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HomeMy WebLinkAbout05-63P_MCGUIRE ROAD ASSOCIATES, LLC & DBB MANAGEMENT, LLC SITE PLAN_MCGUIRE ROAD�saxrs?rza.-r�:tsrx��:a�ser;",.•-'twY=,... �a<�sar�,saca.:s�arrlrz��: a-rms��-s�sa�;r��. - .+cr<�:..,,.,:M!cr=su�rkci:err:�s�ws�,:.�.:x�.:eraucxrs:��a�:•• nzr..z.�-•�,:.,�.�. .�_.�..,�.�, a.=._._.�_�—_nr:iR- �.., _.._.•a..,;...��nr... ...v...._.. 'by 0 *repared 10 &f="$= to Peterm k Hoffman pesign rofessionals, Inc. � civil engineers • planners • surveyors landscape architects • gia • gps 165 South S*teflit* Road South Windsor, CT 06074 ( 991 Far:: 1- - A—r.iaie l West Hartford, CT 06107 060) 291-8755 FAX 060) 291—$757 www.desigtttrrofessionalsfnc.com CY PARA r RpgO ST. M CIRC �~ (Pvt) TERs74 k/Nc CygAF< 2g� p kiN� S�EEr JAG ROgD 4 D 291 A 0 rn LM DESIGN PROFESSIONALS, INC. LOCATION PLAN SCALE 1"=1000' NOTES: THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCFn IN ANY MANNER WITWf)I IT TWr EXDACCC VMITTCKI prowCCIPUI r r nreln,.l ""--�`•^� ••••••`•`•�•` ,\a..VV l., \,1 IL.1. 11.1\IYII.JJl VI\ VI V1�J1 VI'1 PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PRO-ESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNEC11CUT STATE AGENCIES — "MINIMUM 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 5-5 i q SS0 C'�t r 12-15 KI:Y1AI'> OWNER/APPLICANT OWNER/APPLICANT (#59 MCGUIRE ROAD): 467 MCGUIRE ROAD): MCGUIRE ROAD ASSOCIATES, LLC DBB MANAGEMENT, LLC III FAK`rl BROOK LANE III FAKM BKUUK LANE SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 (860) 290-9516 (860) 290-9516 HAVING BEEN OBTAINED AS THE RESULT OF AFIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE-`. 1� — �!• FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. NEW _ 12882 — r RICHARD P M RTEL LIC. No. C IOWA�:C IC.UT ZONING DATA BLOCK ZONE: GC — GENERAL COMMERCIAL REQUIRED PROP.67 McGUIRE PROP.59 McGUIRE MIN LOT AREA 15,000 SF 64,247 SF 134,079 SF MIN LOT WIDTH 100' 102.13' 323+/—' MIN LOT DEPTH 150' 440+/—' 440+/—' FRONT YARD 50' 70+/—' 32.44* SIDE YARD 10' 11.50' 28.4' REAR YARD 15' 305.36' 61.43' BLDG. HEIGHT 20' max 20' 20, LOT COV, 30% max 7.7% 24 4% IMP. COV. 65% max 55.5% BUFFER (AT ZONEUNE) 50'*** 0*** 0*** PARKING** 23 for prop.#67 37 provided 33 for prop.#59 45 provided *EXISTING NON —CONFORMING STRUCTURE **PARKING CALCULATIONS: BUILDING 1 SERVICE AREA GROSS FLOOR AREA: 3415 S.F. (OTHER) 1 SPACE/250 SF GFA X 3415 = 14 SPACES BUSINESS OFFICE GROSS FLOOR AREA: 798 S.F. 4.5 SPACES/1,000 SF X 798 SF = 4 SPACES PARTS (WAREHOUSE) GROSS FLOOR AREA: 798 S.F. 1 SPACE/1250 SF GFA X 798 SF + 1 SPACE/EMPLOYEE X 4 EMPLOYEES = 5 SPACES BUILDING 2 BUSINESS OFFICE GROSS FLOOR AREA: 1158 S.F. 4.5 SPACES/1,000 SF X 1158 SF = 6 SPACES BUILDING 3 STORAGE/WAREHOUSE GROSS FLOOR AREA: 7682 S.F. 1 SPACE/1250 SF GFA X 7682 SF + 1 SPACE/EMPLOYEE = 7 SPACES BUILDING 4 STORAGE/WAREHOUSE GROSS FLOOR AREA: 24,023 S.F. 1 SPACE/1250 SF GFA X 32,482 SF + 1 SPACE/EMPLOYEE = 20 SPACES *** VARIANCE GRANTED TO SECTION 10.4.1 TO ALLOW THE ELIMINATION OF THE 50' BUFFER REQUIRED ALONG THE NORTHERLY AND WESTERLY BOUNDARY AT 59 MCGUIRE ROAD AND THE ELIMINATION OF THE 50' BUFFER REQUIRED ALONG THE NORTHERLY BOUNDARY 67 MCGUIRE ROAD, GC ZONE (DECEMBER 1, 2005) g I ������' 111 I•�t..�.•L.I:PZ� MAP LOT OWNER NAME MAILING ADDRESS 5 5 ALEXANDER JR. & RHODA RUSSAK, 561 KING STRFFT—� 5 6 GEORGE E. KING 4195 SE CENTER BOARD, STUART, FL 34997 5 7 GORDON A. & MAE E. POLLARD 574 KING STREET 5 8 WALTER A. & LISA COLTON 588 KING STREET 5 9 MARYKE L. WHITE 596 KING STREET 5 10 LANCE L. BLACKWEU_ 606 KING STREET 5 11 WILLIAM A. LEONE 33 CONNECTICUT BLVD., E. HARTFORD, CT 06108 5 5 12 13 ALBER T L. JR. & KA THLEEN CHASE 20 MCGUIRE ROAD EDWARD T. SUNDERLAND III 1464 MAIN STREET 5 14 MCGUIRE ROAD ASSOCIATES, LLC. 111 FARM BROOK LANE 5 15 DBB MANAGEMENT, LLC 111 FARM BROOK LANE 5 16 JOHNSTON 1. MCKEE 161 CARRIAGE DRIVE, MANCHESTER CT 06040 5 17 SAUH & ZUNRIJE QERIQI 207 NATIONAL AVENUE #1, WATERBURY, CT 5 18 STATE OF CONNECTICUT — 5 19 STATE OF CONNECTICUT — 5 20 LUCIAN M. & DOROTHY A. GRILLO 108 SPIELMAN ROAD 5 21 STATE OF CONNECTICUT — 5 22 STATE OF CONNECTICUT -- 5 23 STATE OF CONNECTICUT — 5 24 STATE OF CONNECTICUT — 4­� S IH TE U," CONNECTICU i — 5 26 DST REALTY CONNECTICUT, INC. 333 WEST 11TH STREET, KANSAS CITY, MO 64105 5 36 RICHARD L. & BERNICE A. TONUCCI 3 GLEN HOLLOW DRIVE, FARMINGTON, CT 06032 5 37 MOBIL OIL CORPORATION FO BOX 4973, HOUSTON, TX 77210-4973 5 38 PETER CHURILO PO 98 BISSELL 5 39 PETER CHURILO PO 98 BISSELL 5 65 MURIEL RUSSAK 721 BOUNDLINE ROAD, WOLCOTT; CT 06716 5 67 DBB MANAGEMENT, LLC 111 FARM BROOK LANE 12 13 STATE OF CONNECTICUT — 12 14 C,'TAPII FY r .9, nlAAlr VDA-i_`�:._ZVI .nlva. Iv \nvl,. rrJni Cz� V1n11+ C%Imrc vv.-- rVP1V 01RGG 1 12 15 MARTIN & ETHEL FRIEDBERG 652 KING STREET U/ JS t5. i5C iSd I.S. JSd. V 25.1� lldd 11 .,..,OVER SHEET PROPERTY SURVEY PLOT PLAN r.,°�.��,,� ,�.a TOPOGRAPH � I PLAN SOM MINDSOR °�rruno���� FINAL: FEBRUARY 27, 2006 P a D 5 "TAILS REV: FEBRUARY 6, 2006 REV: JANUARY 4, 2006 DATE: OCTOBER 6, 2005 DPI PROJ: 1670 SHEETDRAWN: JAU z .:'I2xsx+^•,,,�'sa!str.�nt.::,�;sta•^�+w �a:,Ir��,•as: ::cs'r�:ra�s:at.:�rrz.rro:�r�xc•�ru:: xw¢srww:sc�;w�w.sur :•x.•ex~ r.- 'rear:a:^t.:..ar.••>+^..,.-�sRsa:.:s-t+-^aa".:rJrs�:ar•T.; ..:.�-: -.� ...- — ... . , ;:mar ��....es..a.._ :x _ .-._ �"• CON lVF°�°`0®Aaa, ;.. f_ :i." `�� . f• • �..tl .. `ail. 1 2 3 4 u NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTIES ZONED GC. 3. BOTH PROPERTIES ARE IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036 0009D MAP REVISED FEBRUARY 23, 2001. 4. AREA OF 59 MCGUIRE ROAD = 171,729 sq. ft. = 3.94 ac. AREA OF 67 McGUIRE ROAD = 26,601 sq. ft. = 0.61 ac. 5. SEPTIC LOCATIONS TAKEN FROM PLANS SUPPL.IFD BY PRESENT OWNER. 6. VARIANCE GRANTED TO SECTION 10.4.1 TO H,Li ;NE ELIMINATION OF THE 50' BUFFER REQUIRED ALONG THE NORTHERLY AND WESTERLY BOUNDARY AT 59 McGUIRE ROAD AND THE ELIMINATION OF THE 50' BUFFER REQUIRED ALONG THE NORTHERLY BOUNDARY AT 67 McGUIRE ROAD, GC ZONE. (DECEMBER 1, 2005) MAP REFERENCES: 1. RESUBDIVISION - PLOT PLAN & TOPOGRAPHIC MAP FOR EDWARD SUNDERLAND MCGUIRE ROAD SOUTH WINDSOR, CONN. DATE:12/15/86 SHEET 2 OF 2 FUSS & O'NEILL, INC. 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM EUGENE MONTANO ET AL BY THE STATE OF CONNECTICUT ROUTE 291 SCALE 1"=40' SEPT 1962 PROJECT NO. 132-70 SERIAL NO. 10 HOWARD S. IVES - HIGHWAY COMMISSIONER 3, PROPFRTY DF RnNAI D IIFMFn Rr nnMINIC.1Z MAPPA 67 AAr.nlIIPP ROAD Cf111714 WINIr1cnR !`(tniKI c('AI 1- 1"-,)n' •,,,tea --1 , VV,Y1�. JVI9LL 1 - -V DATE 4-16-80 REV TO 11-23-80 BY EMIL W. LUCEK ASSOCIATES 4. MAP SHOWING EASEMENT AREA TO BE GRANTED TO CONNECTICUT LIGHT AND POWER COMPANY ACCROSS THE PROPERTY OF EDWARD G. KING SOUTH WINDSOR, CONNECTICUT DATA ACCUMULATION SURVEY PROPERTY OF EDWARD J. KING SCALE 1"=20' DATE 10-25-02 SHEET 1 OF 1 BY OU AIR ENGINEERING 5. LUCENT TECHNOLOGIES/BECHTEL ALLIANCE SSLP PROJECT UTILITY PLAN KING LOT 59 MCGUIRE ROAD SOUTH WINDSOR, CONNECTICUT SPRINT PCS HARTFORD MTA SITE NO CT03XCO66E SCALE 1"=40' 12-4-96 BY URS GREINER 6. RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR JOHN FITCH BOULEVARD FROM THE EAST HARTFORD TOWN LINE NORTHERLY TO NEWBERRY ROAD SCALE 1"=40' DATE JANUARY 1999 NUMBER 132-05 SHEET 2A & 3A OF 6 PRELIMINARY 7. PLAN PREPARED FOR JOHN J. BARRY AND JOHNSTON McKEE 95 JOHN FITCH BLVD. AKA ROUTE 5 SOUTH WINDSOR, CONN. FOR MORTGAGE PURPOSES ONLY SCALE 1 "=40' DATE 1-24-1990 BY MEEHAN ASSOCIATES 8. PROPERTY OF RODERICK H. KING SOUTH WINDSOR, CONN. SCALE 1"=50' DEC 1956 BY CECIL W. BROOKS � J�1 0 1` �--� - / tr O O O rNu �, / y / I ENE 88LT, \ X63.13 SIGN(TYP•) V" �0ro�0_ 1 \ \ ---- w , O - ' 1\.91 X61.21 o t / _ `" y + y SEPTIC TANK / I EX. 9. 25 \ + t 1250 GALLON / N _ SN 2.60 �� \ INV.-54.90(OUT) + 1 / / M �0 �- / INV:54.95(IN) /� y� - ♦ \ I rnu,•nn . N� :- t \ /FX. CONC. Ek ` \ �CQ s�%T/� _ 20' •EA•SF A1ZNT.IN.��_ P0g6,§P.§ I GL7IIYARU 1. ,VIYUC LAIVL7 11{ / t 50 PAD `'^ --- - .� - vi ONNECTICUT UGI IT AND tF�OWER / UTILITY POLE �r SNET 2F665 \ \ EX. CB .75 1 ` TF: 55.35 ,Ira�8� Cp O \ -67.58 I \ ` ♦ w c, R INV:52.21(IN) ` I � �_� Ft t ` ♦ `'� 0%"' , INV.52.07(OUT) 18'X'10' ATi-IPN �' r ` MAIL rl h Ex. CB �i ` y TWO DRY WELLS �' ` y BOX �• C 827RR TF:59.35 IN SERIES t �� 'SNET 5' t 7 INV.56.35(OUT) B ` EXISTING / t BOTTOM 5' DEEP tt �/ \ r X62.84 ��` \` MO �` ,r t ♦` \�+ \BUILDING y t Z� . / p r d♦C'o Ex. CB OOMMERCIAL 11�SE y ,� �� F \�t� 1 J LAWN �.I iA ♦` TF:52.55 IN\RESIDt' TIAL \ZONE / ?• Fv I O / tp •\ y I ! O �`` ♦ INV.49.05(IN) LAWN ' I • I / / 1 ` t X58.35 t y `\♦ INV.49.05(OUT) \ ♦ EX. CONI-1 I �♦ 1 r \ ` ' r 1 _� 1 ty ` PAD / / EXISTING BUILDING / t �` t / EX. RETAINING/WALLFF: 68.05 D , \ / !r I+ ttt�QiEX.81T. %I rr #67 MCGUIRE ROAD L - \ - " �6, • I , RETAINING WA 7, / Q \ `\ / , TENANT AREA S.F. TENANT NAME L&P 171913LIf _ J-n i,1 s-/�EX.ICB (,0 �'.os 1 1�/Y TTt517.10 EXIST _ - � . - - _p9' o1 y Ot LAWN X65.42'2``INN: UNAVAILABLE BUIL- �� \ �` - " - o� O CL& 18609 SEPTIC �� .5 SEPTIC TANK\COMr �60`/ / �ry Z 21' ' FIELD j ti ` EX. BLDGW/COVERIN R` �/` .8� �1 r 65.57 _ _ ' , '�, FF:67.64 TOP YJA - I FF GAR:58.11 47OH 000R - 8- Oy 6N LL/NC�y��C ` ' / 57.8 ON QOORS g, 1 i. ry 1 ! 1 "' _ \♦ co -. All I #67 MCGUIRE RD �W �Ai "�-I _ _ /T ♦ nl 1 EX. BLDG 1 I 2 ' X53.74 FEDGEtEX ♦ �/ tv cvr rJr_46 . FF:59.12 0 �` ST?