Loading...
HomeMy WebLinkAbout01-27P_INTERNATIONAL FUEL CELLS_BIDWELL ROAD0' 7f%KIIAIr TADI C Ac.v>t�nw Inv�� ZONE: INDUSTRIAL (I) REQUIRED PROVIDED LOT AREA 20000 SF 725115 SF MIN. LOT WIDTH 100 FT 259.46 FT (FRONTAGE) MIN. LOT DEPTH 150 FT MORE THAN 1100 FT MIN. FRONT YARD 35 FT 51.1 FT (1) MIN. SIDE YARD 10 FT 60.0 FT (1) MIN. REAR YARD 25 FT 24.7 FT (1) (2) MAX. LOT COVERAGE 50% 3.5% (3) MAX. IMPV. COVERAGE 65% 8.7% (3) (1) EXISTING BUILDING (2) EXISTING NON CONFORMING (3) FOLLOWING CONSTRUCTION z r iX X z _ Q 65 _--- -_- - It MATCH EXISTING STRIPE EXISTING BIT PAVEMENT AREA PAVEMENT GRADE AT TO CREATE PARKING SPACES, o END OF WALK. 66.1 t ISLANDS, AND WALKWAYS AS SHOWN ,n a FA 37.75' R-30' N/F SHEPARD POLA, INC V. 177 P.49 1z x^ I� z 0 x LEGEND --- PROPERTY LINE aNG S SANITARY SEWER ROAD OHW OVERHEAD WIRES D STORM DRAINAGE W WATER SERVICE? G GAS SERVICE E ELECTRIC LINE Gpy�R�ORI� X EXISTING FENCE %B!-"�R� T TELEPHONE SERVICE o J y♦G/y�QY - - - 56- - - r EXISTING CONTOUR V ELLINGTON RD 6 PROPOSED CONTOUR cL � ROUTE 30 SITE x 56.25 EXISTING SPOT GRADE 2 j 57 50 PROPOSED SPOT GRADE O �O 5' CONCRETE PARKING TABLE SIDEWALK i BIT. PAVEMENT fF FINISHED FLOOR i TF TOP OF FRAME REQUIRED SPACES: BUSINESS OFFICE: 4' WIDE FENCE GATE. MATCH 25460 SF GROSS O 1 SPACE/4-5 SF 115 SPACES EXISTING FENCE TYPE AND x ^_ I FL FLOW LINE+ HEIGHT. OWNER WILL -- 66 - i PROMDED SPACES: 135 TOTAL SPACES DETERMINE EXACT LOCATION. 25 m ' , UTILITY POLE o' 65 SPACES ON 60 BIDWELL STREET PARCEL 70 SPACES ON 195 GOVERNOR STREET PARCEL o GG/WG GAS/WATER GATE SEDIMENT �- � _- �, p CB CATCHBASIN VICINITY MAP BARRIER-` FY FRONT YARD N T SAL 66.29 5. �,..�, � ASlot�\ \ \ \ \ \ \ ���\ \ \�\ �\ \ \ �� 1.� \ \ \ \ \ L'l�y\�.�iLl 1 -� L1 �\.1 -� 5,- - YARD - - x - __�_ , x _- 1 x --- x -- , -_ __ _ ., SY SIDE AR ,i�rrr��rr ar��r r rrrr�+rrrrrrr �r�rrrrrrrrrrr�rrr�rrrrr�rrrrrrrrr�r�rrrrrrrrr�rrrrrrrrrr'Y1�saJaA�_r�r�rrr�rrr���l�rr��r��r� -~66 t �� GENERAL NOTES: b S ,_..,'._ � � _ �-�___��--1��•V�v"�,'."�,�.,,✓'\r"1r'�✓��V-.,���^ ____ - --- ___Y�V f',l"`✓"Y-?"� � ..--- -'� I` RY REAR YARD - 67 - 68 - : - 67 - ) ,�' I O NO. PARKING SPACES PROFESSIONAL ENGINEER'S SEAL/SIGNATURE: ORIGINAL DOCUMENT CONTAINS THE LIVE SEAL AND 68 -' 70- +' " 69 -' ' " _ - - = �` -- - -- - - - - - -' '� -- I I LIVE SIGNATURE OF THE PROFESSIONAL ENGINEER. THIS DOCUMENT SHALL BE CONSIDERED TREES AND BRUSH / I UNSEALED AND UNSIGNED BY THE PROFESSIONAL ENGINEER IF SUCH .SEAL AND SIGNATURE ARE k ����`_-^ ✓'� �/ , ^..�: ��^�.� '� / t MISSING OR IF IT CONTAINS A SEAL AND/OR SIGNATURE THAT ARE COPIES. 25' RY 25' RY . `° � ., RL.- _._. _ .,_ •. .. _ ,- ._. 192.0 � I CALL BEFORE YOU DIG 1-800-9Z2-44.55: EXISTING UTILITIES HAVE BEEN PLOTTED FROM , _ _ RETAINING W f � � p ��. � , ,�• _ . • : , ,. .y .,�,.. Al t AVAILABLE SOURCES. THE LOCATIONS ARE ONLY APPROXIMATE AND THERE MAY BE ADDITIONAL �/ / / ( % l ! I �j ,.;.. :.., ' .:'� S •ttn. .5., .,r ;# yw ctri, i / I \• ��r ,; . ,a+, �+�}. . z • . .., .; t. \ r i UTILITIES WITHIN THE PROJECT AREA THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL �� ✓ �ff f w, "` y 1 '' Fyn ' -'+ 1° / EXISTING LITtLffiES WITHIN THE WORK AREA. NOTIFY EACH AFFECTED UTILITY COMPANY AND DIG -rr """ f • fir b b. r �C.i•; r��: �.., �,lrrl { ! / t•• �+ ! 1", r' s,.�y z t} �' �. PRIOR T COMMENCING CONSTRUCTION. 4, .µ c: • rn TEST PITS AS REQUIRED PRO 0 CO E _Kipt" •{•a <r'?!,:a g, - .,mac, .r .. k, m, +-' �.� / I r ,• tsa.? .tt g. r _ R F.:. •...# oo \, ; CB q EXISTING TOPOGRAPHY BY MEF.HAN do GOODIN, MAY, 2001. THE CONTRACTOR SHALL VERIFY AND TF-61-27 N I CHECK THE BENCHMARK(S) SHOWN ON THIS PLAN, PRIOR TO CONSTRUCTION. EXISTING BUILDING r �; i r r* r , , FL=64 , 1 PROPOSED LOCATION OF DUMPSTERS [ l I + NEW BUILDING ADDITION {.;� �� -< t / �' �/� \\ I / T r Q SEE ARCHITECTURAL PLANS �; '� ;•• �» ,�Y t �+.: $ THE CONTRACTOR SHALL ADJUST FINAL GRADES TO MEET FIELD CONDITIONS AND ALL AREAS SHALL CONCRETE STAIRS WITH SAFETY FOR EXACT DIMENSIONS.^ t t,►: F. F. ELEV. = i1.7BE GRADED TO DRAIN. RAILINGS (SEE ARCHITECTURAL w . Ji I I N ! DRAWINGS FOR DETAILS) �:.�"._C .,�A. rt _ �i s °li. , �ri1Kr�`' <a .-din. W IAIPR()VFAIFNTC CNf1WN nN THIS PI AN RFI ATINr TF1 PRCIPC)SF(i INt7RK 1MTHtN THE TOWN OF SOUTH \ tl 1 i •..Lc. ,: `. r~ 1 ,k? �,iiiE?CiF" ' - - A ' .. .Mn '.��LY� :i• ,. - 5r . " _"t. S�y ✓.�7,' , ,.�.it! , (s .: '=d . '�7•v LY ORDANCE WITH THE STANDARDS AND T. ,�.�:,, YV" � ET LINES SHALLvBE CARRIED OUT IN ACC WINDSOR STRE , . w •, K try.:: r t•:'` RETAINING WALL REQUIREMENTS FOR WORK WITHIN THEIR STREET ONES. ` n ' ,._ ?-.�1^: r« s- •gym. �':.w. \ ,• , . �.. �r L . TAPER NEW WALK TO MATCH t LQT O CONNECT ROOF LEADERS TO �'* .,. • ;. :. , f1;�, , r ,- -, F r ^ 2y �? e }} 5 EXISTING WALK. SAW CUT JOINT. COORDINATE ACTIVITIES AND CONFORM TO THE REQUIREMENTS OF THE OF THE VARIOUS UTILITY ti - , �. y r- •� - " -1 A'�:'. C t ` ' �., t`. 