(3) OVER/UNDER VOLTAGE (27/W 51 50 OVER/UNDER FREQUENCY (810/U)� VACUUM 3V0 GND OU%%TAGE (59N) imp INTERRUPTER SWITCH TO BE S&C VISTA PADNOUNT 15KV, 600A SYITTCHGEAR %ITH SEL-351A RELAY 1� 5KA LOT #2 ' PRWECT LOCATION 3-1/0 #1/GAWG AL, 15KV EPR INSULATED. 41'40'38,70?t 71'00'00.92i�! POWER CABLE IN 2-4 PVC CONDUITS t 01 1 VONSTRUMN CO T 2 � LO ,I 3892 PANELS 240 WA �1 !� ; `ti; WATTS ELuct 934.08 KW DC TOTAL j 750.00 KW AC TOTAL DC DISCONNECT ... 25OKW YO&DtL W INVERTERS SWITCH WiTH AE SOLARON 25" AC DUSCM!,ECT I STRINGSUB-COMBINER mum SWITCH TRANSFORMER BUILDING DEP�I WA �I�T T 0C Mo REC2ocu FUSE LEER LO NEW 75MA II PADMOUNT TRANSFORMER 13.2KV-480/277V, 3—PHASE 155.66KW POSITIVE PV ARRAY " - 1 IMPEDANCE 5.0% +/-7.5% 649 X 24OW PANELS NEW SfL-547 RELAY (2) 4- COtOUTT WiTH (6) 250KDAJ XHHW-2 ),ND 1-50OLlCM1 XHHW-3 INSTALL SEL547 RELAY EQUIPMENT 'GROUNDING CONDUCTOR, + - TRiP OUTPUT TO WE CUM smc commweep` T € M w� + DC DISCONNECT ONE LINE POWER DIAGRAM ® AMMETER sal SWITCH WiTH AE SOLARON 5OXW AC DISCONNECT �_ 155.66KW NEGATIVE PV ARRAY SUB—OOMBINER INVERTER SWITCH — LBr6—BRFAK WCH 649 X 240W PANELS i 311.36KW POSITIVE PV ARRAY 1297 X 24OW PANELS nn a eaeOOM PM 311.36KW NEGATIVE PV ARRAY 1297 X 24OW PANELS COMBINED LOTS 6A/6B INTO ONE METER REVISED PROJECT SIZE TO 6.750MW AC REVISED FOR AE INVERTERS REVISED PROJECT SIZE TO 5.665MW AC REVISED FOR NSTAR WORK ORDER REVISED SOLECTRIA MSS DWG ISSUED FOR REVIEW DESCRIPTION REVISIONS - 400AWATTHOUR 480V tA1 METER 9S f f• r O + - 600A WATTHOUR 480V METER 9S NEW SEL-547 RELAY INSTALL SEL547 RELAY TRIP OUTPUT TO INVERTER FUSE. SIZE AS INDICATED y�M/ ® VCITLEffFR SWITCH SQE AS I DiCATtD DEVICE NO. DESCRIPTION M/VA Y} DE1TA GIiD DRY TYPE TRAM FORIEil Y INDICATES SQL, N UNDER VOLTAGE RELAY REFER TO DRY TYPE 2 CIRCUIT BREAKERa 271 INSTANTANEOUS UNDER VOLTAGE RELAY iRMUDWtLR SDi DULE A ---•— OVERHEAD 32F FORWARD OVER POWER RELAY ZEC AETER (2) 4- CONDUIT WITH (6) 5OOKCMIL_j XHTLW-2 AND 1-#1/0AWG XHHW-2 EQL.TiPMENT GRWNDNG CONDUCTOR, www-OUT CP a WENU *-7 — tJGfitRtaC ARREM 32R REVERSE POWER RELAY UNDERGROUND 0 IaRx-IaY p pqU lA 46 NEGATIVE PHASE SEQUENCE OVERCURRENT REELAY CL0ENT TRMSFORMER + CABLE TERYtIAT04 / LOUD ELBOW 47 50/51 REVERSE PHASE VOLTAGE RELAY PRIMARY INSTANTANEOUS / TiME OVERCURRENT RE10f SECONDARY re 51N GROUND OVERCURRENT RELAY POID(W TRANSFORMERR o FUSED CUTOUT 591 INSTANTANEOUS OVERVOLTAGE RELAY SOLD STATE TRIP UNIT 59T 60 TiME OVERVOL.TAGE RELAY VOLTAGE BALANCE RELAY GROUND }� d GROUP AR (GOAB) SWITCH 81/0 OVERFREQUENCY RELAY U UNDERFREQUDO RELAY O REVENUE HETER (BY UTIL" 0 AYLIETTER A200A 200A LOAD BREW EIX S V L V r M L L R ll V c rt rw/-w rr V r 6.750 MW(AC) ONE -LINE DIAGRAM E-11 1 A _�� ®�2 GRAPHIC SCALE DARTMOUTH MAS�ACHUSETTS SIZE: D' REV: 6 .. I i i i CONTINUED ON DRAWING E-1A I 41'40'35.91'N z,uuu nn nk' iwnL 70'59'53.30'W 4 X 50OKW INVERTERS 1 X 2.OMW SOLARON POWER STATION 14 MODULES PER STRING SOLARON 2.0 MW POWER STATION 744 STRINGS j, DC DISCONNECT AC DISCONNECT AE SOLARON 50OKW SWITCH WITH SWITCH INVERTER SUB -COMBINER (1) 1' CONDUIT WITH (2) /8A XHHW-2 AND 1-11GAWG XHHW-2 EQUIPMENT GROUNDING CONDUCTOR, 600A ± + _ 480V cases xx amim" ox rN Rss WN RW T1 +15WA TOM FROM UNDERGROUND— _ _ _____—_—____--_ _—� 48MPI SYSTEM, AND POLE _ — — — — — 120 2M sic PV #531/170 SEE DRAWING (2) 4- CONDUIT WITH (6) 500KCMIL t/ t 312.48KW130X 240HW PANELS E-tA PRIMARY CABLE BY NSTAR—1 PROPOSED NEW 15KV EQUIPMENT ROUNDING�CONDUCTOR, 20 40V INSTALL SEL547 RELAY ' TRIP OUTPUT TO - + RA MC8 INVERTER "n sew` cma" sm NSTAR ' POiNT OF _ . _ . _. _._._.�J35'S'f11—COMMON (-OUPUNG�C.� - DC DISCONNECT AC DISCONNECT AE SOLARON 50OKW SWITCH WITH 312.48KW NEGATIVE PV ARRAY SWITCH INVERTER SUB -COMBINER 1302 X 24OW PANELS II, rg}�S i uE (6) 500KCMIL TER 75MEW"rlart7 ! EQUIPMENT D 1- /O IsAWG XHHW-2 - + - la. 200A a as CUSfOME}i TO PRWIDE PHONE LINE TO METER FOR + 600A unLRY ACC13S (3)Pi'S 480V ea rnsm eca 601 iN R� rnN Rs�s -0 + arse+ _ I TRANSFORMER 3-1/C jI/OAWG AL, 15KV EPR INSULATED, --� POWER CABLE IN 2-4' PVC CONDUITS 1/ 1 sa p 3121302 POSITIVE PV ARRAY 2oa+� 1302 X 240W PANELS AIR-1N4AATID 15KV 125A NEW SEL-547 RELAY LOAD-EFJc X � INSTALL SEL647 RELAY LE TRIP OUTPUT TO - + DISCtk,N�T, LOCKABLE fit; ; �t tw 24/7 200A `.". DtsC INVERTER ACCESS r- �►� Rea FM 200A - + 3-1/C j1/OAWG AL. 15KV EPR INSULATED, NEW 2000KVA OLI-FlLLED TRANSFORMER DC DISCONNECT POWER CABLE IN 2-4' PVC CONDUITS 13.2KV-480/277V. 3-PHASE AC DISCONNECT AE SOLARON 500KW CWITH 312.NEGATIVE PV ARRAY 2DDA IMPEMNCE 5.75% +/-75% SWITCH INVERTER SUB -COMBINER 11302 302 X 240W PANELS NEW PADMOUNT SWITCHGEAR, 15KV, 600A Y 1 LOAD -OAK DISCO!dNrCt �i OVERHEAD UNDERGROUND —•--�=ate PRIMARY SECONDARY j ONE LINT POWER DIAGRAM ® ,MAM sm ��-- SUE AS 11�lCAiID 0 Vt1LTiETER w /� y W1, VOLTIEU swu �,�W SM ) WICATED IOW A M 7 i crxES SIZE, ORY TYPE 7w7oRIER• ^� clem BREAKER �kisman S DRY m)UIE TR BRhrirl-OIJf gRg1iT BfIFJJKER .IF-7 T-- LIGfiR#NG 1 ROM Ki KELK-HEY MriER1.00K L.A. a�rrt"'€NT TRANSF4ftMlER i► CABLE TER1EiAT10N / LAtiD ELBGW --� �— POlt TRANSFORMER ,X. FUSED CUTOUT SOLD SPATE TRIP UNIT , _ c�ouP AR (cx>Ae) s,�rrc;N �cNNio ftl� _ RLVENUE METER (BY Uw ® Am'UF ER A200A 200A LOAD BREAK ELBOWS r 6 COMBINED LOTS 6A/6B INTO ONE METER 8/31/2012 REVISED PROJECT SIZETO 6.75OMW AC 5 7/5/2012 REVISED FOR AE INVERTERS 4 5/24/2012 REVISED PROJECT SIZE TO 5.665MW AC 3 5/17/2012 REVISED FOR NSTAR WORK ORDER 2 5/14/2012 REVISED SOLECTRIA MSS DWG 1 9/28/2011 u ISSUED FOR REVIEW 0 9/2712011 DESCRIPTION No. DATE li REVISIONS CUSTOMER TO PROViN ACCESS AND CONTROL 60:1PT(3 MAN"- ( (2) 4- CONDUIT WITH (6) M'CMIL + OF MAIN SWITCH TO UTILITY OPERA. XHHW-2 AND 1-11/OAWG XHHW-2 600A + EQUIPMENT GROUNDING CONDUCTOR, 9 480V n Own xx cc�sec emc �uN Rsa IItATi-FUNCTDON (MF) RELAYS TO HAVE THE PROPOSED RELAY SETTINGS: - FOLLO�iG PROTECTION: 61 W DEVICE PICKUP TIME DELAY OJ17�R1M (50/51) 100:5CT(3} 27-1 50% 65 CYT: P3912.,48KW OVER/UNDER VOLTAGE (27/59) s1 s0 27-2 88% 117 CYC z7 POSITIVE PV OVER/UNDER FREQUENCY (810/U) VACUUM 59-2 120% 6.5 CYC X 2SIM 3040WPANELS 3VO GND OVERVOI.TAGE (59N) TRIP INTERRUPTER I $11.1-1 57.OHZ 6,5 CYC (2) 4' CONDUIT WiTH (6) 500KCMIL �, NEW SEL-547 REPAY SWITCH TO BE S&C 1RSiA PAD!IOUNT 15KV, 600A 81U-2 12.5KA 58.5HZ 100 SEC ' XHHW-2 AND 1-11/OAWG XHHW-2 INSTALL SELRELAY { SWTTCHGEAR WITH SEL-351A RELAY 810-1 605HZ 6.5 CYC EQUIPMENT GROUNDING CONDUCTOR, TRIP OUTPUT TO _ + 1 59NP1 100Y 117 CYC I INVERTER CYCL (SETTINGS INCLUDED 3 E BITMATE ( m um FURS f CONTACTOR OPEIM TUE) _ + 3-1/C /i/OAWG AL. 15KV EPR INSULATED. DC DISCONNECT POWER CABLE IN 2-4' PVC CONDUITS AC DISCONNECT AE SOLARON 50OKW SWITCH WiTH 31248KW NEGATIVE PV ARRAY SWITCHtN7JERTTER SUB -COMBINER 1302 X 24OW PANELS 2oa R£C LETER :1 CusTown R2 P (3)CT'S PRLVN 75:5 i ar I 600A ± + _ 1 9S 150. 2oa C cS PROPOSED RELAY SETTINGS: 480V �emt DEVICE PICKUP TIME DAY �� 27-1 50% 6.5 CY'4C r6Z , 27-2 88% 117 C 59-2 120% fi6.5 MCC i t 312.48KW POSITIVE PV ARRAY 81U-1 57.OHZ 6.5 C°'fC 1302 X 240W PANELS I 81U-2 58.5HZ 100 SIC NEW SEL-547 RELAY 810-1 60.5HZ 6.5 Cfo (SETTINGS INCLUDED 3 CYCLE ESTIMATED WALL SEL547 RELAY + p� NO. DESCRIPTION 3-1/C #1/OAWG AL, 15KV EPR t MIATED. BREAKER OPENING TIME) TRIP OUTPUT TO mm POWER CABLE IN 2-4' t'VC CONDUITS I INVERTEROman 27T TIME UNDER VOLTAGE RELAY VOLTAGE RELAY a= 271 WSTANTANEOUS UNDER 32F FORWARD OVER POWER RELAY it 32R REVERSE POWER RIIAYfi 46 NEGATIVE PHASE SEOUENCE OVERCURRENT REAP 312.48KW NEGATIVE PV ARRAY 47 REVERSE PHASE VOLTAGE RELAY 1302 X 24OW PANELS 50/51 INSTANTANEOUS / TIME OVERCURRENT RELAY 51!t GROUND OVERCURfiEM RELAY , 59 INSTANTANEOUS ONEIWTAGE RELAY 59T TIME OVERVOLTAGE RELAY 60 VOLTAGE BALANCE RELAY OVER FREQUENCY FSAY 81/0 UNDER FREQUENCY RELAY IN j PROD. No.. 171 F DATE: SEPT 2011 PV PROJECT DIAGRAM E-1 B MASSACHU�,ETTS LSIZE:' D REd"r: 6 CONDUIT o Tl • • • f•.• €• :.• �•••.•. r • rCONDUCTOR,METM CUSTOMER TO PROVI PHONE UNE TO METER FOR unUff ACCESS _. auuvcvn �.vran rva�rt ��nu�n i i I , asv DC DISCONNECT DER" CIMM AC DISCONNECT AE SOLARON 50OKW SWITCH WITH 1sxv, 20W cuss SUB -COMBINER SWITCH INVERTER (1) 1 CONDUIT WHTH (2) j8A XHHW-2 AND EQUIPMENT GROUNDING CONDUCTOR, 600A . ; 2 4 CONDUIT WITH 6 540KCMLL 48Oy 125r X 24OW PANELS / a•e.•R ax NEW SEL-547 RELAY XHHN-2 AND PANEL EQUIPMENTNT GROUNDING CONDUCTOR, INSTALL SEL547 RELAY 12o/2wv n + - + _ TRI BLE p OOU PUT TO ,� � 3-1/C (4/OAWG AL, 15KV EPR INSULATED, � SEC POWER CAIN 2-4' PVC CONDUITS 20/ 1 1 ae 27 �1VE PV ARRAY i Oman ear I I (2) 4' CONDUIT WITH ((6) 500KCMIL / 300.72KW PO W PANELS 1253 X 2. r� nas XHHW-2 AND 141MAWG XHHW-2 NEW SEL-547 RELAY EQUIPMENT GROUNDING, CONDUCTOR. 1PANEL 24ov DC DISCONNECT ��t INSTALL SEL547 RELAY - + I 301.56KW NEGATIVE PV ARRAY SWITCH WITH AE SOLARON 500KW AC DISCONNECT I 4G1i 1C8 TRIP OUTPUT TO 125e X 24OW PANELS SUB -COMBINER INVERTER SWITCH 200A INVERTER cum m LOAD -BREAK NEW PADMOUNT SWITO CfAR, F PROPOSED RELAY SETTINGS: DISCONNECT 15KV, 600A - + T 2) 4_CONDUIT WITH (6) 500KCMIL DEVICE PICKUP TIME DELAY 60.1PT 3) M 15KV CUSTOMER TO PROVIDE ACCESS A!� CONTROL + XHHW 2 AND 1 1 OAWG XHW 2 27-1 50% 6.5 CYC + _ 600A EQUIPMENT GROUNDING CONDUCTOR, 27 2 88% 117 CYC� OF blltti SWITCH TO lJl'LliY AC DISCONNECT AE SOLARON 500KW SWITCH WflN 300.72KW NEGi1E PV ARRAY 59-1 110% 57 CYC SUB -COMBINER 4W PANELS / Y_ DC DISCONNECT i 480V 59-2 120X 6.5 CYC SWITCH INVERTER 1253 X 2. ttx0°�n�teuc mImPisa` 81U-1 57.OHZ 6.5 CYC 27 se RELAtS + 81U-2 58.5HZ 100 SEC 81 59N MULTI-FUNCTIONFOLLOWING PRROTECCT%: �� THE TRANSFORMER 810-1 60.5HZ 6.5 CYC (2) 4" CONDUIT WITH {(6) 500KCMIL 59NP1 100V 117 CYC 51 so 100:5CT(3) 04ERCUFZFM (50AII) ( XHHW-2 AND 1-1`1/0oAWG XHHW-2 301 '� POSITIVE PV ARRAY u (SETTINGS INCLUDED 3 CYCLE ESTIMATE OVER/UNDER VOLTAGE UNDER FREQUENCY (310 ) _ EQUIPMENT GROUNDING,, CONDUCTOR, 600A + + 125 ) TRIP INTERRUPTER 3V0/ GND OUVOLTAGE (59NjU) a a X 24OW PANELS CONTACTOR OPENING TIME VACUUM 480V NEW SEL-547 RELAY 125A`�' /� SMTSWIT�FJ�R WITH SEL-351A RELAE S&C VISTA Y TRANSFORMER +�, nays INSTALL SEL547 RELAY 1 � 12.5KA + - TRIP OUTPUT TO me MAW 0 FLM 15KV, 600A 3Q0.72KW POS PV ARRAY INVERTER L 2c°►� ■x w - 3-1/C j14/OAWG AL, 15KV EPR INSULATED, > A � - 1253 X 2. PANELS cause eoc �x wss 2D A + NEV 2000KVA I POWER CABLE IN 2-4' PVC CONDUITS F� NEW SEL 547 RELAY DC DISCONNECT OLI-FILLED TRANSFORMER I INSTALL SEL547 RELAY 301.56l�)y NEGATIVE PV ARRAY SWITCH WITH AE SOLARON 50OKW AC DISCONNECT 13.2KV-480/277V, 3-PHASE I I ' I TRIP OUTPUT TO 125r X 240W PANELS SUB -COMBINER INVERTER SWITCH IMPEDANCE 5.75% +/-7.5% 2064 L B DISC INVERTER I � cae•rx ex wm Do.— + E f REC METER cusmum PCDIMNEW 2000KVA + _ 2) 4" CONDLiTT WITH (6) 500KCMIL 75:5 (3)CT'S ara:.vzt OU-FILLED TRMlSfORIRFER DC DISCONNECT WEra13.2KV-480/277V, 3-PfWE AC DISCONNECT AE SOLARON 50" SWITCH WITH 300.72KW NEG,'� PV ARRAY - + 480V EQUIPMENT MINDING CONDUCTOR. I I 1�y a" �T Ass IMPEDANCE 5.75% +/-71.5X SWITCH INVERTER SUB -COMBINER 120 X 2,& PANELS ii z7 s6 / ► (2) e CONDUITXHHW- AND 1 W4,M (6) 500KCMIL 600A + T + _ 301.56KW POSITIVE PV ARRAY (r� I 1256 X 24OW PANELS I I INNG CONDUCTOR, EQUIPMEM GROUNT480V NEW SEL-547 RELAY (2) 4" CONDUIT WITH (6) 5ODKCMIL MR-2 AND 1-#1/0AWG XHHW-2 , I 3-1/C #4/OAWG AL, 15KV EPR INSULATED, I � + INSTALL SEL547 RELAY EQUIPMENT GROUNDING CONDUCTOR, I POWER CABLE IN 2-4' PVC CONDUITS I + TRIP OUTPUT TO ensea •oc INVERTERL.. �.. �. �. .