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HomeMy WebLinkAboutPlan 89-65P Suburban Printers Site Plan KEY MAP INDEX NO. OWNER 1 K.F. Brick Co. 2 Zagorski, Raymond & Elaine 1 3 Domain, Henry, Pauline, & Stanley 4 Plourde, Guy 5 Gianstracusa, Paul & Rhonda 6 Rodrigues, Fernando & Maria DRAINAGE FLOW 7 Green Acres Realty / 8 Yonika, Peter et al 2 9 Kehoe, John Jr. 3 4 10 Kadish, George & Evelyn 5 6 11 Kehoe, Charles & Gwendolyn K. F . BRICK CO . , INC . 7 12 The Lombard Realty rnmDanv N 190313.950 err S I ARY SEWER 13 Charbonneau, Andre E 178835.046 13 STRONG ROAD '-- 14 Charbonneau, Andre z 12 31 g -�-------.`"""'""""--- ___ __--.�.___,�=�.. S 85'S 1 '0 0"E 1 � 77. EXISTING SHED OWNED BY 10 7.4 7 ,` E@ SUBURBAN PRINTERS TO BE RELOCATED PER ZONING REQUIREMENTS. Existingg �' ' 14 78 'r / dumpsfe �,- - , � \ 7 25.. 7 �T r \ 1 V /FI 25' ,BL ' \ rt u + \ it I� LOT AREA = 25,120 sq.ft. , r 78 KEY MAP GUY N . P L C U R D E 79 r � � 1 1 1 0.57 acres tt SCALE: I INCH = 200 FEET rr � 0� it Existingtltr Existing building O 1 0 [�, steps _ 4 - P JJ I �-- 79 n,. to In a -IF ISTIN ( LIGHT FF=81 .64 11 crr , f)t! <) ! t1 1,5'HIGH WALLr 011.1/1. 0/ 1'�l Ul!/I!!'ESU 5 -.( j Itt 'I Existing EXISTING TREE LINE (TYPICAL} 1540 sUcrn•AN AVENUE - saU111 wlNWMR. CONN 06074 j� _..It tt 10*x1 O'O.h. JAPANESE ANDROMEDA (TYP.) Altrn Coot za3/r4.t.,:5t1 EXISTING TREES ALONG PROPERTY Wr tt door LINE TO BE RELOCATED. O b' `L - Exist. door to u Loading be abandoned '" rn +t • dock SEED AND MULCH ExistEn 1 p G D-romber 1989 I-);Itl t O � `doors � O Lire } d { JAPANESE iNV.=77.6- (WITH LIGHTS) � O Its+' ' YEWS (TYR) nr,,1,,;1 +•i.,,i1 :urll.i . t W L _ _ _ L0 PROVIDE 4 - 5' TO 6' WHITE PINES I•Ir i titer 1)eMal I ie - z t C> 7 60 - � �( Uesi.yn Professionals, Inc. • �� / 1 South i:li.ndsor, Road LL 79 20 2sV�� S.f. t Srnrt:h Windsor, C't' {1G074 � BENCHMARK a 6r t 1 ' PROPOSED FOUNDATION PLANTINGS SILT FENCE P OPOrS€�D ADDITION 5-POTENTILLA (WIR PAUL & RH a NDA Tlpar. Mr. 1)ni�1a l l i e: r � T' � W '¢ ^ TOP OF FIRE HYDRANT � Ir 10r Q -, `, F `® $.�-: _ _ O re: Appl.. fl(19 b5t', Sntutt.han Pr..i.nters Site i')an rr pa.3118 Strong Road Mr. Peter DeMallie _2_ OPERATING NUT. E ,t _t_ m c I. �-ri ► 6, c 6 November 1989 ----__ I PROPOSE r HT T �T C T T tie arr, itleastnd to ativi.se that trite 1'.,anning and Zoning Commission ELEV. - 83.49 'r 0- ��-' "- t INV.=7 I.O -__ l O GIA1 � STRAC iJ SA voted nn D(,cember 5, 1989 to approve the above-rc•fe-rent-nd 4 Show foundation plantings. a /� Q " 13 BL applicaLi-an for. a site plan of development }n accordance wLi.h 2rj t O Existing septic system Black and white transparent m ✓ ✓ '"'� 9 Drawings f1l and 7. of 2 dated 8/9/139 (no revisions) prepar_r�tl by p� yiars of Design Professionals Sheet 80 - I p Q'Hf� � O be removed. Design Prof essi.nnaIs, Tnr.., and Drawing ill dated 5/19/09 (ac, Al with Elie above modifications, together with four blueprint 1 i t . revisions) prepared by Concepts unlimited, and with the followitlg copies of t}te entire set of plans, must be submitted to this rr PROPOSED EDGE p r i R olndtficnti-anr,: Commission within 30 days to be stamped and signed. The letters ------ OF PAVEMENT o t r Q t of approval of this Commission, as well as the Inland Wetlands 1 D LEACHING CB 1 . Prior to cotmnr?icoment of any site work, a Itleet.ing mm;t b„ Agency/Conservation Commission, must be reproduced on the mylars. t � >- PROPOSED BCLC held With 'Town SL'af.f• After. them tars have been signed b the Commission the will by ---�..