�/ ♦ EX BIT. t `061 d ST RAGE EX. CB 34 I y X54.26 - - I TF:53,02 \ ` \ ` / I T ILERS g8, e 1 1 - / INV:UNAVAILABLElk CL P 65 1 0 / `h ` e EX. BIT\ MILLINGS ♦ I O 8g Q6' ♦ EX. YD \ ` ^� 'QG E ♦ M ! I INV 52.65(OUT) IV'SyY CL 23273 x RErq�Nr w4 - _ N # 1 #59 MCGUIRE ROAD TENANT AREA (S.F.) TENANT NAME 2 1158 MCCARTHY CONCRETE 3 7682 AGRIC. WHOLESALE/ STORAGE 4A 1250 STORAGE (INDEPENDENT) 4B 13,223 AMERICAN RELIABLE OIL CO. 4C 2416 STORAGE (PERSONAL) 4D 910 HTE STORAGE 4E 1855 STORAGE/AMERICAN REL. OIL 4F 4369 MCCARTHY CONCRETE #59 MCGUIRE ROAD EXISTING BUILDING FF: 54.29 STORAGE 24,023 S.F. 0 O 1 O O o �3, 31, ` y� ♦ -- dZ p � :53.89 h O E - PARKING t o / ///(D 52.9a Y� ♦ ---- 1, 53 no .�• EX.-YD X50.69� O r E B(COVERED) TF:49'95t t ` EX. CB / I� ` _ _ _� J TF:N/A INV:47.39t(IN) TF:50.2� / I I INV:UNAVAILABL_ ♦ INV:47.37t(OUT) 73' INV:45.82(IN) / ' X51.32 + -S2� EX. GRAVEL DRIVE 1 TWO 6" CONC. PI ES r / , _ 1 ��. I - _ t INV.51.39/ 1 �� y - ��. ♦ EX. DIRT DRIVE- �t EXISTING EX. CB(COVERED) 1 BUILDING I I 1 \� 1 ` - �� TF:N/A ` ♦� E• LAWN AILABLE ' r Ir `---____ - y`�,'•' 1"\\g x51.17 r I I i I I I LEGEND ■ MONUMENT TO BE SET a EXISTING MONUMENT s IRON PIN TO BE SET v FYI�TIN� IRON PIN o I1 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CONSTRUCTION. 1 12-23-05 ADDITIONAL DRAINAGE KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. y/ t 9 EX. BIT. 4' S W 6 ACES GRAPHIC SCALE 40 0 20 40 EO ( IN FEET ) 1 inch = 40 ft. I t �qs sF o n _ _ Q`/C O OM N X53. ✓'• za\ S� ' 1 O� / 8 " t \\ 7� y / CE / Z /M6NOPf3LE , \ t ACCESS RIGHTS ACQUIRED BY / EASEMENT IN FAVOR O `d - !`Q W\ 52172 STATE OF CONNECTICUT X52.93 OF SPRINT PCS S)'�\� / M y 76:53.37 nj w0 g2 SOUTH & 1.00' EAST � �> O OF PROPERTY CORNER X5�05 `.52.6 t 15' DRAINAGE EASEMENT IN FAVOR OF McGUIRE ROAC X52.52 / 1ASSOCIATES, LLC PER VOL. 279 PG. 91 / X52.73 X52.55 1 ^`-J2` t` 11 J / r XcS 2` EM FE 1/ X52.55 !�� X53.06 _ ck9ti �t ^ • I t r r x53�� t t O t ' X 1.17 t I 5",.21 t I / + X52.48 / 1 �53 27 X52.717 X53.65 / N s3 5 TALE OF CQNNECTICUT 4.05 X52.51 r Q 53.29 t t �• � i % j.94 t X53.16 0 I`♦ y ` "`•_.,.,1 J f ` ♦ � X53.30 �j3.23 �rY1 i 1 1 `o� 4N ��q . a S3- - /) �'cs s. ; t .� t t a w t X54.84 1 NCO NeMENT 2 C9 ` ` ' `\ ♦ ' MON tt �� � 1 ,I 0.25' SOUTH a 0.75' EAST `'� �'� ,qCc / )/t OF PROPERTY yCORNER age R OF ESS I / RF4 411AA( MC � 0 o \� 838s %17 /R - �/ S / tnoN /2 S9 'ft (<��1� ASSF'�Fl1/ �Q Sp 1 T / ,�y `� .0 , C/gyp 1 V 0 o 0 jre CSC O \� OWNER/APPLICANT OWNER/APPLICANT / (#59 MCGUIRE ROAD): (#67 MCGUIRE ROAD): MCGUIRE ROAD ASSOCIATES, LLC DBB MANAGEMENT, LLC ^SNE2 6 111 FARM BROOK LANE 111 FARM BROOK LANE SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 (860) 290-9516 (860) 290-9516 Tel. 860.291 • 8755 ® Fax 860.291 • 8757 esign rofessionels. Me- ® civil engineers . planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 P�OF' STY SU�V�Y DESIGN: I DRAWN, 1AU I CHECKED, • RPM Joe No.: 1670 1 DA m- 10-6-05 DRA WING NO.: JOBS,11670/1670A -2. D WG PROPERTY SURVEY/RESURVEY PREPARED FOR: MCGUIRE ROAD ASSOCIA i ES, L, L. C. A T 59 MCGUIRE ROAD & DBB MANAGEMENT L.L.C. AT 67 MCGUIRE ROAD SOUTH 1HI WIINDSOP".P tCONNEC 'UC UT SHEET 111 0 ,`O,V N Sr ,y t O G � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 So;t-cu W AREA CODE 860 / 644.2511 November 2, 2005 Certified #70020460000197444330 Design Professionals, Inc. Attn: Karen Isherwood 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #05-63P - DBB Management - 59 and 67 McGuire Road, General Commercial "GC" zone Dear Ms. Isherwood: At the October 19, 2005 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #05-63P - DBB Management - 59 and 67 McGuire Road - Conservation application for the construction of an access drive and outdoor storage area on property located at 59 and 67 McGuire Road, General Commercial "GC" zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & 'Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on October 19, 2010. 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. 4. All approvals required must be obtained and submitted prior to any activity on tine site. 5. A contact person sliall be identified on the plans. DBB Management November 2, 2005 Page 2 6. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures and to ensure establishment of the stormwater basin. Very truly yours, INLAND WETLANDS AGENCY/ CO/N/SSERVATION COMMISSION E eth A. Warren, Chairperson EW:dr cc: Chief Building Official DBB Management SOMM J�• �� C�J S� dZfz JV V �.� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 soR.coTELEPHONE (860) 644-2511 CERTIFIED #7004 2510 0003 9803 0482 February 16, 2006 DBB. Management LLC 111 Farm Brook Lane South Windsor, CT 06074 Dear Madam/Sir: Re: App105-63P, DBB Management Site Plan We are pleased to advise you that that the Planning & Zoning Commission voted on February 14, 2006, to approve with modifications the above referenced application for a Site Plan of Development. This approval is for site plan on property located at 59 and 67 McGuire Road: 1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 2. A landscape bond in the amount of $2000.00 is required and must be submitted prior to filing of mylars. 3. All bonds must be in one of the forms described in the enclosed Bond Policy. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 6. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 7. The Town Engineer's review comments dated 1/10/2006 must be addressed to the Towv j, neer's satisfaction. 8. All outdoor storage must be contained witluu areas designated for storage on the site plan, and all outdoor storage must be screened as required by the zoning regulations. 9. A merchandise display area totaling 1900 square feet is approved in the location shown on the site plan. The Commission -approved merchandise area need not be screened. 10. The landscaping plan for the screening trees must be completed, with trees identified by type, minimum 5 feet at planting. If arborvit�es are used, they must be no farther apart than 5 feet on center. The final landscaping plan must be submitted to the Planning Department for review and approval. 11. All customer and other vehicle parking must be accommodated on site. Areas designated as parking spaces must actually be available to be used as vehicle parking spaces. 12. All dumpsters on -site must be shown on the site plan and screened. Black and white transparent mylars of Sheet # 3 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. V . ly yours, Patrick K y, Chairman PK/bmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fbv Marshal Design Professionals ✓ NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTIES ZONED GC. 3. BOTH PROPERTIES ARE IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036 0009D MAP REVISED FEBRUARY 23, 2001. 4. PROPERTY LINE ADJUSTMENT BETWEEN 59 & 67 MCGUIRE ROAD PROVIDES AREA OF 59 McGUIRE ROAD = 135,982 sq. ft. = 3.12 cc. AND AREA OF 67 MCGUIRE ROAD = 62,344 sq. ft, = 1.43 oc. 5. PARKING SHOWN IS FOR ZONING COMPLIANCE PURPOSES ONLY AND IS NOT TO BE INSTALLED. 6. VARIANCE GRANTED TO SECTION 10.4.1 TO ALLOW THE ELIMINATION OF THE 50' BUFFER REQUIRED ALONG THE NORTHERLY AND WESTERLY BOUNDARY AT 59 McGUIRE ROAD AND THE ELIMINATION OF THE 50' BUFFER ALON_' THE NORTHERLY BOUNDARY AT 67 MCGUIRE ROAD, GC ZONE (DECEMBER 1, 2005) 7. A TOTAL OF 24 PROPOSED EVERGREEN TREES ARE TO BE OF THE SAME SPECIES, A MIN. HT. OF 5', AND PLANTED PROVIDING 10' SPACING CENTER TO CENTER. SEE PLANNING AND ZONING APPROVAL LETTER, CONDITION #10. MAP REFERENCES: 1. RESUBDIVISION - PLOT PLAN & TOPOGRt,RHIC MAP FOR EDWARD SUNDERLAND MCGUIRE ROAD SOUTH WINDSOR, CONN. DATE:12/15/86 SHEET 2 OF 2 FUSS & O'NEILL, INC. 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM EUGENE MONTANO ET AL BY THE STATE OF CONNECTICUT ROUTE 291 SCALE 1"=40' SEPT 1962 PROJECT N0. 132-70 SERIAL N0. 10 HOWARD S. IVES - HIGHWAY COMMISSIONER 3. PROPERTY OF RONALD DEMEO & DOMINICK MARRA 67 MCGUIRE ROAD SOUTH WINDSOR, CONN. SCALE 1"=20- DATE 4-16-80 REV TO 11-23-80 BY EMIL W. LUCEK ASSOCIATES 4. MAP SHOWING EASEMENT AREA TO BE GRANTED TO CONNECTICUT LIGHT AND POWER COMPANY ACCROSS THE PROPERTY OF EDWARD G. KING SOUTH WINDSOR, CONNECTICUT DATA ACCUMULATION SURVEY PROPERTY OF EDWARD J. KING SCALE 1"=20' DATE 10-25-02 SHEET 1 OF 1 BY OU AIR ENGINEERING 5. LUCENT TECHNOLOGIES/BECHTEL ALLIANCE SSLP PROJECT UTILITY PLAN KING LOT 59 MCGUIRE ROAD SOUTH WINDSOR, CONNECTICUT SPRINT PCS HARTFORD MTA SITE NO CT03XC066E SCALE 1"=40' 12-4-96 BY URS GREINER 6. RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR JOHN FITCH BOULEVARD FROM THE EAST HARTFORD TOWN LINE NORTHERLY TO NEWBERRY ROAD SCALE 1"=40' DATE JANUARY 1999 NUMBER 132-05 SHEET 2A & 3A OF 6 PRELIMINARY 7. PLAN PREPARED FOR JOHN J. BARRY AND JOHNSTON McKEE 95 JOHN FITCH BLVD. AKA ROUTE 5 SOUTH WINDSOR, CONN. FOR MORTGAGE PURPOSES ONLY SCALE 1"=40' DATE 1-24-1990 BY MEEHAN ASSOCIATES 8. PROPERTY OF RODERICK H. KING SOUTH WINDSOR, CONN. SCALE 1 "=50' DEC 1956 BY CECIL W. BROOKS 9. ROUTE 291 RAMPS AT US 5, SOUTH WINDSOR, CONN. PROJ NO. 132-70 YEAR:1955 SHEET NO. 13 BY CTDOT o _< 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY il Z x 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 N, I OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 3 2-27-06 FINAL PLANS/APPROVAL LETTER RAM 2 2-6-06 GENERAL JAU 1 1-4-06 GENERAL/LOT LINES/BUFFER KMI K r^ IM L/• rn A •rr I L//A l G rlC1C11101DTIn&I I IILJk Imj 11WI N RY I - LEGEND IRON PIN TO BE SET QO EXISTING IRON PIN a MONUMENT TO BE SET o EXISTING MONUMENT of 4A 1250 STORAGE (INDEPENDENT) , 4B 13,223 AMERICAN RELIABLE 'OIL CO. 0 �k 6g� 4C 2416 STORAGE (PERSONAL) EXISTING UTILITY POLE 4D 910 HTE STORAGE _ _ _ = EXISTING CATCH BASIN AND PIPE 4E 1855 STORAGE/AMERICAN REL. OIL N _.