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HomeMy WebLinkAbout90-16P Plan Pleasant Valley Road Assoc - PROJECT ANALYSIS: . Gq ABUTTERS WITHIN 600' REQUIRED/PERMITTED SUBMITTED OF SUBJECT PARCEL ZONE - INDEISTRI1L0 1 ) DYNAMIC CONTROLS CORPORATION B NUTMEG ROAD MIN, LOT AREA 15,000 S.F. 28,861 S.F./O.66 AC. 2) PETER & RUTH FISHMAN 11 HIGHPOINT LANE �.... - •---- _ - MIN. FRONTYARD 35' 56'± (EXISTING) WEST HARTFORD, CT 06117 __-- ca�= � -•� x LU =` a r IL MIN. SIDE YARD 10, 10.5, 3) EDNA FABRACHE 370 PLEASANT VALLEY ROAD MIN. REAR YARD 25' 4) BRIAN K. & DEBRA L. EDWARDS 376 PLEASANT VALLEY ROAD r+ 'may MIN. LOT WIDTW 100' 196.8' 5) J.E. SHEPERD CO. 200 SULLIVAN AVENUEcc FEND / MIN. LOT DEPTH 150' 240'+ 6) ANTOINETTE L. BARRETT 388 PLEASANT VALLEY ROAD - J �Jj no ) , I 7) JEFFREY & ALICE W. BAUER 389 PLEASANT VALLEY ROAD MAX. BLDG. HEIGHT 40 1 STORY/28' (PROP.) w , y0-(,r; ; F,(t:..r. I.. BLDG. ) ' 8) URUCE C. & NANCY W. BANTTE 381 PLEASANT VALLEY ROAD Z • .� -� wrai..� '.>�r�-t r�� �IN;�s r�'o.c. .. .. ...__ -. ..-- --- , •k .. '''• ,� 1= i�+r -ro c,E �'r--AH- Ej• ) ALI:2,H(� MAX. IMPERVIOUS 9) ALBERT & DOROTHY M. FOURNIER 373 PLEASANT VALLEY ROAD _ _:-_-_ SITE.." t Ae, NE61)FED P\LO t- & iliF_ ;` �. a, COVERAGE 65% 57.0% - = ;, .�� � r MAX.BLD& GOvERAGE SD% 23.5°/, { ' __:� --- f ....... Il W to ?RovlDE o � 10) ANTHONY BOTTICELLO PERRETT PLACE L �iI 1 PARKING l i SPACE/125 5MANCHESTER CT 06040, .. � ,�—•-••--�k• S.F. of GRass-..., f�2c�P12TY- —'- j`�OFFICE .AR_EA., 11 ) RAYCLIFF CORPORATION 357 PLEASANT VALLEY ROAD �2 '�``• s • f� W y �q 1500 125= C,,,c DIk TA t f VS � rr,p J J 12 SPACES 12 SPACES 12) H.S. & Q. REALTY CORPORATION 5 JEFFERSON DRIVE :Hi' If �n 04 ` 2- =' 1 SPACE/80fl \.( \ , ,S.F. I N DU STR p - __ _ --- - -- -- - - ---------------- -- - --------- _____ �__-_ _. _ 1 1 R SPADE - LEASAN7 ._.:,_�� -- .-"�' •, _ `- V F- * ALL ADDRESSES LISTED ABOVE ARE SOUTH WINDSOR, CT 06074, UNLESS ;"-`~==-_��- --__ _ vA - - LnUJ l -} 5,�3�4: 800 = OTHERWISE NOTED. ! "`-°•--•-:�.•�%=-�=-=--_ -- - ]21; ` 7 SPACES ! SPACES ` .� �i- ------�_- --=._ Woll o 10•SF ^�i ` TOTAL 19 SPACES 19 SPACES C `1 i zf ! i"Fj $ Slc 12 ' !'r r 9 I I t >%' {,a li l 11 12 VV 12 a c'� 1' ?�} a'' 63 /� { o Sawrt I '•\ ".��.. { r L.I,.....- rl.. " OJdTtA�' !1 6 4 EROSION & SEDIMENT CONTROL NARRATIVE: . . �'.: : ' , r;;:: -�-��� _ •�;.. ..,IL \7 4 �� 1540 SULLIVAN AVENUE - SOUTH WINDSOR.CONN.06014 r }'ROPC_ �,VILu►NCB AREA CODE 203/644.25/2 i G ` ( — e 1 NQ N 1, •t - _ ` ALFORD ASSOCIA1. 1 . THE DEVELOPMENT CONSISTS OF ONE BUILDING. 1�:---� -� ,' % ! I Qf,SS 11! I{ { 18 April 1990 - s yr APR SU )Q9U 2. THE MAJOR CONSTRUCTION ACTIVITIES WILL CONSIST OF BUILDING l �� ."" mow,- ` �t����C�kIV�''0� A BUILDING, ENTRANCE AND EXIT DRIVE PARKING AND CIRCULATION '=- o' ', iy \ `'! `� I : t ,. �� 4. ..