�.,� ``� G 7. 47' tL Existing paved I y ' Q 3 SPACIrS \~ TF = 80.5 returned to g Y � Y -- �0 1P �"�'--�-�� - -I.� ti j 81 DEPTH = ,4.0 FT. , 2• rk, huilriiny pr'r,mit;s will he issued tlnCil Elie final laytars you for filing in the Office of the Town Clerk within `^��`�"��---- �� 5 , Iv Z Existing , PROVIDE 6.0 DIA. LEACHING PIT OR 2-4X4x4 LEACMNG GALLERIES have bf-en f i l ed i.n the ']'own Clerk's of.f i.ce. 90 days• After filing tltesc+ plans, a copy of the receipt must he r - - - - - Q gravel I EXISTING TREES (TYPICAL} submitted to the Planning Department. � "` �+-•. r drive SILT FENCE 3. An as-bni .l.t: plan is required prior to issuance of a �QQ„ I Crrtificat:e of Occupancy per Section 4.13. 10 of. the Zonin very tru.ly yours, N85�5� C -L In(A 5 242.46' to IP PLANNING A14D 70riItiG COMMISSIOti Exist. water 4 . A landscape band in the amount of $2,000 .is required and _�' r 17 111a2 - _ _ _ _ _ - _ _ _ _ - _ _ _ _ �""�------ ------_,�` must: he suhmi.tt_ed prior to fi..tirtg of mylars. ; �cat.rt-+r Louise_ C. Evans EXisting WOO 5. All plans nsecl in the fie}d by the CIryVe.lnpP.1: Nlll::l'. Imar i:llia Chairman stamp and anLhorizod signature of: tile ']'own of South rail fence t g N S --- t4i Windsor. cc: lttland Wetlands Agency/Conservation L'ornmission G. Iron pins are Lo be set at property cornets. M. Banach, Planning Director ROADJ. Collins, Chief Building Official 7. A,id note dial. exisLLng trees along i-he west houndai-y nro tc, J. Iazzetta, Town Engineer CLAP 26397 he relocated. F. Shaw, Supt. of Pollution Control E. Belleville, Assessor 0. Street light is required by Local Traffic Authority crrt Poln W- tanning, Fire Marshal STREET LIGHT TO BE INSTALLED ON ii7.G397. Registrar of voters EXISTING UTILITY POLE PER LOCAL PROPOSED SANITARY MANHOLE STA 4+50 Engineer TRAFFIC AUTHORITY. Applicant REFER TO SANITARY SEWER DESIGN PLANS PZC File FOR CONSTRUCTION DETAILS. ZONING DATA BLOCK ZONE: I - INDUSTRIAL REQUIRED PROVIDED t °,a "', r' E�` _ I": 1 r`"'�► I= at •ri 5. nai a t LO A 20,000 SQ. FT. 25,120 SQ. FT. 0.57 Ac. GENERAL NOTES :] TORIES 2 1 1. PARCEL IS NOT IN AN EXISTING HUD HAZZARDOUS FLOOD 1 ZONE AS PER COMMUNITY PANEL NO. 090036 0001 0009 '"" a '; ,_• ,.� t " LEGEND �.. QnF � ,� HEI T 40 FT. 33 FT. 2. NO INLAND WETLANDS ON PARCEL PER OFFICIAL y.,: ? � a s 1 MAX. COVERAGE 50% 31.6% INLAND WETLANDS AND WATERCOURSES MAP OF THE 4 5 jr'»}'y:,:^^' cq.,�`,(>r 4•.-- L , 4 .� I`''&a`""r"""` �'y'ali Yr il _ CO}vSTRUCTION SEQUENCE FOR TOWN OF SOUTH WINDSOR, 1984". '� � �: li �,,�� (BUILDINGS) s 3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE Q IRON PINTO BE SET -M SANITARY LATERAL a� l� -_ 'r MAX. AGE 65% 64.4%. - ��;' REQUIREMENTS OF THE TOWN OF SOUTH WINDSOR. 