• 70POSED CATCH BASIN AND PIPE II 4F 4369 MCCARTHY CONCRETE W EX. WATER LATERAL / I I 0------•- EXISTING PROPERTY LINE �_ N - --- -- PROPOSED EASEMENT BOUNDARY SIGN(TYP.) ® EXISTING DUMPSTER \ o EX. CS TF: 59.25 SEPTIC TANK y INV.54.90(OUT) / 1250 GALLON -` \ INV.54.95(IN) / `1 C 20' EASEMENT IN FAVOR OF/ \ N/F , / Ex. CONC. EX, LAWN \ / •'� � ONNECTICUT LIGHT AND OVJER EDWARD T. SUN D D III PAD S 2•p4 9 \�.14 \ // EX. CB O TF: 55.35 RCP INV:52.21(IN) INV: 52.07(OUT) EX. CB XBOTTOM TWO D' ATION �� WINV:56.35(OUT) TWO DRY WELLSQc IN SERIES tX 1789•\A\�5' DEEP \`� �, Q \ �� �q EX. CB XISBUILDING O 50' .` N� TF:52.55 COMMERCIAL USE /� CO % \� /`N z 04'0 O \� IN RESIDivT1AL ZONE !^ N / EX. LAWN OU � J�2 13 INV: 49.05(IN) `� INV:49.05(OUT) \ EX. CONC EXISTING BUILDING y^ `` O / EX. RETAINING WALL ' _ _ PAD / FF:68.05 O e 4STORA0 PARKING S�P REQ'D: 7 SPACES Q Q ` n EX T. 0 #67 MCGUIRE ROAD RE nINiNG W Q \, TENANT AREA S.F. TENANT NAME L 7g 8' OFFICE: 1158 S.F. �� �" � EX. CB 1 bUUU HARTFORD TRUCK \ PARKING REVD: 6 SPACES 50 :57.10 TF _ , �) �\` ' INV:UNAVAILABLE /� 20•g• o EX. LAWN / • O S SEP11C T�-�. EXISTING / / �� �� o SEPTIC / W/COVER BUILDING �I / / \ Q FIELD / EX. BLDG�� O W COMMERCIAL USE , \ �6p �� a 2f FF:67.64 �, ) IN RESIDENTIAL ZONE 28LID .g FF GAR:58.11 N^? ICE;798 S.F. OH � O �` 8k REr r �6Q` OH DOOR 00 O^! 4 SPACES REQ'D ppORs Oy 1 i•$' Allyl l O DOpRS E MON LL NG �AtL f l // `�� SERVICE AREA;3415 S.F. 2 s Q) PARTS:798 S.F. 14 SPACES REQ'D � / 1 SPACE REQ'D MCGUIRE RD (PARKING SPACES O o N / EX. EX. BLDG �, ROP05ED DISPLAY AREA 70 DISPLAY SAMPLES OF ALL Ex. / TO BE STRIPED) ') 59.12 PRODUCTS MARKETED BY HARTFORD TRUCK INCLUDING: EXI NG FF• ST AGE t j SPRING/ SUMMER: • A2, EX iBIT. DROP-OFF AREA PROPOSED CHAT TRUCKBEDS/ FLATBEDS/ LQADAJNLOAD EX. CB a• R ILERS 68• STORAGE BINS/ TOOL CABINETS/ TF:53.02LINK FENCE � / INV: UNAVAILABLE W/GATE OUTDOOR STORAGE AREA VEHICLES WITH PRODUCT MOUNTED. ^O SCREENED BY DISPLAY) FALLWINTER: TO BE SNOWPLOWS 3 WIDE X MAXHIGH 7YP./ STACKED NO / EX. BIT. MIWNGS MORE THAN 3 HIGH in AHT. 7.5')/ SANEX. REFRIGERATED o 88.06. EX. YO \ ` 6 07'23"W RErAlty VEHICCLES WITH PRODING EQUIPMENT UCT MOUNTED. AGRICULTURAL or co TF:53.45 w fxDISPLAY TRAILERS Q INV:52.65(OUT) 853 8"W �ryV! NG Wgtt ' AMT. WITHIN AREA TO NO MORE THAN 1 OF EACH BY YEMM 13 7.89 oz 2' 1 I FRyCF ce 1� o 25' o o �� N � .t 0 � 1�` •. _ S / .8 � � /p EVERGREEN T S �' EE NOTE #7) 3, \. ,�v �• EX. BIT. v #59 MCGUIRE ROAD f��ny �� N EXISTING BUILDING 1 Z CENOP9 3 \ j�Up l� Zry ACCESS RIGHTS ACQUIRED BY p O O 4i FF:54.29 241 EASEMENT IN FAVOR O STATE OF CONNECTICUT STORAGE 24,023 S.F. OF SPRINT PCS M rya �S EE NOTE #4) 2 / 1.76 • 0 ' ' \ �4 EVERGREEN TREES O STORAGE; REQ'D: SF. N \ (SEE NOTE 7 PARKING REQ'D: 20 SPACES `M ° # ) IM d \ \__Ia DRAINAGE EASEMENT IN FAVOR OF MCGUIRE ROAD 6 ACES h O y1e ASSOCIATES, LLC PER VOL. 279 PG. 91 PARKING "` E1 41 � /� 0UQ . , �Q \ E PA o h O F 7C r1 to l ryo \ \ / I p O Uj k I Ca O `Z EX. FE o v S �r EX LAWN 17 112.97 >,. oo S ENV: 50.79 V I ¢ / " CP EX. YD o m O v m / O S- O� \ 12 tt E . (COVERED) 447.39f IN z6, p P.,• / ry 0o �� N vv \ \ ,/ O EX. BIT. EX. CB TF: N/A ( ) • O Cr Q Q TF:50.22 / ' / INV:UNAVAILABL INV:47.37t(OUT) 13(TO BE INV:45.82(IN) /' EX, GRAVEL DRIVE TWO 6" CONC. PI ES / o REMOVED) INV-.51.39 = n/ 17 EX. DIRT DRIVE o��,J ry \ 17 EVERGREEN TREES EXISTING� EX. CB(COVERED) 31.40, o < (SEE NOTE #7) BUILDING _`� I I TF: N/A V �.� LAWN AILABLE PROPOSED CH K S� Q �p • \ FENCE Q \ N/F ��"` TATE OF CONNECTICUT ACCESS / / l % -- IMPROVE TRAVEL/PARKING AREA(S) WITH COMPACT GRAVEL OR PROCESSED PROPOSE AGGREGATE AS REQUIRED _`_;� 7' a� DETENTI AREA 9'X20'CUSTOMER VEHICLE 71` _`• EXISTING CHAIN SERVICE PARKING AREA � LINK FENCE o o CO .Q) (p SEMEN _ " �,'�y 20,1 A 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. 12882 RICHARD P. MARTEL LIC. No. #59 MCGUIRE ROAD TENANT AREA (S.F.) TENANT NAME -2- 11 M A Tc -i'�C CR 3 7682 AGRIC. WHOLESALE:/ STORAGE GRAPHIC SCALE 40 0 20 40 80 ( 1N FEET ) 1 inch = 40 ft. 00-e o� A �O OWNER/APPLICANT OWNER/APPLICANT (#59 McGUIRE ROAD): (#67 MCGUIRE ROAD): M GUIRE ROAD ASSOCIATES, LLC DBB MANAGEMENT, LLC / 111 FARM BROOK LANE 111 FARM BROOK LANE SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 ® Tel. 860.291 • 8755 ® Fax 860.291 • 8757 r,��®T pUV M esign (� rofess,onels, Inc. - ® -- • DESIGN. DtZAWIV.• JAU CHECKED.• RPM civil engineers • planners surveyors landscape architects • gis • gps JOB NO.: 1670 DATE: 10-6-05 165 South Satellite Road, South Windsor Connecticut 06074 DRAWING NO.: JOBS/1670/167OA-3.-DWG (860) 290-951r- (860) 290-9516 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET MCGUIRE ROAD ASSOCM TES, L. L, C. AT 59 McGUIRE ROAD & 3 DBB MANAGEMENT, L,L.C. AT 67 McGUIREROAD SOUTH WINDSOR, �F3�TIE�C'B`ffc�QJ�' NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTIES ZONED GC. 3, BOTH PROPERTIES ARE IN FLOOD ZONE X = AREAS OcTcR1v1i1vty Tv BE OUTSivE `JVV-TtAK FLVVDPLAIN AS PtR FIRM COMMUNITY PANEL NUMBER 090036 0009D MAP REVISED FEBRUARY 23, 2001. 4. PROPERTY LINE ADJUSTMENT BETWEEN 59 & 67 McGUIRE ROAD: AREA OF 59 McGUIRE ROAD = 135,982 sq. ft. = 3.12 ac. AREA OF 67 McGUIRE ROAD = 62,344 sq. ft. = 1.43 ac. 5. SEPTIC LOCATIONS TAKEN FROM PLANS SUPPLIED BY PRESENT OWNER. 6. PROPERTY LINE ADJUSTMENT BETWEEN 59 & 67 McGUIRE ROAD. 7. A TOTAL OF 24 PROPOSED EVERGREEN TREES ARE TO BE OF THE SAME SPECIES, A MIN. HT. OF 5', AND PLANTED PROVIDING 10' SPACING CENTER TO CENTER. SEE PLANNING AND ZONING APPROVAL LETTER APPROVAL CONDITION #10. MAP REFERENCES: 1. RESUBDIVISION - PLOT PLAN & TOPOGRAPHIC MAP FOR EDWARD SUNDERLAND MCGUIRE ROAD SOUTH WINDSOR, CONN. DATE:12/15/86 SHEET 2 OF 2 FUSS & O'NEILL, INC. 2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM EUGENE MONTANO ET AL BY THE STATE OF CONNECTICUT ROUTE 291 SCALE 1"=40' SEPT 1962 PROJECT NO. 132-70 SERIAL NO. 10 HOWARD S. IVES - HIGHWAY COMM lSSlONER 3. PROPERTY OF RONALD DEMEO & DOMINICK MARRA 67 MCGUIRE ROAD SOUTH WINDSOR, CONN. SCALE 1"=20' DATE 4-16-80 REV TO 11-23-80 BY EMIL W. LUCEK ASSOCIATES 4. MAP SHOWING EASEMENT AREA TO BE GRANTED TO CONNECTICUT LIGHT AND POWER COMPANY ACCROSS THE PROPERTY OF EDWARD G. KING SOUTH WINDSOR, CONNECTCUT DATA ACCUMULATION SURVEY PROPERTY OF EDWARD J. KING SCALE 1"=20' DATE 10-25-02 SHEET 1 OF 1 BY OU AIR ENGINEERING 5. LUCENT TECHNOLOGIES/BECHTEL ALLIANCE SSLP PROJECT UTILITY PLAN KING LOT 59 MCGUIRE ROAD SOUTH WINDSOR, CONNECTICUT SPRINT PCS HARTFORD MTA SITE NO CT03XCO66E SCALE 1"=40' 12-4-96 BY URS GREINER 6. RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR JOHN FITCH BOULEVARD FROM THE EAST HARTFORD TOWN LINE NORTHERLY TO NEWBERRY ROAD SCALE 1 "=40' DATE JANUARY 1999 NUMBER 132-05 SHEET 2A & 3A OF 6 PRELIMINARY 7. PLAN PREPARED FOR JOHN J. BARRY AND JOHNSTON McKEE 95 JOHN FITCH BLVD. AKA ROUTE 5 SOUTH WINDSOR, CONN. FOR MORTGAGE PURPOSES ONLY SCALE 1"=40' DATE 1-24-1990 BY MEEHAN ASSOCIATES e. PK^U^rEKTY OF KVOtINIUK H. KING SOUTH WINOSUK, CONN. SCALE 1"=50' DEC 1956 BY CECIL W. BROOKS 9. ROUTE 291 RAMPS AT US 5, SOUTH WINDSOR, CONN. PROJ NO. 132-70 YEAR:1955 SHEET NO. 13 BY CTDOT zo n 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 3 2-27-06 FINAL PLANS/APPROVAL LETTER BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 2-6-06 GENERAL 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 1-4-06 REV. PER TOWN STAFF COMMENTS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION EXISTING BUILDING SVI L LEVEIV V ff WuA WINDSOR LOAMY COARSE SAND (0 %) WvB WINDSOR LOAMY FINE SAND (3-8 ) /� I 58 C fi a O $NE 88LT ` X63.13 SIGN(TYP.) SNE 89L <r ` �� f ' O tp �O`1►� CC 35 . ` y - - - - - - - - - - - - - -- - - - - - = i ./' 0 SEPTIC TANK TF:592 5 \ % 1250 GALLON - ~ ~ SN .60 \ ! TF:59.5 OUT \ N / \ N y' M \ �� \ / INV.54.95(IN) ) EDWARD T. SUND ND III ' \. so EX. CONC. EX` \��-'-}' ' 20 EASFk€N7.IN. E�Of 66� i .' `\ I t % PAD ' , 1„` �. 4✓j%��„ JNNECTICUT LIGHT AND POWER I UTILITY POLE \ 00•¢' 1?7�� z24, 7 Oy1�E \ .75 SNET 2q665 EX. CB j� 7' 55.35 QU,_� %Oi 67.58 ' \ /r v _ �\ RCp O INV:52.21(IN) /� / `\`, i'�/ i0irro \ INV:52.07(OUT) 1s'xto ATION \�, r `� L „�.! PAVEMENT TO BE REMOVED /\ ' TWO DRYcWELL:i It SNET 590S m OX2 C R827� INV. \ IN SERIES \ Q f BVI TOm U uttt, 1 X62.84 r � EXISTING \BUILDING / / ~ Q ` `� / 00 EX. CB OOMMERbIAL L\Z / , ��' b� 0• F� \ L. t�, t / lV1Q• �` TF.52.55 IN\RESIDtt\JTIAL ZONE EX. tayWN `��� d�'0 , ```� INV:49.05(IN) ;'� c�' 1 1 \0��\ /C EX. LAWN r 3 / 1t \ �� X58.35'JOZ 1% \ " INV:49.05(OUT) \ EX. CON C / \\ \\ PAD ;` ' F 680 D // i Q � /\ \ EX. RETAININGWALL- S DRAGS: 6 2 r 1 O Cr; , \ - . 0: t �' 4C� � Sip SEX. E T. \ ARKING 8,,37 x r � ( #67 MCGUIRE ROAD \ 1 / KE AIN NU W ` ' (" ~ _ - - �\ L. ` � � �• r r + � I t; / / _ /'�... '� � / I itivAivT AREA J.F. ItNAN'I NAME \ \ L&P 1719JL'I• / 1 OFFICE.