4'.- tbi. ?r _' a y .y . .. '> L �4- °•d; �, f c 1 NEW DRAIN PIPE. 6 PVC, �a;;; �,• ,, .. .�;., •, , , . ,.; . 3 � ,�. T ;:, , , • " . ,,;� A; • t: , -�,,,� ;. N ,,,, .,. :�.•,,.• . ,, ,, ,�,,� / COMPANIES FOR WORK NEAR THEIR FACILITIES AND FOR RELOCATION OF EXISTING SERVICE LINES 7 1 1 S F s s.? • >tr �';.i`r,�..•S E�, , 3" t ax.p f.T. \ �\. 2 6 , 5 / S=0.01 FT/FT MIN (TYP) . M .k,4 ..,. ...,+i� a: ;''yl: - ( AS MAY BE NECESSARY TO COMPLETE THE PROPOSED WORK SHOWN ON THIS SITE PLAN. iT IS \ \ \ \ \ \ / / f 16.67 AC / ?� { ., ;r x; �k T+ i �' ', . (�' . `, tj- �'T w j , p I ANTICIPATED THAT THE EXISTING UNDERGROUND GAS, ELECTRIC AND TEL SERVICES WILL \\ \ V / 1 ' �'/ o ��� r NEW BUILDING ADDITION,«� S+ ,� \ t ( REQUIRE VERTICAL RELOCATION. / / ! RL'� ` SEE ARCHITECTURAL PLANS r \ ! l -70 EXISTING TREE TO �" '� `< �' � FOR EXACT DIMENSIONS. a .r -- �: __ _ _ : = _ _ - _ , SIDEWALK RAMP TYPE 4 COORDINATE ACTIVITIES WITH THE ARCHITECTURAL DRAWINGS AND REFER TO THOSE DRAWINGS FOR N REMAIN (PROTECT <''° �`_`` '=_� J \ DETAILS AND DIMENSIONS IN THE AREAS OF THE NEW BUILDING ADDITIONS AND FOR DEMOLITION 5 BIT. CONCRETE WALK. U' REMOVE CONCRETE DURING CONSTRUCTION '' t :'`r u�::a� CB I COORDINATE EXACT PAD ) ;, E�LARCHITECTURALDOUR - TF=68.49 f OF EXISTING BUILDING ITEMS. IIl I LOCATION WITH ARCHITECT ,,. ,$ ' FF=71.8: FL=64.24i�•,�S FOR DETAILS / �� UNLESS OTHERWISE SPECIFICALLY NOTED, PROVIDE BITUMINOUS CONCRETE LIP CURBING AT ALL II CJN� ,t4 t� NTRANCE AREA . / {I ICAO fig. N/F NICHOLAS EDGES OF PAVEMENT EXCEPT ADJACENT TO CONCRETE SIDEWALKS WHERE CONCRETE CURB SHALL I . L i It�e ...,.. - - - - -- 1 - - _ RF INQTA1 I Ft1 \ f i 1 I REMOVE EXISTING TRANSFORMER. � '-''. �� ,,.r r ' ` ' ' t \\t__. A _ _ - - -- I MARA;LINO a INSTALL NEW TRANSFORMER �;�,� CONCRETE CURB ANO - = � -- - - WHERE SHOWN, REMOVE EXISTING BIT. PAVEMENT AND CURBING EXCAVATE AND STOCKPILE F:L. (SEE MECHANICAL PLANS) SIDEWALK FLUSH WITH 5' CONCRETE SIDEWALK 30.0' 1 / I V.543 P.245 \� `•,� l l j � / f 204 -10" PVC ROOF DRAIN ti O � � t SUITABLE BASE FOR REUSE. GRADE AND INSTALL NEW BR. CONCRETE PAVEMENT AND BASE. PIPE S•0.012 FT/Ft' PAVEMENT AT HC SPACE WITH CONCRETE CURB. It 14.5't PRIGATION SYSTEM SLEEVES: THE SITE CONTRACTOR SHALL INSTALL SLEEVES FOR THE NEW \ r .0 SIGN S1 2 'w PV ( IRRIGATION SYSTEM UNDER THE WALKS AND SIT PAVEMENT AREAS AS SHOWN ON THE IRRIGATION ' rk �Ya't SIGN S1 (1 LOCATIONS) ; p PLAN. COORDINATE THIS WORK WITH THE LANDSCAPE CONTRACTOR. REMOVE TREE `�: • ,,� � �+; v ,�, I REMOVE AND RECONSTRUCT AND SHRUBS �� LOCATION) 8' \ II �) %'` BIT. CONC. PAVEMENT.4 a �, tl rn TOPSOIL• THE SITE CONTRACTOR SHALL SPREAD TOPSOIL FROM THE STOCKPILES ON AND SHALL (� / V., \f ROUGH GRADE ALL DISTURBED AREAS DESIGNATED FOR 'LAWN" SHOWN ON THE LANDSCAPE PLAN. FF= 71, 72 SIGN S3 (6 1 I+ THE LANDSCAPE CONTRACTOR WILL FINE GRADE AND ESTABLISH TURF. COORDINATE THIS WORK / RAMP BIT. WALK DOWN TO 18' t REMOVE EXIST CONC WALK. } G RL LOCATIONS �{ 1 14.5'f II NEW 5' CONCRETE SIDEWALK WITH THE LANDSCAPE CONTRACTOR. ALL TOPSOIL SHALL BE SCREENED FOR STICKS AND STONES MEET PAVEMENT GRADE ) CONC STEP ) Rg AND OTHER DELETERIOUS MATERIAL GREATER THAN 1" PRIOR TO SPREADING. car 1 I (MAX SLOPE=1 INCH FOOT' Y WITH CONCRETE CU T / ) UNDERGROUND � ', OR AND 50'f �i TOP STEP=70 36 a '` � �t MATCH LOCATION OF EXISTING WIRE AND\ ; I VENT PIPE" ` C NC STEP , BACK OF WALK. JGAMETER/PIPES p 4" PAINTED4' { SHRUBS II t _ _ :,.r.. _, ,�.,�,~ - - -,..- ` 4 I REMOVE CONC. WALK AND LINES. l I Try -15 (TREE `` 'k ♦ CONC WALK I RECONSTRUCT 5' BIT. CONC. GENERAL NOTES: NEW BIT. CONC. 1 SHRUBS 1 E.T. C�EANOU . \t ` ♦ ��- --- ," WALK. COORDINATE EXACT r • '�A s' ` T �� .1�. I 11 DATUM IS ASSUMED BASED ON ELEVATIONS SHOWN ON MAP REFERENCE PAVEMENT, �.4 , # - - --- -- -- NUMBER TWO LOCATION WITH ARCHITECT 1. VERTICAL • MAP REFERENCIE'S: - t 10 °O O) O II /% I IDO t REFERENCE IS MADE TO THE FOLLOWING MAPS OR SURVEYS FROM WHICH DATA WAS USED. IN - I ✓ , y' O tt THE PREPARATION OF THIS SURVEY AND MAP: I R=6' / t 5" TREE • . 1 i !� It I \ R=3 I ��" TREE �4c I BENCH MARK 1. SITE DEVELOPMENT PLAN FOR SHEPARD-POLA INC., GOVERNORS HIGHWAY, SOUTH �, Ei!T F'ARhtvG L.II R=6' R=5.5' WiNDST SCALE 1"=40', JULY 1972, REV MARCH 1984, CERTIFIED CLASS A-2 BY WILLIAM J. _ \ 9' <- _ ; R=3' \ , �TMP 31' 12' 3' _ _ - • I I RR SPIKE ---- -70 -- + o? ' 5' WIDE PLANTED �' _ ; �, !{ ' CARRiNGTON, REG L S. \ •''" > ,,� I CROSSWALK �tJ OMIT CURB �_ t 67. 70' 2. IMPROVEMENT LOCATION SURVEY RECORD DRAWING SEWERLINE- PLAN AND PROFILE fly CONCRETE �� R=50' I!a�-~ ti PREPARED FOR LOT 9- J.E.S. INDUSTRIAL PARK SOUTH WINDSOR, CONNECTICUT DATE AROUND TREE CURB + \\\ I N I ( r RR SPIKE CONC WALK 1 1-3-98 SHEET 1 OF 1. / r R=3' I �F�- - R�26 ♦ I HYDRANT`tTt( NOTES AN DECLARATIONS: �I R=7 5' K �� / R=6 �, -- �, • �""w..