4. FIELD CHANGES TO HAVE PRIOR APPROVAL OF THE EXISTING WATER MAIN AND HYDRANT 1. INSTALL PROPOSED SANITARY LATERAL TO EXISTING BUILDING F YARD 35 FT. 36 FT. MIN. TOWN BUILDING AND/OR ENGINEERING DEPARTMENT. PROVIDE SEWER CONNECTIONS TO PROPOSED ROPOSED BUILDING ADDITION y- _ YARD 5. CONTRACTOR TO NOTIFY BUILDING DEPARTMENT AS TO x 287.3 EXISTING SPOT GRADE 25 FT. 25.3 FT. MIN. "� '"'� �-------�-------- ----- - M ; E 10 FT. 21 FT. MIN BUILDING SCHEDULE SO THAT INSPECTION MAY BE PROVIDED 300 EXISTING CONTOUR AND ELEVATION I t 2. REMOVE EXISTING SEPTIC SYSTEM. 6. SEE PLANS BY ARCHITECT FOR BUILDING DETAILS. 300 PROPOSED CONTOUR AND ELEVATION 7. HORIZONTAL AND VERTICAL CONTROL BASED ON M.B.C. /, 3. CONSTRUCT BUILDING ADDITION AND CONNECT TO PROPOSED ' `' ( V f .+jo ,mca„�,y,,, ,..- ,,,�� PAR LE 8. EXISTING SEPTIC SYSTEM TO BE ABANDONED UPON HOOKUP SANITARY LATERAL.7 •♦..� s•..:�,w y o...�N•.• � TO PROPOSED SANITARY SEWERI , �•,,, :�i___ _ 1 ; •r j h 4' FACILITIES IIti PLUG SANITARY LATERAL UPON REMOVAL OF QUIRED OFFICE: 9. COORDINATES FROM MDC GRID SYSTEM. CONTOUR INTERVAL EQUALS I' ' 1 SPACE / 125 S.F. EXISTING BUILDING. �p� INDUSTRIAL: O INN E R ZA P P LI C A N T 1 SPACE / 2 EMP. - REFERENCE MAP SUBURBAN PRINTERS _ 1110 S.F. / 125 = 9 SPACES " ROAD 10 EMPLOYEEST TO AL = 4 SPACES 1 SOUTH WINDSOR, CT. SCALE ROS4OSUBDIVISION MAP OF POLA B . , OPERTY", SSHEET NO.4�ofN5, DATED n ,� R / ` � 388 STRONG ROAD 15 SPACES 6---23-70, PREPARED BY KENNETH BOUD. ,,� _� s+rl Mrj cl t 70 f� 1 HANDICAP SPACE 2 MAP FOR SUBURBAN PRINTERS, STRONG ROAD, SOUTH WINDSOR s' 41: r S 0 U TH WINDSOR, CT SCALE 1"=40', JULY, 1978, PREPARED BY WILLIAM J. CARRINGTON. `{ � :t>' r 3. PLAN AND PROFILE SHEET PREPARED FOR SUBURBAN PFj1 NT�RS 2 8 9-- 43 71 388 STRONG ROAD SOUTH WINDSOR, CT. .SCALE: HORIZ. 1 =40, VERT. IS fir(: r 10/19/87, by DES16N•PROFES&ONALS,INC. 1. ss O WISE NOTED, EXISTING UTILITY REVISIONS 1 HEREBY DECLARE,THAT-THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP (203) 291-8755 DRAWING TITLE SHEET LOCA NS AS OWN ARE BASED ON BEST m AVAI LE INF MATION. ALL EXISTING UTILITIES 1 9-22-89 REVISED PER PLANNERS/ENGINEERS COMMENTS CSS AND SURVEY WERE PREPARED .IN ACCORDANCE WITTi THE STANDARDS OF A MAP PREPARED FOR w CLASS A--2 SURVEY--AS.DEFINED-1N-THE "RECOMMENDED STANDARDS FOR GRAPHIC SCALE eSlgrlSITE PLAN m SHOD BE FIE VERIFIED PRIOR TO CONSTRUCTION. J2-(8-89 RCv. Per IOU�DCorrlmr?rltS JD 20 o to zo so m� SURVEYS AND MAPS IN THE STATE_OF CONNECTICUT" AS PREPARED AND ■ 2 UTILITIES ARE TO BE STAKED IN THE FIELD �� ADOPTED BY THE cONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON &r0fessionals., nC. SUBURBAN PLVT�'�SLICENSE ND SURVEYOR PRIOR TO Mc- SEP BER 13, 1 4,- AND. EFF Y 1, 1987. ( IN gyp ) DRAWN BY DA/ST JOB No.: 87 194 r NISI UD UNLESS IT BEARS THE S' -`�" 12882 1 inch = 20 ft, [M ESSION SEAL A ORIGINAL SIGNATURE RVEYOR'S S! ATURE DATE LIC. N0. civil engineers planners surveyors CHECKED BY RA DATE: August 9 1989 OF E PROFESSI2 ON ENGINEER/SURVEYOR_ NO. DATE DESCR1PTtON BY `� STRONG ROAD, SOUTH WINDSOR, CT ' 1170 ellington road (route 30), south Windsor, cottnecti4ut 06074 DRAWING NO.: d- suburb 8 194--01 I TYPE 'C' CS TOP }t 1. Set pasts and 2. Staple the wire excavate a 6"x6" mesh fencing to ups{ope from posts. the end of the post. ADJUST CATCH BASIN � Angle posts TOP TO GRADE USING TRICK AND MORTAR