�----f �, III Alford Associates, Inc. I `-l' ` �'? __ _ _ s. , : .\ ,i,. :,� O�,i ALP 1' 7 C ; 200 Pigeon Hill Road C��;� AREAS, STORM DRAINAGE AND SANITARY SEWER, WATER AND OTHER ��lvF/��N r Windsor, CT 06095 NECESSARY UTILITIES. ��A4toto G� 4. Q civ�� s>wadnRr• • , �1� � KEY MAP SCALE; i 200' 3. "I'fiE START OF CONSTRUCTION WILL BE IN THE SPRING, 1990, ✓ Dear Sir/Madam: AND FINAL COMPLETION WITHIN SIX MONTHS. f� cl! Q I K:5zll o: 2163 1 j re: Appl. #90-16P, Pleasant Valley Road Asso.:iat-es 4. CONSTRUCTION WILL BE IN ONE PHASE. tidT� i���ti� Site Plan - 360 Pleasant valley Road -�� ��J�o� AV I We are pleased to advise that the Planning and zoning Commission 5. THE SEQUENCE OF GRADING AND CONSTRUCTION ACTIVITIES IS AStr.14 i�ry�<<i���� Sul -14 J; Z voted on 17 April 1990 to approve the above-referenced FOLLOWS: J �,S application for a site plan of development in accordance with A. INSTALLATION OF CONSTRUCTION ENTRANCE. RP �.J b l irj Drawings #1 and #2 dated 2/5/90 (last revised 3/15/90) prepared S. INSTALLATION OF FILTER FENCE/HAY BALES ALONG AREAS SHOWN I HEREBY CERTIFY } r by Alford Associates, Inc., and with the following modifications: ON pLgp1, C. STUMPING AND REMOVAL OF UNSUITABLE MATERIAL OFF SITE. THAT THIS MAP COMPLIES -L it 1. Prior to commencement of any site work, a meeting_must be WITH A-L CLASSIFICATION -YL_ 2-41 JrK' �4' r, held with Town Staff. D. INSPECTION OF FILTER FENCE/HAY BALES AND/OR MAINTENANCE _ -_ ( TO INSURE FILTER FENCE/HAY BALES ARE IN PROPER WORKING t AS DEFINED BY -� RP 1 T 2. No building permits will be issued until the final mylars CONDITION. 0 have been filed in the Town Clerk's Office. E. STRIPPING OF TOPSOIL AND REMOVAL OF UNSUITABLE MATERIAL. CONNECTICUT ASSOCIATION - -iG� !!t!-i THIS MATERIAL TO BE STOCKPILED ONTO DESIGNATED AREAS, NOTES. OF LAND SURVEYORS, INC. 3. An as-built plan is required prior to issuance of a AND EXCESS REMOVED FROM SITE. Certificate of occupancy Section 4.13.10 of the zoning Ci.' Regulations. p y per F. TEMPORARY EROSION CONTROL MEASURE FOR STOCKPILED MATERIAL. 1 ) THE SITE IS PARCEL 19, MAP 38� V01--LtR&, PA&r- 36. FILTER FENCE AROUND PILES, NETTING TO COVER PILES, AND/OR '_ 2t THE CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AIJY� .'; 1I 4. Footing drains are required if the building has a basement. — T�c.� ��j1• TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER PRIOR 0 1.kJ tiT r 5. A landscape bond in the amount of $3,000 is required and 'C'CE must be submitted prior to filing of mylars. EXTENDED PERIODS OF TIME. TO CONSTRUCTION. �• ,--- I�XI�-'I • I G. DRIVE AND PARKING TO BE BOXED OUT, AND OTHER ON--SITE j -ro FZEp'tAll-•I 6. All plans used in the field by the developer must bear the CONSTRUCTION PERFORMED. 3) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOWN OF ' i 7 stamp and authorized signature of the Town of South 1I. STORM DRAINAGE TO BE INSTALLED. SOUTH WINDSbR REGULATIONS. 7 Windsor. 1 . BULK HEAD ALL DRYWELLS AS SHOWN ON ACCOMPANYING �L DETAIL. ALL FILTER FENCES/HAY BALES, AND/OR TEMPORARY 4) THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE the drawings; details are subject to approval roval of the Town - 7. Details o£ sanitary manhole and aleanc must be added to VEGETATIVE COVER TO BE INSPECTED AND MAINTENANCE PER- REGULATIONS. � � r � • o _ " �,i tcl i� v� 7 /^'-. Engineer. FORMED IF REQUIRED TO INSURE PROPER WORKING ORDER. HLlf_I�vN i uNG AL.0146 B• Building lot coverage must be shown on the drawings. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND $) DATUM IS M.D.C. CIYII ENGINEERS n -, ,;: "i>F�,1i [:IJ(Ld=fl�l MAINTENANCE OF EROSION CONTROL MEASURES DURING + 00,(1 EXISTING ELEVATION WINDSOR, CONNECTICUT y� 1 "- 9. Architectural end Design Review Board comments must be CONSTRUCTION. CONTRACTOR: JOSEPH & ROBERT MANNARINO, — -- 00 EXISTING CONTOUR •incorporated into the drawings. TEL. # 282-9676. +'00.0 PROPOSED ELEVATION WILSON M.ALF ORb•SP,P.E,A L.S. PROPOSED CONTOUR K. THE OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF STORM ,� WILSON M ALI011ii.7F•P,(.A L.S. �f1 Alford Associates, Inc. -2- 18.April 1990 DRAINAGE AND PLANTED AREAS AFTER CONSTRUCTION. 6) PROPOSED PAVEMENT SHALL MAKE A SMOOTH TRANSITION OWNER: =:1�U7�!_�A��lti�>t J,4LL�Y I�'r7AI� A.��,t�GIAjE't� +1 b - - ,. •ti r WITH EXISTING PAVEMENT. 1 )J 10. Cessation of residential use of the two roar units of the �L/!�`r�F t f✓I�l-;,'� c, Gi. DATE: r>wa. S, r�c)p existing dwelling must occur within two (2) years from date 7) ROUND TOPS AND TOES OF ALL PAVED AND PLANTED SLOPES. "r t of issuance of building permit for the rear building. Cessation of residential use of the two front units must SCALE: 1 IN. _ '0 FT, \a occur within four (4) years of issuance of building permit Lr 'b`i''r? ;: 1fi�:rs vn .s 8) PROPOSED PARKING SPACES SHALL BE DELINEATED WITH 4" WIDE yam,eof�'L':•I �.y,t,t.�".L' '1 T KL � 1 ti—��—r' �• 1'C for rear building. *� STRIPES OF WHITE OR YELLOW TRAFFIC PAINT. vegetation on 1s I-1( t l I`Si�rt'-Or u) 11. Efforts should be made to reserve existingve F N I L PLANS UTILITIES SHALL BE UNDERGROUND. ~ the westerly side of the property. 93 ALL PROPOSED v 10) THE FINAL LOCATION OF UTILITIES SERVING THE PROPOSED BUILDING CIE 01 12. Temporary fencing must be placed on the site to restrict SHALL BE DETERMINED BY THE UTILITY COMPANIES. !�(Vl ►�c;i�! S3+ +lp r � tenants from entering construction area. � ` Black and white transparent mylars of Shoot #1 with the above ' �111111 - � , + � 1 1 ) PROPOSED PLANTING BEDS SHALL BE EXCAVATED TO A DEPTH OF 12". co Z G` L-R.- i_.+ j Q C. t Jf . _ i1 f modifications, together with four blueprint copies of the entire IN-,Lary ��r, i. yF. , ��r~ { set of plans, must be submitted to this Commission within 30 days �> c § ,r1 aw,1:. „- BEAT SHALL BE FILLED WITH A MIXTURE OF 8MI TOPSOIL AND 20% �I ti? i1.f1�.,4::rr 1��.1 ` RE PEAT MOSS. BED SHALL BE MULCHED WITH 4" MINIMUM OF 1�I:'Fl�Ou W e � 1� to be-Btamped and signed. The letters of approval of this V" L1► Commission, as well as the Inland Wetlands Agency/Conservation i:'�C-_ , Commission, must be reproduced on the mylars. _ �� _ �n f�11yV4) 12) ADJUSTMENTS IN THE NUMBER AND/OR LOCATION OF PROPOSED PLANTS Q ~ After the mylars have been signed by the Commission, they will be (��%' ✓ MAY-BE NECESSARY DUE TO FIELD CONDITIONS. SUCH ADJUSTMENTS G GVR returned to you for filing in the Office of the Town Clerk within r O SHALL U 1 90 days. After filing these plane, a copy of the receipt must be $E APPROVED BY THE DESIGN ENGINEER AND TOWN PLANNER. O 1 submitted to the Planning Department. 13) SUBSTITUTION OF SPECIES IN THE PLANT SCHEDULE MAY BE MADE 0 00 I?EMAlN- 1 Y. �l Very truly yours, 1 WITH THE APPROVAL OF THE DESIGN ENGINEER AND TOWN PLANNER. IF �• � j�(� ?'2���-. •S'���- PLANNING AN/D� ZONING COMMISSION �1���°• r(,t� 14} PROPOSED BITUMINOUS CONCRETE PAVEMENT SHALL CONSIST OF S NLp, Z- 1 (.. E' r `i AS2" BITUMINOUS CONCRETE I.Y. t Louise C. Evans 6' PROCESSED STONE BASE 0 :`i,,;: 2 1 :..,<..�� ..:. —'GC.t,i Chairman SEEDING AND COVER SCHEDULE COMPACTED SUB-BASE o S2' l0" �1 Z CCI Inland Wetlands Agency/Conservation Commission „ O Z,''`- •:~jQ 14 154 M. Banach, Planning Director ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4 15) PROPOSED CURBING SHALL BE 6" HIGH BITUMINOUS BERMS. � � � �-r \ J. Collins, Chief Building Official MINIMUM OF TOPSOIL. SEED AS INDICATED IIELOW CONDITION SOIL SJITH PER 1:'S� a 'r �j7L;o2 10 ± l ��� - fit? r'.<_�iC=�-i- D J. Iazzetta, Town Engineer TILIZER AND LIMESTONE AS INDICATED BY SOIL TEST: 16) PROPOSED ON SITE WALKS SHALL CONSIST OF: ?'L 6-1 . , p . j �-F Shaw Supt. of Pollution Control O E. Belleville, Assessor 5" 4000 PSI CONCRETE OR 4" 4000 PSI REINFORCED CONCRETE PERMANENT VEGETATIVE COVER: : � A.W. Lanning, Fire Marshal - 6" PROCESSED STONE BASE SEEDING DATES APR'IL 1 TO JUNE 1 & SEPTEMBER I TO OCTOHER I W _ �{ Registrar of voters COMPACTED SUB-BASE Lt1 max►_ L Engineer LAWN AREAS AND ROAD SHOULDERS: •tOat;GpNsTRVGT�D WHeFN E1,15T t3VILLII 6 I� 401-1VF-)2+ED-ro OFrIzE/INDI,c-Tl�lly_ X r- EDG c V Applicant USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER (;���, Q J I� , 17) PROPOSED DUMPSTER PAD SHALL CONSIST OF:(F Pl�VEMr5fY PZC File KEN't'UCKY BLUEGRASS GS.OZ 8" 4000 PSI CONCRETE Q O PLANTING SCHEDULE. PERENNIAL RED GRASSE 0.0% COMPACTED SUB-BASE d P P RENNIAL RYEGRASS lU.Ox fi' PROCESSED STONE BASE 1r > APPLY 1-3 LBS./1,000 S.F. 18) UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH "THE CODE BOTANICAL NAME COMMON NAME QUANTITY SIZE SEEDING VEGETATIVE COVER: STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SEEDING DATES FOLLMARCOWING 1 TO JUNE 15 6 AUGUST 1 TO OCTOIIER I SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL Q a:? BT BERBERIS THUNBERGiI JAPANESE RED 7 i GAL USE THE FOLLOWING SEED TO EQUAL AS APPROVED BY DESIGN ENGINEER ANNUAL TYEGRASS 10OZ CONSTRUCTION. FORM 8t3, 1965" OR LATEST EDITION. U) VAR. ATROPURPUREA BARBERRY APPLY 1 LB./1,000 S.F. 19) THE SITE IS NOT IN THE 100 YEAR FLOOD PLAIN. _J J IC ILEX CRENATA JAPANESE HOLLY 1 2 GAL. DETENTION BASIN: W20) ALL LIGHTING FIXTURES SHALL BE ADJUSTED TO CONFINE SEEDING DATES APRIL 1 TO JUNE 15 & AUGUST 15 TO SEPTEMBER 30 ILLUMINATION TO SITE. 'HETZII' USE 80/20 MIXTURE OF REED CANARY GRASS S REDTOP n- r JS JUNIPERUS CHIN- SARGENT JUNIPER 2 2 GAL. O Z ENSIS 'SARGENTII' 1� THERE ARE NO WETLANDS AS PER THE OFFICIAL TOWN OF SOUTH U) ~ WINDSOR WETLAND MAP. M W JP JUNIPERUS HORI- ANDORRJUNIPER 4 2 GAL. `(; ��� �1-­_'P.L. A�U Ur �2 aoUML�A�'Y II fFO �f0 --�ZONTALTS 'PLUMOSA JUNIPERT� 1 1 III��� Rt-1 N Ater=N FROM MAPF=�t77_ED- ..,�__... ... -, .. ___ . PPRC`PIE JF PVf-1 W r c 6)V'"` 'W I Hj�'R. c C'NI4• CL SALE f"=SO , r- '� G-lam ,T-R> P4..1 IUD Zy G G I L- \Y/. k; �C`-'K�,L.5, o KL KALMIA LATIFOLIA MOUNTAIN LAUREL 4 2 GAL. CO PS PRUNUS SERRULATA KWANZAN CHERRY 1 7 GAL. C7 'KWANZAN' RG RHODODENDRON GUMPO PINK 8 2 GAL. THE WORD"CERTIFY",AS USED ON THIS PLAN,IS UNDERSTOOO TO BE AN EXPRESSION OF 'GUMPO PINK' RHODODENDRON Sheet RP RHODODENDRON PJM RHODODENDRON 5 2 GAL, PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS KNOWLEDGE, ,PJM' INFORMATION,AND BELIEF.AS SUCH IT CONSTITUTES NEITHER A GUARANTY OR WARRANTY. TC TAXUS CUSPIDATA SPREADING 6 2 GAL. zQ 15 10 5 0 20 qa sQ 1 Of 2 '©ENSIFORMIS' JAPANESE YEW jG J- !Q I F9QVS GI-IIH- T`rIrZE� 17 2 6,/AL. INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA. THE LOCATIONS SCALE IN FEET E P!=t - (1 Pl PE 2 ARE APPROXIMATE AND 'ALL UTIUTIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION Q 'AMA' CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE ALL UTILITIES MARKED ON GROUND. 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