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Home My WebLink About06-01P_OFFICE BUILDING SOUTH FINAL DEVELOPMENT PLAN_BUCKLAND ROAD1 k4 " EVERGREEN WALK, LLC 109 ROSE LN. VIRGINIA BEACH, VA. 23451 (757) 422-5566 FUSS & O'NLILL Discipline to Deliver 1,46 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FcandO.com OFFICE BUCKLAND ROAD • SOUTH WINDSOR CONNECTICUT FINAL DEVELOPMENT PLAN RMAL PLANS TOWN OF SOUTH WINIDSOR AUTHORIZED SIGMA T URE DATE: 61 s D CEMB R 20, 2005 REVISED MARCH 15, 2006 REVISED MARCH 30, 2006 REVISED APRIL 3, 2006 REVISED MAY 2, 2006 REVISED MAY 26, 2006 �4 Mm SITE �OwN wNSOUMP�`�"�S��R GATEWAY DEVELOPMENT ZONE LOCATION MAP SCALE: I" = 1,000' NO CERTIFICATION IS EXPt,�SSED_ OR IMPLIED UNLESS THIS PLAN BEARS THE LIVE SIGN��► f ,AND SEAL OF THE UNDERSIGNED. O SHEET INDEX SHEET NO. General Information GI.0.1 GI.0.2 GI.0.3 V.1.1 CS. 1.1 CS.1.2 CG.1.1 CG.1.2 CG.1.3 CG.1.4 cu. 1.1 CU. 1.2 LP. 1.1 CE.1.1 CE.1.2 CE.5.1 CI.5.1 CI.5.2 CI.5.3 CU.5.1 CU.5.2 CU.5.3 CU.5.4 CD.5.1 LA. 1.1 LA.1.2 AP.0.1 TITLE TITLE SHEET KEY MAP KEY MAP EXISTING CONDITION MAP PLOT PLAN SIGNING AND STRIPING PLAN GRADING PLAN GRADING PLAN TOPOGRAPHIC MAP TOPOGRAPHIC MAP UTILITY PLAN UTILITY PLAN LIGHTING PLAN CONSERVATION PLAN CONSERVATION PLAN CONSERVATION DETAILS GUIDE RAIL DETAILS CONSTRUCTION DETAILS TYPICAL SECTIONS STORM DRAINAGE DETAILS SANITARY SEWER DETAILS WATER SERVICE DETAILS STORMWATER TREATMENT SYSTEM BOX CULVERT DETAILS LANDSCAPE PLAN (BY INSITE) DETENTION BASIN LANDSCAPE PLAN (BY INSITE) APPROVAL LETTERS LATEST REVISION 05/26/06 03/15/06 03/09/06 04/03/06 05/02/06 04/03/06 05/26/06 04/03/06 04/03/06 04/03/06 04/03/06 05/26/06 04/03/06 04/03/06 05/26/06 05/26/06 03/30/06 03/15/06 03/10/06 03/09/06 05/22/06 PROJ. No.: 2000481.C10 DATE: 11 /08/02 000 SE3tJTi•t "NOSQR k06 D t PlrislNNtNQ Orrvv . GLO. u W ai a� CG _O O d U aIV m a M N M O O N M fV O C9 p1 O O d O O O O N C ro a O 1-4 cn 00 0 0 O N a r; m F- U 0 U) w Y Z Q J 66 U PROJ. MANAGER: SEAL SEAL SCALE: EVERGREEN WALK LLC Tr��T q n t ; 1 Mt�P OFFICE BUILDfNTGSOUTH BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: HORZ.: 1" = 200' REVIEWED BY: DATE VERT.: DATUM: [203/15/06 HORZ.: GENERAL REVISION VERT.: 09/06 REVISED ROAD ALIGNMENT 200 100 0 200 ATE DESCRIPTION BY REVISIONS GRAPHIC, SCALE PROD. No.: 00-481 S10 DATE: 12/20/05 PROPERTY OWNERS WITHIN 500 FEET OF EVERGREEN WALK (updated 12/14/2005) Address Owner Mailing Address (if different) Map/Lot Land Use Evergreen Walk Planned Unit Development: m F- U 0 to w Y Z Q M J U CA 0 O N to W_ W 2 in U Unit #1 (Expo) 35 Tamarack Ave. Buckland Road Retail LLC 6410 Popular Ave. STE 850, 27/15 Vacant Com. Memphis TN 38119 Unit #2 (The Shops at Evergreen Walk) 0000 Evergreen Way Evergreen Walk 6410 Popular Ave. STE 850, 27/15 Commercial Lifestyle Centers Memphis TN 38119 Unit #3 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #4 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #5 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #6 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #7 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #8 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #9 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #10 (L. A. Fitness) 100 Cedar Ave. Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit 11 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #11A 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #12 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Unit #12A 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 Address Owner Mailing Address (if different) Map/Lot 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. 27/15 Vacant Com. Land Use Unit #13 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 27/15 Vacant Com. Unit #14 151 Buckland Road Evergreen Walk LLC 555 Main St., Manchester, CT 06040 27/15 Vacant Com. Unit #15 (ECHN Medical Offices) 2800 Tamarack Drive Evergreen Walk Medical 200 Fisher Drive 27/15 Commercial Associates LLC Avon, CT 06001 c/o The CASLE Corporation Other Parcels: 105 Buckland Hills Dr. HTG-Exchange c/o Heritage Investment Property TR INC Accommodator A LLC 131 Dartmouth St., Boston, MA 02116 18/4 Commercial 31 Buckland Hills Dr. Lowes Home Centers, Inc. P.O. Box 1111, No. Wilkesboro, NC 28656 18/6 Vacant 95 Buckland Hills Dr. HTG-Exchange c/o Heritage Investment Property TR INC Accommodator A LLC 131 Dartmouth St., Boston, MA 02116 18/7 Commercial I Buckland Rd. Leonard, Scott 110 Lavender St, South Windsor, CT 06074 18/8 Single Family 9 Buckland Rd. Leonard, Scott 1819 Single Family 15 Buckland Rd. Leonard, Scott 110 Lavender Lane, Rocky Hill, CT 06067 18/10 Single Family 70/90 Buckland Rd. MS Townline Associates LLC c/o Laurence Rubinow 555 Main St, Manchester CT 06040 18/3 Commercial 79 Buckland Rd. Town of South Windsor 1540 Sullivan Ave., CT 06074 27/12 Vacant 95 Buckland Rd. Town of South Windsor 1540 Sullivan Ave., CT 06074 27/13 Vacant 103 Buckland Rd. Town of South Windsor 1540 Sullivan Ave., CT 06074 27/14 Vacant 116 Buckland Rd. Buckland Road Assoc. LLC 395 Buckland Rd, South