TO 5' ups{ope POST !re i for stability Fencing z 6" CT D.O.T. 2" STONE TO BE PLACED and self- T=_ 5 OVER FILTER FABRIC MATERIAL cleaning. l - Q O NOTE: PROVIDE 12" OF I" SEE SEDIMENT AND EROSION 93. j� 1 2" Min. I © SHEET FOR PAVEMENT WIDTHS - _- - - GRAVEL AROUND I� © o GALLERY. CPO 1= M I 1-1 11=1 11--I T I_ 1 © cI © o -1T1�1T�1T1, ,111��1- l�1 I-- A I - LEACHING GALLERY END SECTION, I MANHOLE COVER REMOVED EDGE OF PAVEMENT THRU STREET 3. Attach filter fabric to 4. Backfill the trench CATCH BASIN INSTALLATION � the wire fencing and extend 1 and compact the ANTI-TRACKING APRON it into the trench. excavated soil. ON LEACHING GALLERY NOT TO SCALE not to scale Filter � I Fabric I Compacted Backfiil �l�l=l SEDIMENTATION AND EROSION CONTROL NOTES --III--I I 111✓I i I�11 I I-- -I I��- 1 111--11 1111= I--- I--I Project Description The project is located on Strong Road, approximately 450' east of North Nutmeg Road, South Windsor, CT. The proposed development consists of the construction of an CONSTRUCTION OF SYNTHETIC FILTER BARRIER 2,008 s.f. building addition, parking and appurtenances. 12" Operations and Maintenance 1. All erosion control measures will be constructed in accordance 9" with the "Guidelines For Soil Erosion and Sediment Control" R=2" by the Connecticut Council on Soil and Water Conservation. 2. Haybales as shown to be butted tightly end to end and staked _ in place using two 2" x 2" x 36" wooden stakes per bale. 6 " 1" N 3. All erosion control measures are to be maintained or replaced 9 1 1� 4g� during construction as necessary. g Storm Sewer Structure 4. Contractor is responsible for implementation of all sedimentation 2 and erosion control measures shown on these plans. This 99 4" TOPSOIL & SEED responsibility includes implementation as well as maintenance. t Any proposed changes to this plan must be approved by the engineer and/or the proper local Town agency. ® I ® 5. Anti-tracking aprons to be inspected regularly to insure proper operation. Stone to be added to or replaced as required, and Flow ® C Flow contractor will be responsible for cleanup of roadways as ® 9 1" BITUMINOUS CONCRETE CLASS It SURFACE COURSE required. 6. Erosion and sedimentation control measures will be installed down � Anchor with two 2"x2"x3' 01 02 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE gradient to disturbed areas prior to construction. Stakes in each bale. 7. Areas to be left bare for more than 30 days shall be treated with U3 6" PROCESSED STONE BASE air dried wood chip mulch or seeded with perennial rye--grass ® 6" PROCESSED GRAVEL SUBBASE until final grading and stabilization is to take place. 8. Additional erosion control measures shall be installed during BITUMINOUS CURB AND . construction if deemed necessary or ordered by the engineer ' PAVEMENT CROSS-SECTION 9. and/or proper local Town agency. .Ha�bale Installation at Catch Basins Hayboles to be placed so that string does not come in contact with the ground. 10. Contractor to periodically clean catch basin sumps as required during construction. Construction Sequence 1. Prior to start of construction, the contractor and developer shall have a pre-construction meeting with the South Windsor Building Department. 