-!� - - -b- -' D THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE REGULATIONS OF R=3' F?=3' \I R=10'/ 6� r • • r 24" RCP ` R=10' = J - WG -- --- CONNECTICUT STATE AGENCIES, SECTIONS 20-300B-1 THRU 20-300B-20, THE MINIMUM 67 -70� ~ D - w STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT ENDORSED BY THE 24 Rt.t' W - CB w CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS ' D 6 ��- TOPOGRAPHIC, THE BOUNDARY DETERMINATION CATEGORY IS N/A. AND THE VERTICAL _ yVA R TF=67 54 _ D D ;LAG t y 8 FL=62 88 (24") ACCURACY CONFORMS TO T-2 AND THE HORIZONTAL ACCURACY CONFORMS TO C-1. R=3' i 11 D - - - - - ` >J - - - -- - -- - - - - - - - - -- _ - �i�1 K B D nAD F!_=F3.50 (1?"1 NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS IT cp_ -V V � F = _ _ - _. �� 67 70 TF= 67 60 L~ BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE ♦� FL=63.10 24") NAME AND REGISTRATION NUMBER APPEAR BELOW. ANY CHANGES MADE TO THIS PLAN 1) _-+ -- I 15' TREE I;f�t ^'• _:63.10 12" - - - - - -'- - - _ - - - - - - - _ - _ - - , - WITHOUT THE KNOWLEDGE OF THE SIGNERS INVALIDATES THESE DECLARATIONS. TREE_ 4t ST�)MF' yF I r��� If / L �ii ---- "' , nu,., yam' - - - - ?�HJ - �✓- _ - - - - - _ - _ _ - - - -+ - - - - ' \=J °y rt / �- �'� `o _ {� ') I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF: �\ 10, SY Ip 24` u tl �� s - ' EXISTING TREE TO \ '''-C- a p' _ _ ' Wi; \ REMAIN (PROTECT > THE PROPERTY LINES DEPICTED HEREON DO NOT REPRESENT THE SURVEYOR'S �- cn 324.00' %p R_6 R-1 Ip O A0, CL6cP.:11 - DURING CONSTRUCTION) CL&P 21004 PROPERTY/BOUNDARY OPINION. BIT PARKING OT 69 �� ems, r B ' > THE PREMISES DEPICTED HEREON ARE NOT LOCATED WITHIN A FEDERAL FLOOD HAZARD ` R-6 4F F =67.74 ZONE AS SHOWN ON FEDERAL INSURANCE ADMINISTRATION MAP FOR COMMUNITY NUMBER .�- . -.. •- � _ i1 r A,t►��.;� ----r d- Ir r � / TF " _ - It SEDIMENT �\ �, 1 - ♦ 6 ,6 + FL=66.03 1 <'IN) SAWCUT AND SEAL JOINT BETWEEN 090036, PANEL NUMBER 0007B, DATED MAY 1, 1980: FL-63.74 12" CuT) EXISTING AND NEW PAVEMENT. _ 1 \ + o 0 MATCH GRADES AT JOINT. > TO MY KNOWLEDGE AND BELIEF, AP IS SUBSTANTIALLY CORRECT AS NOTED $fT. PARKING LOT Ip mot, - - - - - - _. _ �' \��� HEREON. CAP END OF PIPE AT FL=66.23 - CONNECT TO EXISTING - t (THIS PIPE IS FOR POTENTIAL rEL BOX \ , lI ,(� CATCHBASIN AT FL=64.8 ---------------------------------____--___--�_ FUTURE EXPANSION) I It 1 00 , Ii `V� \ �r.A► F ►" 2O' RICHARD MEEHAN, L.L.S. 12330 169.61 90'-15 ADS-N12 PIPE ! f R=9' 69.0 105'-15" ADS-N12 PIPE S=0.005 COORDINATE DRAIN INSTALLATION I 96'-12" ADS -N12 AP "' ��-'~ S-0.005 FT/FT 11 , i ;. FT/FT. HORIZ. R=600't TO WITH THE UTILITY COMPANY AND REVISION DATE �� S �0 5�`Fl REMOVE Yf2EE '- •t AVOID WATER GATE. RELOCATE COMPLY WITH THEIR REQUIREMENTS _ AWOL Meehan & Goodin T4�MP PH�E °� It 6, �/i�// OTHER EXISTING UTILITY SERVICES AS FOR WORK NEAR THE POLE AND IFC REVISIONS 06-27-2001 �Nr� ,' * "'-' _ _ . _, ; ,R • �=; I1 ♦' ♦� REQUIRED TO INSTALL NEW DRAIN - GUY ANCHORS. _M_ Engineers - Surveyors, P.C. REMOVE AND RECONSTRUCT II CID^`4 �,,/y \ SEE NOTES WAMW 387 North Main Street, Monchester, CT 06040 BIT. CONC. PAVEMENT. ;� "l 1;`•' . II / 'r ♦� - ,�r (860) 643-2520 FAX (860) 649-8806 t f tI �EXISTING TREE TO -- TY�t~• C,L� --CAB O r /i RESET GAS AND WATER '1 PTF-11 � 4�� GATE BOXES TO GRADE 69 6 ' S' BIT. CONCRETE WALK. It �► �♦ REMAIN (PROTECT PLAN PREPARED FOR FL-65.75 s `~ COORDINATE EXACT It t ( t 0' SY ,� . • •• • • " I %f DURING CONSTRUCTION) LOCATION WITH ARCHITECT SIGN S1 (2 n �� ,�P `;► 1 �g.00:_._ - _-- LOCATIONS) ��j���-�,r. SEu s,o� �.N.,,, NOTE INTERNATIONAL FUEL CELLS SAWCUT AND SEAL JOINT BETWEEN `� O �e+� - .FCC THIS DRAW IS AN INSTRUMENT OF ,'[♦/ EXISTING AND NEW PAVEMENT F��`� p,go ME /n�i��� �ey�P��'y��L � !cG: NS THE giDWELL ROAD SOUTH WINDSOR, CONN. + _ _ j.<1 TYPE "A" CB ,4 SEDIMENT MATCH GRADES AT JOINT. �� : V �� : i ;, Jy o yysT _ i r�toPERTY MEEHua GOODIN. IT 60 r LIMITED PART R S'HI P TF CB-69.8 o • Is TO BE USED ONLY FOR THIS j TF MH=69.9 TYPE 'C-L" CB ,/ Q11 t, DY--: -��J V 3 39 P. 234 FL=65.3 40'-15" ADS-N12 PIPE TF=68.9 i Sr0.005 FT/FT FL-65.5 , ,,` BARRIER RAMP BIT. WALK DOWN TO MEET PAVEMENT GRADE (MAX SLOPE-1 INCH/FOOT) r •' �Z f3 •• ��CcN.Qy�g6.