� 1 sa 27 300.72KW POSiVE PV ARRAY ° I Mit tuets°a` UN n,�a ' , 1253 X 2e.! PANELS + - I (2) 4' CONDUIT WIItH (6) 500KCMit NEW SEL-547 RELAY DC DISCONNECT % INSTALL SEL547 RELAY - 3oi.56tei+' NEGATIVE PV ARRAY SWITCH WITH AE SOLARON 50" AC DISCONNECT I XH IPME AND UNIDI OAWG XUHW-2 SUB -COMBINER ILTVERIFR SWITCH EQUIPMENT GROUNi�NG CONDUCTOR, + 1256 X 24OW PANELS .._. TRIP INVERTER oas�x ax � MOO m i � aaa Ff + T + 3-1/C 1410AWG AL, 15KV EPR INSULX ED DC DISCONNECT + _600A POWER CABLE IN 2-e PVC CONDUITS SWITCH WITH AC DISCONNECT AE SOLARON 500KW 300.72KW NEoc'� PV ARRAY 1253 X PANELS 2. SWITCH INVERTER SUB -COMBINER �tn!Y RjW rMOp°�`nrrs•" ii 301 561 POSITIVE PV ARRAY 27 59/ i25t X 24OW PANELS 600A - + NEW SE-547 RELAY 480V u•e�at z� came as INSTALL S0 547 RELAY nu wss as• wa + - TRIP OUTPUT TO HJVERTERcm ausrs +a OM FM rsi wo[s t t sa v 300.721OW POS" t�lE PV MRAY + _ 1253 X 24�"W PANELS NEW SEL-547 R(lAY 301.56K NEGATIVE PV ARRAY INSTALL SEL547 RELAY + 125d X 24OW PANELS TRIP OUTPUT TO _ INVERTER Via« _ + 300.72KW NEG1'VE PV ARRAY 1253 X 24 W PANELS I i 6 8/31/2012 COMBINED LOTS 6A/6B INTO ONE METER PROD. MANAGER: SCALE: TECTA SOLAR PROD. No.: 171 F 5 7/5/2012 REVISED PROJECT SIZE TO 6.750MW AC CHIEF DESIGNER: H OF>iq HORZ.:NONE DATE: SEPT 2011 �,1 - 4 5/24/2012 REVISED FOR AE INVERTERS REVIEWED BY: DATE �, VERT.: POWER ENGINEERS, LLC 3 5/17/2012 REVISED PROJECT SIZE TO 5.665MWAC DATUM: OLD FALL'RIVER ROAD PV PROJECT 2 1 5/14/2012 , REVISED FOR NSTAR WORK ORDER HORZ.: 37 Fox Den Road ,�ila a cv 1 9/28/2011 REVISED SOLECTRIA MSS DWG VERT.: Kingston, MA 02364-2150 Electri�eal Engineering, Power, Lighting, ! www, owe En$ neersL Technic�alStudiesand Utility 6.750 MW(AC) ONE -LINE DIAGRAM E-1c'; ISSUED FOR REVIEW 0 9/27/2011 { B 0 P g LC com No, DATE DESCRIPTION No. DATE DESCRIPTION J REVISIONS REVISIONS -31 I12 GRAPHIC SCALE DARTMOUTH MASSACHUETTS p SIZE: D J REM:1 6 j (3)CrS 75:5 (31m S 60:1 v—AREA OF PROPOSED qf'RFFN1Nr PLANTINGS_ -- 6815 NIF RAHIM AGHAI, TRUSTEE CO., INC. CONSULTING ENGINEERS 11 D INDUSTRIAL DRIVE P.O. BOX 1178 MATTAPOISETT, MA 02739 TEL: (508) 758-2749 FAX: (508) 758-2849 THE CROCKER BUILDING 4 COURT STREET SUITE 104 TAUNTON, MA 02780 TEL: (508) 824-9279 FAX: (508) 824-9276 Revisions 1. REV PER ZBA MEETING �'915/12 RRR No. Description Date Appvd. Date 6/18/12 Scale Drawn By RMS Designed By RRR 1 Checked By RRR issued For PERMITTING (D z rn Z. < CL 0 < 0 -J () 0 < U) 0 z D < 0 M C) -r - x 5 W W CZ-;> O < o O 0 ry F- W W z < W 0 Drawing Title ZBA PLAN:1 i Project No. She A 1904 1:1 OF 2 p, EFELD NCINEERIN G CO., 1 C.' CONSULTING ENGII JEERS 11D INDUSTRIAL DRIVE I P.O. BOX 1178 MATTAPOISETT, MA 02739 TEL: (508) 758-2749' FAX: (508) 758-2849 THE CROCKER BUILDING 4 COURT STREET SUITE 104 TAUNTON, MA 02780 TEL: (508) 824-9279 FAX: (508) 824-9276 r iwwwww�riw Revisions' �I I! k 1. REV PER ZBA MEETING <' (5112 RRR No. Description 1 is#e Appvd. Date 6/20/12 Scale 1 "=100` Drawn By RMS Designed By RRR t ,hacked By RRR Issued For PERM1 1 T1IV(7 l I 0 s Q m N Z U o Q w F- a O w W o W W w Drawing Title ZBA PLAN %I I' Project No. Sheet 1904 2'OF 2 I I ZBA-A i S1, DRAWINGS LO i [TIE D VE PM,ENT 0 ED S PROP ISSUED FOR: BUILDING PERMIT DATE ISSUED: 5/10/12 m nA 1 01 AR I I C LATEST ISSUE: 10/12/12 RT OMNI I N D t: 1 Xff "1" 000"'0' Dq h R A W I OLD FALL RIVLR ROAD & E,NERO'mNY ROAD SHEET DRAWING TITLE ASSACHUSETTS DAR.1" MOU H, I i TITLE SHEET N-1 GENERAL NOTES & DETAILS EC EXISTING CONDITIONS PLAN' e% I A SITE LAYOUT PLAN & SG-2 SITE GRADING PLANS LAND 1 & LAND-2 SITE LANDSCAPING PLANS CZ) 'M MTN Mtilff I., M �eV I FCC 7PT G01 - MS AN q MIA NO SCALE APPLICANT: OWNER: DARTMOUTH SOLAR LLC RAHIM AGHAI, TRUSTEE 20 PARK PLAZA, SUITE 3210 23 MERRYMOUNT b RIVE BOSTON, MASSACHUSETTS 02116 DARTMOUTH, MASSACHUSETTS LOT NO. OWNER OF RECORD 62-30 CECIL SMITH III ET AL 67-8 MARY ROBINSON 67-9 DARTMOUTH POWER ASSOCIATION LIMITED PARTNERSHIP 67-11-9 RAHIM AGHAI, TRUSTEE 67-12 MANUEL P. FURTADO 67-13 DAVID J. & KELLY A. MICHALSKI 67-14 ROGER E. & SHIRLEY M. LANOUETTE 67-22 PEDRO TEIXEJRA & MANUAL MORAIS, TRUSTEES 67-23-1 MICHAEL & LYNN A. MARTINS 67-23-2 MICHAEL D. & LYNN A. MAR11NS 67-24 EMIL M. & PATRICIA A. JOHNSEN 67-23-3 MANUEL V. & MARIA R. CALVAO 67-23 ANTONIO A. & PAULINE PACHECO 68-1 FAUNCE CORNER EXECUMVE CENTER, LLC 68-5 RAHIM AGHAI, TRUSTEE 68-7 FAY L WIWAMS & DEBRA ANN RIJO 68-9-1 YAGNESH H. & SEJAL PATEL 68-10 MARGARET A. TOMKIEWCZ 6s_ll ROBERT P. DEGRAZIA 68-14 OLGA A. GUERRA 68-15 ROBERT JOSEPH MARTINS & RICHARD MARTINS 68-16-1 TOWN OF DARTMOUTH PROPOSED SITE DEVELOPME T OLD FALL RIVER POAD & ENERGY ROAD DARTMOUTH, MA,i kk OF RICHARD R. L EIF—LD NOINEER1 NG C<Xq, INIC. 1� CONSULTING Els GINEERS I I D INDUSTRIAL DRIVE P.O. BOX 1178 MATTAPOISETT, MA 02739 TEL: (508) 758-2749 FAX' (508) 758-2849 THE CROCKER BUILDING 4 COURT STREET SUITE 104 TAUNTON, MA 02780 TEL (508) 824-9279 FAX (508) 824-9276 Project No. 1904 - I SENFR ACONUC1 E dSEDlM-�N CO-N1HS�POR�. ._!