Windsor, CT 06074 27/10 4F/SF __d n 130 Biicxr_,anu tcud. ivawsxi, Wiui^,,, 21i7 Single Family 179 Buckland Rd. Part of Evergreen Walls PUD (Evergreen Walk LLC 555 Main St, Manchester CT 06040 27/1 Vacant) 190 Buckland Rd. Reichle, Earl & Barbara 247 Abby Rd., South Windsor, CT 06074 27/8 Vacant 206 Buckland Rd. Syme, Rosemary J. 27/3 Single Family 207 Buckland Rd. Luu Dinh Hoang, Nguygen Trang Thonh 27/2 Single Family 218 Buckland Rd. CIL Realty, Inc. 30 Jordan Lane, Wethersfield, CT 06109 27/4 Single Family 235 Buckland Rd. Part of Evergreen Walk PUD (Evergreen Walk LLC 555 Main St. Manchester CT 06040 38/11 Single Family) 240 Buckland Rd. Croteau, Arlene C. 27/5 Single Family 251 Buckland Rd. Part of Evergreen Walk PUD (Evergreen Walk LLC 555 Main St. Manchester CT 06040 38/12 Single Family) 252 Buckland Rd. Wolf & Guerra, LLC 989 Ellington Rd., S. Windsor, CT 06074 38/10 Single Family R 014 Buckland Rd. Wolf & Guerra, LLC 989 Ellington Rd., S. Windsor, CT 06074 38/9 Vacant 296 Buckland Rd. Messiah Evan. Lutheran Ch. 38/8 Single Family 300 Buckland Rd. Messiah Evan. Lutheran Ch. 38/7 Commercial 326 Buckland Rd. Schiavone,Steven&Luca,Kawa 9 Clifton Dr., Simsbury, Ct 06070 38/6 Single Family 335 Buckland Rd. Town of South Windsor 1540 Sullivan Ave., CT 06074 38/13 Vacant 350 Buckland Rd. Asticon Investment Ltd. 17441 Ellington Rd, S. Windsor, CT 06074 38/5 Vacant 395 Buckland Rd. Woodcok, John J. lII 38/1 Commercial 419 Buckland Rd. Carmon & Co. 51/34 Commercial 432 Buckland Rd. GF Windsor SH LLC 51/33 Commercial 435 Buckland Rd. South Windsor Reality CO LLC 51/35 Commercial c/o Peretz Resnick & CO LLP 303 South Broadway Tarrytown NY 105915422 469 G Buckland Rd. Buckland Meadow Associates 51/49 Commercial R007 Smith St. Downeast Assoc., Ltd.Pr=. P.O. Box 6120, Indianapolis, IN 46206-6120 18/16 Vacant R002 Smith St. Downcast Assoc., Ltd. P=. P.O. Box 6120, Indianapolis, IN 46206-6120 17/16 175 Wheeler Rd. KF Properties, LLC 175 Wheeler Rd., South Windsor, CT 06074 17/1 Res/Comm 188 Wheeler Rd. Kebalo, Walter 188 Wheeler Rd., South Windsor, Ct 06074 17/2 Single Family 140 Smith Street Jean Marc Jacques 658 Ellington Rd., South Windsor, CT 06074 25/30 Vacant 198 Smith St.French, Margaret 17/3 Single Family 216 Smith St. Antosik, Scott & Beverly 17/4 Single Family 236 Smith St. Johnson, Aaron & Karen 17/5 Single Family 250 Smith St. Nation, Craig D. 17/6 Single Family 260 Smith St. Evergreen Walk LLC 555 Main St. Manchester CT 06040 17/7 Single Family 274 Smith St. McAlees, George & Lynn 17/8 Single Family 291 Smith St. Kilburn, Wayne & Norene 17/15 Single Family 302 Smith St. White, Lon -dine 17/9 Single Family 307 Smith St. Pulford, Beth & Robert 17/13 Single Family 314 Smith St. 314 Smith St. Assoc. 332 Smith St., South Windsor, CT 06074 17/10 Single Family 319 Smith St. Gill, Theodore & Betty 17/14 Single Family 331 Smith St. Colavecchio, Vincent & Diane 17/12 Single Family 332 Smith St. Hayes, Robert & Beverly 17/11 Single Family 340 Smith St. Fraser, Brenda &. & Bruce D. 340 Smith St, South Windsor, CT 06074 18/1 Single Family 345 Smith St. Beaupre, Gene 18/17 Single Family 357 Smith St. Boutin, Emil & Lucille 18/15 Single Family 367 Smith St. Downeast Assoc. Ltd. Ptnrs. P.O. Box 6120, Indianapolis, IN 46206-6120. 18/14 Single Family 377 Smith St. DuFour, Willard & Claire 18/13 Single Family 383 Smith St. Gancarz, Richard & Irene 18/12 Single Family 395 Smith St. Leonard, Scott 110 Lavender Lane, Rocky Hill, CT 06067 18/11 Vacant 22 Wheeler St. Downeast Assoc. Ltd. Ptars. P.O. Box 6120, Indianapolis, IN 46206-6120 17/17 Vacant 5 Drake Ct. Hill, Michael 25/30-31 Residential 6 Drake Ct. Stryker, Greg 25/30-20 Residential 7 Drake Ct. Wilkerson, Kevin & Janine 25/30-30 Residential 8 Drake Ct. Muddassir,Syed M. 25/30-21 Residential 9 Drake Ct. Sobieski, Peter 25/30-29 Residential 10 Drake Ct. Reid, Lennox & Shannon 25/30-22 Residential 11 Drake Ct. Edgecomb, David & Laura 25/30-28 Residential 12 Drake Ct. Case, Wendy O. & Ryan 25/30-23 Residential 14 Drake Ct. Machowski, James & Adrienne 25/30-24 Residential 15 Drake Ct. Roncaioli David J 25/30-27 Residential 16 Drake Ct. Kleczkowski, James & Shannon 25/30-25 Residential 17 Drake Ct. Luczha, Joseph; 25/30-26 Residential R003 Deming St. Jamil, Muhammad & Humera 17 Deming St., South Windsor, CT 06074 50/23 Vacant 17 Deming St. Jamil, Muhammad & Humera 50/19 Single Family 25 Deming St. Cotton, Esther 50/20 Single Family 33 Deming St. Soucy, Lionel & Margaret 50/21 Single Family 43 Deming St. Soucy, Lionel & Margaret 50/22 Single Family 47 Deming St. Kebalo, Andrian & Cheryl 51/44 Single Family 50 Deming St. Molloy, Elizabeth 51/47 Single Family 60 Deming St. DFV Associates LLC 51/46 Single Family 67 Deming St. Dacruz, Pedro 51/43 Single Family 68 Deming St. Bertrand, Joseph & Irene 51/45 Single Family 75 Deming St. Wisneski, David & Nathalie 51/42 Single Family 76 Deming St. Jones, Robert & Townsend, Phyliss 51/40 Single Family 83 Deming St. Desrocher, James 51/41 Single Family 112 A Deming St. Hershcopf, Steven 112 Deming St., Unit A 51/38-1 Commercial 112 