� ��� ;~ , sy A, Z ,`� =. SPECIFIC PROJECT AND SHALL LOANED• COPIED, MODWIED OR NOT BE TOPOGRAPHIC/PARKING SITE PLAN "``�-�•.'i �- '- � � REPRocx►cED wrtwcxrr THE WRITTEN A No. 12000 ,i t CONSENT OF MF.EHAN & GOODIN ANY �E: 1' a 20' DESIGN: EFtJ PROJECT: 01095 ACAD: 01095.0WG �PA_gFG'STEROrI ca��'� Ifs DDAATE ED MODIFICATIONS WILL •� `� a N CERTIFICATIONS AND DECLARATIONS DATE: 6715-2001 DRAFT- ER:' G:\\'SC13\WORK SHEET NO. _1 . OF _-2_• A L co" C•ON'TAINED HERFAN EROSION AND SEDIMENT CONTROL PLAN CARE SHALL BE TAKEN DURING CONSTRUCTION TO INSTALL AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS AS SHOWN AND AS REQUIRED SO AS TO MINIMIZE EROSION POTENTIAL AND TO PREVENT THE MIGRATION OF SEDIMENTS INTO DRAINAGE SYSTEMS, WETLANDS OR OFFSITE. PLACE SEDIMENT BARRIERS AS REQUIRED TO INTERCEPT AND FILTER OVERLAND STORM WATER RUNOFF PRIOR TO LEAVING THE PROJECT SITE OR ENTERING DRAINAGE FACILITIES OR WETLANDS. IMMEDIATELY AFTER ESTABLISHING FINAL GRADES, ALL DISTURBED AREAS SHALL BE PAVED, TOPSOILED AND SEEDED, OR MULCHED, AS APPROPRIATE, AND MAINTAINED UNTIL STABILIZED. ALL CONSTRUCTION PROCEDURES SHALL BE IN GENERAL ACCORDANCE WITH THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION. THE IMPLEMENTATION AND MAINTENANCE OF THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE THE RESPONSIBILITY OF THE OWNER OR THEIR AGENT. THICKNESS CONNDOT 2" CRUSHED STONE FILTER FABRIC AMOCO 2002 OR EQUIVALENT CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE 'pt'• 4' +/- POST OR OTHER VARIES (10' +/-) /SUITABLE MOUNTING w 0- NFILTER FABRIC EXISTING IL GROUND 6" BURIED FABRIC 0 FLOWAft —«.. ANCHOR FILTER I I MIN. WAITBH I INTO GROUND ` IL SECTION NOTE: POST SPACING AND EMBEDMENT VARIES BASED ON THE FABRIC MANUFACTURER'S REQUIREMENTS. SILT FENCE NOT TO SCALE 0 I f� #8 REBAR FOR Rer_ REMOVAL & HI -FLAW SILTSACK MANUFACTURED Bl ACF OR EQUIVALEN E R BIT. CONC. CLASS 2 (2 COURSE) MATCH EXISTING THICKNESS (3" MINIMUM THICKNESS) SAW CUT AND PROCESSED GRAVEL BASE SEAL JOINT MATCH EXISTING THICKNESS (8" MINIMUM THICKNESS) ELEVATION SILT FENCE SHALL BE AMOCO "SILT STOP" OR EQUIVALENT- i SILTSACKS SHALL BE EMPTIED WHEN THEY HAVE COLLECTED 1 TO 1.5 FEET OF SEDIMENT. INSPECT EVERY 2 TO 3 WEEKS OR AFTER EVERY MAJOR RAINFALL. SILTSACK . EROSION CONTROL AT CATCHBASIN NOT TO SCALE ALUMINUM SIGN (TYPE AND SIZE AS SHOWN) STEEL SIGN\fOST FINISHED GRADE z CONCRETE BASE � II • II N : z 1 n LJ ._ 1 5" MIN 18" DIA MIN. COLORS TO CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" TRAFFIC SIGNS NOT TO SCALE 12" HANDICAPPED 181, PARKING STATE PERMIT REQUIRED VAN 6" ACCESSIBLE SIGN S1 RON ,•C .•t•,.2m- 12*r,� t . UNDISTURBED COMPACTED SUBGRADE EXISTING BASE PARKING LOT PAVEMENT SECTION NOT TO SCALE 15' * _I 1/2" PREFORMED Ir EXPANSION 5' * 5' • 5' * JOINT FILLER In x v � � a o0- \\ T001 Fn JOINTS * OR AS DIRECTED DEPTH-1/4 DEPTH OF SIDEWALK PLAN SHOWN ON 3" MIN W10xW10 (BROOM 2" FROM BASE/1 1 4" PER FT in GRAVEL BASE COMPACT IN 2 LAYERS SECTION 3" M I� 24" SIGN S2 CONCRETE SIDEWALK NOT TO SCALE SHOWN ON J4 O 12" BOTH WAYS (BROOM 4" FROM BASE 1 4" PER FT 0D GRAVEL BASE COMPACT .,/ IN 2 LAYERS DUMPSTER PAD 24" NOT TO SCALE 12" VISITOR PARKING 18" ONLY SIGN S3 RESTORE SURFACE IN KIND 9" 2" MIN. R=2" " Z 6 48. 21' BITUMINOUS CONCRETE (MACHINE FORMED) 0- - O N PAVEMENT 1" UP / 0 I. z_ BITUMINOUS CONCRETE LIP CURBING o g 777 U tD NOT TO SCALE 1 /4" PITCH 1 /22" 1E/X2PANSION JOINT FILLER AND JOINT SEAL its RADIUS IF CURBING ABUTS CONCRETE 6" PAVEMENT OR SIDEWALK 6" OR AS SHOWN ON PLANS - - - - - A PAVEMENT 6" PRECAST CONCRETE 6" 7" 6" CURB UNITS OR CLASS 'A' CONCRETE GRAVEL FOR STRAIGHT CURB CONCRETE FOR RADIUS CURB CONCRETE CURBING NOT TO SCALE DEPRESS SIDEWALK 1" PER Fr 36" MIN 1" PER FT MAX 40" MAX MAX BACK OF WALK CURB I CUT I GUTTER LINE ELEVATION FACE OF CURB RAMP SIMILAR FOR SIDEWALK RAMP TYPE 4 CURVED SIDEWALKS NOT TO SCALE _ AS SHOWN O_ N DRAWINGS _I (' 1 I ( 1.5" BIT. CONCRETE 6" GRAVEL REMOVE STONES LARGER THAN 6" WITHIN TOP 8" OF SUBGRADE AND RECOMPACT BITUMINOUS CONCRETE SIDEWALK NOT TO SCALE July 31, 2001 CERTIFIED MAIL GROUND OR STREET SURFACE ROCK (IF APPLICABLE) all l T' SUITABLE BACKFILL MATERIAL . 79 1: :• UNDISTURBED GROUND 1 op• GRAVEL FILL STORM DRAIN PIPE HORIZ. ROCK LIMIT �c O.D. + 2' (PIPE <30") STORM DRAIN O.D. + 3' (PIPE ->30") TYPICAL TRENCH DETAIL NOT TO SCALE 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 International Fuel Cells, Inc. 195 Governor's Highway South Windsor, CT 06074 Dear Sir/Madam: Re: Appl 01-27P, International Fuel Cells Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on July 17, 2001 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the conversion of an existing 25,000 sq. ft. manufacturing space to general office space, and a parking lot expansion on property located 60 Bidwell Rd., I zone as shown on plans prepared by Meehan & Goodin Engineers, Job No. 01095, dated 615101 as revised. This approval is subject to the following modifications: I. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 4. Footing drains are required if the building has a basement. 5. A landscape bond in the amount of $3,000 is required and must be submitted prior to filing of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. Lights are to be placed on timers. 