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HomeMy WebLinkAbout02-42P_ADVANCED PERFORMANCE GLASS_SCHWEIR ROADc- 26 SCHW EIR ROAD prepared by0 : i esign rofessionals, inc. ■ ■ Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 I7�1 THESE DRAWINGS-9 ARE THE PROPERTY OF DESIGN PROFESSIONALS, ING., AND HAVE BEEN PREPARED SPEGIFIGALLY FOR THE OWNEWAPPLIGANT FOR THIS PROJECT. THEY ARE NOT TO SE LSED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE E)(PRESS MITTEN PERM155ION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROfWSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE OF MY KNOWLED AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. OWNER f APPLICANT GATOR ASSOCIATES, LLC 26 SCHWEIR ROAD SOUTH WINDSOR, CONNECTICUT 860-290--8453 SITE PLAN (a U I_%_ -a H Jr.1pq D 3 0 R KEY SCALE MAP 1 „ 200' � DOL - LAe� �a MYYIF Y c. . " " . '0'r::::z� 00 00 ZONING DATA BLOCK ZONE: I — INDUSTRIAL REQUIRED PROVIDED MIN. LOT AREA 20,000 S.F. 46,303 S.F. MIN I nT WInTH 1 on, 1 4R 79' MIN. LOT DEPTH 150' 310.74' FRONT YARD 35' NO CHANGE SIDE YARD 10'— 11.22'* REAR YARD 25' 38.97'* MAX. BLDG. HEIGHT 40'/2 STOR. 20' MAX. % LOT COV. 50% 32% MAX. % IMP. COV. 65% 88.9%** * NEW ADDITION ONLY 1 ** VARIANCE TO SECTION 10.2 TO ALLOW 88.9% IMPERVIOUS COVERAGE (65% IMPERVIOUS COVERAGE ALLOWED) APPROVED BY SOUTH WINDSOR ZONING BOARD OF APPEALS MAY 2, 2002 PARKING CALCULATIONS: BUILDING GROSS FLOOR AREA = 14,860 S.F. OFFICE:4.5 SPACE/1,000 S.F. GROSS FLOOR MANUFACTURING: 1 SPACE/700 S.F. G.F.A. OR 1 SP PER 2/3 EMPLOYEES ON LARGEST SHIF1 WAREHOUSE STORAGE: 1 SPACE/1,250 S.F. REQUIRED: 25,68 SPACES — 26 SPACES PROVIDED: 27 SPACES WITH 2 HANDICAPPED AREA:2,000 S.F./1,000 x 4.5 = 9 SPACES 5,000/700 S . F . = 7.14 SPACES 13 EMPLOYEES x 2/3 SP = 8.4 SPACES G.F.A.: 7,860/1,250 S.F.= 6.28 SPACES MAP LOT N/F ABUTTER LIST 109 5 551 ASPEN RIDGE RD. DYNAMIC MATERIALS CORPORATION LAFAYETTE, CO 80026 6 47 PATRIA RD. BURNETT, DAVID 8 777 PROSPECT AVE. 1-3 SPERRY WOOD UM/ZED PARTNERSHIP WEST HARTFORD, Cr 06105 fie 1 305 SULUVAN AVE. HAWKES, RAYMOND L. 8• BARBARA M. 2 1005 AIARANUCK AVE. SRUBAS, THEODOR£ F. TRUSTEE WINDSOR, CT 08095 3 1005 MA77ANUCK AVE. SRUBAS, THEODOR£ F. TRUSTEE WINDSOR, CT 06095 4 PO BOX 797 KUHNS FAMILY PROPERTIES, LLC 15 83 GERBER RD. GERBER SCIENTIFIC INC. 16 83 GERBER RD. GERBER SCIENTIFIC INC. 17 PO BOX 797 KUHNS FAMILY PROPERTIES, LLC 18 PO BOX 797 KUHNS FAMILY PROPERTIES, LLC 19 46 SCHWEIR RD. ECONOMOS, MICHAEL G. 21 1005 MAIRANUCK AVE. SRUBAS, THEODORE F. TRUSTEE WINDSOR, Cr 06095 121 43 551 ASPEN RIDGE RD. DYNAMIC MATERIALS CORP.. LAFAYETT£, CO 80026 122 12 2175 BERUN TURNPIKE BLDR, LLC NEWINGTON, CT 06111 13 2175 BERUN TURNPIKE BLDR, LLC NEWINGTON, CT 06111 14 645 SULUVAN AVE. TOWN OF SOUTH WINDSOR 15 359 SURNHAM Sr D& CARON, LLC EAST HARTFORD, CT 1 2 4 SHEET INDEX COVER SHEET PLOT PLAN TOPOGRAPHIC PLAN SEDIMENTATION & EROSION PLAN FLOOR PLAN AND ELEVATION ELEVATIONS 3 REV: 5EPTEM5ER 4, 2002 DATE: MAY 15, 2002 SHEET 1 o..� �-p • z.hcasr.--�.�,�w��.,.._ �A-�a�..c�ra�ce�aa.,aa,aa�m�t��u:a�sea_ <�s¢��sr:�:•>--• ��.n.�,u,.iams�,•c��z�c.• _ .. _ _ .`..-:';�x..�.c�: r��.�arraa�?r.�srss--•-:�x:•.�acr�.�-:-^ .. _,:ter-s.saceesR;����.��r .s�..�:nra:•r. -s .. ���ee�m7t�v*asasra, _ _.., _. __.. ..esa,xu�7st�r;;^�t®rsx;i�:� _ mxsrrm2�ty[r3c:r-ErRsae-^_�:ta^a4•s::t.:��?et:nnoxa;:.•��a►tsS+s�.em-sr�sllrw[x'tr' .�.t�n�e'.ras.'c��:�.srt�+�tt�;axa�.,r�r�-=•,r+�ea�3maw,�.ts,._.zu��'�r:rr.;s:ir.7[:r_atr-cts.�3x_sr:r,=�s'r _ a�:�r,,, E:\JOBS\1610\1610-1 m t� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074.2786 AREA CODE 8601644.2511 FAX 860/644-3781 N : ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �'�oxo,•co`'A TELEPHONE (860) 644.2511 CERTIFIED MAIL August 7, 2002 Mr. Thomas Rooke Gator Associates, LLC 26 Schweir Road South Windsor, CT 06074 Dear Mr. Rooke: Re: AppI #0242P, Advanced Performance Addition We are pleased to advise you that your application for a site plan amendment has been approved with modifications. This approval is for the construction of a 5,000 square foot addition on property located at 26 Schweir Road, I 'Lone as shown on plans prepared by Design Professionals Inc., Job No. 1610, dated 511/502, as revised. This approval is subject to the following modifications: 1. 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 planis required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zuniug Regulations. 4. WPCA approval is not required. 5. Screening of the outdoor storage is required. 6. Dumpsters must be located out of the side yards and are required to be placed on a concrete pad and screened. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Black and white transparent mylars of Sheet #2 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 letter of approval of this 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. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS IN I ZONE. 3. HORIZONTAL DATUM IS NAD '83. VERTICAL DATUM IS NAVD '88. 4. PROPERTY IS IN ZONE X — "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN" AS PER FIRM PANEL 2 OF 11 — COMMUNITY PANEL 090036 0002 D MAP REVISED FEBRUARY 23, 2001. MAP REFERENCE: July 12, 2002 Mr. Peter DeMallic Certified Mail 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #02-42W, Gator Associates, Minimal impact application, 26 Schweir Road, 1 zone: Dear Mr. DeMallie: The Inland Wetlands Agency/Conservation Commission, through staff has approved minimum impact application #02-42W - Gator Associates, 26 Schweir Road. Inland Wctiand/Conservation Commission minimal impact application for the construction of a building addition within the upland review area (Assessor's Map #110, parcel 020), 1 zone. This approval is subject to the following conditions: 1. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 2. The permit is valid for five years and shall expire on July 12, 2007. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 3. All additional approvals required must be obtained and submitted prior to any activity on the site. All extra fill material associated with the excavation of the pool must not be deposited beyond the existing storage shed. 5. The applicant shall cause notice of the decision to be published in a daily newspaper having a general circulation in the Town. The notice must be published within ten(20) days of the decision. The applicant must notify the Planning office of the date of publication and fax or mail a copy of the published legal notice. Appeal of this decision may be brought to the Agency within fifteen (15) days after the publication date of the notice. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION J ffrey H. 7Fog,,, Environmental Planncr cc: Inland Wetland/Conservation Commission Chief Building Official Town Engineer 1. THE SULLIVAN AVENUE INDUSTRIAL PARK SULLIVAN AVENUE, SOUTH WINDSOR SCALE 1 "=40' APRIL, 1966 C.D. JAY ASSOCIATES BY WILLIAM J. CARRINGTON. LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT 9Q* EXISTING UTILITY POLE _ =9�1= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE EXISTING SANITARY MANHOLE AND PIPE EXISTING WALL PACK LIGHTING PROPOSED WALL PACK LIGHTING ® DUMPSTER o{x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/4/02 TOWN COMMENTS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION OWNER%APPLICANT GATOR ASSOCIATES, LLC 26 SCHWEIR ROAD SOUTH WINDSOR, CONNECTICUT 860-290-8453 us N/F RAYMOND L. & CLARA M. HAWKE EXISTING DUMPSTER (TO BE REMOVED) � N/F THEODORE F. SRUBAS TRUSTEE EX. CL-CB - EX. EDGE / 7 OF BIT. n' JM w /�• \ \ / 0 Ste. N `� o� p osEo / \ \ I F &O,ZQy Z,�/NG1 T 0 pRC3 ���CC � � � \' � Rip \ \. � � T l EX 0 / EXISTING SIGN ON SIDE OF BLDG. STR/p Lb • � Oy0 � � ''`I Rk/N EXISTING G EX. CL—CB PROPOSqpED� / Oyu / / ADDITION BUILDING 0 Ctiq/N C/ P �.., Nk F�IVC, THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MHA BY , — RICHARD P. MARTEL 12882 LIC. No. *4�� ***� ON/N 4/N k F�NOF pR/V1c l Y SOTS q \ <oNc FENCE \ 5,000 S.F. FF 83. 8 / FF = 83.87 CPP 7S•, \� 80' UPLAND REVIEW AREA EX. C—CB ° co- 0 /0' /'�/ 31 S '� / / / /// / l► C ��' C \� Y N/F MICHAEL. G. ECONOMOS `�< 1*14. \� // rn ---- w y GRAPHIC SCALE 20 0 10 20 40 { IN FEET ) 1 inch = 20 ft. 860.291.8755 esign , rofessionels, inc. • Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 CONK l /l �� pqD C ,� �/ / / TRANSFORME 0.80' NORTH OF PROPERT PLOT PLAN DESIGN. KMl DRAWN.• KM/ I CHECKED: GBS joB No.: 1610 1DA TE.• 5-15-02 DRAWING NO.: JOBSI161011610baseJ dwa r 048 0 RESURVEY PREPARED FOR: Gator Assoc* t°es, LLC 26 Schwenk Road SOUTH W INDSOUto tCONN EC RICUT SHEET - Aff GENERAL NOTES: BARS 0 12"O.C. 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL TREE STUMPS, WOOD CHIPS AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AWAY FROM CONSTRUCTION AREA, BURIAL OF STUMPS, WOOD CHIPS, OR DEBRIS WITHIN THE PROJECT SITE IS NOT ALLOWED. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON NUTMEG ROAD SOUTH WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 9. PROPOSED WALL MOUNTED LIGHTS TO MATCH EXISTING AND TO BE INSTALLED SUCH AS TO LIMIT LIGHT LEVELS TO A MAXIMUM OF 0.25 FOOT CANDLES AT ANY PROPERTY LINE. START OF CONSTRUCTION SUMMER 2002 FINISH CONSTRUCTION SPRING 2003 Ff V' I in A L- 4'-4" PLAN VIEW APPLICATION OF GRADE 1'- 7 3 PWT. CROSS LSLCPE w m T_ W J W2cq I � oNo zzo U N w w hZ-JZ a- w� �o �� 4'- 4" SECTION B-B NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. A RED BRICK NOT TO OC IICED `Y. RGV UnIVn IYVI 1V Utz V 11. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 1'-1 5/8" I-- 4'-8 3/4" BRICK LEVELERS =_ z 1' 1 2'-8 3/4" 1 o CL 3-5/8" LJ i o _Z - 7 z CLASS 'C' CONC. N OR PRECAST CONC. BLOCK -CLASS 'C' CONC. I 4'-0' f--- 5'-4' SECTION A -A TYPE 'C' CATCH BASIN not to scale 3-5/8' NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS IN I ZONE. 3. HORIZONTAL DATUM IS NAD '83. VERTICAL DATUM IS NAVD '88. 4. PROPERTY IS IN ZONE X - "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN" AS PER FIRM PANEL 2 OF 11 - COMMUNITY PANEL 090036 0002 D MAP REVISED FEBRUARY 23, 2001, 5. AREA OF LOT = 46303 S.F. 1.06t Ac. MAP REFERENCE: 1. THE SULLIVAN AVENUE INDUSTRIAL PARK SULLIVAN AVENUE, SOUTH WINDSOR SCALE 1 "=40' APRIL, 1966 C.D. JAY ASSOCIATES BY WILLIAM J. CARRINGTON. o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 9/4/02 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE 00pO u O 0 5" THICK 4000 # CONCRETE SLAB SEE PLAN FOR DIMENSIONS COMPACTED SUBGRADE 9" THICK PROCESSED STONE UUIViI'S I ER PAU UE -7- AIL N.T.S. BITUMINOUS CURB N/F RAYMOND L. & CLARA M. HAWKES 82.81 X 89'-15" RCP @ 0.5% 81.7, PROPOSED CB TF 81.00 INV. 77.51 83.2 , LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN El MONUMENT TO BE SET ■ EXISTING MONUMENT Cow EXISTING UTILITY POLE _ =9-- = EXISTING CATCH BASIN AND PIPE -- g - PROPOSED CATCH BASIN AND PIPE _ =0-- = EXISTING SANITARY MANHOLE AND PIPE 17 EXISTING WALL PACK LIGHTING V PROPOSED WALL PACK LIGHTING ® DUMPSTER ROOF LEADER - s - SANITARY LATERAL - W - WATER LATERAL --3-24G- EXISTING CONTOUR -CEZ3-- PROPOSED CONTOUR X61.95 EXISTING SPOT GRADE -GHD PROPOSED SPOT GRADE SURFACE DRAINAGE FLOW DIRECTION ---• REGULATED AREA • INLAND WETLANDS REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TOWM COMMENTS MHA 12882 DESCRIPTION By RICHARD P. MARTEL LIC. No. GRAVEL BASE -' 12" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY N.T.S. NOTE: REAR PARKING AREA AND REAR ENTRANCE TO BE 4" THICKNESS /N </Nk F .. FNCe V pONG R/V�CY S�0 TS q EXISTING DUMPSTER (TO BE REMOVED) 3 `` N/F THEODORE F. SRUBAS TRUSTEE EX. CL-CI3 EX. EDGE _ IAI( T ! CNJG IV OF BIT. -L V 83.5 M°/ � (6")= 78.41 / / \ � `p7 V(IN)V (5") 677.06 / .' X83.�J1 0�\ 3/7 SAW CUT & MATCH EXISTING PAVEMENT NOUS 000N 6 0' 83.75 e aUcq o R� qo �R�rE \ \ IRON PIN OR MASONRY NAIL 2.16 U/�0/NG�S Toclxy TO BE SET ' Q �\ 3.55 EXISTING SIGN ON 83.75 ��� / ' O -SIDE L 1 E.:. CL-CB w I TO SILT-' .87 / 83.48 EX. ,r EXISTING \ / TF=811.15 B PROPOSED\ / H BUILDING C�10 I� I / INV IN=76.70 ADDITION \ INV OUT=76.45 �/ / 5,000 S.F. / FF 83.87 �� INV (6" w)=76.85 �, FF = 83.87 / ' / �y INV (6" S)=77.35 Cpp APPROXIMATE LOCATION / SEWER LATFRAL , EX. C-�B /N TF=81.,33 / INV I14E=76.00 �p / \ / / // INV OUT=75.26 80' UPLAND / / /� �' \ INV, (15")=76.15 �\ Q �'\ / / REVIEW ` Cps , , � \ AREA PC�.�\� / \II \^N ° a-- �� /\/ r / ' M ' � 1 / �46 ' � ° P C. N/F MICHAEL, G. ECONOMOS Q/V � 1 // -APPROXIMATE LOCAT64 \ 1( 1 1/2-,WATER SERVICE , TRANSFORME C \ 0.80' NORTH AND 2.45' WEST IP SNET //048 OF PROPERTY CORNER GRAPHIC SCALE 20 0 10 20 40 ( at FEED ) 1 inch = 20 ft. OWNER/APPLICANT GATOR ASSOCIATES, LLC 26 SCHWEIR ROAD SOUTH WINDSOR, CONNECTICUT 860-290-8453 860.291.8755 esign . rofessionals, inc. • Civil Engineers • Planners • Surveyors • CIS 165 south satellite road . south windsor • connecticut 06074 TOP©C�APH�IC PLAN DESIGN.• KM/ DRAWN.• KM/ I CHECKED. • GBS ✓OB NO.: 1610 1 DA TE.• 5-15-02 DRA DWJNG NO.: JOBS/1610/1610base3. d►va / O EX. S.M.H. T.F.=81.75 INV.=75.38 RESURVEY PREPARED FOR: Ga for Associates, LL C 26 schwenm Road SHEET 3, 0 EROSION CONTROL NOTES.- 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR 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. 3. AI_I_ FROSION -- -- - --- -- r-O-N.. T.R..O.. I M..FASLIRF4 ARF TO RF MAINTAIMPn Oa PPPI ArFn n1IPIKIC (`0KIQTRIAc ----.----- ...- -_ 1.11n111-1- -,.-w nlrcnrn -1 IVLLVI. V. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 5. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON SCHWEIR ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR-DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. S. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAY BALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS IN I ZONE. 3. HORIZONTAL DATUM IS NAD '83. VERTICAL DATUM IS NAVD '88. 4. PROPERTY IS IN ZONE X - "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN" AS PER FIRM PANEL 2 OF 11 - COMMUNITY PANEL 090036 0002 D MAP REVISED FEBRUARY 23, 2001. 5. AREA OF LOT = 46303 S.F. 1.06f Ac. MAP REFERENCE: 1. THE SULLIVAN AVENUE INDUSTRIAL PARK SULLIVAN AVENUE, SOUTH WINDSOR SCALE 1 "=40' APRIL, 1966 C.D. JAY ASSOCIATES BY WILLIAM J. CARRINGTON. BITUMINOUS CURB P cyq/ ANGLE POSTS 1• SET POSTS AND t2.E THE SILT /VA GLE O S EXCAVATE A 6"x6" TRENCHG TO THEFOR D SELFIE POST UPSLOPE FROM POSTS. FENSII GF THE POST k FFi�C CLEANING. 83 95 12" MIN. O pR/I/gCi' q °N �j + / 83.0 C FE�'CF p 82. 3. ATTACH FILTER FABRIC TOj 4. BACKFlLL THE N/F RAYMOND L. z,84 EXISTING DUMPSTER FABRIC ITi INTO THE TRENCH AND EXTENDTHE EX � SOIL Qo�" + / ^ , �\ ACKFILL i BCOM& CLARA M. HAWKES Quo 83. - - ' \` \` (TO BE REMOVED) N F THEODORE _ 82.81X �\ / F. SRUBAS TRUSTEE ' I ICI i l 1-TI �I i - I I-iTi- SII T 82.30 I ` - EX. iL-i6 -�- _ EX. EDGE FENCE AISE TO �82 OF BIT. 81. 0 \ EL V 83.5 �\ VC IN 1(6")=78.41 CONSTRUCTION OF SYNTHETIC FILTER BARRIERINV (INV (1'75")= _ X<83, 1 \ Yr82,51�ROOP LEA K �N WINV (15 )=77.06 / 1 9 70'­� 82.15 X 89'-15" RCP ® 0.5% END OF BITUMINOUS CURB I J, 81.72 PROPOSED CB TF 81.00/ INV. 77.51 83.2 I P` LEGEND ® IRON PIN TO BE SET • EXISTING IRON PIN El MONUMENT TO BE SET ■ EXISTING MONUMENT CC" EXISTING UTILITY POLE _ � = EXISTING CATCH BASIN AND PIPE -- 9- PROPOSED CATCH BASIN AND PIPE _ � = EXISTING SANITARY MANHOLE AND PIPE IV EXISTING WALL PACK LIGHTING V PROPOSED WALL PACK LIGHTING ® DUMPSTER ROOF LEADER - S - SANITARY LATERAL - W - WATER LATERAL EXISTING CONTOUR -�-- --E! 2- 3- PROPOSED CONTOUR X61.95 EXISTING SPOT GRADE +-� PROPOSED SPOT GRADE � SURFACE DRAINAGE FLOW DIRECTION SILT FENCE BITUMINOUS 2.E X82,40 81.30 / 83.75 44 i1rk F8 3 51 C, AW CUT & MATH / \ / EXISTING PAVEMENT \ \ h � I eo"psT 00 \ �\ \\ 83.75 <qR £R p NCRET l � IF \ ` N / EXjS e0�` py� \ , ,\ . ,\ T 3.55 \ \ \ \�\ EXISTING BON .\ Np \ ID h \. CID/ / I \ • / + Dye 83.48 EXISTING + EX. CL15 J ADD T OPROPON D\ / BUILDING 0�/0 / ( / NV TF=8N76.70 �j a INV OUT=76.45 5,000 S.F. / FF 83.87 INV (6" W)=76.85 INV 6" S =77.35 / cpp // + / �C8128 \ \� \\ BSI' _1Y 80' UPLAND, REVIEW AREA APPROXIMATE LOCATION / SEWER LA-TQRAL EX. C-0 TF=81.43 INV INS=76.00 IINV NV, �' / Q / \ , (15 )=76.15 D / 00 70., ``i,' N/F MICHAEL G. ECONOMOS �` // , � -APPROXIMATELOCATION // qO ERVICE4. / IN ,+ \ \ 7 y\ TRANSFORME 0.80' NORTH AND 2.45' WEST IP OF PROPERTY CORNER SNET 048 O EX. S.M.H. T.F.=81.75 OWNER/APPLICANT /r INV.=75.38 GATOR ASSOCIATES, LLC 26 SCHWEIR ROAD SOUTH WINDSOR, CONNECTICUT 860-290-8453 --- Oil II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN I S E O R SEDIMENTATION AND GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD EROSION CONTROL ONLY AND I S NOT TO BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. ( IN FM 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/4/02 TOWN COMMENTS MHA g E USED F 0 R UTILITIES CONSTRUCTION. 1 inch = 20 ft. Ilk P M L AND ORIGINAL IN SI GNATURE IMPRESSION SEA G AL SIGNAT E OF THE PR F S f NA O E S O L ENGINEER SUR Y VE OR N0. DATE DESCRIPT ION DN BY :Ql'}A:etiii'R.l'Y_�'3?Ik ryuYG*:17.d�':'�P.-.'tCT.4^?"7lYtDL�7`^�:'!.-»7.E5:'�"';d''d'.2T.,8%...}Y_'T21R'tC:i,'�.XS3tC.i:.T^�S'S:YSQ+atv'�":Yit&V.+".."ffiE'2}�....-,o.S..h:YlK::+'•+"'•^ve'-3M11Y8.'s`.6P-.GMF.�Y:�IIYit:48z:nmG;Aa.l����3YlE"�ll!�4E4tri+.E1.�B lx r..vre:sctn_�fGvs!ztw.•1r3aa: .e.s�.tia's. xr_ asa.sueian-.n-a>..,..,..,........�....�..�_.....�.. ..... _.-.... _. _. __..__.. ._____ _.. _.. .- 860.291.8755 ■ es■gn rofess■ona■s, inc, ■ ■ Civil Engineers Pla nners net s Surveyors s CIS 165 so uth u 1, G t satellite r -� road sou th Windsor canne�.aicut Oa✓0, 4 Sed'i.r��er�t & Ero�iori P1�=rr1 DESIGN;W DRAWN.• KM/ I CHECKED: GBS JOB N 1610 - O.. DATE.• 55 - 1 02 DRAWAfr, IJO.: 108S1161011610basP3,dwa RESURVEY PREPARED FOR: Ga for Assoc * tes, 1,L C - K; SOUTH �WIIMD&OR P CONN, ECiL tLCV✓T T:::.7�L"6 �iPd�2S.'Y3'�i':�:.:r•:�.:,••:•.�.:"r;iFal2a.':':.i?I�O�N(ai+ .a __ _a_:aw.m.s-:.:. SHEET �r 25 $ -0" ------ 251-01$ `a� N PROPOSED NEW S-Gr FLOOR AN —_ _ l /8"=1 I-C PRCPOSED NEW NORTH ELEVATION C) N I C) V) :z 5 CC) V) v) Lij ck� LLJ LLJ < LO 't 00 LiI C14 < LL- C) LA. -6 cy-O Q) -t LO 00 C) C-4 0 LL 1 C; V) N 0 V) LAJ 0 = CL Z < cy— LLJ z Ljj LJ U V) 0 Oo vi vi r) LU z L)o Z 0 > 00 M LLJ LL U) I LiIII C(. 0 U) LLJ 0 0 0 0 <n Z LLJ 0 SHEET z 0 1 00 LL- NEW CONSTRUCTION 4�'� EXISTING CONSTRUCTION I C .......... .......... ........ ....... 0 3 F. MTH I Et1jIjG SItI I ill 11 Ill 11 ill ilill I HILL -L- m 0 =3 LLJ 1k ------- Ld LLJ 1-- < .......... v Lo co PROPOSED NEW SOUTH ELEVATION 99 9-C LA- 1 8 =1U to 0 00 0 M cl- ca, < c- V11) D MATCH EXISTING O/H DOORS PROPOSED NEW WEST ELEVATIONW z U) 1 /8"=l'0 � U —O Ld V) 39 S—C 39 1-09) 4 —8" 01 METAL ROOF DECKING (TYPICAL) INSULATION (TYPICAL) 12 ROOF PEAK 1.25 00 Z' PURLINS @ 2'-6" O.C. II Ln1 EXISTING STEEL STRUCTURE BEYOND b B.O. 'C' GIRT\-k' OL LL 'C' GIRTS B.O. 'C' GIRT CONC. SLAB ON GRADE (TYPICAL) T.O. SLAB O_ 'A' SECTD N THRU EXIST. BUILDING SHEET#1 99 �Lij 1 /4 - 0$1 Z: X LLJ 0) LO lqt 00 I C14 U- K) 7 is L-2 0 00 (A I -0 C C'4 4 V) CL I