B Deming St. Gerlt, WaynePO Box 1132 South Windsor CT 06074 51/38-2 Commercial 112 C Deming St. Gerlt, WaynePO Box 1132 South Windsor CT 06074 51/38-3 130 Deming St. Grilli, Gary & Jean 80 Berle Rd., South Windsor, CT 06074 51/37 Commercial 152 Deming St. South Windsor Reality CO LLC c/o Peretz Resnick & CO LLP 303 South Broadway Tarrytown NY 105915422 51/36 Commercial R017 Clark St. Waldron, Stanley 859 Clark St., South Windsor, CT 06074 37/7 Vacant R016 Clark St. Gray, Freddie 119 Columbia Rd, Windsor, CT 06095 37/3 Vacant R014 Clark St. Waldron, Stanley 859 Clark St., South Windsor, CT 06074 37/6 Vacant 490 Clark St. Szymczyk, Leon & Sophie 37/9 Single Family 500 Clark St. Hood, Donald 37/10 Single Family 610 Clark St. Dinse, Merle & Audrey 37/8 Single Family 748 Clark St. Kaufinan, Cynthia & Clark, Patrick 50/28 Single Family 760 Clark St. Karzar, John & Patricia 50/27 Single Family ZONING DATA FOR 60,000 SF OFFICE BUILDING: BUCKLAND ROAD GATEWAY DEVELOPMENT ZONE REQUIRED PROPOSED MIN. LOT SIZE 3.0 ACRES 4.497 ACRE MIN. LOT FRONTAGE 200 FEET PART OF PUD MIN. LOT DEPTH 200 FEET 395 FEET MIN. FRONT SETBACK 65 FEET 65 FEET MIN. REAR SETBACK 10 FEET 10 FEET MIN. SIDE SETBACK 25 FEET 25 FEET BUILDING SIZE (GFA) 60,000 SQ. FEET 60,000 SQ. FT. MAX. BUILDING HEIGHT 60 FEET 44 FEET MAX. STORIES 4 STORIES 3 STORY MAX. LOT COVERAGE* 60 %** 21.4 % NUMBER OF PARKING SPACES 5.011,000 SF 285 SPACES*** 300 SPACES MIN. LANDSCAPE PARKING AREA 10% 15% *LOT COVERAGE CALCULATIONS ARE BASED ON THE OVERALL'EVERGREEN WALK' DEVELOPMENT ** REQUIRED LOT COVERAGE IN GD ZONE IS 60% *** INCLUDING 47 PROOF -PARKING SPACES LEGEND EXISTING CONTOURS PROPOSED CONTOURS + 201.0 PROPOSED SPOT ELEVATION EXISTING TREE LINE PROPOSED CLEARING LIMIT (APPROX.) CONSTRUCTION HAUL ROUTE — — PROPERTY LINE f2 PROPOSED ROOF DRAIN C PROPOSED CABLE LINE S PROPOSED SANITARY SEWER LINE T PROPOSED TELEPHONE LINE W PROPOSED WATER MAIN G PROPOSED GAS MAIN E PROPOSED ELECTRICAL SERVICE PROPOSED GUIDE RAIL -ca� PROPOSED HYDRANT AND GATE VALVE 4 PROPOSED REINFORCED CONCRETE CULVERT END ® PROPOSED YARD DRAIN PROPOSED TYPE "C-L" CATCH BASIN PROPOSED TYPE "C" CATCH BASIN 0 PROPOSED REINFORCED CONCRETE CULVERT END o PROPOSED HEAD WALL 0 PROPOSED STORM MANHOLE PROPOSED STORM DRAIN PROPOSED SANITARY MANHOLE -� PROPOSED SIGN Q PROPOSED LIGHT PROPOSED BITUMINOUS CURB PROPOSED RETAINING WALL EXISTING DECIDUOUS TREE EXISTING EVERGREEN TREE EXISTING UTILITY POLE owc EXISTING WATER GATE VALVE p EXISTING TELEPHONE MANHOLE EXISTING HYDRANT no EXISTING CATCH BASIN 0S EXISTING SANITARY MANHOLE 0 EXISTING STORM MANHOLE - —S -- EXISTING SANITARY SEWER LINE - —T — --- EXISTING TELEPHONE LINE - —W— ---- EXISTING WATER MAIN - —G— EXISTING GAS MAIN - —E— — EXISTING ELECTRICAL SERVICE TOWN WETLANDS LINE PROPOSED EROSION CONTROL MAT PROPOSED CONCRETE WALK PROPOSED CHAIN LINK FENCE X PROPOSED BARB WIRE FENCE 13 PROPOSED STOCKADE FENCE $F PROPOSED SILT FENCE U PROPOSED HAY BALES PROPOSED HAYBALE CHECK DAM PROJ. MANAGER: SEAL SEAL SCALE: EVERGREEN WALK, LLC Try A p,_L tiP OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: _HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1. 03/09/06 REVISED PARKING COUNT 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC �3CALE PROJ. No.: 00-481 S10 DATE: 12/20/05 GLO-3 a� v C rb Y 0 a a N N of 0 0 N M Cl a Ln o V O 0 0 N i c co a i 0 o 0 0 0 N a 0 r, Im F- U 0 FL co X W z Q J RIPARIAN BU UNIT 12 MAP REFERENCE 10 II NO- '' ' I •' a UNIT 14 I III 1) A SM LAND 77TLE SURVEY EVERGREEN WALK, L L C BOUNDARY PLAN BUCKLAND ROAD TH WINDSOR CONNEC77CUT " SCALE 1 _- 100; DATED 12112100 PREPARED BY FUSS & OWEILL, INC. 2) 'SCHEDULE 4.2 UNIT BOUNDARIES EVERGREEN WALK PLANNED COMMUNITY BUCKLAND ROAD. SOUTH WINDSOR PROJ„ NO.: 00-481A 10 DA 7F 1110610J SCALE: 1`_-600' REVISED 02111104 PREPARED BY FUSS & 0WEILL, INC. 3) 'PLOT PLAN, PREPARED FOR L.A. FITNESS; SHEET NO. CS. 1.1, DA7ED 15119104, SCALE.• 1 " = 40' PREPARED BY FUSS & 0WEILL, INC. 4) 'PLOT PLAN- PHASE 1, PREPARED FOR E.C.H.N, SHEET NO. CS. 1.1, DA7FD 04104103, SCALE.• 1" = 40: PREPARED BY FUSS & 0WEILL, INC. UNDERGROUND UTILITY NOTE I � � I �► � �� 100 UNIT 13 _cn -\ J THE UNDERGROUND UTILITIES DEPICTED HEREON ARE AS DEPICTED ON ORIGINAL MAP REFERENCED ABOVE. FUSS & 0WEILL INC. MAKES NO GUARANTEE THAT THE UNDERGROUND UTIL17ES DEPICTED COMPRISE ALL SUCH U7LITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FUSS & O'NEILL INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES DEPICTED ARE IN THE EXACT LOCATION INDICATED. UT/LI TIES DEPICTED HEREON ARE DEPICTED AS ACCURA TEL Y AS POSSIBLE FROM INFORMA TION A VAILABLE. FUSS & ONEILL INC. HAS NOT PHYSICALL Y LOCA TED THE W UNDERGROUND UTILI RES C4 SURVEY NO7FS 1 1. THIS MAP HAS BEFN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND 77-1E 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY PERFORMED IS A PROPERTY SURVEY & TOPOGRAPHIC SURVEY. BOUNDARY DETERM/NA77ON IS BASED ON A DEPENDENT RESURVEY i 110`\ / \ f i UNIT 11 4.497 ACRES -- m I .I Os�V, goo 98 77Clio, I T — — I _ / S3 W N � ! ' I 23'43» J D _ f � - -- N — _ _ __ �� II II I• TO--.'qL 53�,3 3 , -- - nn'-- ^�� o w — 534. \ < II 7 ;��-� _3.51_ "'Z f — - -M- - II ►'ys� j4L -0 \\� i I I cI II �• I ` I ' _ III -` II III \ � � � I — — ► i I I I I � -----`.____� ----_- III II I IIIII J i! _ II a \ I I UNIT 15 0 1 1 I � I I � II i I I 1' I J I I rj a �FFW 0' WETLAND ��;� III TYP.) �I I I 2 `�_T1_ I N \ \ I THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 & CLASS T-2 i I 1 N � -14 1 c� o I , TOPOGRAPHIC ACCURACY. I I I L THE INTENT OF THIS PLAN IS TO DEPICT THE EXIS77NG CONDI77ONS. L_ JNIT 10 rn N o! m —120 t I� 3 �` III ,, -- - - --- - I ,` � I I► 0 I ,t, I E •raj I II �� N27'52'08"E L7*52'08"E 343.00' — — — — — — -7`— — — 185.58'— 1;� � � �PNOo�EG�o CO UNIT 11 A�; I �, �� ./ 25_ I I� \ii�/ Xdd v1 . PROD. MANAGER: SEAL SEAL [i�b'�-, %c t7 ,.�°"" A� �t TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SCALE: \J FUSS & �NEILL EVERGREEN WALK, LLC EXISTING CONDITIONS MAP CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: DATUM: a HORZ.: _�� Disciplines to Deliver vERT.: OFFICE BUILDING SOUTH 1' DA A. CAIC)SHIO L.S. #70036 40 20 0 40 No. DATE DESCRIPTION BY 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 REVISIONS GRAPHIC SCALE 860.646.2469 www.FandO.com BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT PROJ. No.: 00-481 S10 DATE: 12/20/05 V.1 .1 U Q a� Ln 00 IT Y. 11 Ui U) 0 U) W U) 2 66 0 ' . ®t/ ■ GENERAL NOTES 1. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE REQUIRED TOWN, STATE OR FEDERAL PERMITS PRIOR TO BEGINING OF ANY SITE WORK. 2. THE LOCATION OF ALL EXISTING UTILITIES SHOWN HEREON IS BASED ON THE BEST AVAILABLE DATA. THE LOCATIONS SHOWN ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO NOTIFY " CALL BEFORE YOU DIG" AT 1-800-922-4455 AND HAVE ALL UTILITIES WITHIN CONSTRUCTION LIMITS MARKED ON THE GROUND. 3. ANY ON —SITE SOILS THAT WILL BE PLACED IN ANY REGULATED AREA BY THE TOWN OF SOUTH WINDSOR'S INLAND WETLANDS, WATERCOURSES AND CONSERVATION COMMISSION WILL BE CONSISTENT WITH THE CONNECTICUT REMEDIA11ON STANDARD CRITERIA. BIT. CURB WITH LEAK -OFFS WITH REFLEC PROPOSED CONSTRUCTION LEGEND I.D. ITEM DP — DUMPSTER PAD CW — CONCRETE SIDEWALK CC — CONCRETE CURB BC — BITUMINOUS CONCRETE CURB — HANDICAP PARKING STALL-2% MAX. GRADE IN ALL DIRECTIONS AND FLUSH GRADE AT SIDEWALK HR — HANDICAP RAMP— SEE LANDSCAPE PLANS FOR COORDINATION OF SITE WALKS WITH HANDICAP RAMPS GR — STEEL BACKED WOOD GUIDE RAIL WITH STEEL POST CA — BURIED CONCRETE ANCHOR FOR END RAIL PL — PAINTED PARKING STRIPE ( SEE DETAIL ON SHEET CI.5.2) FS — FREE STANDING SITE SIGN CONFORMING TO SEC 17.8.5 OF THE ZOINING REGULATIONS PO — PAVED LEAK —OFF RG — RAIN GARDEN FOR SITE LIGHTING —SEE LIGHTING PLAN REMOVE EXISTING CURB MATCH NEW CURB TO EXISTING- -�l CONTINUE TO INTERSECTION • GRAVEL ACCESS DRIVE i I i 18' 24' 4 4' 2' 12' BC u 'b o H R �"� CW 4 CC ` Rico, _ R ._ I I SP SS t R G WITH REFLECTO S O C BOTTOMLESS BOX CULVERT SEE DETAIL SHEET CD.5.1 1_� -A' A I N S R30 N 200' m mom IN I� �O � , • ,Q?, ��, 0 C 'J ;f 9' ro 24' I AVIAt*%\* i I l VDVL �— _ ---- � WL O _ N34 3'43;... Ir � _ter- II P, -- _____ -N0� \ P O W \ I o M I � � I I 0 m — I� e rrL- c I - _ I DIP I I -— / I % I i 10 / I — I I \-PROOF C F PARKING AREA (TYP.) I II -- I �� I I I� C() a N I I I I I I I I � I PROJ. MANAGER: SEAL SEAL SCALE: FUSS (_X� O'NEILL Discipline. to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC LAYOUT PLAN OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: HORZ.: 1" = 40' 5 04/03/06 REVIEW COMMENTS REVIEWED BY: DATE VERT.: 4 03/30/06 PZ COMMENTS DATUM: 3 03/09/06 REVISED ROAD ALIGNMENT HORZ.: 2. 02/23/06 REVISED PER TOWN COMMENTS VERT.: 1. 01/26/06 PER TOWN COMMENTS 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC �3CALE PROJ. No.: 00-481 S10 DATE: 12/20/05 CS.1.1 m U 0 w a Q U U Z Q J Z Q J ui U PROJ. MANAGER: SEAL SEAL 104 C /�HORZ.: F. A. Hesketh & Associates, Inc. 6 Creamery Brook, East Granby, CT 06026 Civil & Traffic Engineers • Surveyors • Planners • Landscape Architects SCALE: EVERGREEN WALK, LLC SIGNING & STRIPING PLAN OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT TOWN COMMENTS CHIEF DESIGNER: HORZ.: 1" = 40' 03/06 REVIEW COMMENTS REVIEWED BY: DATE VERT.: 30/06 PZ COMMENTS DATUM: F0402/06 09/06 REVISED ROAD ALIGNMENT 23/06 REVISED PER TOWN COMMENTS vERT.: 23/06 REVISED PER COMMENTS 40 20 0 40 ATE DESCRIPTION BY REVISIONS GRAPHIC SCALE ' PROJ. No.: FAH00167 DATE: 12/20/05 7 CS-1-2 a� ;s 0 LEI 00 Y m U 224'-36" CPP S=3.65% VORTECHS MODEL 9000 WITH BYPASS DOUBLE ROW OF SILTFENCE 72'-30" CPP S=2.0% \� 1 6' I.DTEf�T WHD1_2N RING BASIN T.F. 115.90 I INV. 106.76 IN (E) INV. 104.65 IN (N) ( INV. 111.65 IN (S) I INV. 104.55 OUT (W) 38'-15" CPP S=0.9% CB-20 DIVERSION BERM TO DEMFRIRG" B�ASIN 2 I TO BE MAINTAINT.ON-04 GR4W 152FffAlk tl�D INV. 112.00 OUT (N) 16.3 C11 _ TEMPORARY DEWATERING BASIN a4�5" CPP 0 OUTLET STRUCTURE (SEE DETAIL CE.5.1) 18" PERFORATED RISER PIPE A WRAPPED IN FILTER FABRIC SURROUND WITH 3/4" STONE BERM T.P. 111.0 INV. 104.55 6.0 CB-19 TYPE "C" CB T.F. 116.60 INV. 112.35 OUT (N) 35'-15" CPP S=0.8% J CB-17 TYPE "C" CB T.F. 115.00 INV. 110.75 OUT (W) 186'-30" CPP S=1.2% 6' I.D. STORM MH-1 T.F. 119.10 INV. 109.50 IN (N) INV. 111.72 IN (E) INV. 114.85 IN (S) INV. 109.00 OUT (W) - -- - 42'-15" CPP :: 7 6. 77 CB-12 TYPE "C" CI3 18 (J� <y T.F. 112.00 �CB� TYPE C CB INV. 108.2 OUT (E) T.F. 114.70 w INV. 105.02 IN (N) - • INV. 110.45 IN (E) • INV. 104.92 OUT (S) ` 124 -30 CPP CB-16 "C" / 53'-30" CPP TYPE CB S=0.5% T.F. 11440 'os INV. 105.40 IN (N) - INV. 1 105.30 OUT (S) � 57'-30" CPP' S=0.5% _1 inv.1 03.1 1 15.4X f r 116.7 WN (116 C', TW 1 1 4. BW 106. 115.2 117.7 11.5. II 43'-15" CPP _ S=0.5%_ TYPE 5" C(B s II t -- CB 13 m I /�• \ - - "» �\ T.F. _ 113,70 � TYPE C CB T.F. 112.00 INV: 107.37 IN (E) INV. 107.98 IN (W) INV. 107.12 IN (W) ! II I INV. 107.19 OUT (E) INV_ 107.12 IN (N) �. INV. `106.02 OUTj (S) 46'-15" CPP 13 18" CPP ) S=7.8% I \. I r I ,-� \ I 1 I , CB 14 I _ `1 pow TYPE "C" CB a---- ��` I I os �I I 116.E 3;� 16.7 ,,�116.7 I / 6 ` C), T.F. 115.00 • <� INV. 110.95 OUT (W) FLARED CULVERT END _,rooms 104'-18" CPP WITH 18" INTERMEDIATE RP RAP S=2.4% INV. 104.00 r / SILTFENCE 1 0 Ili// � 54'-15" CPP I I I �; U) 104 -S=1 .0%///` w 6 I.D. STORM MH' / �,-, 41- -i I 4 ` T. F. 115.2 4' \.1 \j F INV. 106.3 IN \ \ / / \ V m 108 1n - - - / INV. 104.5 OUT \ros \ \ /� 181 15 CPP \ a� 9 2 3 S=3.5% 106 --------� wul � • ` W ''s � `, /� ! �o �'.-----`=---- i � .I` ; can - � �I � � _ -0 ■ I 14 ` ^h '�'�'� I '�� ± I / tD 114. 1 I / va.;, 115 W cc, b 12 12 !7()-- M I I ` < '\ +� 115.3X 534.7 - • - ''- `W U 1 .2-� - i P' 115.5X / 11 �' 1 % I / /�.TYPE't'eL�?!�1�"II` II `0 ' 1 15.6 ( III I I II NV. 'T09.9�,J= TF 1 1 .J I I NV. 109.60 -15 CPP � o 130 -� I �d(� r I � » S=1.0% I ! I CB-10 16.5, ' ; v-� 116 I IgI ;�� TYPE "C-L" B A I� 1 116.6 ° \ I 1 �� T.F. 115.70 \ , I �INV. / . 1 11�; (E) 16.5 I �� m I I It��11.25 OUT w ❑ ' I REMOVE' EXISTING STORM PIPET T 115.7 RE-CREATE CHANNEL AND LINE' 1 17.7 1 17.2 WITH RI RAP l S 4 III I II I I '__------._.1 ---��` t�-`_ `-' 84 15 CPP 116.6 I I I e 1 17.7 S=0.7% �117 • =� I I I I '�1 � I CB-9 TYPE "C-L" CB '� ❑ I T.F. 116.20 TF 1 16. I I INV. 111.94 OUT I � I-,6• � ' !I •,' F.F. 1 17.7 1 11 g•4 I ::E' �/�/ 0 1 , I CB-2 TYPE "C-L" CB 7I- / T.F. 115.7 116• i I f' INV. 112.0 IN (E)) 1 6.9XII 4 IIWIMI1 INV 111 74 OUT (S) I I I QI I I CB-8 I 81'-30" CPP 6 0 HI-144 6-1.4? � ■ II �� , •► IYCII CB INV. 114.75 OUT ® 1►�\ Edd ..• ..*:ri�� 5 '�A v 120'-24" CPPJ � Es � k00 36 3S S=0.5% 0 s o 1�ti FLARED CULVERT END 80'-15" CPP s W/_18" INTERMEDIATE RIP -RAP S=3.2% "- INV. 118.0 r"3 S s o CB-5 TYPE "C" CB r, T.F. 115.30J INV. 110.6 IN (E) INV. 110.6 IN (N) 1 INV. 110.1 OUT (S) 4 4 Ir,--=4L p i I I I � TF 1 .7 �. , I � � �49'-15" CPP 1 2i S=1.85% 'O I I 1 I E E I I , 1 �- CB-4 TYPE "C" CB T.F. 116.40 LEAK -OFF TO INV. 112.15 IN RAIN GARDEN INV. 112.05 OUT 51'-15" CPP S=2.85% 00 xJ1 7 �q 0-) 116 115 ^ I I �j l 3 ❑ -- III � X 1 18 �cb II I I I D O I I �'% Fri I I► II O� o I 122 xi 19.0 � I � I _ � %� �I► O 122 I -- 124 , O 18» LEAK -OFF TO I _ ��_____ , �,�' / O��G. � - - ✓' s � Z�s�� 227 -CPP S=0.5% RAIN GARDEN CB-1 " " TYPE C CB T.F. 116.40 INV. 112.9 OUT 1 ( ' /, - _125- c__. Y 0 0 0 0 PROJ. MANAGER: SEAL SEAL SCALE: FUSS OL O'NEILL Discipline, to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC GRADING PLAN OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: HORZ.: 1"' = 40' 5 04/03/06 TOWN COMMENTS REVIEWED BY: DATE VERT.: 4 03/30/06 PZ COMMENTS DATUM: 3. 03/15/06 GENERAL REVISION HORZ.: 2 03/09/06 REVISED ROAD ALIGNMENT VERT.: 1. 01/26/06 PER TOWN COMMENTS 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC. SCALE PROJ. No.: 00-481 S10 DATE: 12/20/05 CG.1.1 Q a� a� a Ln 00 Y a x u 0 a M ri M O O O N 110 rl V 3 0 0 3a- Vl 0 00 0 0 0 N i c co a LA 00 0 0 O N a 0 r-, m U ■� 12" MODIFIED RI 30' WIDE WITH 3:1 SIDE ENERGY DISSIPATOR SLOPES-18" DEPTH 18" INTERMEDIATE RIPRAP INTERMEDIATE PIPRAP EMERGENCY SPILLWAY 2" CRUSHED STONE TOP AT ELEV. 90.3 BERM WITH 4" FACE LEVEL AREA 10' WIDE TOP OF BERM\ ELEVATION 92.0 \ on-� I 80.ox , r(rlf \ � 0 A r ® 96 511E , ® �o A /4t* 224'-36" CPP S=3.65% \ VORTECHS MODEL 9000 \ WITH BYPASS DOUBLIE�,,ROW OF SILTFENCE 72'-30" CPP \ S=2.0% / 6' I.DTE!WWHQ-PN RING BASIN T.F. 115.90 } INV. 104.65 IN (N) INV. 111.65 IN (S) INV. 104.55 OUT (W) 38'-15" CPP S=0.9% CB-20 DIVERSION BERM TO DEW1MBIKG" B IN 3(3.5X --- 1 a9 5X -), 9 oX VC, V I FLARED CULVERT END INV. 85.00 56'-24" CPP S=9.7% 1 OUTLET CONRTOL STRUCTURE - T.F. = 99.00 10" DIA.LOW INLET INV. _ 90.00 6" DIA.HIGH INLET INV. - 97.00 24" DIA. OUTLET INV---90;00 CB-18 TYPE "C" CB "T.F. 114.70 INV. 105.02 -IN (N) INV. 110.45 IN (E) INV. 104.92 OUT (S) - /53 -30 CPP S=0.5% ®Ii:- \16 f/ 0/ 2" CRUSHED STONE BERM WITH 4" FACE TOP OF BERM ELEVATION 91.5 2" CRUSHED STONE BERM WITH 4" FACE TOP OF BERM ELEVATION 92.0 / 5- N rn r oC ENERGY DISSIPATOR-18" INTERMEDIATE; RIPRAP FLARED CULVERT END INV. 94.50 J Y ,\ CB-12 \ TYPE "C" CB , T. F. 112.00 - INV. 108.2 OUT (E) 124'-30" CPP S=0.5% CB-16 TYPE "C" CB T.F. 114.40 INV. 105.40 IN (N) INV. 105.30 OUT (S) t 57'-30" CPP 1 F,S=0.5% --1 l T N\F JAMES N. DESROCHER VOL 1120 PG 130 - ---cz cA / -DS 1 CP t 1. - _ ) rk �� CP Ic9 \ k 6i � Cp._,�� 0) W I v-, CP CP Ar - c ))) 0✓ ) 43'-15" CPP CB-15 S=0.5% " TYPE C" GB ' • \ �\ I ` �. CB-13 1 \ TYPE "G" CB T.F. 113.70 T.F. 112.00 INV. 107.37 IN (E) \ \ INV. 107.98 IN (W) INV, 107.12 I N (W) INV. 107.19 OUT (E) INV.., 107.12 IN (N);` I � \ \ INV. `106.02 OUT,, (S) 46'-15" CPP 13'-18" CPP ) S=7.8% 1 I \ S 0.5% _ CB-14 TYPE "C" CB,`,`� I I o T.F. 115.00 - INV. 11095 OUT'( •� 1 FLARED CULVERT END - -- -1 i 104'-18" CPP `� » 00 / WITH 18 INTERMEDIATE R P RAP S=2.4% INV. 104.00 / X 1 SILTFENCE 1 54'-15" CPP �j�� MIS ' -_� 6' I.D. STORM- MH�3� k / 1 4 T. F. 115.2 i 10"/ INV. 106.3 IN r 10s INV. 104.5 OUT i 181'-15" CPP- 2 " S=3.5%tNj 7 05/26/06 REVISED DET. BASIN GRADE PROJ. MANAGER: SEAL SEAL SCALE: FUSS (X, O'NEILL Discipline. to Deliver" 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC GRADING PLAN OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR 6 04/03/06 REVIEW COMMENTS CHIEF DESIGNER: HORZ.: 1" = 40' 5 03/30/06 PZ COMMENTS REVIEWED BY: DATE VERT.: 4 03/15/06 REVISED DET. BASIN DATUM: 3 03/09/06 REVISED ROAD ALIGNMENT HORZ.: 2. 02/23/06 REVISED PER TOWN COMMENTS VERT.: 1. 01/26/06 PER TOWN COMMENTS 1 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481 S10 DATE: 12/20/05 CG. 1.2 n. a� a1 L c� G 0 00 IT G Y O a a a N n O .-t O O N N Ln rl ,-i C7 u O O a H a Iq 0 d- 0 0 0 N C R a (10 0 0 0 0 N d i C'1 n U 0 U) w U) vi U PROJ. MANAGER: SEAL SEAL aaaeaaapu�Ga��e F ;V�HORZ.:DlSClpZlYl2 e� } o °°� "®"� '��C.E�gEo•° ��''�� sS�oNAL°� �s,,,�t.• ,.•,,., , SCALE: FUSS O NEILL . l0 D2Z1V21^23/06 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.Fand0.com EVERGREEN WALK, LLC TOPOGRAPHIC MAP BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR 03/06 REVIEW COMMENTS CHIEF DESIGNER: HORZ.: 1" = 40' 30/06 PZ COMMENTS REVIEWED BY: DATEa VERT.: 15/06 GENERAL REVISIONSDATUM: F04 09/06 REVISED ROAD ALIGNMENTWj REVISED PER TOWN COMMENTS vERT.:OFFICE 26/06 PER TOWN COMMENTS..20951 40 20 0 40 ATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481 S10 DATE: 12/20/05 CG. 1 .3 0 CO O d 0 z Q UI 0 W CO vi U 30' WIDE WITH 3:1 SIDE SLOPES-18" DEPTH INTERMEDIATE PIPRAP EMERGENCY SPILLWAY TOP AT ELEV. 90.3 LEVEL AREA 10' WIDE �- I 80.Ox 12" MODIFIED RIPRAP ENERGY DISSIPATOR 18 INTERMEDIATE RIPRAP S9 5X 9 A oX i 9-x 9 �g 5X Q 511E O 224'-36" CPP S=3.65% \ VORTECHS MODEL 9000 WITH BYPASS 72'-30" CPP -� S=2.0% 6' I.D. STORM T.F. MH-2 115.90 INV. 106.76 IN (E) INV. 104.65 IN (N) INV. 111.65 IN (S) INV. 104.55 OUT (W) 38'-15" CPP S=0.9% CB-20 TYPE "C" CB o/ 85--- A J ; 96, N 0 ENERGY DISSIPATOR-18" INTERMEDIATERIPRAP FLARED CULVERT END INV. 94.50 �Al s N\F JAMES N. DESROCI-IER ` VOL 1120 PG 130 J r CB-12 1 TYPE "C" CB �3331 CB- 18 T.F. 112.00 � TYPE C CB INV. 108.2 .OUT (E) , \ T.F. 114.70 INV. 105.02 IN (N) ♦ \ INV. 110.45 IN (E) INV. 104.92 OUT (S) b' �4 ►. h A FLARED CULVERT END INV. 85.00 I56'-24" CPP S=9.7% OUTLET CONRTOL STRUCTURE - T.F. = 99.00 10" DIA.LOW INLET INV. = 90.00 �. 6" DIA.HIGH INLET INV. = 97.00 24" DIA. OUTLET INVl= 99, 0 r m I• '® to Co�00 �; A- o u c9 �� 1 / +� k --- �. CP 6 ) C'' \s OGo I CP�� I A �♦ - _ 0 43 -15 CPP / CB-15 • ♦ `� S=0.5% CB-13 TYPE „C" cB ' / ♦ P` I i » T.F. 113.70' TYPE » C CB INV:' 107.37 IN (E) 107.98 IN (W) T.F. 112.INV. 107.12 IN (W) \ '� INV. INV.,, 107.12 IN (N); 1 INV. 107.19 OUT (E) 1 I�rnl INV. '`106.02 OUT' (S) f♦ ♦ 1 124'-30" CPP 9 13'-18" CPP j S=7.8% \ \ �o I ♦ S=0.5% S=0.57"?, CB-14 `' I CB-16 10 _ " A / 53'-30" CPP TYPE "C" CB 0 TYPE1)PC" B S=0.5% .,- �' C), , T.F. 11440 INV. 105.4�\ INV. 110.95 OUT (W) o� 0 IN (N) - I INV. 105.30 OUT (S) o� t 57'-30" CPP J I / TW 114. BW _ r I AO 104'-18" CPP WITH 18" INTERMEDIATE RP R, PROJ. MANAGER: SEALUugq� �rF 00NV O �� •�,E NI• q• , � y;�� 9lN;G� SCALE: FUSS (X. O'NEILL EVERGREEN WALK, LLC TOPOGRAPHIC MAP 6 04/03/06 REVIEW COMMENTS CHIEF DESIGNER: HORZ.: 1" = 40' 5 03/30/06 PZ COMMENTS REVIEWED BY: DATE VERT.: 4 03/15/06 GENERAL REVISIONS DATUM: x ` * �' 2;* �� • : Q No.20951 : tv ,'�`�•4�C�WSE9,a^��;®0 4�y�ys��NALE�a ®®�©o Discipline. to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 OFFICE BUILDING SOUTH 3 03/09/06 REVISED ROAD ALIGNMENT HORZ.: 2. 02/23/06 REVISED PER TOWN COMMENTS VERT.: 1. 01/26/06 PER TOWN COMMENTS 40 20 0 40 " I %� mmmmm"19 No. DATE DESCRIPTION BY REVISIONS It fin GRAPHIC SCALE 860.646.2469 www.Fando.00m BUCKLAND ROAD SOUTH WINDSOR PROJ. No.: 00-481 S10 DATE: 12/20/05 CG. 1.4 Q. all Q) 0 Ln co 57 le G a a M ko 0 0 N N ko 0 0 a a 00 0 0 N i ca a 0 1-1 V) 00 0 0 0 N a n m U U U) O U) 2 w 8" X 8" M.J. TEE 8" GATE VALVE (OPEN LEFT) INV. 108.5 8"X2" TYTON BLOW OFF 8" GATE VALVE (OPEN LEFT) INV. 108.5 8" C.L. D.I.P. HYDRANT WITH GATE VALVE N ---120-- — -1 ----- PULL BOXES FLUSHING CONNECTION CONNECT 1.5" SDR 9 HDPE TO 1 LENGTH OF 6" PVC SAN. M 1.5" SDR 9 HDPE IPS 4" TELEPHONE CONDUIT T.F. 135.0 INV. 125.22 4" CABLE CONDUIT - 2-4" ELECTRIC CONDUITS GAS LINE 13 0.- 8" PVC SAN. NmW S OkOp �36 ° o � 5 s o 0 I� N4at 3 CO I urn I�r � 3 t.a*\V' I R\ \ / -105__ I � J E 1 00 r G 64' - 8" PVC SAN. / —\,- -1.5" SDR 9 HDPE IPS 1b BEND ----1 ,30---- INV. 122.0 -INV. 125.55 y$ BEND INV. 125.0 CONNECT NEW 8" C.D.I.P. TO EXIST. 