8. Per the letter of July 18, 2001 from Shepard-Pola, Inc. parking will be shared between Shepard Pola, Inc. and International Fuel Cells, Inc. as long as 60 Bidwell Rd. requires. Black and white transparent mylars of Sheet #2 (Plot Plan) with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, Walter J. Mealy, Chairman Planning and Zoning Commission WJM/dlf cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal / Meehan & Goodin Engineers✓ A G• � I IT I IOUT1 I IN FI I I I r- -I - - I- - T T I _J I 1 I l i I A I I I I :IN] OUT __ I I I I I I I I I I I L_-----L1_ _---J MANHOLE FRAME & COVER PLAN CATCHBASIN/MANHOLE CURB LINE ADJUST TO GRADE WITH A MAX. OF TWO COURSES OF BRICK, OR USE CONCRETE BLOCK OR PRECAST EXTENSIONS. ao .• O 18" MIN o OUT- IN -IN - IN to I O W -- ou 3.7' DBAFFLE > — — — — w a 6" WALLS MIN x a >< 9, _ I 7' I SECTION B-B SECTION A -A NOTES: CONSTRUCTION JOINTS TO BE SEALED WITH 1" BUTYL RUBBER OR EQUIVALENT. BAFFLE SHALL BE CONSTRUCTED OF CAST MATERIAL WITH THRU HOLES OR OF CONCRETE BLOCK WITH WEEP HOLES ABOVE THE OUTLET FLOW LINE. MANHOLE SAFETY STEPS SHALL BE INSTALLED AT 12" VERTICAL INTERVALS BEGINNING 12" BELOW THE TOP OF FRAME ELEVATION. THE UNIT SHALL BE DESIGNED FOR A HS-20-44 LOADING. ALL PRECAST CONCRETE PRODUCTS MUST HAVE THE CASTING DATE CLEARLY LABELED ON EACH PRODUCT. NO PRECAST CONCRETE PRODUCT SHALL BE DELIVERED TO THE SITE WITHIN THE SEVEN DAY PERIOD FOLLOWING THE CASTING DATE. SECTION TYPE 'A' CATCH BASIN NOT TO SCALE TYPE CL CATCH BASIN TOP NOTES: 1. WALLS OF ALL CATCH BASINS OVER 10 FEET DEEP TO BE INCREASED TO 12" THICKNESS. INSIDE 100 DIMENSIONS TO REMAIN THE SAME. 2. PROVIDE 2" DIA. WEEPHOLES IN EACH WALL AT LOWEST INVERT ELEVATION. 3. REVISE DIMENSIONS IF USING DOUBLE GRATE. 56 3/4" TYPE A GRATE 4'-0- (SINGLE GRATE 8" BASIN TOP -+— REDUCER .F— REQUIRED RISER -+— 3' BASE RISER I MINIIMUUMM 1 f'-1--T 520 — T MIN �24" PLACE ON 6" ��� GRAVEL BASE 5'-4" (SINGLE GRATE) 4'-4" (SINGLE GRATE) (7'-10 1/2" DOUBLE GRATE TYPE II) (6-'3/8" DOUBLE GRATE TYPE I) TYPE 'C--L' CATCH BASIN NOT TO SCALE REVISION DATE / r A Meehan & Goodin Engineers — Surveyors, P.C. IFC REVISIONS 06-27-2001 -`w 387 North Main Street, Manchester, CT 06040 (860) 643-2520 FAX (860) 649-8806 PLAN PREPARED FOR e INTERNATIONAL FUEL CELLS SEAL ,.S�., NOTE: 4ky"" ,0- d OyN = �O Q S - G THIS DRAWING IS AN INSTRUMENT OF SERVICE OF AND REMAINS THE 60 BIDWELL ROAD SOUTH WINDSOR, CONN. a C�J PROPERTY OF MEEHAN & GOODIN. IT PARKING SITE NOTES AND DETAILS *; 00 _; IS TO BE USED ONLY FOR THIS SPECIFIC PROJECT AND SHALL NOT BE LOANED, COPIED, MODIFIED OR x o L No. 12000 �' �a REPRODUCED WITHOUT THE WRITTEN i TECH O ,<�Q tv ....... `"4 FS• _- STEM , �� CONSENT OF MEEHAN & GOODIN. ANY UNAUTHORIZED MODIFICATIONS WILL " yair� � Na�0+ INVALIDATE ALL SIGNATURES, SCALE: 1 = 20 DESIGN: ERJ PROJECT: 01095 ACAD: 01095.DWG rruaMaFaY CERTIFICATIONS AND DECLARATIONS DATE: 6-15-2001 DRAFT: ERJ G:\\SC13\WORK SHEET NO. _2_ OF -2- CONTAINED HEREON. I1 11 � {{ 8 1{ {{ {i 11 '{1 {{ II LAWN = = = == LAWN `� \ 5 LAWN 0' 20' 40' 60' i i Elam Schedule f3otanica i Name Common Name size Conc Deciduous Trees Acer saccharum ' Green Mountain' Green Mountain Sugar Maple 2 1/2"-3" 545 Koelreuterfa paniculata Goldenraintree 2 1/2"-3" B45 Liquidambar st raciflua Sweet Gum 2 1/2"-3" B45 Sophora japonica Japanese Pagodatree 2-21/2" Cal, B45 Zelkova serrata 'Green Vase' Careen Vase Zelkova Cal. B45 Flowering Trees Cornus kousa Ma lus sargentii Prunus sargentii 'Columnaris' Evergreen Trees Picea glauca Thuja occidentalfs 'Nigra' Shrubs Azalea 'Blaauws Pink' Azalea 'Delaware Valley LLhite' i3erberis thunbereii 'Crimson Pygmy' Cotoneaster apiculatus Euonymus alatus 'Compactus' Hydrangea grandifolfa 'Annabelle' Hydrangea eluercifolia 'Snow Queen' Ilex crenate Compacta' flex glabra Ilex glabra 'Shamrock' Kaimia latifolia Rhamnus 'Ta l (hedgge' Spiraea x bumalda 'Anthony UJaterer' 69ringa patula 'Miss Kim' Taxus x media 'Densiformis' Viburnum trilobum Groundcover Be 200 Hedera helix "Baltica" Perennia is Kousa Dogwood 6-8' 54B Sargent Crabapple 2"-21/2" Cal. 545 Columnar Sargent Cherry 21/2"-3" Cal. B4B I.Uhite Spruce 6'-8' e48 Dark American Arborvitea 4'-5' 545 Blaauws Pink Azalea 18"-24" B4B Delaware Valley White Azalea 18"-24" 18"-24" Cont. Crimson Py my Barberry �otoneaster 545 Cranberry 18"-24" 545 Dwarf Burning Bush 31/2'-4' 545 Annabelle BigLeaf Hydrangea Oak Leaf Hydrangea 18"-24" 18"-24" B4B B45 Compact Japanese Holly 18"-24" 545 lrkberry 18"-24" 545 Shamrock Dwarf inkberry 18"-24" 15415 Mountain Laurel iS"-24" 545 TaIlhedge Buckthorn 5'-6' 54B Anthony Waterer Spirea 2 Gal. e45 Miss Kim Lilac 3'-4' 54B Dense Spreading Yew 30"-36" 545 American Cranbsrrybush Viburnum 1&"-24" 545 English Ivy 2yr plant/50 per flat Achillea 'Moonshine' Moonshine Yarrow i qt. Aquilegia 'McKannas Hybrfds' Aster 