2. Prior to the commencement of any construction activities, the SEEDING SCHEDULE contractor shall install the siltation fence in accordance with the laps. ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4' MINIMUM OF P TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE 3. Install anti-tracking apron at the entrance prior to commencing RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10--10-10 construction operations. OR EQUIVALENT: IN ADDITION, 300 POUNDS OF 38--0-0 PER ACRE OR EQUIVALENT OF SLOW 4. Clear and grub trees. RELEASE NITROGEN MAY BE USED FOR TOPDRESSWG. APPLY GROUND LIMESTONE (EQUIVALENT 5. Strip and stockpile topsoil in the location shown on the plans TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 prior to construction. Immediately ring soil stockpile with POUNDS PER 1000 SQ. FT. silt fence or haybales. Establish temporary vegetation on PERMANANT VEGETA11ON COVER stockpile if soil to be stockpiled longer than 30 days. 6. Excavate soil for building foundation and place in temporary SEEDING DATES: AP M 1 TO JUKE 1 AND AUGUST 1S TO SEPTEMBER 1 soil stockpile area. Immediate) ring sail stockpile with USE THE FOLLOWING MIXTURE: p� y g P KENTUCKY BLUEGRASS 45% silt fence or haybales. Establish temporary vegetation on CREEPING RED FESCUE 45% stockpile if sail to be stockpiled longer than 30 days. PERENNIAL RYEGRASS 10% 7. Install leaching catch basin. Protect top of catch APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. basin with h ayboles as shown in detail. 8. Perform rough grading and install building foundation and utilities. TEMPORARY VEGETATIVE COVER 9. Place pavement, topsoil and seed as required. SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST i TO OCTOBER 1 10. Perform landscaping. ANNUAL 11. All sedimentation and erosion control measures are to be APPLY ONNEE 100�POUND PER 1,000 SQ, FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH periodically inspected and maintained during construction AT 2 TONS PER ACRE. operations and remain in place until soil stabilization and paving is complete. Time Schedule �4Q r`t� 'Psi; `o It is estimated that construction is to begin in the fall of 1989. It is estimated that the project will be completed 1 year after approval. OWNER APPLICANT SUBURBAN PRINTERS 388 STRONG ROAD SOUTH WINDSOR, CT 289--4371 o p i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS � (203) 291-8755 DRAWING TITLE SHEET T m� LOCATIONS AS SHOWN ARE BASED ON BEST ® MAP PREPARED FOR r� /i� T SHEET n01 AVAILABLE INFORMATION. ALL EXISTING UTILITIES DE1 1-� L W-J SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. esign2 003 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD r S l,J L URLC'i1 Y PRINTERS TERS DRAWN BY DA JOB NO: 87-194 BY A LICENSED LAND SURVEYOR PRIOR TO ■ Q S�S S ®n I S, ■CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE civil engineers • planners • surveyors STRONG ROAD, SOUTH WINDSOR, CT CHECKED BY RJA DATE AUGUST 9, 1989 2 IMPRESSION SEAL AND ORIGINAL SIGNATURE 1170 ellington road (route 30), south windsor, Connecticut 06074 DRAWNG NO.: D. SUBURB 87 94---DS OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY