The URL can be used to link to this page

Home My WebLink About04-82P_SOUTH WINDSOR CHILD DEVELOPMENT CENTER GENERAL PLAN-SITE PLAN-SPECIAL EXCEPTION_SULLIVAN AVENUEGENERAL PLAN -- SITE PLAN SPECIAL EXCEPTION �Ql�� ")) "�) "�) 0- �UU "")) Al 7 7 �� IT T � � �SV J J j L V SV I�L V SV UU JZI OdUU iS VV ��J �� SV INN fl:J�lS V UU i esign rofess,onals, inc. S civil engineers • planners • surveyors landscape architects • CIS • CPS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 www.designprofessionalainc.com Dan Wright & Associates 49 Hartford Turnpike Vernon, CT 06066 Tel. (860) 646-3269 Fax: (860) 646-2269 u'90WEUY u. carer lnO 3 LAND PR&W? yourt„i / ay*r 9 N DwT ` Cq.Kg1IJY � C ■ow C vm? „ SIO^• SNAG SITE PARK of Gq� 74 A HERITAGE ) DRIVE L O g ��G = �hyE•R, OR�{yi. . yL •� 9'S 2Oj HI4'0�1'F A P� KUPCHUNGS Dg1YE Q� H9'E5T % cLn DRIVE SGOT7 PARV 74 m om, NN• 'PERM PBt) M-Nx[ 3� - 14 194 OiEV& rq' COMMUNITYan } ELLINGTONAD 30 ROAD �O N 6 RY � PQN/MC p N PARK c�liy BOYSENBERRY, RY P M CS � LAN � w,fG'aV DESIGN PROFESSIONALS INC. L❑CATI❑N PLAN SCALE 1'=2000' a THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND RAVE BEEN PREPARED SPECIFICALLY FOR THE ONINER/APPLIGANT FOR THIS PRO..EGT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER NITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. 75-11 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-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 TH BEST OF MY KNO - GE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. )kI ELF LIC. No. Il OWNER/APPLICANT: SOUTH WINDSOR CHILD DEVELOPMENT CENTER, INC. 1333 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (860) 644-9172 SOUTH WINDSOR PLANNING.DEPT. MAP LOT BLOCK N/F 500' ABUTTER LIST 64 1 1540 SULLIVAN AVENUE 75 9 290 PIERCE ROAD 10 294 PIERCE ROAD 11 272 PIERCE ROAD 17 7 75 HERITAGE DRIVE 18 8 89 HERITAGE DRIVE 19 9 84 HERITAGE DRIVE 20 f0 72 HERITAGE DRIVE 76 1 1271 SULLIVAN AVENUE 2 8 COLLINS LANE' 3 2 COLLINS LANE 4 78 SAND HILL ROAD 6 — 6—IA 1330 SULLIVAN AVENUE 6-1B 1330 SULLIVAN AVENUE 6-10 PO BOX 662 6-1D 1330D SULLIVAN AVENUE 6-2A 1744 ELLINGTON ROAD 6-28 1744 ELLINGTON ROAD 6-2C 114 WOODLAND STREET HARTFORD, CT 16105 6-2D 114 WOODLAND STREET HARTFORD, CT 16105 6-3A 166 GREENWOOD DRIVE 6-30 166 GREENWOOD DRIVE 6-3C 49 ROSEMARY LANE 6-30 33 QUAIL RUN 7 99 + 109 SAND HILL ROAD 16 PEACHBROOK ASSOCIATION RICHARD BOUCHER PO BOX 542 17 1744 ELLINGTON ROAD 18 1744 ELLINGTON ROAD 20 6 HERITAGE DRIVE 20A 1333 ELLINGTON ROAD 21 1333 ELLINGTON ROAD 22 1325 SULLIVAN AVENUE 23 93 WEST MAIN STREET CLINTON, CT 06413-1600 24 3 15 HERITAGE DRIVE 25 4 25 HERITAGE DRIVE 26 35 HERITAGE DRIVE 27 6 65 HERITAGE DRIVE 28 11 66 HERITAGE DRIVE 29 12 48 HERITAGE DRIVE 30 13 36 HERITAGE DRIVE 31 14 24 HERITAGE DRIVE 32 1 18 HERITAGE DRIVE TOWN OF SOUTH WINDSOR GIROUX, JOSEPHINE & PIERRE O'BRIEN, WILLIAM P. & LINDA L. MANGINO, WILLIAM M. & JEANNE M. TROIANO, DANI£L R. & PAULA R GANNON, JOHN L. MONDY, JOSEPH & DONNA K. BUCCIGROSS, JOHN M. & MELISSA J. COLLINS, SHERMAN R. & CHARLOTTE A. COLLINS, CATHERINE S. COLLINS, DAVID B. & DOROTHY A. WALDRON, CYNTHIA L. WESTGATE PROFESSIONAL BUILDING JSH REALTY LLC JSH REALTY LLC MENDENHALL, SUSANNE J. CALABRESE, LORI JSH REALTY LLC JSH REALTY LLC SAINT FRANCS HOSPITAL SAINT FRANC/S HOSPITAL MARRA, KATHRYN A. MARRA, KATHRYN A. KELLEY, RICHARD S. GUTKOWSKI, THADDEUS PARRISH OF ST. PETERS CHURCH PEACHBROOK PUD KELLEY, RICHARD S. KELLEY, RICHARD S. SANZO, THOMAS J. SOUTH WINDSOR CHILD DEVELOPMENT CENTER INC. SOUTH W/NDSOR CHILD DEVELOPMENT CENTER INC. B£NDA, CONSTANCE G. THE CONNECTICUT WATER COMPANY LEWIS, RUSS£LL W. & SHARON L. CRUZ, VICTORE A & ROSE M. BARBER, DAVID A. & DONNA A AOUI✓& EDMUNDO & VIRGINIA F, WANG, WEITAO & JENNY G. 0 NEAL, WILLIAM T. NARCISO, KAREN M. & RICHARD S. OSBORNE, DA VID R. DUPIS, GREGORY S & SLAIN£ AL Zoning Data Block ZONE: RR (SPECIAL EXCEPTION — OFFICE CONVERSION OVERLAY) & A-20 ITEM REQUIRED/ALLOWED PROVIDED Lot Area 30,000 s.f. 81,850 s.f./1.9 ac. Lot Width 150 ft. 272.42 ft. Lot Depth 200 ft. 453 ft. Impervious Coverage 40% 23.9% Building Height 2.5 stories/30 ft. 2 stories (office) Front Yard 50 ft. 19.4 ft.* Rear Yard 50 ft. 99.9 ft. Side Yard 20 ft. 20.3 ft. Parking Spaces 38** 38** * Existing non —conformity **Parking Calculations Daycare = Education: Formula = 1 sp/250 s.f. Office: Formula = 4.5 sp/1000 s.f. Child Development Center = 6488 s.f. / 250 = 25.95 = 26 spaces Office Building = 2634 s.f. / 1000 * 4.5 = 11.85 = 12 spaces Total spaces required = 38 spaces (2 HC) 7 6 -16 Total spaces existing = 27 spaces (0 HC) Total spaces proposed = 38 spaces (including 2 HC) PLAN17 _ OUTH WINDSOR AUTHORIZED SIGNATURE Ut'�W1'�0� / —I Variance granted by the South Windsor Zoning Board of Appeals, November 6, 1997 to South Windsor Child Development Center, Inc. to section 4.15 to allow a second free standing sign (6 square feet) at the driveway entrance, RR Zone, on premises located at 1333 Sullivan Avenue. 1 2 3 S." SHEET INDEX COVER SHEET PLOT PLAN / PROPERTY SURVEY TOPOGRAPHIC / EROSION & SEDIMENTATION CONTROL PLAN DETAILS ARCHITECTURALS REV: APRIL 25, 2005 REV: MARCH 16, 2005 DATI=: NOVEMBER 5, 2004 DPI PROJ: 751 SHEET 1 I ems• ?A 4, v° 40soR•co�'� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 CERTIFIED MAIL February 9, 2005 South Windsor Child Development Center, Inc. 1333 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: App104-82P, SWCDC Site Plan and Special Exception We are pleased to advise you that the Planning & Zoning Commission voted on February 8, 2005 to approve with modifications the above referenced application for a Site Plan of Development and a Special Exception to Article 5.6.3 (office conversion) at 1333 Sullivan Avenue, RR & A-20 zones. 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 myltus 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 8.1.11 of the Zoning Regulations. 4. Footing drains are required if the building has a basement. 5. A landscape bond in the amount of $1,000 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. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS § 14 9. The building street number must be included on the final plans. 10. Pavement markings must be maintained in good condition throughout the site drives and parking arcis. 1I. Engineering comments dated 1111105 must be address to the Town Engineer's satisfaction. 12. A landscape buffer strip is required along the southerly property line. Black and white transparent mylars of Sheet 2 with the above modifications, together with three blueprint copies of the entire set of plans (including landscaping and architecturals) must be submitted to this Commission within 30 days to be stamped and signed. The letters 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 Plam"g Department The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Timothy H. Wentzell, Chairman Planning & Zoning Commission THW/pmm Attachment Cc: Building Department Engineering Department Assessor WPCA PIN W\ CAP MAP REFERENCES: 1) STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST WINDSOR HILL - WAPPING ROAD FROM APPING CENTER NORTHERLY ABOUT 7600 FEET SCALE:1"=40' DATE:JANUARY 17, 1991 2) PLOT PLAN SOUTH WINDSOR CHILD DEVELOPMENT CENTER 1343 SU LIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SCALE:1"=20' DATE:3-23-87 TORRES NGINEERING, INC. 3) RSK-KELLCO, INC. PLOT PLAN FIELDSTONE SUBDIVISION SULLIVAN AVENUE SOUTH WINDSOR, CT SCALE:1"=40' DATE: 8\14\96 FUSS & O'NEILL INC. NOTES: 1) PARCEL AREA=81,850 SQ. FT. =1.9 ACRES 2) PARCEL ABUTTING SULLIVAN AVENUE AND IS ZONED RR. REAR PARCEL ACQUIRED IN VOLUME 958 PAGE 112 IS ZONED A-20. 3) PARCEL FALLS ENTIRELY IN ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD CONNECTICUT COMMUNITY PANEL 090036 0006 D MAP REVISED FEBRUARY 23, 2001 4) NO WETLANDS ON THE PROPERTY PER HIGHLAND SOILS, LLC JULY 23, 2004. 5) EXISTING PAVEMENT STRIPING TAKEN FROM MAP REFERENCE 2. EXISTING STRIPING HAS FADED. 6) ABUTTING PROPERTY TO THE WEST OF THE SITE CONTAINS AN INACTIVE WELL FIELD PER THE CONNECTICUT WATER COMPANY, JULY 2004. 7) RESTRIPING OF 11 SPACES, ANGLED STRIPING OF NO -PARKING AREA, AND ADDITION OF 46t SQUARE FEET OF PAVEMENT PREVIOUSLY APPROVED UNDER SOUTH WINDSOR CHILD DEVELOPMENT CENTER CHANGE ORDER. 8) FORMER RESIDENTIAL BUILDING (1343 SULLIVAN AVENUE) CONSTRUCTED IN 1876. z <x a II 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. pWy3C.. �y T-GW� oves-t 2v ' • ��° F'OSU° `O 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 April 20, 2005 Mr. John Bond, Vice -Chairperson South Windsor Child Development Center 1333 & 1343 Sullivan Avenue South Windsor, CT 06074 RE: 1333 & 1343 Sullivan Avenue South Windsor, CT Dear Mr. Bond: The South Windsor Water Pollution Control Authority, at its special meeting of April 12, 2005, gave approval to change the use of property located at 1343 Sullivan Avenue, South Windsor from residential to commercial usage as more specifically shown on plans entitled "South Windsor Development Center, Inc., Geneml Plan -Site Plan -Special Exception, 1333 & 1343 Sullivan Avenue", Prepared by Design Professionals, hic., South Windsor, CT: Job No. 751, Sheet No. 3/4, Dated 11/05/2004, with revision dates 3/16/2005. Very truly yours, N \F CONSTANCE G. BE=NDA I'.Im _ S87°28'37"E L PIPE EXIST. >n 0 Jo ephter J. lotion ConChatrol A ty I CONC. PAD C4 20'S•Y• Water Pollution Control Authority LLJ 56.4' Z 99.9' -4- O N 00 JC:cad - n I W. C O I "� Cc: Michael J. Garlick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning to 6ler 1333 SULLIVAN AVENUECENTER Chris Dougan, Chief Building Inspector O EXIST. RETAINING XISTING CHILD DEVELOPMENT ✓Design Professionals, Inc. + WALL E FF.116. VEL 6 JJ 6488 S.F. . z0� R OD R ZoNE� Q� 0 TW1 rrIAIAIP*rTlrl IT\WATC7D r%rNkADAAIVLL' �� l�GP 4 •2' I1 IL VVI�I �I�V I IVV 1 �1l1 I LI\ VVIYII /'11 �I 1 J �� _" ti f / ,A:) I 4 sp \ II EXIST. HOOP 000, l TRAN EXISTING 6' i P AO / / STOCKADE FENCE REMOVE AND RELOCATE \ / EXIST. 3' SPLIT RAIL FENCE EXIST. OINC. PAR ' ON COINC. PAD N6 6� ADD 76 S.F. PAVEMENT AND BIT. CUf26 ti""' / II4-L- 11 a1 e m\ \ x � PROP. BIT. SLOPE (SEECDE A IL) 10 SP.A 7 sp. \ 1 co -� \ II I II \III N69 °s REPLACE EXIST. CB -700 co Pl a- � N \F WILLIAM T. & 1.F, I,E - LINDA W. O'NEAL N \F KAREN M. & RICHARD S. NARCISO LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT a EXISTING UTILITY POLE ® DUMPSTER PAD ---- EXISTING PROPERTY LINE - - - PROPOSED EASEMENT BOUNDARY IADA ACCESSIBLE REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-30015-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED 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. 2 04-25-05 ADD WPCA APPROVAL LETTER RAM 1 03-16-05 ADD APPROVAL LETTER RAM 12882 NO. DATE DESCRIPTION 8Y RICHARD P. MARTEL LIC. No. N \F RINA SZLLAT & DAVID R. OSBORNE GRAPHIC SCALE 20 0 10 20 40 ( 1N FEET ) 1 inch = 20 ft. N CV "E 155-15 0 1 v� O O CJA `1 .O co A> OO 47'9 SWCDC SIGN ,I SMH TF:118.42 N o �I 39. rn RAND MONII c N D # 4011 - RAMP 11 4' CO WALK(/HC RESURFACE EN71RE PARKING AREA II '� II EXIST. HC �� I PARKING ,SIGN to 'I 11 Lo II II HC ACCESSIBLE PARKING SPACE II II EMOVE EXIST. 13.0 TAIRS II 19.4' \ \v II CONFERENCE 17.5' ROOMo II 14.5, OHC f ET 29 2 1343 SULLIVAN AVENUE ° II ' \ 19' II �-' OFFICE SPACE EXISTING 2-STORY HOUSE ? II I FF:120. ENTRY \ I FF GAR:1:116.62' II II \ II 12.1' 2634 S.F. ►J NEW/NTRY OPY & COLUMNS RESURFACE AND RESTRIPE ENTIRE PARKING AREA ISEE NOTE 71 30.0' ENTRY PORCH r: D PORCH 0.7' FF:120.18 II p FF120.33 3 3 ' O I \4, GONG. w XIST. WELL SHE D II 0 BE REMOVED MOVE EXIST. ' II VEMENT II AN ACCESSIBLE IIC PARKING SPACE AND SIGNA E (SEE DETAIL) II 1 AWCUT EXIST �_ _ = SWCDC SIGN,.; REMOVE EXIST. PAVEMENT --- , EGRADE & INSTALL PAVEMENT I I � C 20 S.Y. tit SQ. FT. EW PAVEMENT 197.20 CHANGE ORDER EEE NOTE 7 ZONE RR N89°07'58"W ONE A20 Tel. 860.291.8755 Fax 860.291.8757 19esign rofessionals, inc. iicivil engineers • planners surveyors landscape architects • gis gps 165, South Satellite Road, South Windsor, Connecticut 06074 N \F ELAINE M. DUPUIS PLOT PLAN / PROPERTY SURVEY DESIGN.• RAM DRA INN.• RAM CHECKED: RRM JOB NO.: 751 IDA TE:• 11-5-2004 DRAWING NO.: 751-2. dwv I. PIPE II II 11 11 II II II SNET 84 -SNET 83 2 RISERS UTILITY POLE OWNER/APPLICANT: SOUTH WINDSOR CHILD DEVELOPMENT CENTER, INC. 1333 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-9172 RESURVEY PREPARED FOR: SOUTH WINDSOR CHILD DEVELOPMENLjT� �jCENTER, IN° CUE . SOUTH WIN DSOR9 SHEET MAP REFERENCES: 1) STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR EAST WINDSOR HILL - WAPPING ROAD FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET SCALE:1"=40' DATE:JANUARY 17, 1991 2) PLOT PLAN SOUTH WINDSOR CHILD DEVELOPMENT CENTER 1343 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT SCALE:1"=20' DATE:3-23-87 TORRES ENGINEERING, INC. 3) RSK-KELLCO, INC. PLOT PLAN FIELDSTONE SUBDIVISION SULLIVAN AVENUE SOUTH WINDSOR, CT SCALE:1"=40' DATE: 8\14\96 FUSS & O'NEILL INC. NOTES: 1) PARCEL AREA=81,850 SQ. FT. =1.9 ACRES 2) PARCEL ABUTTING SULLIVAN AVENUE AND IS ZONED RR. REAR PARCEL ACQUIRED IN VOLUME 958 PAGE 112 IS ZONED A-20. LEGEND O EXISTING IRON PIN a EXISTING MONUMENT -a- EXISTING UTILITY POLE _ =971= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE "a EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT N \F CONSTANCE G. BENDA 18" TRIPLE MAPLE 11 N 84*0g, 2 / a 155.15 S - SANITARY LATERAL ! a ",,...�•�"' �\ 3) PARCEL FALLS ENTIRELY IN ZONE X - AREAS DETERMINED TO BE OUTSIDE - W - WATER LATERAL L''-!! S87.28'37" - - 500-YEAR FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP TOWN OF -- _ PIPE _ _ _ - t2. PINE - F - FOUNDATION DRAIN "__ - - -- --- -- E _ �f _ - - o' PINE w_ \ \a SOUTH WINDSOR CONNECTICUT HARTFORD CONNECTICUT _ 00 94, _ '� _ ` 5`r COMMUNITY PANEL 090036 0006 D MAP REVISED FEBRUARY 23, 2001 ® DUMPSTER PAD - - 4) NO WETLANDS ON THE PROPERTY PER HIGHLAND SOILS, LLC JULY 23, 2004. -� PROPOSED CONTOUR Ep SPILLWAY 100- EXISTING CONTOUR -RIP RAP 14 5) EXISTING PAVEMENT STRIPING TAKEN FROM MAP REFERENCE 2. EXISTING STRIPING EXISTING SPOT GRADE +, cF°F / a� CONC: PAD a ' ___- -�--�- \ HAS FADED. xelss PROPOSED SPOT GRADE f , 4 20 S. SURFACE DRAINAGE FLOW DIRECTION LLJ 56 4' yt �\ 6) ABUTTING PROPERTY TO THE WEST OF THE SITE CONTAINS AN INACTIVE WELL EXISTING TREELINE - 99 9, ( 26.0' , FIELD PER THE CONNECTICUT WATER COMPANY, JULY 2004. ^^'^ PROPOSED TREELINE QO " - D , $ EXISTING PROPERTY LINE d ' V �� SNET 84 7) RESTRIPING OF 11 SPACES, ANGLED STRIPING OF NO -PARKING AREA, AND - - - PROPOSED EASEMENT BOUNDARY N rLf J 28.1 _ \\ `�� SILT FENCE 0 �\ ADDITION OF 46t SQUARE FEET OF PAVEMENT PREVIOUSLY APPROVED UNDER - - - -. J �` �, SOUTH WINDSOR CHILD DEVELOPMENT CENTER CHANGE ORDER. SOILS Lo l 00/ _ _ P \ u% W �O O '\ \ 1 C3� O Z 1 `� •O CID, 8) FORMER RESIDENTIAL BUILDING (1343 SULLIVAN AVENUE) CONSTRUCTED IN 1876. i i HAYBALES Z � - - � � � , ? ' " 1 L .� 1H /- -_ 101 p� - ; F -,4 .1�:. _ / -102_ _ _ - � - _ o AVENUE 1333 SULLIVAN C' RETAINItJG CHILD DEVELOPMENT CENTER o EXITING z \ 1p��1raH- - - - - ALL FF:116.86 1 i ' 6" EE +9 1 Nr rF: 105.11 6488 S.F.A'l SWCDC SIGN 1 . _ D 20 � T :105.74 O - - ' - 1a"_ w \ Q , N\F _ __--AZT __ _� GP U q N SMH \ Tn / TF:118. 42 THE CONNECTICUT WATER COMPANY _ - - - - - -�" -�,,_ �� I F \ 4 Sp. � 39.1' 4" MAPLE a £f $" MAPLE n \ l0" MAPLE 39.1' / a 1 RAND MON'J II< \ " MAPLE LP F # 4011 V. I 1�RCp �� - - �y� �q CH D �I ran `41.Y 6" MAPLE I III I r S- Q p4Q WALK/HC - Ak QO l I l l ' �A' w \ \ � �. A � I / � � � - .� � _ _ � .�`,•_' �ip�� 8" MAPLE Q� ��1 11 L, 'Cg RESURFACE .ENTIRE ��LCB A ®ceoAR 3"/CEDAR w _b, 7" MAPLE 7" MAPLE` T 110.23 �- = \ PARKING AREA ' TF: 114.83 ' " CEDAR 3" CE R 0 � ' 1 r _ EXIST. HOOP a FL IN(E):106.43 1 / FL: 110.63 �' I \ IAFL IN(S):106.33 / I \� I4 \ I 3" CEDAR 3" CEDARFL 000 AITING 6' .000 TRAN PAD EXIST. HC �� 9A OI 4 24" MAPLE - II ST ADE FENCE PA �� 0� - _ - t4"TiAPLE II REMOVE AND RELOCATE IEXI DUMPS d'\ N\ U•G• ELEC, 6" SAN�R�- EXIST. 3' SPLIT RAIL FENC tt CONC. PAD f LO ?�� t - II HC ACCESSIBLE I AL (ApFROX. PARKING SPACE II EMO E EXIST.IIv I A^`^I13.0D76 S. PAVETAIRSA`�AND BIT. PPRB \ ERENCE111. 197y.4 ` I I � II, SNET 83ROOM oo i �''� �', v en 14.5' - I a HC 29.2, OF II I 2 RISERS oILET 1343 SULLIVAN AVENUE 91 HOUSE - - I II 19, ��+ EXISTING 2-STORY SILT FENCE (TYP.) I �-- = \ ENTRY OFFICE SPACE y4" CEDAR 1 FF:120.25' ! II WO" MA v FF GAR:116.62' v t2.t' 2634 S.F. , I+ i F 30.06 EN Y PORCH 0.7. PORCH I II II 1� Ip M a FFa20.t8 1 x + I \ �6 F :120.33 3.3 X 0 v'c NEW NTRY II G I 6 Sp. CANOPY COLUM COMC.'W 10 PROP. BIT. SLOPE CURBI 10 Sp., 7 \ a" MtiPLE Z 1M0� wq LANDSCAPE BUFFER. (SEE DELI) Cm r P• III N PLANT 17 ARBORVITAE - 10' ON CENTER +m III <TIP:; � r/ilk TNUJA OCCIDENTALIS 'DARK AMERICAN" 1 Isp l p \ II I XIS WELL SHE II ► v DARK AMERICAN ARBORVITAE 6'HT B&B ■ I \ tt6 0 REMOVED rn I n\ - �is►1Y1�,u/i\ , r M E EXIST. ' a �� II � \ \ \ it II \ \ � O ..',". . �Q" MALSENT 30" MAPLE I` ne AN ACCESSIBLE IIC ARKING/-SILT FENCE (TYPr'6_ \ 'jjjPACE AND SIGNAGEf DETAILI iiti• 1�Q:\GF,� €" U \C Al 1� / 11 h \ //\ Ii \ 1.S II 1 7 �Al,s t l l\ �� w G N \F WILLIAM T. & LINDA W. O'NEAL SOILS AgB - AGAWAM VERY FINE SANDY LOAM, 3 TO 8 PERCENT SLOPES MODERATELY PERMEABLE, HIGH MOISTURE -HOLDING CAPACITY EsA - ENFIELD SILT LOAM, NEARLY LEVEL, WELL DRAINED, MEDIUM TO MODERATELY COARSE TEXTURED Te - TERRACE ESCARPMENTS, SAND AND CLAY, STEEP SLOPES ON TERRACE BREAKS VERY FINE SANDY LOAM TO LOAMY SAND AND SAND NOTE: SOIL NOTED FROM SOIL SURVEY, HARTFORD COUNTY BY USDA SOIL CONSERVATION SERVICE, SERIES 1958, NO. 14 ISSUED FEBRUARY 1962, AND ARE APPROXIMATE. z -<x0.1 II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. J N \F KAREN M. & RICHARD S. NAR 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. 1 03-16-05 ADD LANDSCAPING, RESURFACING NOTE RAM 12882 N0. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. REPLACE EXIST. RESURFACE AND RESTRIPE. � = O ENTIRE PARKING AREA AWCUT EXIST II 110.86 -- AVEMENT • SWCDC SIGN W/DRYWELL REMOVE EXIST. PAVEMENT 4 _ - , _ TF:110.17 C N EGRADE & INSTALL PAVEMENT I 0 ANTI TRACK APRON III FL IN:107.07 V `v v v v v V' 6"-2" STONE OVER FILTER FABRIC °k I FL OUT: 106.87 _ SEE NO 7 CCB W/DRYWELL ,o`' TF:113.69 I v v 0 v v v v v (SEE DETAIL) I Q i _ `I 76 LF -j- S TEO RCP C--+ FL: 108.69 v v, v v v v v v II L- vv"vvvvvvv 120S.Y. .____-�,\ vvv'vvvv v �- �� I I 11I Sp - 2" `CEDAR- v v v v v v v v 1- -1- I -I-• -`,I - - - - - _ - - - - - v II I :::'' 6t SQ. FT. _ 1 _ --_- _L _ - I r I - L Jl _ =1 - k",* EW PAVEMENT 2 CEDAR R0 - - - _ -- - - - _ - - ' -- -CHANGE ORDER t0" SPRUCE 1 I w - - - RR II CEDAR ROW` - - - N89e07'-58-»W ZONE - J ��+ I.` PIPE � I A A 2„ CEDAR ROW \ ISIAH TF:117.25 7 _o 1 z a N \F RINA SZLLAT & DAVID R. OSBORNE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 fL N \F ELAINE M. DUPUIS Tel. 860.291 • 8755 Fax 860.291.8757 TOPOGRAPHIC / EROSION & 0 esign SEDIMENTATION CONTROL PLAN r�fe�s��n�e,�� n�. civil engineers � DESIGN: RAM DRAW. - RAM CHECKED: RPM/GB� ID � g planners surveyors landscape architects • gis gps JOB NO.: 751 DATE:• 11-5-2004 165, South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: 751-J.dwa UTILITY POLE OWNER/APPLICANT: SOUTH WINDSOR CHILD DEVELOPMENT CENTER, INC. 1333 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-9172 R RESURVEY PREPARED FOR: SOUTH WINDSOR CHILD DEVELOPMENT 'jjCENTER, INC. R333 & n343 S ]L1LRVAN AVENUE SOUTH WUNDSOR,, CONNECTICUT SHEET 3, W• GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 4 FT. SUMPS. 3. ALL PROPOSED DRIVEWAYS SHALL HAVE A 1" LIP. DESIGN NOTES 1. CONCRETE, 4000 P.S.I., 28 DAYS. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 9 3/4" 2. WEIGHT 300 LBS. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR 3. REINFORCEMENT, (2) #4 R.R. BAR. AGENT AND THE DESIGN ENGINEER. 4. (2) 3/4" HOLES CAST IN FOR ANCHORING. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. g" 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION I I �j- SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS 1 FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM B14" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED IN THESE DRAWINGS SHALL I 0 CONFORM TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STAN DETAILS. DARD ROADWAY 2 3/4" 9. MAXIMUM SLOPE OF FILL TO BE 3: 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR R0('K WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESEivT OR FUTURE, OF POLLUTION IV SURFACE WS.ATERS OR GROUNDWATERTYrQiCAL CROSS SECTIOIV MOREOVER, CLEAN TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESCIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESCIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 11. 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. 12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 13. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 14. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR BACKFILL, IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY AND/OR TOWN OF SOUTH WINDSOR REQUIREMENTS. CONSTRUCTION SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A e PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 5 INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING SUBGRADE -� AKIM (•o11QDIKln AAAIKITAIKI nI I /�/1A1TD/'11 urnf�llnrC• A!� ',,V rn11nTinni nlvv vr�Voonvv. mMnv IMIIv ALL VVIV IRVL IVICM3VrCt3 /A3 I+ViV .IP'000J UIV PROGRESSES. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 8. PLACE PAVEMENT, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN AREAS OF FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE COMPLETED AS PART OF OVERALL SITE WORK. ESTIMATED START DATE FOR BUILDING RENOVATIONS - WINTER 2004 ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2005 ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2005 SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 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. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE 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. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING FXISTING ROADS AS RFnIIIRED , 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% 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. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. z �" 0 :: n 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE REVISIONS DESCRIPTION PRECAST CONCRETE WHEEL STOP N.T.S. CB GRATE FILTER FABRIC FI LTEF FABRII CB TOP NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL N.T.S. R 4'- 0" 1/4": 1' v nadada.4 ^4444n44a44 .4 .4 <d< 4 4< 4 4 I�Tr1 A 1 / 1 IT nr/Y TI e%K 1 J INAlUrl I Jtl. I IVIV L� 4" TOPSOIL & SEED EARTH OR STONE ANCHOR PILE )E 6" 1 /4" R asap aap�a aaa Iaoo°°daa aaaapdaaDl n QaaaOcan, -aadQaaap aati 6" CT D.O.T. 2" STONE TO BE PLACED pdp« OVER FILTER FABRIC MATERIAL z aaadp aaap aaapaadaala ,30ac c ppadC pp✓4aa dapap pap as aacia adaad aaad aapp aaaa adad acacia aado d..__ a uVgl adGpp01:adapp cc,dadaaooaappa EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON N.T.S. 1. SET POSTS AND ANGLE POSTS EXCAVATE A 6%6" TRENCH 5• UPSLOPE POST UPSLOPE FROM POSTS. FOR STABILITY SILT AND SELF- FENCING CLEANING. 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED-\ -T-11=-III 1 11=IIII-1 III- BACKFILL LII-Tllf I :- : =-111 =kv, --1 1==IIIJ-1 1l1=-I I I1T' LI' IJ- 1L CONSTRUCTION OF SYNTHETIC FILTER BARRIER 4" TOPSOIL & SEEDS 5" CONC. SIDEWALK (3500 PSI CONCRETE) INSTALL PER PER CT DOT 9.21 AND TOWN OF SOUTH WINDSOR DESIGN STANDARDS/ 8" CONC. SIDEWALK WITH WIRE REINFORCING WHERE IT CROSSES ANY DRIVEWAYS, ACCORDING TO TOWN STANDARD. 8" PROCESSED STONE OR BANK RUN GRAVEL CT DOT M2.06 GRADATION "B" OR M5.01.1 6" MIN. BAivr\ rwvi VrNAVLL 3UC5ICSA3r_ �- 6" PROCESSED TAPROCK BASE OVER PREPARED SUBGRADE (COMPACTED)-/ (COMPACTED) MEET GRADATION M05.01-1 TYPICAL SIDEWALK SECTION NOT TO SCALE ADA VAN ACCESSIBLE ADA ACCESSIBLE SIGN 'A' SIGN 'A'-ADA PARKING SIGN SIGN 'C'-HANDICAP LOADING ZONE SIGN ADA PARKING SIGN 'B' ALUMINUM PANEL SIGN SIGNAGE & MEL ASODMANDUFACTURED FINISHED GRADE BY TAPCO OR APPROVED EQUAL 12%6" -J 'VAN ACCESSIBLE' ADA SIGNAGE MODEL DA-24 AS MANUFACTURED BY TAPCO OR APPROVED EQUAL Z ACCESSIBLE SIGN POSTS N.T.S. 2" U CHANNEL POST COLOR: BLACK -1/2" EXPANSION JOINT CONCRETE WALK OR PAVEMENT 12" SO. CONCRETE FOUNDATION COMPACTED SUBGRADE N.T.S. \AMITU \/ADICC 18'-0" r- SURFACE COURSE MEET GRADATION OF M2.06 GRADING B CROSS SECTION BITUMINOUS CONCRETE PAVEMENT N.T.S. GRAPHIC SCALE 0 ( IN FEET ) 1 inch = fL 12" HANDICAPPED - PARKING STATE PERMIT REQUIRED VIOLATORS WILL BE FINED VAN ACCESSIBLE ADA PARKING SIGNAGE SIGN 'A' SIGN 'C' i WHITE TEXT AND00 BORDERS PASSENGER BLUE LOADING BACKGROUND ZONE STATE PERMIT REQUIRED VIOLATORS 1MI1 RF FINED SIGIN b �' 1 12" I NOTES: -SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM DESIGNED FOR LONG TERM HANDICAP LOADING OUTDOOR USE AND MOUNTED ON U-CHANNEL POSTS, BLACK PAINTED STEEL POST, MOUNTED AT PROPER HEIGHT PER STATE REGULATIONS -SIGNAGE SHALL BE STATE OF CONNECTICUT CODE COMPLIANT ACCESSIBLE PARKING SIGNS N.T.S. TYPICAL ON -GRADE PARKING SPACE N.T.S. 10" LLI z J 1. CURBING MATERIAL TO BE CONN DOT CLASS 3 BITUMINOUS CONCRETE. 2. CURBING TO BE LAID ON TOP OF BINDER COURSE. BITUMINOUS SLOPE CURBING NOT TO SCALE zi 15' 6=-I EDGE OF ASPHALTIC CONCRETE PAVING OR CURB LINE FE _INE �PHALTIC DNCRETE WING J -7 PAVEMENT HANDICAP PARKING SYMBOL N.T.S. 18'-0" 8'-0"AISLE VAN ACCESSIBLE 16'-0" WIDTH ISLE ACCESSIBLE HANDICAP PARKING PARKING SYMBOL SPACE 4" WIDE PAINTED LINE (TYP.) 4" WIDE PAINTED LINES ® 18" O.C. 45•ANG. PRECAST CONCRETE WHEEL STOP EDGE OF ASPHALTIC CONCRETE CURB VAN ACCESSIBLE PARKING STALL N.T.S. Tel. 860.291 • 8755 Fax 860.291.8757 9fesign DETAILS r1ofessionals, inc, DESIGN. RAM DRAWN RAM CHECKED: RP civil engineers • planners • surveyors landscape architects • gis • gps JOB NO.: 751 DATE.• 11-5-2004 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 751-4.dwo ANDICAPPED SIGN 'A' & 'B' ENTER ON SPACE PREPARED FOR: OWNER/APPLICANT: SOUTH WINDSOR CHILD DEVELOPMENT CENTER, INC. 1333 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-9172 SOUTH WINDSOR CHILD DEVELOPMENT �jCENTER, INC.. VAN AVENUE SOUTH WINDSOR, C®I` N ECTlf CIUT SHEET 4 � � titi�� rr t4�,3 � • h� F U -777 r. cv r 4 a s • t Ft y 2 4k• 99 +P _ S ' .,�� - is -•, "`~+-.� _r_.. I �' �• .}s ��` � /•��1)j bl. W i€�aiQlAIS. � --..`' ,•...•. xx:,._. � � .'.raj t - .z J Fgti f _ �xtSXfr�cr t �.bpia:t:onJ t t , kc �>.�SE Y!'S;�.eGriw.t�.2.+•.' .wcx•+.:a^. y... .+ C . -. _ . .... .. •, ., .. ... �Copos F-D C14Am- TT __C�1lZ'� fi_, t;�..-W_'��} t .1�� -51 �1.►� >-G�?. � �.T�_1"L.-_ _��Ll�l-R:.� .��:. W_IN D �aJC __.17-t it, A:ND -?-,Ar i t-� G 0 5" N T�vj 'G tktf,1LD %0 r-_ ca-L-oM y& I✓x«-�z_Nc� ��usr -- - F(U-W tI cc; r X 1 S t! f'j' c 4f. M N r I-f--- pWLAc-r- AL(- ?Z005 7�1+, AOVtVI'5i 1h(i SI.b ING 9rrPLAc,C WITILLYINI,L--51'�):10.6 Y — •) - F0vf" VAIS`C GiWo<- W t I N(j -pCh D% CAN.�PY Cal Kw gmt- .. _ T$A�.flX�lz S %mo v1 . if I Z-T r--1 } =i H--�-LEVA710K �W(',W RA V) 3 GIN IU o�cxap, @�� • 8 0 ' � UhiJ ®�SRU �GUJ co ob N C 0 f t Q- --�J 'ram--- �-•• `^" � �� s •f t -� Y i REV f SF ONS DRAWN BY: _ JOB NO. DATE O 4 --39 SHEET NO. a