'Professor Kiphoff' McKannas Hybrid Columbine New York Aster i qt. 1 nove-belgif qt. Athyrium Felix-femina Lady Fern 1 qt. Cimicifuga racemosa Bug bans i qt. Coreopsis verticillate 'Moonbeam' Tickseed i qt. Echinacea pur urea 'Magnus' Eupatorium fistuloeum Purple Cone Flower Joe PNe Weed i qt. i qt. 1 Geranium maculatum Cranesbill qt, Hemerocallis 'Stele-ds-Oro' Stele de Oro Daylily 1 qt. Hemerocallis 'Hyperion' Hyperion Daylily 1 qt, Hemerocallis (orange) Daylily 1 qt. Hemerocallis (red) Daylily 1 qt. Heuchera 'Purple Palace' Purple Coralbells 1 qt. Hosta 'Krossa Regal' Krossa Regal Hosta i qt. Hosta 'Royal Standard' Royyal Standard Hosta 1 qt. Hosta sieboldiana 'EleggIans' SieFcold Plantainlily i qt. Hosta fortunes 'Frances Frances Plantainlily 1 qt. Iberia sempervirens Candytuft 1 qt. Miscanthus 'Morning Light' Morning Light Grass 1 qt. Narcissus sp. Mixed Daf1`odils 2 yr bulb Paeonta suffruticoea Peony 1 qt. Pennisetum a lopecuroides Founta ingrass 1 qt. Phlox subulata Moss Phlox i qt, Polystichum achrosticoides 'Goldsturm' Christmas Fern Susan i qt. 1 Rudbeckfa fulgicla elackeyed qt. Salvia splendene Garden Sage 1 qt. Sedum 'Autumn Joy' Autumn Joy Sedum 1 qt. iOTE 1. Prune 4 deep root fertilize all existing trees shown on the plan. Maintenance Prune: Crown Cleaning (2" 4 higher), Crown raising. 2. Topsoil will be provided by the Owner and spread by the site Contractor. Landscape contractor to have topsoil tested and amended per the soil test or at the following rate: Lime - 150 lbe/1000 SF Superphosphate - 10 Ibs/1000 SF Fertilizer - 1 pd/CY Bonemea 1 - 5 pb/CY EXISTING SHADE TREE + 5 Pol + 3 R R + B� + ° a°•F/A p °• . Vet J•T 04 50 Nar i 5 Aqu 11 % o R + pR. ° D. R P •• ' ° 1> D• + + 12 Phlox ` D R 4 c 1 Scale: 1/8"= F-O" 3 AA 3 Rud k� 12 Hem2 • • , 1 Eup MPae R Rrh 9 Cor 12 Sal 7 Heu 3 Sed ��m 5 Sed 4 Pen Annuals 1 Pae ells, 12 Rud TO DESIGN ................................... .................................. ................................... .................................. ................................... 56 Arbor Street Hartford, GT. 06106 $60-231-6206 Fax: 236-3220 Owner: INTERNATIONAL FUEL CELL5 100 5idell Road South Windsor Connecticut (00 Bidwell road South Windsor Connecticut Landecape Plan Date: June 18, 2001 5<;a le: 1" = 20' Dralun 1" 1IRR Project No: 1221 He 1221-Site Flan.dlu Rev; June 21, 2001, &A 411 2" �I1-1I1-1II.,III I� IIIIIIIm HYDROSEED OR SOD FERTILIZE PER SPECIFICATION FINED DE TOPSOIL TOF&O1L/LAUJN=Top5oi1 to be Supplied by the Owner NOT TO SCALE eprea b by the e i to C�Ontra Ctor EXietine Tree Notes WHEN EXCAVATING WITHIN THE DRIPLINE OF EXISTING TREES, USE ONLY HAND TOOLS. CARE SHALL BE TAKEN TO ENSURE THAT TREE ROOTS ARE NOT DAMAGED IN ANY WAY. THE INSPECTOR SHALL BE NOTIFIED IMMEDIATELY WHENEVER TREE ROOTS ARE ENCOUNTERED. FURTHER EXCAVATING AT THAT LOCATION SHALL BE AS DIRECTED BY THE INSPECTOR. EXIST. BIT. -2 PARKING LOT o• D 5" THICK CAST IN PLACE CONC. U14LK ON 12" GRAVEL FILL. ' 4OW CONCRETE w/ FINE CA e I C n•. SRXM FINISH, TYP. 1 D — IV211 I.D. CSALYANILMI) RAIL Q PRII ED AND FAINTED 1 itl I . D _1 fV b' 1 1' D CV D _ 1 CONCRETE BITUMINOUS •I D _1 t!� 5• -011 NOTE: REFER TO SITE PLAN AND LANDSCAPE PLAN FOR ADDITIONAL vFOI�iATivi�, iI�iCLuDiIvC.� ,•..• SPOT GRADES SCALE: 1/a" = 1'-0` NEU1 a VEST. . • .. � 1=xi�T -I'-oil BLDG. C.S.A. MAPa< THE NORTH 61OZ OF THE TREE /N THE• NURSERY, ,AND ROTATE TREE TO FACE NORTH ,AT THE 5/TF 2 IN, MULCH. DO NOT PLACE - MULCH /N CONTACT WITH TREE TRUNK Oft NIGH jO/L �, -�FUC R — $EYOND EDGE OF ROOT BALL , 0 SLOPE immm 8' DGA. MULCH RING NOTES: 1. IMPROVED 60/L MIX: 55R TOPSOIL, 25� EXC,AV,ATEO MATERIAL, 20%. COMP057 2. WOI;a< MYCORRH/ZA1 FUND/ $ SOIL POL Y-IER5 INTO 50/L PER SPECIFICATIONS. 3. TREES KNOaN TO BE A FALL PLANTING HAZARD SI-GALL BE PLANTEtO IN THE SPRING/EARLY SUMMER ONL -r r�1 d ♦ It I. I — 2 t-`l=AN I INC3 NOT TO SCALE DO NOT NEAV/L Y PRUNE THE TREE' AT PLANT/NG. PRUNE ONL Y CROSSOVER L /M85, CO -DOMINANT LE'.AOERS, ,AND BROKEN OR DEAD BRANCNES. •5OME INTERIOR TWIGS ,ANO LATERAL. BRANCHES mAr BE PRUNED+ HOWEVER, oc, NOT REMOVE THE TEf vNAL BUDS OF BR.ANCNES THAT EXTEND TO THE• EOCiE OF THE CR01:1 N SPRAY WITH ANTI-DESSICANT IF FOLIAGE IS PRESENT. PLANTING HOLE 01A. = 3X ROOTBALL OIA. PLANT EACH TREE SUCH THAT THE TRUNK FLARE /5 V/6/15LE AT THE TOP OF THE ROOT BALL. TREES WHERE 71-4E TRUNK FLARE 16 NOT V/S/BLE 614ALL aE REJECTEO. DO NOT COVER THE TOP' OF THE ROOT BALL WITH 50/L. REMOVE BURLAP ROPE, t WIRE m AND --SIDES OF 5� SCARIFY 6U564-i-1 ,,..1. IF PLANT /S SN/PPEO WITH A WIRE BASKET ,AROUND ROOT BALL, CUT WIRE BASKET /N FOUR PLACES AND FOLO OOV N a /N INTO PL.ANT/N(S HOLE iR N i'�i'I.'iLvH, NTINUOUS IN ANTIN6 BEDS :ANT/Na KCAVAT/ON TO BE �INTINUOUS WILDFLOWER MIX TO BE 1 PART "PERENNIAL NORTHEASTERN