{]LQ�l�4NilAIN TENAN CE EL AN u s C M TO THE LOCAL ' UTILITIES SHALL CONFORM E £ PROPO SED DRAINAGE D STRUCTtON OF ALL THE P 5ED N CON 0 MEASURES C 1N ACCORDANCE WITH THE FOLLO WING THE MATERIALS A1. ALL SEDIMENT AND EROSION CONTROL FAS ES SHALL BE EXECUTED CCORD FQ .' c�'. INC.1. PROPERTY OWNER. s Tl SAS WELL AS ALL APPLICABLE MASSDOT STANDARDS AND SPECIFICATIONS, D.P.W. SAND SPECIFlCA ON D. .STANDARD- REQUIREMENTS AND THE NPDt� STORMWAT£R POLLUTION PREVENTION PLAN SWPPP . . _ TELEPHONE do CATV UTILITIES SHALL CO NFORM CONSULTING ENG#N EERS IFLE MATERIALS AND CONSTRUCTION of ALL ELECTRIC, LATEST EDITION. METALLIC N?IARKiNG TAP RAH1M AGHAI TRUSTEE E METALLIC MARKIN T P OF EACH RESPECTIVE PUBLIC UTILITY PROVIDER. UNDERGOING, ACTUAL CONSTRUCTION WILL BE LEFT 1N AN UNTREATED OR UM/EGETATED CONDITION FOR A G A E I To THE �EaFICATtONS 2. THOSE AREAS UND NG THE RAH1M AGHAI REVOCABLE TRUST - 2007 I RECEIVE MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY k bid MATERIALS. AS WELL AS All MATERIAL SHOP DRAWINGS AND MANUFACTURERS DATA SHALLRECEI ALL CONSTRUCTION 23 MEOtRYMOUNT DRIVE , 2• INSTALLATION. STABILIZED WITHIN 30 DAYS OF INITIAL DiS'IURB.MiCE OF THE SOIL IF THE DISTURBANCE IS WITHIN 100 FEET OF A WRITTEN APPROVAL OF THE LOCAL D.P.W.. AND THE PROJECT ENGINEER PRIOR TO FABRICATION AND I LLA THE RESOURCE AREA. THE DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY FORECASTED DART?AOUTH. MASSACHUSE"TTS 02747 Z✓i r,/i. r, r, r./i, r r, r, r r r, i,/r 11b INDUSTRIAL DRIVE WET'IA,ND r, r /i r, r, r, r, r, r, r r, r, r, r, i./i �I APPROXIMATE AND MUST BE VERIFIED ALL EXISTING UTILITIES SHALL BE CONSIDERED APPRO D ELEVATION OF srQRJ4t , P.O. BOX 1178 3, THE LOCATION AN EVENT r OWN E FROM FIELD OBSERVATION AND UTILITIES ARE -TOR PRIOR TO ANY CONSTRUC TION. UNDE RGROUND OUND SHOWN CONTRACTOR Y £ ON B TH MA P TTA OI SETT MA 027 9 P' 3. Y BARRIERS, ETC. SHOULD INSTALLED PRIOR TO ANY SOIL DISTURBANCE » , 3 WARRANTED TO BE EXACT NOR IS IT WARRANTED THAT ALL SEDIMENT BARRIERS SILT FENCE, HAY BAR , � SH BE 1 BANCE OF THE THE BEST AVAILABLE RECORD INFORMATION AND ARE NOT . { _ . APPLICANTS, 1 S RESPECTIVE UTILITY CONTRIBUTING DRAINAGE AREA, MULCH NETTING St3ALi. B£ USED TO ANCHOR MULCH IN ALL ARIAS WITH 2 -6 TEL: ' ICES OR STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL CONTACT THE RESPEC UPGRA�;DIENT B T . (508} 758-2749 UNDERGROUND PIPES MIN..'..... LINES. SLOPES GREATER THAN 8.OX AFTER OCTOBER 1ST. MIN. COMPANIES RELATIVE TO THE LOCATION AND ELEVATION OF ALL EXISTING FAX: 508 758- DARTMolJTTi SOLAR LLG { ) 2849 TO SILT M RUNOFF. SILT DETAIL FOR P » SLOPE FILTER FROM RUNG .SEE S L FENCE L PROPER " 4. INSTALL SILT FENCE AT TOE OF $ 6 _ - CAVATNON AND/OR ' 20 PARK PLAZA, SUITE 320 322 4844 72 HOURS PRIOR TO ANY F.X / 6 6* r, 4. THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1 800-- , INSTALLATION. SILT FENCE WILL REMAIN iN PLACE PER NOTE }5. BOSTON. MASSACHUSETTS 0211116 SUBSURFACE TESTiNG TO INFORM THE UTILITY COMPANIES OF ANY EXCAVATION. THE CROCKE 5. EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY --- R BUILDING ALL ERO / Y DAMAGED STRUCTURES OR 4 COURT STREET � EXISTING STRUCTURES .ARE ENCOUNTERED, THE CONTRACTOR SHALL REPAIR AN RANI SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION EET SUITE ltkl 5, WHENEVER S FOLLOWING ANY SIGNIFICANT ALL. GRADE TOO A CONDITION BETTER THAN REMOVED STRUCTURE AND MAKE ANY IMPROVEMENTS ABOVE OR BELOW GR DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT AND WHEN THE DEPOSITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER S " TAUNTO REPLACE ANY R S, OR DECOMPOSURE. SEDIMENT INSPECTION AND MAINTENANCE OF ALL STORMWATER : 12 " N, MA 02780 I T PRE-EXISTING CONDITIONS. OR EQUAL O REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES Shall REMAIN IN PLACE FACILITIES llrTTit SUCH TIME AS THE STORMWATER MANAGEMENT SYSTEM i5 ACCEPTED BY THE OWNER. THEREAFTER THE ?00 0/?000 12 i, TEL 508 8249279 I MATERIAL DESIGNATED FOR REUSE SHALL BE STOCKPILED ON SITE NO HIGHER THAN 8 FEET AND SHALL BE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. OWNER SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATi R GEM 6. ALL EXCAVATED FACILITIES PER THE INSPECTION AND MANAGEMENT � FAX. 5t18 824-9278 I Y SILT FENCES TO PREVENT TRAVEL OF SEDIMENT TO ADJACENT PROPERTIES OR DRAINAGE WAYS. 6. R PERMANENT OR TEMPORARY SWW. BE STEEPER TFUW TWO TO ONE 2 TO 1 UNLESS NOTED MAINTENANCE SCHEDULE SET FORTH BELOW. ENCLOSED BY TEMPORARY { ) NO SLOPES, EITHER ( ) ATI BURIAL OTHERWISE. WASTE MATERIAL AT AN APPROVED LOCATION. 2 / THE ONIRACTOR SHALL BE RESPONSIBLE. FOR THE DISPOSAL OF ALL ALL STRUCTURAL 81ST MANAGEMENT PRACTICES BMP'S INCLUDING EXTENDED D .J 7. C { } DETENTION BASINS SHOULD BE SAND FI D LL SAND FlL MATERIAL ON SITE WILL NOT PERMITTER. IN 0 THE DISTURBED ARIAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST WILING FROST USE INSPECTED AFTER EVERY MAJOR RAINFALL EVENT EXCEEDING LO-INCH .FOR L ! I OF WASTE MITER 7. !F FlNAI. SEEDING F THE FIRST 6 MONTHS AFTER CONSTRUCTION TO ENSURE PROPER AB SEEDING TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED STABILIZATION AND CONSTRUCTION. TEMPORARY MULCH OR DORMANT CONDUIT PER RESTORATION is CND A IN PLACE. AND MAINTAINED IN GOOD CONDITION UNTIL SURFACE ESTORATi CONDUIT PER 8. EROSION CONTROL MEASURES SHALL REMAIN SEEDING PERIOD. GROUNDING NEC TYP. GROUNDING AND ALL AREAS DISTURBED BY THE CONTRACTORS OPERATIONS ARE STABILIZED. COMPLETECONDUCTOR, { NEC (TYP.} 3. THEREAFTER REGUUIR BMP tNSPECTtONS EAFiFR SHOULD BE CONCONDUCTOR AREAS THAT HAVE NOT BEEN FINAL RAIDED S COMP 4 A DUCTED ACCORDING T 8. TEMPORARY SEEDING OF DISTURBED AR NAIL G HALL BE COMPLETED 5 DAYS PRIOR NG O THE FOLLOWING SCHEDULE. Y SEDIMENT M SPRING RUNOFF 9. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON SITE CONSTRUCTION ACTivITIES AND REMOVE AN SED TO THE :FIRST KILLING FROST TO PROTECT FROM .PROBLEMS. LOW VOLTAGE SITED THEREON IMMEDIATELY. MEDI OL E OR DEBRIS DEPO SNMiP STRUCTURE INSPECTIONS PER YEAR 8. REVEGETAITON MEASURES WILL. COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL ZED WILL BE GRADED S " COURSES WITH PROPER DISTURBED AREAS NOT OTHERWISE STABILIZED SMOOTHED, AND PREPARED FOR FINAL SEEDING AS DETENTION BASINS 2 UTILITY LI BANK GENERATED AS A RESULT OF .TRENCH DEWATERING SHALL 13E DISCHARGED TO EXISTING DRAINAGE WI a.-.,._.,..�Y�� t3TIL D C Y BANK 10. DRAINAGE GENiTl-�.-.�.�Y � .�.. EROSION CONTROL AND DEWATERING MEASURES MEASURES SUBJECT TO APPROVAL BY THE PROJECT ENGINEER, DIRECT DISCHARGE FOLLOWS: PRIVATE PROPERTY SHALL NOT BE ALLOWED WITHOUT CONSENT OF THE PROJ ECT ENGINEER AND NOT TO SCALE ONTO PAVEMENT, WETLANDS OR P A THE TOPSOIL SHALL HAVE A SANDY LOAM TEXTURE RELATIVELY FREE OF SUBSOIL � NOT TO SCALE 4. ACCUMULATED SILT AND SEDIMENT SHOULD BE REMOVED AT LEAST ONCE A YEAR FOR THE DETENTION BASINS AND MORE THE OWNER. MATERIAL, STONES, ROOTS, LUMPS OF SOIL, TREE LIMBS, TRASH OR CONSTRUCTION FREQUENTLY iF ACCUMULATED DEPTH OF SEDIMENT EXCEEDS SIX INCHES. NOTES. THE OWNER AND THE PROJECT ENGINEER SHALL APPROVE ALL HELD CHANGES IN THE WORK PRIOR TO IMPLEMENTATION. NO DEBRIS, AND SHALL BE PLACED TO A DEPTH OF FOUR (4) INCHES ON ALL LOAM 11, A BE MADE IN ANY SPECIFIED SITE WORK OR ANY MATERIALS FOR WHICH SHOP DRAWINGS HAVE BEEN SUBMITTED AND SEED AREAS OR AS SPECIFIED ON THE DRAWINGS. 5. ANY REMOVED SEDIMENTS ARE TO BE PROPERLY DISPOSED AT A LOCA110N TO BE APPROVED BY THE BOARD O F HEALTH. 1, COORDINATE EXACT DIMENSIONS AND LOCATIONS FIELD CHANGES MALL WITHOUT PRIOR CONSULTATION OF THE OWNER AND THE PROJECT ENGINEER. ANY CHANGES SO MADE WITHOUT THE TRANSPORTATION AND DISPOSAL. OF SEDIMENTS SHALL. COMPLY WiTH ALL APPLICABLE LOCAL. STATE, AND FEDERAL AND APPROVED 4►1 ARTY B£ PROMPTLY REMOVED B) APPLY FERTILIZER AT A RATE OF 650 LB PER ACRE OR 14.9 LB PER 1,000 SF, WITH SOLAR PANEL VENDOR PRIOR TO CONSTRUCTION , CONSENT OF THE OWNER AND THE PROJECT ENGINEER SHALL. IF DEEMED UNACCEPTABLE BY EITHER P REGULATIONS. TO THE OWNER OF THE PROJECT: APPLY .GROUND LIMESTONE {EQUIVALENT TO 50X CALCIUM PLUS MAGNESIUM OXIDE) BLEND RLPRAP FROM THE WORK AT NO EXPENSE AT MANUFACTURER'S RECOMMENDED RATE. - 6. NO DISPOSAL OF MATERIALS WILL BE PERMITTED WITHIN THE SUFFER ZONES OR INTO SURROUNDING WORKS WETLANDS ON THE PROJECT SITE. THIS DEPT. OF PUBLIC W N APPLIES TO TRASH. 12, ANY WORK OR MATERIALS NOT MEETING THE APPROVED STANDARDS AND SPECIFICATIONS OF .THE LOCAL PROHIBITION ES H FILL MITER CONSTRUCTION DEBRIS C THE DESIGN MIX FOR SEEDING SHALL BE IN ACCORDANCE WITH THE FOLLOWING �-• ,GRASS CLIPPINGS. COLLECTED LEAVES AND CUT GRADE SHALL BE IMMEDIATELY REMOVED AND REPLACED AT THE FULL RESPONSIBILITY AND COST/EXPENSE TO THE CONTRACTOR. ) BRANCHES. TABLE.: THE :SEED MIX SHALL BE INOCULATED WITHIN TWENTY-FOUR (24) HOURS, 3:1 MAX 3 N INSTALLATION OF ALL UTILITY BEFORE MIXING AND PLANTING WITH APPROPRIATE INOCULUM FOR EACH VARIETY. 7. SNOW WILL BE STOCKPILED WITHIN AND AROUND AREAS 1 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE PREPARATION. THE COORDINATION AND 1ST E AR WHICH DRAIN INTO THE SITE SiORMWATER MANAGEMENT CONNECTIONS. AND RELATED WORK INCLUDING BUT NOT LIMITED TO ALL NECESSARY SHORING, BRACING AND TRENCH DEWATERING FOR (ALTERNATIVE SEED MIXES SHALL BE APPROVED BY THE ENGINEER AND SYSTEM. THE COMPLETE INSTALLATION OF THE PROJECT FACILITIES DURING CONSTRUCTION. CONSERVATION COMMISSION PRIOR TO CONSTRUCTION) 14. ALL OPEN EXCAVATIONS SHALL. BE ADEQUATELY SAFEGUARDED IN STRICT ACCORDANCE WITH OSHA GUIDELINES AND TO THE AMu AND SEED ARF+4S - ECO-te% tJIXA SATISFACTION Of THE LOCAL POLICE DEPARTMENT. PROVISIONS FOR TEMPORARY BARRICADES, CAUTION SIGNS. LIGHTS AND OTHER X BY ymGH� MEANS TO PREVENT ACCIDENTS AND DAMAGE TO PROPERTY ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL " LOU*RED FESCUE E AND SAFE BRIDGES AND OTHER CROSSINGS FOR ACCOMMODATING TRAVEL BY PEDESTRIANS AND WORKMEN. NO FEN W CREEPING 20 PROVIDE SUITABL "FENWAY" CREEPING RED FESCUE 15 EXCAVATIONS SHALL REMAIN OPEN OVERNIGHT. BLEND RLPRAP INTO SURROUNDING GRADE "J QWN N" CHEWLNGS FESCUE 1 SECTION B-Br ,RUCTION DETAILS ON THIS SHEET FOR ADDITIONAL UTILITY REQUIREMENTS AND SPECIFICATIONS. " AAEST 5 15. REFER TO CONSI- BORNTTO HARD FESCUE 15 B HAVE BEEN PREPARED SPECIFICALLY AS SUPPLEMENTAL INFORMATION TO ACCOMPANY APPLICABLE PERMIT AZURE SHEEPS FESCUE 10 16. THESE PLANS HE! APPLICATIONS AND ARE NOT INTENDED FOR ACTUAL CONSTRUCTION WITHOUT THE EXPRESSED WRITTEN APPROVAL OF HELD "BOREAL" CREEPING RED FESCUE 10 PROPOSED SECURITY FENCE D/2 +2' (MiN.) ENGINEERING CO.e INC.. APPLICATION RATE 300 19S./1 ACRE . (DETAILS TO BE COORDINATED ALL STAPES sHAI:L BE GRADED AT NO LESS THAN 3:1. LAND DISTURBING ACTIVITIES WITHIN ANY LANDSCAPE BUFFER LINES SHALL BE SPREAD I A7 OF 4.5 il, N LANDSCAPE BUFFER ZONE AREAS OR DESGNATED 10. HAY OR STRAW MULCH SHALL BE LOOSELYD TO A UNIFORM DEPTH THE RATE TONS PER ACRE EXCEPT WiTH OWNER do TOWN PRIOR TO KEPT TO A MiNIMUM. NO STOCKPILING OF RESIDUALS WILL BE ALLOWED WITHIN ANY LAND OVER CERTAIN SELECTED SEEDED AREAS WHERE 2 TONS PER ACRE SHALL BE USED AS DIRECTED BY THE ENGINEER CONSTRUCTION NO DISTURBANCE AREAS. AND/OR THE PLANNING BOARD. A HYDRO-APPUCAnON OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING ) 5' 18. IN THE EVENT Or' AN INCONSISTENCY BETWEEN THESE SPECIFICATIONS AND THE LOCAL D.P.W.. THE LOCAL D.P.W. SPECIFICATIONS SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMS PLUS WILL BE USED ON HAY MULCH FOR WIND CONTROL. RLPRAP SHALL GOVERN. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE SPECIFICATIONS FROM THE LOCAL DEPARTMENT OF PUBLIC WORKS 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED TO THE OUTFA SATISFACTION OF THE PROJECT ENGINEER AND/OR THE CONSERVATION COMMISSION. 2'-0w D/2 +2' ; (MIN,) 12. ADJACENT PROPERTIES WILL BE PROTECTED WITH HAY BALES AND/oR SILT FENCING INSTALLED AS SHOWN ON --- 10'-0" MIN. THE DRAWINGS. ADDITIONAL HAY BALES OR SAND BAGS SHALL. BE LOCATED AS CONDITIONS WARRANT OR A5 , DIRECTED BY THE PROJECT ENGINEER AND/OR THE CONSERVATION COMMISSION. 5'-0" x 2'--6„ 3'"0" 13. TEMPORARY HAY BALE EROSION CHECKS OR FILTER FABRIC GRATE INSERTS SHALL BE PROVIDED AT ALL DRAINAGE 6" DENSE GRADED PLAN STRUCTURE INLETS DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION AND SATISFACTORY STABILIZATION OF CRUSHED STONE MASSDOT DISTURBED AREAS, THE CONTRACTOR SHALL CLEAN ALL CATCH BASIN SUMPS AND DRAIN INVERTS. 4' LOAM & SEED CAP SPEC M2.01.7 COMPACT TO 95% MAX. DRY DENSITY x 14. THE CONTRACTOR MUST REPAIR OR RESEED ANY AREAS THAT DO NOT DEVELOP WITHIN THE PERIOD OF ONE YEAR AND HOPE PIPE HOPE FE 12" PIPE DIA. X 10 SHALL DO SO AT NO ADDITIONAL. EXPENSE TO THE OWNER. � FINISH GRADE AS SPECIFIED OR AS SPECIFIED LEGEND EXISTING PROPOSED 15. THE NORMAL ACCEPTABLE SEASONAL SEEDING DATES ARE APRIL 1ST THROUGH JUNE 15TH AND AUGUST 15TH THROUGH FINISH GRADE ONCRETE SPLASH BLOCK _ SEP'TEMBER 30TH. SLOPE AS REQ'0 (3000 PSI. TROWEL FINISH) It TERMEDIATE CONTOUR 42-----~'' I� 16. STOCKPILES OF TOP SOIL SHALL NOT BE LOCATED NEAR WATERWAYS. THEY SLAW. HAVE SIDE SLOPES NO GREATER TYPICAL lflpEX CONTOUR r------ 40 ✓'i THAN 1 c1. SEA 8' GRAVEL BORROW BASNTYPEA DENTION Ei 6" cPOT ELEVATION xf214 x t23.a MULCH AND IMtULCH-AN9HOffi G BASIN SECTION COMPACTED MASSDOT.SPEC. M1.03.0 SUBGRADE COMPACTED TO 95% MAX. DRY Sz-M MANHOLE - MULCH DENSITY ,. -- ---- -•-- --- - IMAM MULL WE 000 S.F. DRAIN MANHOLE--------m------- - - - - ,(.j• ROOF DRAIN • V LD SLOPES LESS THAN 3:1 STRAW OR HAY 200 POUNDS a ® HIGH WIND VELOCITY AREAS SHREDDED OR CHOPPED CORNSTALKS 200-275 POUNDS ACCESSJ3 AD SECTION CATCH BASIN FtARED END ----- a "^-^ `"""� MODS TO HIGH VELOCITY AREAS JUTE ANCHORED MESH OR EXCELSIOR W OR HAY (MAT AS 200 POUNDS �} O " •• • '- :n3 REQUIRED � TI N BASKS iP-RAP �,V STEE' SLOPES GREATER THAN 3:1 JUTE MESH OR EXCELSIOR MAT AS REQUIRE �- NOT TO SCALE FL CAREFULLY COMPACTED w UNDERGROUND WATER --_ ,, -_-. _ _. ._ w ----- (1)A HYDRO -APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING BACKFILL - WATER FIRE SERVICE " ""' FS"--- SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMS PLUS SHALL BE USED COMPACTED SUBGRADE WATER DOMESTIC SERVICE DS----- ON HAY MULCH FOR WiND CONTROL SELECT GRAVEL MASSDOT SPEC M1.03.0 KYD lfLn CN Ammmo in HYDRANT ---------- - - ' ... __ u ---: _ _. _-_ G ANCHORING SECTION A -A' .:LATER GATE-�--4-- -►� MULCH ANCHO G MAY BE ACCOMPLISHED WITH PEG AND 'TWINE (1 SQ. YD%BLOCK}; ,MULCH NETTING PER MANUFACTURERS W ( _ ' SPEK�FICATlON5 WOOD CELLULOSE FIBER 50 LB5 ACRE CHEMICAL TACK P 10 0 MIN. {SEE PLANS FOR WIDTHS ), (7 / ), OR C EM (ER MANUFACTURERS SPECIFICATIONS). D END ` A .�- --� FLARE ND RIERAP AT PIE ENDS �� ER0510 OL NO DURING CONSTRUCTION �' TAPPING SLEEVE & CATE 6 DENSE GRADED Nab' TO SCALE I. CONSTRUCTION ACTIVITY EXECUTED DURING THE WINTER CONSTRUCTION PERIOD BETWEEN NOVEMBER 1 THROUGH APRiL 15 CRUSHED STONE MASSDOT 1. RIP RAP SHALL CONFORM TO MASSDOT S VAt.vE SHALL, BE SUBJECT TO THE .FOLLOWING ADDITIONAL REQUIREMENTS. ) SPECIFICATIONS M2.02.3 cAS GATE _.._.._..-o-�.._..-,._ _.._.._.._.._.._.,- SPEC M2.01.7 COMPACT TO LTIOERGROUND GASUNE-.._.._.._ _. _. _.._ 2. WINTM EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT 95% MAX. DRY DENSITY UNDERGROUND ELECTRIC, --- ---------Ejtjc------ FINISH GRADE AS SPECIFIED CABLE & TELEPHONE --- STABILIZATION AT ANY ONE TIME. 3, EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. LIGHT POLE 4. CONTINUATION OF EARTHWORK OPERATIONS ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO AREA IN EXCESS OF ONE ACRE iS WITHOUT EROSION UTILITY POLE GUY WIRE CONTROL PROTECTION. •a--L�i _ " OVERHEAD WIRE AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSES SURFACE'S HAVE BEEN EITHER MU LCHED Ut.CHED WITH � 8 GRAVEL BORROW BASE . STRAW OR HAY AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. HANDICAP -RAMP � COMPACTED MASSDOT SPEC. M1.03.0 TYPE A :,. CONC 6. BETWEEN THE DATES F OCTO AND APRs M CONCRETE E O B1EFt t5 L 1ST`. LOAM OR SEED WiLL NOT BE PERMITTED. DURING PERIODS OF SUBGRADE � COMPACTED TO 95% MAX. DRY G piTUMIhtOUS CONCRETE BIT CONC ABfFREEZING TEMPERATURES, THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH DENSITY` WIDTH AS `; ..;,, � OR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. SPECIFIED TOP BASIN EL VARIES Tt?EE r IF THE DATE IS AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND iS SMOOTH. ^� THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 TO 300% HIGHER THAN SPECIFIED FOR PERMANENT SED n S,• .� TREE LINE AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS GRAVEL ACCESS ROAD AND j( " p� ER. SHALL BE ! 6 IN. 'k 12 RLPRAP OR MODIFIED BUILDiNc �j CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE PARKING AREA SECTION �1 R CKFILL AS SPECIFIED 5' i� APPLICATION OF MULCH. SLOPES SHALL NOT 13E LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF CONCRETE CURB - - - - -- - - WORK SUSPENSION UNLESS TREATED IN THE ABOVE MANNER. NOT TO SCALE EL. As SPECIFIED O SIT CONC BERM sc� UN71L SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WiTH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF MAY BALE/SAND BAG CHECK DAMS. POST do RAIL. FENCE 0 C' ?, BETWEEN THE DATES OF NOVEMBER 1ST AND APRPL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER CHAIN LINK FENCE -x X X- PEG LINE, MULCH NETTING. ASPHALT EMULSION CHEMICAL. TRACK OR WOOD CELLULOSE FIBER. 6" MIN. `DEPTH SELECT OGN ro-S xs-ts S MULCH NETTING SHALL. BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% . FOR GRAVEL MASSDOT 'SPEC. M 1.03.0 SLOPES EXPOSED TO DIRECT WINDS. AND FOR ALL OTHER SLOPES GREATER THAN 8X. ON MEW SOIL TEST PIT ® mj MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER TWaN 15% AFTER OCTOBER � j n n, �c ny�� BORDERING VEGETATED 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8X. EMERGENCY OVERELO SPILLWiAY WETLAND & FLAG NO. 8. ALL EROSION MITIGATION SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE ACTIVITIES ON THE SITE. NOT TO SCALE WETLAND PROTECTION ZONE -------------- SUPPORT _ IS' WIDE PAVED DRIVEWAY NET 1 1f2" '+ PROPOSED SECURITY WOOD FENCE POST SECURITY FENCE ( COURSE TYPE I-1 O 8' D.C. FILTER S ,_ " FABRIC (SEE PLAN FOR 2 0 LOCATIONS) STONE " sraK>� Top OF 12 GRAVEL BORROW HAYBALE CHECK DAM 38" EMBANKMENT MODIFIED ROCK FILL BACKFILL DEETENTiON 10�--0» EL . VARIES MASSDOT SPEC. M2.02.0 SLOPE AS SPECIFIED (SEE PLAN) fu STAGE O 6 MIN. DIA. .,. , > ,..,,.> ., .�. r .. , ,., .. <.. FLOW 12" DEPTH 4'. � • w •.f 5 � ' -H_ ,. .,.....,,.,: . t'" ., , . .. �..., 4 • . • +:. - MODIFIED ROCK W SEE PLAN ry ;. •,. "ti.,nca;+,` r , �; , . , FILL SPILLWAY SPILLWAY 12 (MIN.) COMPACTED OVERFLOW El. VARIES x w - (SEE PLAN) BINDER COURSE SUBGRADE �; I _..: 2 B ER cov � -�- .� TYPE 1-1 NATIVE ; i z EARTH NATIVE ,..�.. ......� ,� _. EMBANKMENT SOIL FILTER FABRIC AMOCO 4545 OR EQUAL i. GRAVEL BORROW BASE SHALL CONFORM TO MASSDOT STANDARD SPECIFICATIONS FOR GRAVEL BORROW SEC. M.1.03.0. TYPE B COMPACT =t� a=:• 3/4" TO 1-1/2" CRUSHED WASHED TO 95% MAX. DRY DENSITY IN 6" MAX. LIFTS. 4' LOAM Ec SEEDPROP HDPE OUTLET CULVERT � STONE 'TYP. SIDES do PROP FE (REFER TO SITE PLANS FOR Z BITUMINOUS PAVEMENT SHALL CONFORM TO MASSDOT STANDARD. SPECIFICATIONS FOR CLASS i TYPE 1-1 BITUMINOUS CONCRETE PAVEMENT BOTTOM INV. VARIES SIZE AND INVERT INFORMATION) PROP FE 3. TaNE CHECK DAM DETAIL SEC. 460.2- SUBMIT JOB --MIX FORMULA TO THE OWNERS REPRESENTATIVE T-YPIQAL EJAY 311U (SEE PLAN) INV. VARIES ' w (NOT TO SCALE) FOR APPROVAL ILT FE CE DETAIL (SEE PLAN) PAYED DRiVEi+ AY T .P �(3QSS SECTION NOT To SCALE DETENTION BASIN �i (NOT TO SCALE) NOT TO SCALE b w� L ai Revisions i AIL it I F� f� 3. UPDATE CONDUIT DETAIL FOR BUILDING PERtAIT 10112 12 RRR 2. UPDATE SOLAR ARRAYLAYOUT E31t41 2 RRR 1' ADD EXISTING DRAINAGE PER DPW LETTER S/30t 2 RRR No. Description Date Appvd, [Date 5/10/12 kale, AS NOTE© Drawn By RMS Designed By 17F RRR ked By RR Issued For r PERMITTING ` I, f� �L "OF 4ss� RICH 13 R. RI IV N . a i' ! N { .rr f fl �I it k f. IJ.3 CL 'W J LLl cl f 0 F- W w D> z J Ci F- Q I O wis LL � Q © 1w (L 0 Q c) r awing Title GENERAL NOTES :& DETAILS I I rroJect No. Sheet 1904 2 OF f I f PI [I E r r .✓ ( , R S JR , r_ a t !- _r r _ / 1 l cr i J t , ! / \ J v 1 S CONSULTING ENG INEERS 1 .+ rP a J , + I a R t r r x } • l f ! 6 0 r 1D I DRIVE 1 INDUSTRIAL _t t J' a I P.O.BOX 1178 � f ' t7 t 1 . ► , t� ► .' , < � 42739 tr ApOIS ETT MA 6 ► M AT1' t i a' ES , 0 T , L N � E� ., GEN \ � ♦ 2749 _ ! TEL. 508 758- , f ♦ { FO R R T 849 758-2 E O8 i SHE , ' • t a FAX. 5 E � T ITL 1 TO , S. R FE R .- e E R , B r D V!S N LO T T NU MBERS. M , ER T SU BDIVISION a REF ER / R S _ 4 MB E , NU TING --, XIS ! T PRE-EXISTING �c 1. LOT PARCELS. PR CT PA \.� .. SUBJECT �c r THE � CES F z RE N 1 E ! RE F / T _ 0 , L SHOWN AND HO -\ • MA P A 1 S , T S 2-LOT OR 2 SSESS SECTION A _ ND S s � .• r 71ii=CROCKERBUIi.DiNG , 1 LOTS 1 & 2 A A Y SEC Q . _ / � , ON ARRA G OF LINES FILING 1 l ► , R LOT L VIA THE F \>- INTERiO RESCINDED R SINCE BEEN _ ,,.� \ �...� • ! , t 4 COURT STREET SUITE 104 HAVE S AND ,.- �, .� , ONLY .�! ES R URPOS L ' NCE P RISTO t"' � .. • ! I r N AU2789 REFERENCE ED AT B TAUM'fl , M I R R CORD _ ! FOR PLANS RE � \ , REFERENCE PL o ' EE \ \ ONS. R o ION MODIFICA TIONS, • V!S � � �1 � -�. t 8249279 VE SUBoi 68. `�\ DEFINi . PAGES 6 BOOK 169 w _ PLAN `.• \ -... , DEEDS AT Y OF D �., �. ,� s 24927G REGISTRY � \ FAX. 08 a COUN1 Y SOUTH R `\, tom. KEN F ROM REC ORD RQ DR AWINGS NGS AN D SUPPLEM ENTED EN TED BY XISTING CONDITIONS NOTTHE2. E—EAST, INC.iNCD A IA TOPOGRAPHYPING PREPARED COL AERON THE GROUND FIELD SURVEY BY FIELD ENGINEERING G CO. INC.INC _ fI 8/ 14 � \ \ \ \ \ �. ../ • , r, • -a- ... + ! , !, !� a _... � I F Revisions -- RESULT OF AN la \ \ \ 68111 OU TH ' T 1' M TH E E D AR 1 B Y �.. M E D '1 FIR ,� CU RR , 0 N E E N C OLGA -•._ E � B F HAVE N TH ESE PLAN / � \ a / SHOWN d 1 TLANDS _ �, rA . WE . 037. t T P. DEGRAZ FILE NO. SE R DE sir, 7s \ UNDER ! / �I I =�RVATION COMM ISSION U' J 1 \ ! 1 \ : t ` a l . _•\,,,.. � \ r '� % � _ \ `ram '� \ ` �� r r f STt 75A �� w .�-1 f _ Q' . ram_ cs \ \\ /' \ .r \ "•w„_--.` , ,.._-,,. , ` • \ � 71 _ _. __ M _ — ----- ► - `\ \ \ _. \! . ADD FANDSCAPfiVG t'1At s RR 10f1?112 R BUILDING PERMIT, ._--— — _ ---�" , ♦ ,.,.. • � ,.!�- \ � FOR BU _ 4 r x \ ___ _.� \ \ l L g3 i . SCl , l \ o tt ` . UPDATE S©LAR 3 4 • tYA iER 1 w - - 4• P�, f \ \ _ _ •� D , \ \ \ e� 2, ! 9114112 RRR 1 A!J ,>. _ �- � •_.._ POUT L \ ` \ \ `�" •. ARRAY #,A i y\J \ y . ._ \ EXISTING DRAINAG 1 '.—• l ✓ '�, \, .. ADD EXI I�ppAY SECTIQN 2 LO r 1 ! ` .. 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SaN ` ffi li tit a ri iti ll i a T;tt a•' N l !i S a a Nfa riii N% SaN #i slkl }{}i t;N tt� qtk f - ;ttL {SV 4 till Nka lit {{a4 t11 NV Spa � f ( t i,N Tyk+ sf7itta ll , Nit Lila N � 7 t1V l at i1N aiN a ititta last (t aiN {iti aLN - iitl it 11t, Ssa tat l t � TN Vt Sri tat at tNt /Sll aiN a{it tNt Pi! i�tf #il Cri iiia� iii t .. aqk �iiM�'�Nei tkq aNk NN {Ni � aNa iaa NN s#q NN lilt SN �t 5Na Nu }sRa - tli ik5l. a,Nt tilt TILT ,ytt Lsti Lp;( t�ya Lai i`V .. - Ti tV, Y,j'"+t jiN Nat }Sii tat � _ i4q Sri' aiN i1N •1XN V,1V iNi iV11 ' it tip' t'iV iati _ .. - lNk Nfi list t tt 1Sria (i iii i{`( ll Sa t i :. ttS Sf Xl4F ; 17V tt it qt t�i t iii4 V i5 N 1 al 11 i(}at SaN l4ii LL �... l n S ti y� a kV t4 tt � all (N q itsN tat 14Tlt ` N itTi ffi iV SN i4N , . • V 71tO tit. ylil ilia ttLL ti a N A l Nti� ti t iyl'� t t ffi t ti t N Lt Pt {t! ;4a `i14 tt'�- ays afi t4 it tl�i •`' a ipt ital itti Sii N it i t INS tVs tt5! 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NV 1!� ;pk Pt sria ty1 fill i Y i tp » it sir t x ffi., •�, aiN NN Naa NN !+t! ell aNk t41a % {Na it L L iN SN iti Nal „• _,. ,,,...: t. tail t1aL U r lilt iNNt tiiN tat. ;a (tt ,t 1 it Y't tY iPa ffi t ! N ri Sri t a tt - 'il N.L Vt1 ,Pa iNi iTifa L{}}t al'i LNN tt; Nth ,:.. �:ia N tat Ni N t1 V tM NN 4ta X N1i istt 11a (`4151 1{S4 ;att { F : , NV Ni aft Oi itt ' ti ' ai%. £taT flit Si i �..a.0 l71 .,t}i !t •e:►�t Laa= ilyll Vai kNll fill Tii1t iNa itN1 SiaN iSV t%S ti iSVt. Sitsaa tt[ ttltt iiis ii11 1pL 1ata. tilt li%S iNt ijaf iR� i LLV alit {Na i;11 4 �. ;Iat i� l{ EaS Ott tl Ft a S i Slit s t t ! i l � 7 ffi t !a slit }q ;aaa Staa ,.• 4tp N.t NN (1y NS' L;N ai ;{i iN. {Sat tpl >. S YTt Nt! NLa ` N Tt iii qL V tt ;}N N i6 q �s it Sa ¢p. tilt Nt n�I�aNr aVa tilt tl4 {f tti NS Na Slit t sN tL N Sl. k1.* p Sr, tilt a} 4tSi Nam: N�� tliV .r;: qa iii lif}t tilt Tlp{ iilN ilN4 ti�s SVa pr! Ttt/1 PN dN iitl iSN iliY L iVi V1a ltii ISYi StV tap 5N1 tl tr V1i ttTi NU. N to N tN alAn►-.iii! /att `: iNi t s P` N q 1 N ea }N Nia ida .,Vti sill Ntv Nfa {tN. pqs ((N 1[ tat} V. Nil ;a#i ,N N(( ttti ({t%, i[i {N% iN/ N ai'. aNT 5#1 tt fa igii s iii {ffi Ni \a q ti _ by ell tit }t ....; Sjl{ F {{ V.t tsi ,.r� ltV it.� f- Slat NV 5 t t 1i tt ik V tt dta (Ni Na ql {Na ., Nit t ;� V :.. { { a# f(t taaa:. it al L V� tN li ittt tali. i' [. 7 li l4tl (yN {Sat Mai lilt Nla Naa Litt {}V +}lt .� i1 f ;t NiS NU N!t NVs iiX! ,_ ;V (aN. t. ! Vti !7 Laa lskt ffi N VN. L- 'kki_ f. i'. %a N SS t1N tlN Nii {tat Nri NN ,tt ipt {aft tfLl tiff iSN ': ail t iN,: it ti tl a l {all i{al a,4 Nra it ., pa i. li t�� i' itSll Lit tttt i£Si till Nat p t. aS t1ti - 'y`�{i it/l. ISt! ;sat i.: .1st ti t Et T Nt iY11 {t).. a{. :: fNi Y l t tt% PN {iti aNa tttt tlV fiat lip PV {tit NlT alit L1il tiV LSt1 ;;75 (1��f .Sal �' t N l :.. 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N; fNi tyi tiMa tit 7 ttl 1 as T{Vt iii iVL% {tit iVL lilt i<{f tlN ssa {afi taV tstf s71a 7saL ,N{ �t'��}jiaL to l{N NN tail Sttt iiis ��ii 1t lis�ii Va �tif{t ftai R{t {01 L;tf {iti NN atSL Rtlt t7V NN Nta {t!t ai{4 -4i15 {tit fit tsia { tsiNit P ti t Vi `ti S tt LaL ,[ t{� L La , Np {aV }\aa VN ;f a lN1 tiff ;lta fNi {tN is Stay {ttt t1 a qV t{i1iN tipit tT=t 4. :. 'l ,} lk , „{a sp ,pt It �; (S i pal tN 7 1t S ti 7 .<e' a Yt N L NV N 5 N �, .... f iSN Ntt Pd yell { )k 1 i1•li t N:-:;�, ,}ta tt }N a {t iti i#N ,{!! (Na t( i ti aLS alit fill fSt Na t+ =ttti ;{ t ( li{f Siii 'aft lft4 ti It {7 N N a It to tt Sii aN •. �:: tt iii 114t t U :Nit tra NTV. ta+ at \ 1 tt Na \a \! N p V Li %L. ''aa tt l L Nii tV lip lL \ ! �.. iNa Stat l Nia yiA Nl' 14- 5 N`�:. tk•a iii\ t\tS �![ yftt Xi. VN ;Vt itti (iV t4la }lV LNL ttLi �a S11L saa{ t1s! {};% tli {St :: v -.. . NV aril V N 't xi (trap.;.... ,y flit a,af t.. P= t tit till NLa \Nt {t t 'aft iNa a'Ti 'ffi t qT1 = � iii i L tt ffi p iti ijila. iti i(P tti(1a tpT }47a l slat flit ti N lilt L 1N all to `.,.. SL L?i , {ir i {t iii NV {lp s5%L asa }N (tT iN ri Zj f at p i4 LtN Lai - .:: {{tl ftt' 11 f N l..•,a: a'i' i4VL tX�aa- ri... L iSN liV Nl' Pia 1lal PV Laa 1{41 (_ta�. • Nif itaa t}S� tttt Ni sits }4it {akL +1 iSi L ,,.: till N;L aLN 45 ! L ,a.: 15N ti •. .. a.: t•l a {t1i tV to ti! at 1 4 LL! aL N14 (LV M�. }t { i tat ttV•"'- LL Sal. Nli �: Liii liTf 1 ri yip tall LN i7y a'aaa.. •Sri LNf iota. pS1 Vli i pal LPai ,'ML, iiis 4i41t 'lit Siii ,ill . i�Lt .. �' � ttV 'ta{ i1N iNa ,-�-. ntla ;ail .� t..:. ...- litj (t1L iikt Sii 1i11 iSla 1t11 4tla (Lia alas ttSL 1Ny that (VL Nit iiPL iii. iNV t4V Lii4i Llits LLiT `;. tt(t i(„ till Ntt �... 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L! tilts tVt tV• t_ ip at Nlt Litt alas „tt � �..: , .. St„ tali Mtl NSt 1Va isT� V. .. ilp 'lit tart ..�.. tN ;411 {lit s7N NV ,lt }tat 1 !tilt tail \t sL iVi t i NV rl. ✓�.�'. .; tt t ,Nt t { N i lit k n ltt ,}ta 1tl /V 5N iti iS� qi -- 1N lV It LN {4N (Ni � .�" Pat Nl{ psi t4 tlt4 ,P S!: 1SN {Nt it al Sill nail {}it \l.l .((t 'a(N }kit 4aiL LUt /tN 1TLa .,;... �._ Nii 1st N i NN Ntt ttN s... sNi , ti lair .. `, {t r - a•L Eip �14Y1 N! ytal iNi. N7f { a NN LVa NLa iii iii ffi a tiffs ids;i i*}{ "a� 'i'.na Nos pit i{Ls at tfN �tiN ii�a it�T� ass 1TT7 , c.s-..- �y _ 4 N+i tiya Nfi alias SitTi Lao T"U Sii �' is fdp tfiT lilt list N{{ � � � fit • + � t{ti tyM 1 yf ' l L' !a Si ffi 5 is N l TNIi N t tl ' �`::. :. - : ' • • , iN1 LlN Lii NiL "`j; lilt t{Li lilt aiN Sari iNa N .,. r:..z, - • lSlt lit i it �! 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R ; all ti tl �`� V V ri tl iti fV ipi t P ; 1L N }lt tl :. t 11 7 / lit (i is Y117 (at i { pi :! t7 t t !7 to a\ {fit {t 7 i} a1L V Tt a } ty •' L tikt 4Ats Ni♦s NN,t t1: fi �7;; Vai Oa \Ns SlN alp iiTLis Ittt lit li}{( {iiL{ iSkt ! ft14 t1{s Lt% NL tV lift ffi SiP t.. La• tll i' lt(S f'yt iyi talc Na ti.. tilt' St;X NIaV iqt[ Pit tN VLs {tN aLSi {V t �TV lYit {iti iYij! 4Vf fait Nta L! { iti }!a i kV M ::� :. t• a iSV Nit fi tail @ tlifif ( }i� tf�f aN N �k� LLi! i aq tq N Ni q �lt - SVa ffi( }ill ri t(l. t f� i d tVt NN Nri Va, s ; ,aft ffi tt L M ilia t1N till i iii ifi Ti ' �yN L a'aN ;tom. i� . ';�;� N, °� ��f - t� IN +i V t t ri tO till NS pit 'r ifi 1 Vii l ti} !is tNs at iiif i M 46t .,t}k N i � :. L.'7� , Nk NN�tt1- - tt lla t{t ri N xt }Laa { N {lot i 'it �� is}ii N Lit 7 Si. a q k '�k P'• �t>':.. NN Sal �"1 f!L 11SX 1SN Lay Stti t7Nt t�L Nat {it Slu Sf ({4i M41 `i{ 4t1Ya }N� YlV t`F qT) lkVa P},. Ss �. 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