8" C.L.D.I.P. �♦ \ ��\ II � o ICI � � � � - co \ r' V1 0 8„X6" TEE WITH o� GATE VALVE FOR HYDRANT WITH GATE VALVE \ rn\ I \ f FIRE MAIN INV. 105.0 \ 1 1.5" DOMESTIC WATER LINE Ya BEND I I WITH GATE VALVE " JINV. 105.0 / \ INV. 105.0 BEND � INV. 105.0/i / Inn lop,, `� � .. BEND --.1Q.� -- - _r //// / ' �n v� ! i I 1 4 —' N, INV. MATCH E CI TING 104t r o c 106 I I I 3 108 N14- 112 / _J ^/9f, - 700 ! - 6 - �- - W 33 -12pi' �E I L J IE"ER I LE-1 MODEL ESD 04-0069 L QUADRAPLEX GRINDER PUMP 1.25" LATERAL ASSEMBLY (SEE DETAILS) 1.5"X1.25" REDUCER W L J 1 1g), 1 , O / 00 gm 0� FTT yy; 534.7 ft of \N y BEND � �I \ 11\ ✓ ( �I INV. 104.0 72 I I i / 1 j ❑ - I ❑ I I -� - ILc I 1 4 M:� 10.0 I I I � rq �INe 1 I,►,,, ,„l11 � �; � � I I I1►1//I II � I l p OD 7171 li 1 2 -T1:_T1 \ rO II \ I I TELEPO I- I PUL BOX,, o N ( I qq CABLE I P BOX �'~_ C� 00 cl I f TRANSfgq R PAD I ' 3 _D O III 14" I Iwl- III II , 7zX \ i o ,--- I u �m G -; 100, t 00 I 12 \ o, n- G NONp\ � s PROJ. MANAGER: SEAL SEAL SCALE: EVERGREEN WALK, LLC UTILITY PLAN OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: 4 04/03/06 REVIEW COMMENTS DATUM: 3 03/30/06 PZ COMMENTS HORZ.: 2 03/15/06 GENERAL REVISIONS VERT.: 1. 03/09/06 REVISED ROAD ALIGNMENT 40 20 0 40 iEEL— No. DATE DESCRIPTION BY REVISIONS GRAPHIC. SCALE PROJ. No.: 00-481S10 DATE: 12/20/05 d' U) U co 0 It Cl) 2 W_ 2 1 PROJ. No.: 00-481 S10 DATE: 12/20/05 CU.1.2 a m CU 57 0 a Y G IT z a rr in N O 0 0 N Q0 N Ln 14 a: Q1 0 0 a 17) rl 00 d- 0 0 0 N C ca a O En 00 0 0 0 N a ri 0 FL 0 J z Q 2 U C0 0 w U) 2 ui U HIGH PRESSURE SODIUM LUMI IRES (EVERGREEN WAY AND TAMARACK DRIVE) METAL HALIDE LUMINAIRES (OFFI BUILDING SOUTH) VERTICAL LAMP PER LEGEND. FULL CUTOFF FIXTURES H SE SHIELD ON POLES LOCATED NEA ST NORTHERN BOUNDARY DOUBLE ROW OF SILTFENCE TEMPORARY DEWATERING BASIN DIVERSION BERM TO DEWATERING BASIN TO BE MAINTAIN UNTIL FINAL GRADE IS ESTABLISHED TEMPORARY DEWATERING BASIN OUTLET STRUCTURE (SEE DETAIL CE.5.1) 18" PERFORATED RISER PIPE WRAPPED IN FILTER FABRIC SURROUND WITH %" STONE BERM T.P. 111.0 INV. 104.55 LUMINAIRE`` MOUNTING BRACKETS, POLE, AND $ SE FINISH IS MATCHING AND OF DAR BRONZE ANNODIZED. FINISH AS DIR ED REPAIR SCRATCHES I SUBMIT PHO ICS. 480 VOLT BALLAST POLE RATED FOR 100 MPH WITH A()% GUST FACTOR. SUBMIT POLE AND LUMINAIRE E.P.A. DATA. I zo N 0 0 z 0 w z w J 61 O D_ NOTES: p1. ALL CONCRETE IS PER SPEC. PAINT EXPOSE I FOUNDATIONS PER OWNERS DIRECTION. M_ 2. RE -ROD FOR STEEL POLE FOUNDATIONS IS 8 5 VERTICAL BARS WITH #3 CIRCULAR TIES EVER 112". z O I z MAKEUP ALL WIRING SPLICES WITHIN P LE HANDHOLES. D PROVIDE TWO IN LINE FUSES SIZED F R I o LIGHTING LOAD. c3 z O v I w POLE BASE OR BOLT NUT COVERS O a USE DOUBLE ANCHOR BOLT, NUTS, AND COMPOUND THREADLOCKER 0 rn SEAL ANCHOR BOLTS FURNISHED BY POLE MAN FACTURER 0 - CONC. LIGHT FOUNDATION I FIN. GRADE N � i� CONDUIT TO ADJACENT FIXTURES. SLEEVES AS REQ'D EACH POLE IS TO BE GROUNDED--►I24"DIA.ISTUBBED TO 1" ABOVE FOUNDATION TOP. WITH #8 BARE Cu WELDED TO 5/8"x 10' Cu CLAD ROD. ELEVATION NOTES: LIGHT POLE 2). ALL WARE TYYPEEXHHW CU.TO BE CLEAR OF CURB FAJE. NTS 3). ALL BURIED CONDUIT IS SCHEDULE 40 PVC 4). AIM/TILT ALL FIXTURES PER MANUFACTURER'S DIR CTION. ' 5). TEST ALL WIRE WITH INSULATION TESTER & PROVI E RESULTS TO PROJECT MANAGER. I/ 3 • SILTFENCE I ® 0 ya I 2. 1.3 12 I. 2 4 8 (0 a A 4. ❑ ❑ ❑ O a a a a ❑ ❑ ❑ ❑ ❑ a a O a a 4. 2.3 1.2 1.1 1.6 2.3 4.2 4.3 4.0 2.7 2. 23 .3 2.q I 7 ❑ ❑ �❑ a a a a a a a a a a a /❑ ❑ ��- ❑ �1�1- O i. I. 2. 5.0 4.q 3.4 2.2 1.8 .8 1.5 J .cl 2.2 2.2 2.5 3.1 4.0 4.8 4.7 3.3 2. 14;a �2.'.\ ❑aa a p a a O O❑a a 4.3 1.6 �=1 4 1.4 2.1 2.9 3.4 .4 2.0 I. �.5 I . I.1 1 1 1.4 1. 6.6 4. 2.7.4 pp a ❑ p a o ❑ a a a a a o a a 2.11I❑ 251 .q 2.q 44 5. 6.2 4.76.7 5.2 8 3.11 0.0 .3 ❑ a ❑ a a ❑ ❑ a .1a 4.5 4.6 I .4 4.2 4432 2.1 i ❑ ❑ ❑ ❑ ❑ ❑ ❑ a a ❑ a ❑ ❑ ❑ a p a a p ❑ ❑ 2. 2.5 2.8 3.4 5.8 6.3 1 5.4 4.2 2.0 1.5 1.5 2.1 2. 2 A 1.,6 1.4 1.1 1.5 _ 2.0 3. 4.3 5 3.1 2.8 1.7 1.7 p O a a a a a a a 1.7 1.3 18 a 3. a 7151a 1. O a 01.8 .8❑ 35.: .7 .3 .3 3 4. a ❑ a ❑ ❑ ❑ p a ❑ ❑ o a ❑ ❑ p ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2. I 2.4 3.3 4.q 5.4 3 4.5 3.1 .6 1. 1.0 1.0 2.2 4.1 2.6 2. a 1.2 1.1 2.4 3.2 4.7 2.6 1.3 1 1.0 O.q a a ❑ ❑ 13 ❑ ❑ p ❑ 4.1 .I I 3.5 3.54. 3 3.5 2.4 1.3 1.6 1.3 a ❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ 5. 5.2 3. 2.4 ❑ .4 3.8 2. a ❑ ❑ a ❑ ❑ ❑ a a a ❑ 6 r.7 6.6 5.3 3.8 4.3 AA 3.7 2.4 1 a 5.2 4.2_ 3-0 5. 5.2 4.q 4.7 4.q a I 4.3 3.3 q a .2 5.6 3.6 p ❑ ❑ a o ❑ a a a a 4.E 4.3 42 3.5 5.1 3.8 q a . �1 4.3 3fi 2. 2.4 3.0 5.4 5.q a .1 5.3 4.2 a a p .0 3.q 1.2 .2 2.1 a3.2 5.2 a.5 4.q 2.8 1.7 1 22 2. I.q i6 0 0 ❑ a p a a ❑ a a a cx a a a a ❑ a 1.7 1.4 O.q 1 2.0 2. 2.9 13 a a ❑ ❑ a 1.6 2.0232 211.3 .8 2 IN .4 I2.1 1&3 2.5 I.q .q . O 14 ❑ p a p ❑ a ❑ a ❑ p ❑ p ❑ a ❑ ❑• a ❑ a ❑ p a ❑ ❑ a ❑ ❑ o ❑ a 2.q 3.5 2.4 2.1 1.5 1.4 2.0 3.6 5.0 5.3 3.5 2.2 1.2 OA 1.2 2.2 3.q 4.5 4.4 2.q 1.5 1.1 1.2 2.0 3.4 4.8 q 3.5 1. ❑ ❑ a ❑ a a ❑ ❑ ❑ a ❑ p ❑ ❑ a a a ❑ ❑ a a 4.1 5. 4.0 2. 1.3 I. 4.5 50 3. 1.4 I. 1.6 .7 5 .7 44 2.1 1.4 1. 2. 