-,'r58 S.F. ^ 1 \ , 1 50 HA RU K PARKING REQ'D: 6 SPACES EX./CB OS / //. / OIL , 3._ \ ' F), ` 8 TF957.10 EXISTING \� - - - 209' o ` EX LAWN X65.n2 / TAN / , \ �� ` ` W)1: UNAVAILABLE O \ S SEPTIC TAP r BUILDING O 8 - i� _ q SEPTIC COMMERCIAL USE / - �60- •� / -- �� Z 2f' CL& 18609 ' FIELD , % EX. BLDG S1 W/COVER / IN RESIDENTIAL ZONE _ - / . S8- _ _ . / ' 65.57 ' , ^J FF.67.64 62. A M -56- 7! / _ 8 S' / / _ _ r FF GAR: 58.11 TOP svA ry cV FFICE: 798 S.F. $� '606e` ` �,'/� \` 47OH DOOR ~ - 8� p^! 4 SPACES REQ'D 00ORS Al flloG 8 ` - - ,/ l 57.8 � OHO y 1011. $' MAN V' LL / ✓ LLC �' OORS y----L 5 f i SERVICE AREA:3415 S.F. ' z .i'' t1� P e9oenn 1#677 'SPACES 000IRE RD ivy w� =� f r c�1� i kt-PKKiNU SPAQtS ry �/ y E,C. BLDG v X53.74 EDGEt EX T TO BE STRIPED) Co/ 1k �t n6n FX. B D o t ROPOSi_ LASPLAY AREA TO DISPLAY SAMPLES OF ALL S /��' is _ EXI NO PRODUCTS MARKETED BY HARTFORD TRUCK INCLUDING: EX. BIT. DROP-OFF AREA 6. >/AGE x54.26 , ` % LOAD UNLOAD IEX. caF:53.02 / \ \ // Q ST ILERS se, /r / { SPRING/ TRUCKBEDS/ FLATBEDS/ / 34 _ / y \ �, Gj' / �' / STORAGE BINS TOOL CABINETS/ \ INV. UNAVAILABLE 1. �\ ETOTEN-S, ST GE AREA cep �" / y VEHICLES Ji/PRODUCT MOUNED. Tl(F K F� '`O y�o, ED BY DISPLAY) 6, ' FALL/ WINTER: EX. -REFRIGERATED 65 1 0 \ - , ,� o ~ -/ � ` o EX, Bit., MILLINGS i SNOWPLOWS (8' WIDE X 30" HIGH TYP. STACKED NO 0 8 . �` \ ` Q MORE THAN 3 HIGH TO MAX HT 7,5')/ AGRICULTURAi. E Q6' ` � EX. YD � R. � � \ + '. _ - TRAILERS ` h o o y TF:53.45 iQ/ ; I t 60o EX RET ` ? 01 r SANDING EQUIPMENT / INV:52.65(OUT) , r C do 6c' AI/y� W .�, I VEHIr.J cS WITH PRODUCT MOUMTED. / o �' �j• Ty "Itc -58. �X5 3 ,DISPLAY LIMITED BY SIZE OF AREA DEPI TED AND BY MAX. IAMT. WITHIN AREA TO NO MORE THAN OF EACH ITEM. A � 1 E ' L ty hr'Sys^ 4 CqS "% o 9 `�S� "`ram/ - R z` - n `� ' o,��v U 9 �sS'.�2�:� EVERGREEN 1 S k *fir ti�EX. BIT. t�l o� /r� 39 a» `�. 1`S „ - %n ( EE NOTE #7) �• / #59 MCGUIRE ROAD CE TO EXISTING BUILDING ham. ' 1 �ry 1 ACCESS RIGHTS ACQUIRED BY FF:54.29 /// � NOPf1 . �. _ � Yr,. �_ (/1/ � ` - .h r, rcnocmuvi iiv FAi%OK,_ �/ \ •u/ 5cI/2 STORAGE 24,023 S.F. 4*F" i // STATE OF CONNECTICUT 1S, 5£.93 OF SPRINT jCS ' y 6F CEN \/S i'\�\ �lry' OSTORAGE 24,023 S.F. 1 7 53.37 > �0 y PARKING REQ'D: 20 SPACES 4 EVERGREEN TREES s h +"� \ (SEE NOTE #7) 6 ACES X5�.0 "� ` T 24"FL:52. 6 C Ir Q / \ 115• DRAINAGE EASEMENT IN FAVOR OF MCGUIRE ROAD E PARKING 1 <v /p �l y> ' X52.52 %ASSOCIATES, LLC PER VOL. 279 PG. 91 52.9 t Yr h E ' (/) ,<52 3 �' Ai Q FL: 51.90 F ,� ,' 3AFE w J� O 2� / Q� , \ xs ~52- '% t �729 00 y : 5 / �O - O / -� O RODENT ! EX. M�4P1 - 7' ► Z o o O 2 /. Q S v \ \ Ek\ FE i U ff �'Q�o, Q� �� \ \ IN\{ 50.79 SCREEN) Co 4n � v / X` EX -YD X50.69� o rn O� G / ,h �'J��O / \ 20'S24� R P �h EX. CB 1 , \ I r. ~ ^ al E . (COVERED) \\� INV:47.39t(IN) ` IUJ��lf Z iC' Sg I (�'' S / �3.06 \ - - ,,c,95s=v.5 d ~ TF:'UN t 26'o Ii/ �s•20 O <v �v �.' EMERGENCY TF:50.2� / I ~ , INV:UNAVAILABL ` INV:47.37I (OUT) I )g� r O 1 ^ / OQ INV:45.$2(IN) %~ - -52� p( GRAVEL DRIVE X51.32 53.3 1 �`- 7 O� / /O� CPILLWAY RUSHED I TWO 6" CONC. PI ES EX. DIRT`DRIVH } STONE INV:51.39` 53. /r /ryN \ 77 ELEV:52.95 ~ Ex. CB(COVERED) (COVERED) �a1•gQ, s2.1s , Ste, `- 17 EVERGREEN TREES J/3 (. �% IF: N/A VAILABLE \ \ 27 5. 717 ` (i�O / \ s # ) /�SEE NOTE 7 / "`"w\5 • '� / f SILT FENCE (TYP.) =51 17 -_ '� I + ` 1 / / N� ,l ACCESS I..� ' S? TATE OF CONNECTCUT �, _`�S�``� -�l MMA�' \ ROU O i �9� om sn.os rr ,1 IMPROVE TRAVEL ARKING �,+ A • 1 AREA(S) WITH COMPACT ` `.� / / ` 4 \ GRAVEL OR PROCESSED ! / AGGREGATE AS REQUIRED i r .... ` • 1 t \ LIMITS OF BERM• 53.29 .16 TOP ELEV: 53.90 % �' "�` � „� 9'X2C�CU�STOMER VEHICLE t ` I "�•� Y,53.30 ,SERVICE PARKING AREA t ` d3.23 13 jj CONSTRUCTION APRO�! (SEE DETAIL) - .: '� II ` 1 r � r K 1 r'� / CA /� � / _ �cJ - :n �� _S`.r ^ S4_ LLUt-IN U i �onj %�'' _ _ ' SILT FENCE/HAYBALES ��`O /��Nr 20� , .... %P MONUMENT TO BE SET __ m rVICTIAI(_ AdnNIIAAFNT �N 838VF�eV/�� X61,95 EXISTING SPOT GRADE y 2oo S9 f/co".�FSS�MeNT/ �J7 .0 o i XU1. s POT GRADE I 0' / © PROP.OSED S DE �Q 0� -•--330'� EXISTING CONTOUR I ,\` s� cC' e � oo j ��CV -� PROPOSED CONTOUR I •o QO `% EXISTING IRON PIN i " Zv • %% IRON PIN TO BE SET ===> ,DIRECTION OF SURFACE `w 1 / OW ER/APPLICANT OWNER/APPLICANT _ � r sNE 2 6 (#5 McGUIRE ROAD): (#67 McGUIRE ROAD). - 'RUNOFF � � McGUIR5 ROAD �A�S(SOICIATTE � LLC DBB MANAGEMENT, LLC Jr 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. KMI JAU TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. KMI 12882 BY RICHARD P. MARTEL LIC. No. GRAPHIC SCALE • 0 0 20 40 so ( IN FEET ) 1 inch = 40 ft. Tel. 860.291 • 8755 ea Fax 860 291 8757 U �IJ"0Offl (�1/r•►11i'"U LI5'1J PLAN esign , �1 wow essionals, inc.DESIGN. DRAWN.• JAU CHECKED.• RPM Fprof civil engineers •planners •surveyors on landscape architects • gis • gps w NO.: 1670 `DATE.• 10-6-05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO,: J08S1,'6i /1670A-JDWG N 111 G A- RR(1(\t! I AAIC SO H WINDSOP,, CT 06074 SOUTH WINDSOR, CT 06074 (860) 290-9516 (860) 290-9516 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET MCGUIRE ROAD A5500I4TES, L,L.0 AT 59 MCGUIREROAD & DBB MANAGEMENT, L.L,C, `� A T 67 MCGUIRE ROAD 5 SOUTH ��y V� INDS , CONNECTICUT � GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS & SPECIFICATIONS. 2. THE PROPOSED ENTRANCE DRIVE SHALL HAVE A 1.5" UP AT MCGUIRE RD. 3. CONTRACTOR SHALL DETAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 4. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 5. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 6. UNLESS OTHERWISE NOTED OR SPECIFIED, ALI ' TORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814," OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WiTH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT. DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS, 7. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. 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; NONPUTRESiBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI-SOUDS OR LIQUIDS. 8. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 9. 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. 10. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED WHERE NECESSARY TO PREVENT DUST BUILD UP. 11. PARCEL N/F UNDER THE CONTROL OF MCGUIRE ROAD ASSOCIATES, LLC & DBB MANAGEMENT, LLC., 12, PARCEL ZONE IS THE GENERAL COMMERCIAL (GC). SEDIMENTATION AND EROSION CONTROL NOTES., 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 SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WALL BE CONSTRUCTED IN ACCORDANCE WiTH THE `GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CON'-RVATION. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING T.'• 2" X 2" X 36" WOODEN STAKES PER BALE. 4. ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR WITHIN 24 HOURS OF A STORM EVENT. 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 TO SWEEP EXISTING ROADS AS REQUIRED. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POS 8. 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. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECIEVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90k / 10DO S.F. TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1.011 / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 14. THE CONTRACTOR SHALL SPRAY WATER AND APPLY TEMPORARY DUST CONTROL MEASURES AS NEUDED TO ACCOMPLISH CONTROL MECHANICAL SWEEPERS SHALL BE USED ON MCGUIRE ROAD WHERE NECESSARY TO PREVENT BUILD UP. CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRONS AS DEPICTED HEREON. THE CONTRACTOR SHALL COORDINATE WITH THE THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 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. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 8. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2006 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 20D6 Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm eater System and Infiltration/Detention basin. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm ev nts that could cause the deposition of excess debris in the system. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and or debris. The riprap shall be re -shaped and replenished as required. Pavement Sweeping: The pavement areas shall be swept at a minimum of once per year, in the spring shortly after the end of the snow season. Infiltration/Detention Water Quality Basin: The water quality basin shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the basins or swale shall be removed. Tl1e spillway shall also be inspected after any flow passes through it. The riprap shall be re -arranged and added to as required to maintain the design as per the design plans. Any erosion or other problems that may affect the proper operation of the water quality basin shall be repaired promptly. Existing Catch Basins and Yard Drains: The existing catch basins and yard drains are to be inspected and cleaned annually. 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL SEE SEDIMENT AND EROSION SHEET FOR PAVEMENT WIDTHS THRU STREET ANTI -TRACKING APRON 1. SET POSTS AND EXCAVATE A 6'x6" TRENCH UPSLOPE FROM POSTS. SILT FENCING 3. ATTACH FILTER FABRIC TO THE WOODEN POSTS AND EXTEND IT INTO THE TRENCH EDGE OF PAVEMENT 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. r'0KICT0I Ir710Nl nT7 CV1viTl••117TIr` FII TFP PARRIPP 11 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 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 2 2^•z7-oD FINAL PLANS/APPROVAL CONDITIONS KMI CONSTRUCTION. 3. THIS PLAN iS INVALID UNLESS IT BEARS THE 1 2-1-6 ADD PERVIOUS CONC. DETAIL JAU IMPRESSION SEAL AND ORIGINAL SIGNATURE ®j OF THE PROFES IONAI ENGINEER /c1 RVEYnR t Nn, I nATE DESCRIPTION BY Haybale Installation at Catch Basins 3.• I 'V4k/41U SERE RO kSS pRFS ENT Storm Sewer Structure Anchor with two 2"&'xV Stakes in each bale. BASE COURSE: 6" PROCESSED AGGREGATE LI=---WEARING SURFACE: 2 1/2" BITUMINOUS CONCRETE PLACED IN TWO LAYERS NOTE: THE MAIN DRIVE AND DRIVE TO LOADING DOCKS SHALL HAVE A 4" BITUMINOUS CONCRETE WEARING SURFACE PLACED IN TWO LAYERS AND AN 8" PROCESSED AGGREGATE. THE CONCRETE PAVEMENT SECTION SHALL HAVE 5" OF CONCRETE ON 8" PROCESSED AGGRETATE BASE. PAVEMENT CROSS SECTION N.T.S. BITUMINOUS CURB N.T.S. -Jr. r • SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL t Approved granular non -organic backftll - 12„ 0 1�' material placed and compacted in one �.1 foot (max.) lifts. Suitable backfill material "Ho-Pac" or 0 CO tamped per Metropolitan District O O Warning tape per Conn. General Statute specifications and as ordered by the engineer. Q ' section 16-345, as amended, placed 12" (min.) to 24' (max.) above the top of - •0 • O the pipe. 11 Bank Run Gravel fill placed and compacted 0 •0, Coarse gravel s- d or in 6" layers. No stone C< fine gravel suitable for larger than 1 1/2". backfill over pipe, Compacted In accordance Material shall meet 2' Min, with District Reauirements D.O.T. M.02.05 Metropolitan District Approved Filter Fabric Envelope (12' Min. overlap) 3/4" Crushed stone bedding moteriol in rock excavation or as directed by the engineer. The material shall meet D.O.T. M,01.01.21 for 3/4" stone. Backfill to centerline of pipe when using Polyethylene or A.B.S. pipe. -3/4" Crushed Stone to Top of Pipe TYPICAL SANIIARY SEWED, (Utilizing filter fabric envelope of PVC -pipe) PIPE TRENCH SECTION N. I.S. -BUF AHD -SEAL' JOINT WITH TACK COAT M 04.01 V OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE < OR MATCH EXISTING, IF GREATER) M 04 6' <COMPACTED) PROCESSED TRAPROCK BASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL> M.02- GRADE, B <OR PROCESSED TRAPROCK) NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE PERVIOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE Tel. 860.291 • 8755 Fax 860.291.8757 ?esign i Tfesslo, also, ne. engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 6' PERVIOUS CONCRETE <OR APPROVED EQUAL> MIN. GRAVEL BASE LI TQL"" DES/GN,• PRD DRA W. ✓AU I Ct-IECKE& R7PM!:j ✓oB NO.: 1670 IDA TIE- 10/6/05 nRAW/NG NO.: ✓OBS,11670-details DWG CROSS/ -COUNTRY OWNER/APPLICANT OWNER/APPLICANT (#59 MCGUIRE ROAD): (#67 MCGUIRE ROAD): MCGUIRE ROAD ASSOCIATES, LLC DBB MANAGEMENT, LLC 111 FARM BROOK LANE 111 FARM BROOK LANE SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 (860) 290-9516 (860) 290-9516 PREPARED FOR: MCGUIRE ROAD ASSOCIATES, L.L. C, AT 59 McGUIREROAD & DBB 14ANAGEMENT. L.L.C. A T 67 MCGUIRE ROAD SHEET 5 5 RAILING STYLE TBD inu�vuninuiu�inuunuuni fY Y \\0\ �IIIIIIIIIIIIIllll111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 i------- r-------------+ 1111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllll11111111�� ; ,� I i I I i +-------------------------------------------------------t-,� -------------------------------------------------------�, EAST ELEVATION SCALE: 1/4" = I'-O" SOUTH ELEVATION SCALE: 1/4" = 1'-0" 2ND FLOOR CLG. LINE 2ND FLOOR IST FLOOR CLG. LINE IST FLOOR IDLE VENT ------- ` � � ; ��IIIIIIIIIIIIhYVhWhWt1NV� I I -------------------+� \" -------------------- WEST ELEVATION SCALE: 1/4" = 1'-0" 12 2ND FLOOR CLG. LINE 2ND FLOOR IST FLOOR it VINYL SIDING -v J�l i VERTICAL STANDING SEAM METAL SIDING RACE WALL PANEL IST FLOOR IIII Ilil IN II 11 11 Iii I 111111111111111111111111111 1111111111111111111111111111111111111111111111111II111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllll111111 +------------------------------------------------------------�; NJir)lPTW 1=1 ;=\/ATlnkl % V 1� 1 1 1 i� i� � 1 Y f--t I 1 a/ IX SCALE: 1/4" = 1'-0" NOTE: IYI,IV�hVhhVhhV(III�(III�IIIIIIIIlllt1111 rO. THE BUILDING CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS AND STRUCTURAL ELEMENTS INCLUDING BEAM SIZES, LALLY COLUMN PLACEMENT AND SPACING ETC. BEFORE BEGINNING, CONSTRUCTION. ALL CONSTRUCTION TO BE PERFORMED IN STRICT COMPLIANCE OF ALL NATIONAL STATE ANS LOCAL BUILDING CODES. -7 EL E VA TION PLANS DATE: MARCH I-4, 2019 SCALE: AS NOTED DRAWN BY: B. YOUNG f�ATA QFF• R4l�G REVISIONS: DATE: o � L --j o o r � o qu qu O Lv �l x I 4° U-) I FIRST FLOOR SECOND FLOOR TOTAL SHEET NO. NOTE: IT IS THE RESPONSIBILITY OG THE BUILDER TO REVIEW ALL CONSTRUCTION DOCUMENTS FOR ACCURACY AND COMPLETENESS AND REPORT ANY CHANGES THAT MUST BE MADE TO THE FINAL PLANS BEFORE CONSTRUCTION. THE ACCURACY OF THESE PLANS ARE THE SOLE RESPONSIBILITY OF THE BUILDING: CONTRACTOR. �I Governing Building Codes Ail construction shall comply with the: 2015 International Residential Code All construction shall comply with the: 2018 Connecticut State Building Code I. All products listed by ICC/N.E.R. number(s) shall be installed per the report and manufacturer's written instructions. Product substitution(s) for products(s) listed shall also have an ,CC approved evaluation report(s) or be approved. 2. Exterior wall bottom sill plate, shall be pressure treated or equal, and shall bear/extend minimum 6 inches above finished grade. 3. Miscellaneous site structures, pools, spas, fences, site walls, retaining walls, and gas storage tanks require separate pemits. 4. All exits to be operatable from the inside without the use of a keg or special knowledge. S. Doors leading into house from garage shall be self -closing. 6. Exterior wall penetrations bg pipes, ducts or conduits shall be caulked, -I, Provide roof attic ventilation per ( R806.1) 8. Lumber shall bear an approval grading stamp. (R502.1) 9. Fire blocking shall complg with (R602.8) and be maximum ]Oft. O.C. horizontal or vertical. 10. Floor -ceiling assemblies with a concealed space in excess of 1000 square feel shall have draft stops installed that divide the concealed space into approximatelg equal areas. Draft -stopping material shall complg with (R502.12) II. Ggpsum board applied to a ceiling shall be 1/2" when framing members are 16" o.c. or 5/8" when framing members are 24" o.c. or use labeled sag -resistant gypsum ceiling board. Table R*102.1.3 (d). 12. R314.1 Smoke Detection and notifications. All smoke detectors shal be listed and labeled in accordance with UL 21-1 and installed iin accordance with the rovisions of this code and the household fire warning equipment provisions of NFPA �2 13. R315.1 Carbon monoxide alarms. For new construction, an approved carbon monoxide alarm shall be installed outside of each separated sleeping area in the immediate vicinitg of the bedrooms in dwelling units within which fuel -fired appliances are installed and in dwelling units that have attached garages. 14, N1102A.I.2.. Blower Door Testing. 15. Register, diffusers and grilles shall be mechanicallg fastened to rigid supports or structural members on at least two opposite sides in addition to being connected to the ductwork theg serve. 16. Fixtures located in damp or wet locations shall be "listed" to be suitable for such location. _______________________ ___ �I II it n it TRU ROOF DESIGN BY MANUFACTURE f� ---------------- ROOD PLAN SCALE: 1/8" = 1'-0" 11ll NI'lillll111IIII DECK DETAIL NOT TO SCALE TABLE R301.20) CLIMATIC AND GEOGRAPHIC DESiGN CRITERIA 12 6F-, R 2-2X6 PLATE 0 I 2X6 P.T. SILL PLATE W/SEALER 1/2" DiA ANCHOR BOLT S 6'-0" O.C. - 12" FROM CORNERS - -I" DEEP I� 11. Provide GFCI protection for receptacles at within Eft. of all lavatories, sinks and basins. 18. Provide GFCI protected recepticales at all exterior, bathroom and garage locations. 19. Provide a wall mouted GFCi protected recepticale outlet within 36" of a bathroom or powder room lavatory. 20. All circuits suppling recepticale outlets in all 15 and 20amp branch circuits shall be AFCi protected. 21. Recepticale outlets shall be installed so that no point along the floor line in a wall space is more., than 0t., measured horizonallg, from an outlets in that space, including any wall space 2 feet or more in width. 22, Bathroom receptacle outlets shall be supplied bg at least one 20-ampere branch circuit. Such circuits shall have no other outlets. 23. Provide a seperate 20-ampere branch circuit to the laundry. 24. Provide a minimum of two 20-amp small appliance branch circuits for kitchen/dining/breakfast. 25. The two or more 20-ampere small appliance branch circuits shall have no other outlets, except the recepticale installed solelgfor electric supply to an electrical clock on the kitchen/ding/breakfast areas or receptacle for supplemental equipment and lighting for gas -fired ranges, ovens or counter -mounted units. 26. Receptacle outlets for ranges and clothes dryers shall be a 3-pole with a ground type. Four -wire, grounded -type flexible cords will be required for connection of ranges and cothed dryers. The bonding Jumper shall not be connected between the neutral terminal and the frame of the appliance. 21, Provide a concrete encased grounding electrode of not less than 20 feet of 44 bare copper (220 ampere service). 28. Provide bonding to the water piping, gas and metal building systems. (minimum #4 for 200-amp service). 29. All metal piping systems, metal parts of electrical equipment, and pump motors associated with the hydro massage tub shall be bonded together using a copper bonding jumper, insulated, covered, or bare, not smaller than No.8 solid. Metal parts of listed equipment incorporating an approved system of double insulation and proving a means for grounding interal non -accessible, non -current -carrying metal parts shal not be bonded. 30. ALL EXPOSED LUMBER TO BE PRESSURE TREATED GRADED SPECIES. 31. ALL BUILDING LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER 32. ROOF POSTS TO BE PLACED AS NECESSARY TO SUPPORT LENGTHY MEMBERS. 33. Headers: all exterior openings to be 2-2XIO'S unless otherswise noted. interior headers to be 2-2x8's unless otherwise noted 34, All cantilevers need to be blocked. 35. Ice barrier is required to extend from the lowest edges of all roof surfaces to a point of least 24" inside the exterior wall line of the building per IRC 905.1.2 measured horizontallg. 36. Radon mitigation prep is required. Section AF103, 31. Per R311.18, continuous handrail is requiredon at least one side of the basement, first floor and second floor also P.T. Wood deck stairs. RIDGE VENT TRUSS DESIGN BY MANUFACTURE 1/2" ZiP SYSTEM SHEATHING #15 ROOFING FELT ARCHITECTURAL SHINGLES 2-2X4 PLATE 2X4 STUD WALL s' 16" O.C. 5/8" TYPE "X" FIREROCK 2X4 P.T. SOLE PLATE 24"X12" CONTINUOUS FOOTING CROSS SECTION SCALE: 1/4" = 1'-0" GROUND DAD WIND DESIGN SEISMIC CATEGORY SUBJECT TO DAMAGE FROM WINTER DTEMP ICE BARRIER NDERLAYMENT REQUIRED FLOOD HAZARD AIR FREEZING INDEX ANNUAL TEMP CZONEE SfPMEh,D TOPOGRAPHIC WEATHERING FROST LINE DEPTH TERMITE 40 psf 100 B SEVERE 42" DEPTH MODERATE I DEG YES 1,500 50 DEG 5A TO HEAVY LOCALLY OR F LEss H-CLIP FIRE BLOCKING 2 ROWS OF ICE S. WATER SHIELD 8" FACIA CONTINUOUS VENTED SOFFIT 2X6 STUD WALL s' 16" O.C. R-21 INSULATION 0, ZIP SYSTEM SHEATHING HOUSE WRAP VINYL SIDING co cn 2" Governing Building Codes All construction shall comply with the: 2015 International Residential Code I. All framing lumber shall be douglas fir of the following grades. 2x4 studs - standard or better Joists/Beams/2x6 studs - no.2 or better #2 D.F. base -value FB 815 E=1,600,000 2. Approved natualllg durable or pressur-preservativellg treated wood shall be used for those portions of wood members that form to structural supports of building, balconies, porches or simular permanent building appurtenances when such members are exposed to the weather without adequate proptection from a roof, eave overhang or other covering that would prevent moisture or water accumilation on the surface or at joints between members such member shall include A. Horizontal menbers such as girders, joists, and decking B. Vertical members such as posts, poles and columns C. Both horizontal and vertical members 3. All nails shall be hot -dipped gale. where exposed to weather. 4. Double joists under all partitions. 5. There shall be no nailing into end grain end connectors shall be made W/ 16 GA. gale, mtl. connectors, joist hangers, Etc.. 6. All footing to rest on undisturbed soil of min. 2500 PSF bearing capacitg. 1. All fill to be compacted in lagers of not more than 8". 8. Compact to 95% optimim. 9. All concrete to be min. 3000 P.S.I. a 28 dags expept as noted 10. All parts of foundation walls below grade but above the level of the lower floor shall be dampproofed on the outside W/ at least one lager coat of asphalt paint. II. Design Live Loads 8" SONOTUBE Living Area Loads 40 PSF Sleeping Area Load 30 PSF Roof Load 30 PSF Deck Load 40 PSF Exterior Balcong Load 60 PSF 30'-4" OF I I I I I Ill I I I I I 701 I I I _ I I � I I I I I � I �l�--------------------------- I 1 I _0" 1 15'- I I I I 1 I i i I I i N i o I I I I I I I - a- I I I i I I i I I L- - - - - - - - - - - - - - o r r - - -- 1 2'-10 " 1 1 I I i i i i i i I L - - - J I I i i i i I I I I I I 1 i'-O" I I I I I 1 uNEXCAVAT�E) 1 I I i i i i I I I L _ I - I I I I �I �-L---------- �-- - - - -JI II -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 30'-4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" r I m NNE o a z0 W N S m Q X U 0 Q O 0 � 0 � N z z� J Z z 0 W u o F w O U n, N FOUND,A TION FL A N CFOSS SECTION GENERAL NOTES DATE: MARCH 14, 2019 SCALE: AS NOTED DRAWN BY: B. YOUNG DATA REF: 8406 REVISIONS: DATE: FIRST FLOOR SECOND FLOOR TOTAL SHEET NO. A2 A A2 I OD m v- I r- I Al N tt- O O m JR, N v- O m 'In,_A" 302-2 8„ 30�f -2 3,_2,. 302-3 SFB SFB 4 _2„ 91-211 11,_2" _ _1O„ SECOND FLOOR PLAN I N O N m tr- N m I N O m r- I %n O I 00 SILL <r N N I 'V- 30' -4" 2-2X8 BEAMS --------- ------------------- FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 13race Wall Line BraCG Wall Fdnel 8001b Tie —down U Q C '0 C0 Q g U c ca 2 FIRS T � SECOND FL OOI� FL 14 N DATE: MARCH 1 t, 2019 SCALE: AS NOTED DRAWN BY: B. rouNG DATA REF; 8406 REVISIONS: DATE: � o qu U v :�3 X o .L o � � �- o � o FIRST FLOOR SECOND FLOOR TOTAL SHEET NO. Al ho TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER& b. SPACING OF FASTENERS Roof 1 Blocking between joists or rafters to top plate, toe nail 3-8d (2 1/2" x 0.113") - 2 Ceiling joists to plate, toe nail 3-8d (2 1/2"x 0.113") - 3 Ceiling foists not attached to parallel rafter, laps over partitions, face nail 3-10d - 4 Collar tie rafter, face nail or 11/4" x 20 gage ridge strap 3-10d (3" x 0.128") - 5 Rafter to plate, toe nail 2-16d (3 1/21' x 0.135") - 6 Roof rafters to ridge, valley or hip rafters: 4-16d (3 1/2" x 0.135") - toe nail face nail 3-16d (3 1/2" x 0.135") - Wall 7 Built-up corner studs 10d (3" x 0.128") 24" D.C. 8 Built-up header, two pieces with 1/2" spacer 16d (3 1/2" x 0.135") 16" o.c. along each edge 9 Continued header, two pieces 16d (3 1/2" x 0.135") 16" D.C. along each edge 10 Continuous header to stud_ top nail 4-8d (2 1/2" x 0,113") - 11 Double studs, face nail 10d (3" x 0.1287) 24" o.c. 12 Double top plates, face nail 10d (3" x 0.128") 24" o.c. 13 Double top plates, minimum 24-inch offset of end joints, 8-16d (3 1/2"x 0.135") - face nail in lapped area 14 Sole plate to ioist or blocking, face nail 16d (3 1/2" x 0,135") 16" o.c. 15 Sole plate to joist or blocking at braced wall panels 3-16d (3 1/2" x 0.135") 16" D.C. 16 Stud to sole plate, toe nail 3-8d (2 1/2" x 0.113") or - 2-16d 3 1/2" x 0.135") - 17 Top or sole plate to stud, end nail 2-16d (3 1/2" x 0.135") - 18 Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") - 19 1" brace to each stud and plate, face nail 2-8d (2 1/2" x 0.113") 2 staples 13/4" - 20 1" x 6" sheathing to each bearing, face nail 2-8d (2 1/2" x 0.113") 2 staples 13/4" - 21 1" x 8" sheathing to each bearing, face nail 2-8d (2 1/2" x 0.113") 3 staples 13/4" - 22 Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (2 1/2" x 0.113") 4 staples 13/4" - Floor 23 Joist to sill or girder, toe nail 3-8d (2 1/2" x 0.113") - 24 1" x 6" subfloor or less to each ioist, face nail 2-8d (2 1/2" x 0.113") 2 staples 13/4" - 25 2" subfloor to ioist or girder, blind and face nail 2-16d (3 1/2" x 0.135") - 26 Rim joist to top plate, toe nail (roof applications also) 8d (2 1/2" x 0.113") 6" D.C. 27 2" planks (plank &beam - floor & roof) 2-16d (3 1/2" x 0.135") at each bearing 28 Built-up girders and beams, 2-inch lumber layers 10d (3" x 0.128") Nail each layer as follows: 32" D.C. at top and bottom and staggered. . Two nails at ends and at each splice I PdnPr Orin -,unnnrtinri inictc nr raffPrc 3-16d (3 119" x 0.135") At Parh inist nr rafter ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERb c e SPACING OF FASTENERS Edges Intermediate supportsc, e If IGtIeS I It1GIleS Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing 30 3/8" -1/2" 6d common 2"4.113" nail subfloor wall 6 12 8d common 2 1/2"4.131" nail roof f 31 19/32" - 1" 8d common nail 2 1/2"4.131" 6 12 32 1 1/8" -1 1/4 " 10d common 3"x0.148" nail or 6 12 8d 21/2"x0.131" deformed nail Other wall sheathing h 33 1/2" structural cellulosic fiberboard sheathing 11/2" galvanized roofing nail 7/16" crown or 1" 3 6 crown staple 16 ga., 1 1/4" long 34 25/32" structural cellulosic fiberboard sheathing 1 3/4 " galvanized roofing nail 7/16" crown or 1" 3 6 crown staple 16 ga., 1 1/2" Ion 35 1/2" gypsum sheathing d 1 1/2 " galvanized roofing nail; staple galvanized, 7 7 1 1/2" long; 1 1/4" screws Type W or S 36 5/8" gypsum sheathin d 1 3/4" glavanized roofing nail; staple galvanized, 7 7 1 5/8" Ion D 1 5/8" screws Type W or S Wood structural panels, combination subfloor underla ment to framing 37 3/4" and less 6d deformed 2" x 0.120" nail or 6 12 8d common 2 1/2" x 0.131" nail 38 7/8 "- 1" 8d common (2 1/2" x 0.131") nail or 6 12 8d deformed (2 1/2" x 0.120") nail ._ /1 .. 1% .-_: A /1 8d deformed (2 1/2" x 0.120") nail 8d NAILS AT n C Ty P AT INTFRInr? 8d NAILS AT 4" O.C. 3/4" FROM PANEL EDGE 1/2" PLYWOOD TYP. DBL ROW 8d NAILS AT 6" O.C. 1/2" FROM PANEL EDGE TYFICAL SHEAR WALL NAILING DETAIL NOT TO SCALE TRUSS ROOF BY MANUFACTURE i/2" ZIP SYSTEM SHEATHING 915 ROOFING FELT / ARCHITECTURAL SHINGLES / FIRE BLOCKING R-491NSULATION H-CLIP 2 ROWS OF ICE t WATER SHIELD 8° FACIA 24" SUSPENDED CEILING VENTED 2X6 STUD WALL 9 14" O.C. R-21 INSULATION 1 10 ZIP SYSTEM SHEATHING HOUSE WRAP VINYL SIDING EAVE DETAIL NOT TO SCALE 1/2" S 3/4" l 1/2" S 2- 2X6 STUD WALL a 1611 O.C. HOUSE WRAP VINYL SIDING _STA21 ON PANELED WALLS DNLY - 32" O.C.) R-21 INSULATION FLOOR/WALL DETAIL N.T.S. CONTINUOUS METAL RIDGE W/LOUVERS ON UNDERSIDE OR EQUIV. NAIL OR SCREW RIDGE TO ROOFING ROOFING SHEATHING AFTER KEEP SHEATHING I IN. --BRIDGE BOARD TO 1 1/2 IN. FROM RIDGE BOARD TO ALLOW FREE AIR PASSAGE RIDGE VENT N.T.S. 2X4 STUD WALL a 16" O.C. 1/2" SHEATHING HOUSE WRAP VINYL SIDING #4 RE -BAR 12" FROM TOP #4 RE -BAR 12" FROM BOTTOM 2X4 KEYWAY- N C i�A WALL N.T.S. I 2X4 P.T. SILL PLATE W/SEALER 1/2" DIA. ANCHOR BOLT 9 6'-O" O.C. - 7" DEEP u L4" CONC SLAB OVER 4" COMPACT GRAVEL >e / 18° DE T�4L w w z O z z z z U �- O LU p Q O 1 - � a o m Lu fn tp U O w N m w O Q O z O p_ Q z z Q Lu LLi U 0 Q � 0 w O � U 0 % ZD co 0 f-.: -a C1 tY1 e rn DETAILS $ SCI-IEDULE DATE: SCALE: AS NOTED DRAWN BY: �. Youn�G DATA REF: REVISIONS: DATE: I I FIRST FLOOR SECOND FLOOR TOTAL SHEET NO. N v- RAILING STYLE i t---------------------+ r-------------r I I1111111111111111111111111111111111111111111111111111AlIII AIM 1111;II.AIM II\IIII M[kiIII M III III III III iiiiiiliii11111111it, � I I i + — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------F FI T— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N / EAST ELEVATION SCALE: 1/4" = 1'-0" I I ------------------------------------------------------------* I 4 T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _NORTH ELEVATION SCALE: 1/4" = 1'-0" 2ND FLOOR CLG. LINE 2ND FLOOR IST FLOOR CLG. LINE IST FLOOR I 11 I IIIIIIII11111 I I III111111111111 I Ijl Ijl Ijl Ijl III III III III III III III III III III III III I`II III III III I J L-7 J ii A lu Q o N2 z U U v Q RIDGE VENT Q � Q 11.I t7 a a- u N tt1 UJ z 0 w O z ARCHITECTURAL SHINGLES U ® Z z z w o U I \ / I \/ E-1 I g I /\ I / \ / \ I / \ --VINYL SIDING! ----- \ u u u u u u u------_t Elm I \ / � I X IIIIIIlII11IlIIlII1111111111111111I11111111111111111111111111II1111111111111II1111111111111111111111Ii11111111111111111111111111111111111I11111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIl1I��// /� \\ a+--------------------------------------------------------- ------- `�. I %nnunnunh�►r� � I I � I I � I *----------------------------------------- +4 I UJEtST ELEVATION SCALE: 1/4" = 1'-0" 2ND FLOOR CLG. LINE 2ND FLOOR IST FLOOR CLG. LINE VINYL SIDING 4" CORNER (TYP) IST FLOOR 1111111111111111111fit III 11ft1 n, rl, r I I N I I °a- I I a4. ...I. {. I T_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T r ■■ ■�■■ NINE son M� �'■ MINNIE r ■ No' I i♦ ■ on long lossKIM 6 MEN MEMO MEMO son I. SOUTH ELEVATION SCALE: 114" = 1'-0" NOTE: /...I, ,1) `` ��re- ���� t V; � VERTICALYSAN'DiNG SEAM METIDING -BRACE WALL PANEL THE BUILDING CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS AND STRUCTURAL ELEMENTS INCLUDING BEAM SIZES, LALLY COLUMN PLACEMENT AND SPACING ETC. BEFORE BEGINNING CONSTRUCTION. ALL CONSTRUCTION TO BE PERFORMED IN STRICT COMPLIANCE OF ALL NATIONAL STATE ANS LOCAL BUILDING CODES. NOTE: EL E VA T/ONS FLAN DATE: MARCH 14, 2019 SCALE: AS NOTED DRAWN BY: B. r0l INO DATA REF: B-406 REVISIONS: DATE: O O 1 n � �' X OLLJ O Q�— I L v J FIRST FLOOR SECOND FLOOR TOTAL SHEET NO. 1 n IT IS THE RESPONSIBILITY OG THE BUILDER TO REVIEW ALL CONSTRUCTION DOCUMENTS FOR ACCURACY AND COMPLETENESS AND REPORT ANY CHANGES THAT MUST BE MADE TO THE FINAL PLANS BEFORE CONSTRUCTION. THE ACCURACY OF THESE PLANS ARE THE SOLE RESPONSIBILITY OF THE BUILDING CONTRACTOR. al Governing Building Codes All construction shall comply with the: 2015 International residential Code All construction shall comply with the: 2018 Connecticut State Building Code I. All products listed byy iCC/N.E.R. number(s) shall be installed per the report and manufacturer's written instructions. Product substitutfon(s) for products(s) listed shall also have an ICC approved evaluation report(s) or be approved. 2. Exterior wall bottom sill plate, shall be pressure treated or equal, and shall bear/extend minimum 6 inches above finished grade. 3. Miscellaneous site structures, pools, spas, fences, site walls, retaining walls, and gas storage tanks require separate pemits. 4. All exits to be operatable from the inside without the use of a key or special knowledge. S. Doors leading into house from garage shall be self -closing. 6. Exterior wall penetrations by pipes, ducts or conduits shall be caulked, -i, Provide roof attic ventilation per ( R806.1) 8. Lumber shall bear an approval grading stamp. (R502.1) 9. Fire blocking shall comply with (R602.8) and be maximum ]Oft. O.C. horizontal or vertical. 10. Floor -ceiling assemblies with a concealed space in excess of 1000 square feel shall have draft stops installed that divide the concealed space into approximately equal areas. Draft -stopping material shall comply with (R502.12) 11. Gypsum board applied to a ceiling shall be 1/2" when framing members are 16" o.c. or 5/8" when framing members are 24" o.c. or use labeled sag -resistant gypsum ceiling board. Table R102.1.3 (d). 12. R314.1 Smoke Detection and notifications. All smoke detectors shal be listed and labeled in accordance with UL 211 and installed fin accordance with the rovisions of this code and the household fire warning equipment provisions of NFPA 12 13. R315.1 Carbon monoxide alarms. For new construction, an approved carbon monoxide alarm shall be installed outside of each separated sleeping area in the immediate vicinity of the bedrooms in dwelling units within which fuel -fired abbliances are installed and in dwellina units that have attached aaraaes. 14. N1102.4.1.2.. Blower Door Testing. 15. Register, diffusers and grilles shall be mechanically fastened to rigid supports or structural members on at least two opposite sides in addition to being connected to the ductwork they serve. 16. Fixtures located in damp or wet locations shall be "listed" to be suitable for such location. i---------------------------------------------------------,� Ir-----------------------,-------------------------------_II I I i I I I II I I I I I I II II I I I I I I I I II V II II II II II II II II TRU&t ROOF DESIGN BY (MANUFACTURE r, I I II i !I I J I I I C, I I I I I I� II I I I I I I JI I I I II II II II it ,_______________,I �I II II I, ��-----------------------'I �I II �I II �I II I I I I V I I � I I � I1 � I1 I I I II I I I�------ ----� n r-------------------- SCALE: 1/8" = 1'-0" 3/s" HDG lag screw with HDG washer or SDWH Timber -Hex HDG screw (shown) into top plate, studs. or header (6) SD # x 1'/z" �1 9 screws (shown) or (8) 1 Od x 1'/2" nails '- DTT1 Z 3" min. thread penetration DECK DETAIL MOT TO SCALE TABLE R301,20) CLiMATiC AND GEOGRAPHIC DESiGN CRITERiA IiVIC I`ICI�A - 1 LJ>=GI- MA ]I. Provide GFCI protection for receptacles at within 6ft. of all lavatories, sinks and basins. Is. Provide GFCI protected recepticales at all exterior, bathroom and garage locations. 19. Provide a wall mouted GPCI protected recepticale outlet within 36" of a bathroom or powder room lavatory. 20. All circuits suppling recepticale outlets in all 15 and 20amp branch circuits shall be AFCI protected. 21. Recepticale outlets shall be installed so that no point along the floor line in a wall space is more than 6ft., measured horizonally, from an outlets in that space, including any wall space 2 feet or more in width. 22. Bathroom receptacle outlets shall be supplied by at least one 20-ampere branch circuit. Such circuits shall have no other outlets. 23. Provide a separate 20-ampere branch circuit to the laundry. 24. Provide a minimum of two 20-amp small appliance branch circuits for kitchen/dining/breakfast. 25. The two or more 20-ampere small appliance branch circuits shall have no other outlets, except the recepticale installed solelyfor electric supply to an electrical clock on the kitchen/ding/breakfast areas or receptacle for supplemental equipment and lighting for gas -fired ranges, ovens or counter -mounted units. ni n_ _t_ .I_ P_ �J _I_a L. J_ -L-11 L,. Q_ -I- .rL ,�.J 4 = �...I_,4_+ L6. `-- tacle outlet- P-- ranges and GIot"Wb UI'yers 5I1QIl UC a 9-pVIC U`16rl a r vurlu 6 pe. 1 our -wire, gr w"T1ucu I.ypc flexible cords will be required for connection of ranges and cothed dryers. The bonding Jumper shall not be connected between the neutral terminal and the frame of the appliance. 21. Provide a concrete encased grounding electrode of not less than 20 feet of #4 bare copper (220 ampere service). 28. Provide bonding to the water piping, gas and metal building systems. (minimum #4 for 200-amp service). 29. All metal piping systems, metal parts of electrical equipment, and pump motors associated with the hydro massage tub shall be bonded together using a copper bonding Jumper, insulated, covered, or bare, not smaller than No.8 solid. Metal parts of hated equipment incorporating an approved system of double insulation and proving a means for grounding interal non -accessible, non -current -carrying metal parts shal not be bonded. 30. ALL EXPOSED LUMBER TO BE PRESSURE TREATED GRADED SPECIES. 31. ALL BUILDING LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER 32. ROOF POSTS TO BE PLACED AS NECESSARY TO SUPPORT LENGTHY MEMBERS. 33. Headers: all exterior openings to be 2-2xIO's unless otherswise noted. Interior headers to be 2-2x8's unless otherwise noted 34. All cantilevers need to be blocked. 35, Ice barrier is required to extend from the lowest edges of all roof surfaces to a point of least 24" inside the exterior wall line of the building per IRC 905.1.2 measured horizontally. 