WILDFLOWER MIXTURE" AND 2 PARTS "SHEEP FESCUE", AVAILABLE FROM THE CHAS. HART SEED CO., WETHERSFIELD, CT, 1,WO326,HART. I RATE: WILDFLOWER 6L5/4C SHEEP FESCUE 12L8/AC LAWN: 60% KENTUCKY BLUEGRASS 30910 CHEWING RED FESCUE 10510 PERENNIAL RYEGRASS NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL CONSTRICTION ,AND SUBMITTALS ON PAINT, M 1 1%" I D.o PTD. METAL PIPE RAIL SET IN PIPE SLEEVE WATERPROOF t SEAL - TYR z. U 04 REBAR NOSING$ I I I 1 "5 BARS 4$�ZUIII1L�11_�I 1111�� 11111IIII1�� IIIIII1IIImIIIII� r+ 3 04 BARS FTG. RE STEP FOOTING and 811 911 4 GII < E! V � — — — — — — __E FOUNDATION WALL BEYOND < � TYP. FOOTING and WALL at 4 ` 4� TOP, BOTTOM and SIDES OF STAIR NOTE: COORDINATE FINAL STAIR LOCATION WITH DATA CONDUITS, INSTALLED BY OTHERS. SECTION CONCRETE 6TA I R SCALE: 1/21' = 11-011 f1lartire Notes 1. ALL PLANTING MATERIAL TO BE NURSERY GROWN STOCK SUBJECT TO APPLICABLE AAN. STANDARDS. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANTS IN QUANTITIES SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND LISTED IN THE PLANT LIST. IN THE EVENT OF A DISCREPANCY BETWEEN QUANTITIE5 SHOWN IN THE PLANT LIST AND THOSE REQUIRED BY THE DRAWINGS, THE LARGER NUMBER SHALL APPLY. 3. ALL PLANTS SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE LOCATED ON SITE BY THE CONTRACTOR, FOR THE APPROVAL OF THE LANDSCAPE ARCHITECT. ANY INSTALLATIONS WHICH WERE NOT APPROVED BY THE LANDSCAPE ARCHITECT AND WHICH ARE SUBSEQUENTLY REQUESTED TO BE MOVED, WILL BE DONE AT THE CONTRACTORS EXPENSE. 4. PRECISE LOCATION OF ITEMS NOT DIMENSIONED ON THE PLAN ARE TO BE FIELD _STAKED BY THE CONTRACTOR AND SHALL BE SUBJECT TO THE REQUIREMENTS SPECIFIED IN THE PREVIOUS NOTE. 5. ALL SHRUB MA55INGS AND TREE PITS SHALL BE MULCHED TO A DEPTH OF 3" WITH SHREDDED PINE BARK MULCH_ 6. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGED VEGETATION AND SHALL REPLACE OR REPAIR ANY DAMAGE, AT W16 OWN EXPENSE. 'T, ALL PLANTS SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE. 8. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE FIELD. WHERE PLANT MATERIAL MAY INTERFERE WITH UTILITIES, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT TO COORDINATE THEIR INSTALLATION. 9. PLANTINGS INSTALLED IN THE DRY SUMMER MONTHS AND /OR LAWN SEEDED OUT OF SPRING OR FALL PERIODS, IF ALLOWED BY OWNER, WILL REQUIRE AGGRESSIVE IRRIGATION PROGRAMS AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE DIRECTED BY THE OWNER 10, SU55TITUTIONS PERMITTED ONLY UPON WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 11. PLANT TAGS TO REMAIN ON ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE. CONTRACTOR TO THEN REMOVE ALL PLANT TAGS. 12. LANDSCAPE CONTRACTOR SHALL PROVIDE A HEALTHY -WELL ROOTED LAWN, FREE OF WEEDS, BARE 5POT5 OVER 311 OR ANY IRREcSULARITIE5. 13, LANDSCAPE CONTRACTOR SHALL MAINTAIN LAWN FOR 30 DAYS (2 MOWING$ MIN.). FERTILIZE AFTER 16T MOWING. 5" THICK CAST IN PLACE CM. WALK ON 12" GRAVEL FILL. 4AW CONCRETE wr FM BROOM FNISH, TYP. EXISTING BUILDING ♦ ♦ ♦ NEW VEST. 30° 4 a G a \ c 4 aL J /I 4 FIELD VERIFY w/ ARCHITECT FINAL LAYOUT OF WALL ADJACENT TO ENTRY DOORS NOTE: REFER TO SITE PLAN AND LANDSCAPING PLAN FOR ADDITIONAL INFORMATION CONCRETE WAL< 4 �1,4IN ENTRANCE SCALE: 1/a" = 1'-0" C.S.A. TO DESIGN 860-231-8208 Fax: 236-3220 Owner: INTERNATIONAL FUEL CELL) 100 15idell Read South Windsor Connecticut 60 5idwell Road G _ tI— III-_ _.I- DUuul UJIf IU5Ur Connecticut i�l�nt ink ��ta i is Date: June 1�, ZO,aI 5ca Is: NO 5C4LE Drawn T3 : 5AD Checked By: F5 Project No: 1221 File, 1221-DETAIL6.dW Rev 6/2-1/01 ADD NOTES, a A r-. vr—ea. I r'1 L _ _L 1" Sp'OAD co trFR�OR S y/cy�gY VICINITY MAP NOT TO SCALE 1 1 /4" ELLINGTON RD ROUTE 30 1" 1 1 /4" 1" 3 1 1 /4" 1" 1 1 /4" ---'�-1 1 /4" 1 DRAWN OVER THE PROPERTY LINE ' FOR THE SAKE OF CLARITY 0 P.O.C. — 1 1/2" TAP & SHUT OFF VALVE O 12 STATION CONTROLLER — LOCATE UPON INSTALLATION ACCORDING T THE PROJECT MANAGER 0 1 /4" a 1 1/2" TYPE K COPPER STUB-0 1 4" RAIN SWITCH-,,,"", n WsA�M )) M J 1" 1/2" RPD W/ DRAIN 1/2" BRASS MASTER VALVE r 1 /4)' r 1 /4" 1" LEGEND FOR IRRIGATION Irrigation Pioe Table Length Symbol Pipe 560.63 PVC MAIN - CLASS 200 1 1/2' SW PVC PIPE W/ WIRE 20, PVC LATERAL - CLASS 200 1 1/2' SW PVC PIPE 600, POLY LATERAL - 100 PSI 1 1/4' POLY PIPE 1900, POLY LATERAL - 100 PSI 1' POLY PIPE 20, © PVC SLEEVE - CLASS 200 2' SW PVC PIPE 40' © PVC SLEEVE - CLASS 200 4' RT PVC PIPE, CUT OFF BELL & SOLVENT WELD W/ C❑UP 80' I© PVC SLEEVE - CLASS 200 3- RT PVC PIPE, CUT OFF BELL & SOLVENT WELD W/ COUP Irrioation Eouioment Table Quantity Symbol Equipment 1 & TORO P220-26-06 1 1/2' PLASTIC VALVE ASSEMBLY 10 0 TORO EZ FLOW 1' PLASTIC VALVE ASSEMBLY 1 ® TORO RAIN SWITCH W/ BYPASS 1 ® TORO VISION II PLUS 12 STATION CONTROLLER MODEL V2-P12 1 C BLOW OUT DEVICE - 1 1/2' QCV ON BRASS EL & TEE 1 D4 MAIN LINE SHUT OFF VALVE - 1 1/2' GATE VALVE 1 N BACKFLOW ASSEMBLY - FEBCO 825Y 1 1/2' RPD W/ DRAIN ON 1 1/2' PIPE 1 D1 P❑INT OF CONNECTION - 1 1/2- TAP & SHUT OFF AT 75 PSI 1 • MASTER VALVE - TORO 220-26-06 1 1/2' BRASS VALVE Irrioation Heads Table Quantity Symbol Sprinkler Heads 3 w TP'MM I LIICLI =9n 1111 MMV r"MA AN Y CMMAV "J A'n JriCn I ncni, %.,, W 1 'I ^J-_Tf) kin'771 1- 1C118 IVLJLLLC 41 8 TORO 570 PRX 4' SPRAY HEAD W/ 12-H NOZZLE 4 0 TORO 570 PRX 4' SPRAY HEAD W/ 12-T NOZZLE 8 • TORO SUPER 700 PART CIRCLE ADJUSTABLE SPRINKLER W/ 15 NOZZLE 10 a TORO 570 PRX 4' SPRAY HEAD W/ 12-F NOZZLE 11 e TORO 570 12' HIPOP SPRAY HEAD W/ 10-SSH NOZZLE 20 e TORO 570 PRX 4' SPRAY HEAD W/ 15-H NOZZLE 2 0. TORO 570 PRX 4' SPRAY HEAD W/ 15-T NOZZLE 22 O TORO SUPER 700 PART CIRCLE ADJUSTABLE SPRINKLER W/ 2.0 NOZZLE 1 ® TORO 570 12' HIPOP SPRAY HEAD W/ 10-SSF NOZZLE 4 0 TORO 570 12' HIPOP SPRAY HEAD W/ 10-SSQ NOZZLE 4 0 TORO 570 PRX 4' SPRAY HEAD W/ 15-F NOZZLE i b ITORD 570 PRX 4- SPRAY HEAD W/ 15-0 NOZZLE 1 1 /4" 1" ER ER NOTES FOR IRRIGATION 1) SYSTEM IS DESIGNED FOR UP TO 35 GPM PER ZONE AT 75 PSI AT THE POINT OF CONNECTION, PROVIDE AN OPTIONAL PRICE FOR A 1 1/2 HP BOOSTER PUMP ASSEMBLY, 2) INSTALLATION INSTRUCTIONS: HEADS: INSTALL SUPER 700 & 570 HEADS ON FUNNY PIPE SWING JOINTS. SET TO GRADE, BACKFILL IN CLEAN MATERIAL. PROPERLY ADJUST THROW, ARC, AND FIELD POSITION FOR OPTIMUM PERFORMANCE, VALVES: INSTALL GROUPS OF VALVES IN STANDARD VALVE BOXES, INSTALL 1 VALVE PER 10' ROUND VALVE BOX, USE PVC NIPPLES, INSTALL A 2 1/2' BRASS TEE WITH A 1 1/2' QCV ON A BRASS EL FOR BLOW OUT POINT. INSTALL WITH A 2 1/2' BRASS TE & A THREADED GATE VALVE FOR MAIN LINE SHUT-OFF IN A JUMBO VALVE BOX, FIELD LOCATE ALL ITEMS, INSTALL THE A 1 1/2' MASTER VALVE AT THE DISCHARGE OF THE BACKFLOW PREVENTER, CONTROLLER: WALL MOUNT THE CONTROLLER IN THE MECHANICAL ROOM WITH THE BACKFLOW UPON INSTALLATION, INSTALL CONDUIT INT❑ THE ASPHALT FOR THE CONTROL WIRES, INSTALL CONDUIT TO THE RAIN SWITCH, INSTALLER SHALL PROPERLY LOCATE THE RAIN SWITCH FOR OPTIMUM PERFORMANCE, THIS CONTROLLER SHALL BE GROUNDED WITH #6 BARE COPPER CABLE AND A GROUND ROD OR TO THE NEAREST STEEL WATER LINE, POINT OF CONNECTION: 1 1/2' LINE AT 75 PSI REQUIRED, INSTALL A 1 1/2' GATE VALVE FOR SHUT-OFF, ANY PIPE THAT CAN FREEZE SHALL HAVE A DRAIN. USE 1 1/2' TYPE K COPPER PIPE, BACKFLOW ASSEMBLYI INSTALL A 1 1/2' RPD ON 1 1/2' TYPE K COPPER PIPE. INSTALL AN AIR GAP DRAIN TO A FLOOR OR SINK DRAIN, FOLLOW ALL APPLICABLE CODES AND LAWS. THE BOOSTER PUMP IS AN OPTIONAL ITEM IN THE EVENT THE PRESSURE IS NOT ADEQUATE ENOUGH TO RUN THIS SYSTEM, FOR BIDDING PURPOSES, PR❑VIDE A 1 1/2 HP CENTRIFUGAL PUMP USING 15 AMPS AT 230 VOLT, SINGLE PHASE, INCLUDE A 24 VAC RELAY FOR A STARTER, HOTSTOP PUMP PROTECTION UNIT, 0 TO 200 PSI PRESSURE GAUGE, 1 1/2' CHECK VALVE, AND NECESSARY FITTINGS, PIPE & WIREI PVC MAIN: TRENCH OR VIBRATORY PLOW 15' TO 20' DEEP, INSTALL WITH WIRE, LATERALS - TRENCH OR PULL 12' TO 18' DEEP, WIRE: TO BE #18 GAUGE MULTI STRAND OF AS SHOWN, USE DRY SPLICE KITS. 3) DESIGN IS DIAGRAMMATIC. INSTALLER SHALL FIELD LOCATE ALL ITEMS WITHOUT COMPROMISING THE INTEGRITY OF THIS DESIGN, ANY CHANGES TO THE NUMBER OF HEADS OR VALVES, OR TO THE HYDRAULICS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK, PIPE ROUTING, HEAD AND VALVE PLACEMENT SHALL BE THE RESPONSIBILITY OF THE INSTALLER, USING THIS DESIGN AS A GUIDE. 4) AVERAGE RUN TIMES PER ZONE TO ACHIEVE 1' OF WATER PER WEEK IS AS FOLLOWS: S700 FC: 30 MINUTES PER DAY CMIN/DAY); S700: 20 MIN/DAY; 570: 10 MIN/DAY, END USER SHALL PROPERLY ADJUST RUN TIMES FOR CHANGING FIELD AND SEASONAL CONDITIONS, WITH A 1 1/2' WATER SUPPLY, THIS SYSTEM SHALL RUN FOR UNDER 5 HOURS PER DAY TO ACHIEVE 1' OF WATER PER WEEK, 5) IRRIGATION INSTALLER IS RESPONSIBLE FOR, BUT NOT LIMITED TO THE COMPLETE INSTALLATION OF THIS IRRIGATION SYSTEM, FOLLOW ALL APPLICABLE CODES AND LAWS. CONTACT A UTILITY MARKING COMPANY PRIOR TO THE COMMENCEMENT OF WORK, IRRIGATION WORK TO INCLUDE ATTACHING TO THE 1 1/2' STUB OUT WITH THE BACKFLOW & MASTER VALVE (TO BE PURSHASED FROM THE lICIClUATlUIV lIVSTALLCICI, !-1 1 TAl^,HIIVU 1 LnJ Tfu'IE PLnJ W ER SUPPLY FOR THE 1r..01VTR^uLLER i1"vISTALLATlO1MI, RA11`V S W ITCH W.L I F1 B I PASS, PRO V IDIING A BOOSTER PUMP IF THE PRESSURE IS BELOW 75 PSI, AND RELATED ITEMS, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1 1/2' TAP, 1 1/2' RPD INSTALLATION, 1 1/2' STUB OUT, 115 POWER FOR THE CONTROLLER, SLEEVING & CONDUIT, AND RELATED ITEMS, TO DESIGN 06106 660-231-6208 Pax: 236-IB220 owner. INTERNATIONAL FUEL CELLS 100 5idwell Road J' cuth Windsor/ Connect i cut (00 516well road South Windeor, Connecticut Irrigation Plan Date: June 21, 2001 5ca le: 1 II = 2 0I D►'a lun 8 : M Cx f'ro "ect No: 1221 File. IRRIGATION.diu Rev: ( L=