34. Radon mitigation prep is required. Section AF103. 31. Per R311.1.8, continuous handrail is requiredon at least one side of the basement, first floor and second floor also P.T. Wood deck stairs. RIDGE VENT TRUSS DESIGN BY MANUFACTURE 1/2" ZIP SYSTEM SHEATHING #15 ROOFING FELT ARCHITECTURAL SHINGLES C.Ii KVOO J�C..�I I V IN SCALE: 1/4" = i'-0" GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DE81 N TEM� ICE BARRIER NDERLAYMENT REQUIRED FLOOD HAZARD AIR FREEZMG INDEX MEAN ANNUAL CLIMATE ZONE SPEED I 70pOp�q PHIC E}'FECTB WEATHERING FROST LINE DEPTH TERMITE 40 100 B SEVERE 42- DEPTH I DEG YES BDLOCAL 1,50O 50 DEG 5A psf MOD HEAVY R LESS H-CLIP FIRE BLOCKING 2 ROWS OF iCE t WATER SHIELD 8" FACIA CONTINUOUS VENTED SOFFIT 2X6 STUD WALL is 16" O.C- R-21 INSULATION 1 16" ZIP SYSTEM SHEATHING HOUSE WRAP VINYL SIDING GoverningBuilding Codes All construction shall comply with the: 2015 International Residential Code I. All framing lumber shall be douglas fir of the following grades. 2x4 studs - standard or better Joists/Beams/2x6 studs - no.2 or better 42 D.F. base -value FB 8?5 E=1,600,000 2. Approved natuallly durable or pressur- pre servativellg treated wood shall be used for those portions of wood members that form to structural supports of building, balconies, porches or simular permanent building appurtenances when such members are exposed to the weather without adequate proptection from a roof, eave overhang or other covering that would prevent moisture or water accumilation on the surface or at Joints between members such member shall include A. Horizontal menbers such as girders, Joists, and decking B. Vertical members such as posts, poles and columns C. Both horizontal and vertical members 3. All nails shall be hot -dipped galv. where exposed to weather. 4. Double Joists under all partitions. S. There shall be no nailing into end grain end connectors shall be made W/ 16 GA. gaiv, mtl. connectors, Joist hangers, Etc.. 6. All footing to rest on undisturbed soil of min. 2500 PSF bearing capacity. 1. All fill to be compacted in layers of not more than 8". 8. Compact to 95% optimim. 9. All concrete to be min. 3000 P.S.I. 9 28 days except as noted 10. All parts of foundation walls below grade but above the level of the lower floor shall be dambbroofed on the outside W/ at least one lacer coat of asphalt paint. II. Design Live Loads Living Area Loads 40 PSF Sleeping Area Load 30 PSF Roof Load 30 PSF Deck Load 40 PSF Exterior Balcony Load 60 PSF 51-$" /9 5'-911 51_811 �'-L" S'-911 211 r It r211 a ® Ok -----------------------------------/�- r 1C°y I I I I t POST BASE ON I 8" SONOTUBE I I I I I I I I I I I I I I I I I I I I I I I I I I �I!---------.- - - - - r-- - - - - -- i r -- - - - - - - - -- - --� I I 101-911-O" I 151_ 11 40 I I I 1 I I I 6'-911 b1I I I I I I I I IL--------------- I ' o' I I 1 I I I I I I I I I I I I A1_ooff III- 2'-10" I I I I I I ( I I I I I I I I I L---J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 21_511 i21_0" i 11'-21, 17-0" 1. 1O1_'y 11 I I I I I I I I I I I I I I a - I I I I I i i 6- I I cv I I UNEXCAVAT�_D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L SCALE: 1/4" = 1'-0" 30'-411 I I I I r I BO m 0 Cr a- o � z Q � � y Cr X � �- OD u 0 U z W i' O l rz U N FOUNDA T/ON FLA N CROSS SECT/ON GENERAL NOTES DATE: MARCH 14, 2019 SCALE: AS NOTED DRAWN BY: B. YOUNG DATA REF: 8406 REVISIONS: DATE: Z Z 4-J � � O O m� co � � � O D/ Zo _ J v rn X � O � O FIRST FLOOR SECOND FLOOR TOTAL SHEET NO. A2 'v I 0o v- I r N v- O O M N a- O alslar's 3042-2 304 -2 3'-2,, 304 -3 SPB SFB 4_291_2t' 111_211 _ 51-1011 SECOND FLOOR PLAN SCALE: 114" = 1'-0" IT N <r O Y m v- N A O m rr- in u I 00 O 00 �Im tr N O m I N v- Al v- O 1 2-2X8 _BEAMS_ I (I I I I 0 4X4 POST (I I I I H N I I I I , NZp N I L=_= o - r 2-2X8'S i e mI x I Q,-nN -'1 n A In FIRST FLOOR PLAID SCALE: 114" = 1'-0" Brace Wall Line Brace Wall Panel 8001b Tie —down z Cr �7 N O Wn O zU U na- Q in .� vI N Ul (� (r U 0 Q x O U ,. `7 m W O }— N w w O z ro U U a u — � J g � ci � z U O ; fa o w U uc N FIRST $ SECOND FLOOR FLAN DATE: MARCH 14, 2019 SCALE: AS NOTED DRAWN BY: B_ YOUNG DATA REF: 8406 REVISIONS: DATE: 65 X LL I —� -+j O L O U� FIRST FLOOR SECOND FLOOR TOTAL A3 TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER& b. c SPACING OF FASTENERS 1 Blocking between joists or rafters to top plate, toe nail 3-8d (2 1/2" x 0.113") - 2 Ceiling joists to plate, toe nail 3-8d (2 1/2"x 0.113") - 3 Ceiling joists not attached to parallel rafter, laps over partitions, face nail 3-10d - 4 Collar tie rafter, face nail or 11/4" x 20 gage ridge strap 3-10d (3" x 0.128") - 5 Rafter to plate, toe nail 2-16d (3 1/2" x 0.135") - 6 Roof rafters to ridge, valley or hip rafters: 4-16d (3 1/2" x 0.135") - toe nail face nail 3-16d (3 1/2" x 0.135") - Wall 7 Built-up comer studs 10d (3" x 0.128") 24" o.c. 8 Built-up header, two pieces with 1/2" spacer 16d (3 1/2" x 0.135") 16" D.C. along each edge 9 Continued header, two pieces 16d (3 1/2" x 0.135") 16" o.c. along each edge 10 Continuous header to stud, toe nail 4-8d (2 1/2" x 0.113") - 11 Double studs, face nail 10d (3" x 0.128") 24" D.C. 12 Double top plates, face nail 10d (3" x 0.128") 24" D.C. 13 Double top plates, minimum 24-inch offset of end joints, 8-16d (31/2"x 0.135") - face nail in lapped area 14 Sole plate to joist or blocking, face nail 16d (3 1/2" x 0.135") 16" O.C. 15 Sole plate to joist or blocking at braced wall panels 3-16d (3 1/2" x 0.135") 16" o.c. _ 16 Stud to sole plate, toe nail 3-8d (2 1/2" x 0.113") or - 2-16d 3 1/2" x 0.135") - 17 Top or sole plate to stud, end nail 2-16d (3 1/2" x 0.135") - 18 Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") - 19 1" brace to each stud and plate, face nail 2-8d (2 1/2" x 0.113") 2 staples 13/4" - 20 1" x 6" sheathing to each bearing, face nail 2-8d (2 1/21' x 0.113") 2 staples 13/4" - 21 1" x 8" sheathing to each bearing, face nail 2-8d (2 1/2" x 0.113") 3 staples 13/4" - 22 Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (2 1/2" x 0.113") 4 staples 13/4" - Floor 23 Joist to sill or girder, toe nail 3-8d (2 1/2" x 0.113") - 24 1" x 6" subfloor or less to each joist, face nail 2-8d (2 1/2" x 0.113") 2 staples 13/4" - 25 2" subfloor to joist or girder, blind and face nail 2-16d (3 1/2" x 0.135") - 26 Rim joist to top plate, toe nail (roof applications also) 8d (2 1/2" x 0.113") 6" o.c. 27 2" planks (plank &beam - floor & roof) 2-16d (3 1/2" x 0.135") at each bearing 28 Built-up girders and beams, 2-inch lumber layers 10d (3" x 0.128") Nail each layer as follows: 32" o.c. at top and bottom and staggered. . Two nails at ends and at each splice Ledger strip supporting joists or rafters 3-16d (3 1/2" x 0.135") At each joist or rafter 29 ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERb c e SPACING OF FASTENERS Edges Intermediate supportsc, e mules I I:lanes Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing 30 3/8" -1/2" 6d common 2"x0.113" nail subfloor wall 6 12 8d common 2 1/2"x0.131" nail roo f 31 19/32" - 1" 8d common nail 2 1/2"4.131" 6 12 32 1 1/8" - 1 1/4 " 10d common W4.148" nail or 6 A2 8d 21/211x0.131" deformed nail Other wall sheathing h 33 1/2" structural cellulosic fiberboard sheathing 11/211 galvanized roofing nail 7/16" crown or 1" 3 6 crown staple 16 ga., 1 1/4" Ion 34 25/32" structural cellulosic fiberboard sheathing 13/4 " galvanized roofing nail 7/16" crown or 1" 3 6 crown staple 16 ga., 1 1/2" Ion 35 1/2" gypsum sheathing d 1 1/2 " galvanized roofing nail; staple galvanized, 7 7 1 1/2" Ion- ; 1 1/4" screws Type W or S 36 5/8" gypsum sheathingd 13/4" glavanized roofing nail@ staple galvanized, 7 7 1 5/8" Ion • 1 5/8" screws Type W or S Wood structural panels, combination subfloor underla ment to framing 37 3/4" and less 6d deformed 211 x 0.120" nail or 6 12 8d common 2 1/2" x 0.131" nail 38 7/8 "- 111 8d common 2 1/2" x 0.131" nail or 6 12 8d deformed 2 1/2" x 0.120" nail 8d deformed (2 1/2" x 0.120") nail 8d NAILS AT 12" O.C. TYP. AT INTERIOR 8d NAILS AT 4" O.C. 3/4" FROM PANEL EDGE 1/2" PLYWOOD TYP. DBL ROW 8d NAILS AT L" O.C. 1/2" FROM PANEL EDGE, TYPICAL SHEAF WALL NAILING DETAIL NOT TO SCALE TRUSS ROOF BY MANUFACTURE 1/2' ZIP SYSTEM SHEATHING •15 ROOFING FELT ARCHITECTURAL SHINGLES FIRE BLOCKING R-49 INSULATION H-CLIP 2 ROWS OF ICE C WATER SHIELD 8' FACIA 24" SUSPENDED CEILING VENTED 2XL STUD WALL ! IL' O.C. R-21 INSULATION '1 I ' ZIP SYSTEM SHEATHING HOUSE WRAP VINYL SIDING SAYE DETAIL NOT TO SCALE 1/21, Ic 3/41, '1 2XL STUD WALL s IL" O.C. HOUSE WRAP VINYL SIDING _STA21 ON PANELED WALLS ONLY - 32' O.C.) R-21 INSULATION FLOOR/11ALL DETAIL N.T.S. CONTINUOUS METAL RIDGE W/LOUVERS ON UNDERSIDE OR EQUIV. KEEP SHEATHING I IN. TO 1 1/2 IN. FROM RIDGE BOARD TO ALLOW FREE AIR PASSAGE RIDGE VENT N.T.S. NAIL OR SCREW RIDGE TO ROOFING ROOFING SHEATHING AFTER BOARD w UJ 3 ,n z O >- p cr O �J, w UJ O n ac �J U Q N z w X m ci O V w 6' O Ln a0 O cr OD z Lu o C] z - U to F o LU � a DETAILS t SCHEDULE DATE: SCALE: AS NOTED DRAWN BY: B. YOUNG 2X4 STUD WALL 2X4 P.T. SILL PLATE 9 14t, O.C. W/SEALER DATA REF: 1/2" SHEATHING 1/2" DIA. ANCHOR BOLT REVISIONS: DATE: HOUSE WRAP 0 L1-011 O.C. - 7" DEEP VINYL SIDING L # 4 RE -BAR 12" FROM TOP 44 RE -BAR 12" FROM BOTTOM 2X4 KEYWAY- I GARAGE WALL M.T.S. •4" CONC SLAB OVER 4" C-OMPAC`T GRAVEL DETAIL FIRST FLOOR SECOND FLOOR TOTAL SHEET NO.