6 6 4.7 2. a a ❑ p LE a a ❑ ❑ ❑ a ❑ a a p ❑ ❑ p ❑ ❑ a 5.7 4.7 2. 1 4.6 .4 I 6�7 4.5 2. • ❑ ❑ a ❑ a ❑ ❑ ❑ ❑ a p ❑ a ❑ 119 5 4.8 2,.6 1.5 1 4 2.0 3.4 A I q 2. 5 1. 1.6 .8 4 I 5 3 5 I.q 3 I. 2. 6 Al q 5.p p p ❑ ❑ ❑ a a ❑ p a ❑ ❑ ❑ a ❑ I ❑ ❑ 4.5 3.0 2.,3 .5 2.5 3. 3.2 2.q 2. 0 I. 2. .3 3. 4 2.5 2.1 .8 I. 2. .6 3. 2.8 2. a a a ❑ ❑ a ❑ ❑ a ❑ a a p a a ❑ o a a a a o a p a a 22.6 3.0 2.1 2.1 2.4 2.0 2.4 2.6 2.4 I cl 2.1 I.q 2.1 2.2 2.5 2.8 2.0 2.2 1.5 1.5 l.q 2.1 2.9 2.8 2.4 1.8 I J ;--.4.1 !A 61-�. 2,• -I47 l� 2,3_3,LL 1:1_� 4 12 _L.8 r 4_S8. 7 G' Ig I a II 1 1 1 I 1 Numeric E3ummary Project: All Projects Label Calc-Type Units Avg Max Min Avg/Min Max/Min CalcPts Illuminance Fc 2.93 7. q 0.9 3.31 8.78 Luminaire Schedule Project: All Projects Symbol Oty Label Arrangement Lumens LLF Description Ej 12 A D180 40000 0.750 WLS-HFS-5-400-SMH-LFG 25' POLE 3'BASE o -m (o B SINGLE 40000 0.750 WLS-NFS-5-400-SMl-I FG 25' POLE 3'BASE � I I I i I I / PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O NEILL Discipline. to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC LIGHTING PLAN OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: HORZ.: 1"' = 40' REVIEWED BY: DATE VERT.: DATUM: 3 05/26/06 ADDED LIGHT AND REVISED DETAIL HORZ.: 2 03/30/06 PZ COMMENTS VERT.: 1. 03/15/06 GENERAL REVISION 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC: SCALE PROJ. No.: 00-481S10 DATE: 12/20/05 LP. 1. 1 m 0 O w z 2 U 0 Izi- U) w U) 15/06 F03/06 09/06 23/06 26/06 ATE PROJ. No.: 00-481 S10 DATE: 12/20/05 CEA .1 C> Ln w v- Y G O' fu 0 Q lLi C) N Id- O 6 w z Q J U Z) / -1 2" CRUSHED STONE 1 BERM WITH 4" FACE _- �TOP OF BERM ELEVATION 91.5 3. / _ Q 00 CP to CA _ rn I I 2" CRUSHED STONE �dz �- \co I I BERM WITH 4" FACE ,10-) �' -� I I `�' TOP OF BERM \ �0`\-C� 86 I lol ELEVATION 92.0 y � N / � "•r -- I � f I -` R N owl==I==i' �♦ 1 10 10\ , N 2" CRUSHED STONE BERM WITH 4" FACE_ TOP OF BERM ELEVATION 92.0 SF A 81 82 `ys 1 )�� Sri 44aIMa (�O 1 I oR '*� ___�I , DOUBLE ROW OF SILTFENCE TEMPORARY DEWATERING BASIN I I y DIVERSION BERM TO DEWATERING BASIN TO BE MAINTAIN UNTIL FINAL GRADE IS ESTABLISHED � d TEMPORARY DEWATERING BASIN OUTLET STRUCTURE (SEE DETAIL CE.5.1) 18" PERFORATED RISER PIPE WRAPPED IN FILTER FABRIC i SURROUND WITH 3/4" STONE BERM T.P. 111.0 INV. 104.55 - _100- SILTFENCE 106 ]o6 - 108 w 112�r NONE- =r�►U Ow MAN moll a PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL Discipline . to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC CONSERVATION PLAN OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: DATUM: HORZ.: 2 04/03/06 REVIEW COMMENTS VERT.: 1. 03/09/06 REVISED ROAD ALIGNMENT 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 00-481 S10 DATE: 11 /02/05 CE. 1.2 0 0 Z F- U) O U- m f- U Z Q W W NON -WOVEN GEOTEXTILE BOTTOM OF SPILLWAY ELEV. 99.00 DETENTION BASIN EMERGENCY SPILLWAY CATCH BASIN FLOW FINISH GRADE -2x4 WOODEN STAKES DRIVEN MIN. OF 12" INTO THE GROUND WOODEN LATERAL CROSS BRACES AS NEEDED FILTER FABRIC FLOW 0/01 SILT FENCE SHALL CONFORM TO THE REQUIREMENTS SHOWN ON SILT FENCE DETAIL 6' (MINIMUM) BELOW GRADE FILTER FABRIC TO EXTEND SILT FENCEPROTECTION AT CATCH BASINS TOTAL LENGTH = 50'-0" '(TYP.) SECTION A - A SITE ENTI RAILROAD TIE ANTI -TRACK 2 1 /2" BITUM CLASS I WITH 2" LIP PI AN t BOTTOM 18" PERFORATED PIPE WRAPPED IN FILTER FABRIC 2.5" TO 3. 5 "' STONE vow 00o R�Aos Z z+ � 0 0_ 00 OO - 6 I- 1= I 0 °°°°°°° o0°0-°°°- a0o a `° O =11111 00 °000000°° 0 -� 30 PIPE TO =1 I I ° _ 000 1=1 D ET. BAS I N -I 100 0 °0O°0O° =ill oo aoao � I =11111 I�1=1�1=1�1=1�1=1�1=1�1=1jllll� I--EMPORARY SEDIMENT BASIN OU-1--LET S1 RUCTURE FILTER PAVEMENT FABRIC SOIL TO HOLD FABRIC EXISTING GRADE METAL GRATE CATCH BASIN ' FILTER FABRIC FILTER FABRIC PROTECTION FOR CATCH BASINS TER FABRIC NOTES: 1. MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGH OUT CONSTRUCTION PERIOD. 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY MATERIAL THAT MAY BE TRACKED ONTO THE PAVEMENT. ANTI -TRACKING APRON 7.5 OF BASIN 00 O 00° 00° O° 00°n0 000000C300 OC90606C 6060 FLOW TRENCH CUJ / 6" TO 8" DEEP 6" TO 8" WIDE FILTER FA FOLD FABRIC UP ,aZf]Y07_1wa 24" FILTER FABRIC 2" CRUSHED STONE WITH 4" FACE 1 12„ >Aoer_0 0�_°OC_a0 0 -1�961z� DIRECTION O� .. �V �'V �J vo �Q 24.. IJ_ O;O�O�O6O�2 90-- O FAOS` I OF FLOW /Y1M/Y1MMM(Y1(Y1/V1/Y1 F 1 STONE FILTER BERM 1. SET POSTS AND EXCAVATE A 6" X 6" TRENCH, SET POST DOWNSLOPE. 2. STAPLE 'THE WIRE MESH WIRE FENC13�FENCING TO THE POSTS. WIRE FENCING--►� 2"X4"X5' STAKES DRIVEN INTO GRADE 12" MIN., SET 8' TO 10' APART, AND CANTED 10' INTO SLOPE 3. ATTACH FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT INTO THE TRENCH 8". COMPACTED BACK SILT FENCE 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. SITE DEVELOPEMENT SEQUENCE 1. ALL PERIMETER EROSION CONTROL DEVICES INCLUDING SILT FENCE AND ANTI -TRACKING APRON MUST INSTALLED PRIOR TO THE START OF SITE STRIPPING AND GRADING OPERATIONS. TEMPORARY SEDIMENTATION BASIN WILL BE INSTALLED PRIOR TO THE STRAT OF SITE WORK. ALL EROISION CONTROL DEVICE WILL BE MONITORED AND MAINTAINED UNTIL COMPLETION AND FINAL ACCEPTANCE OF THE SITE WOKK. 2. CLEAR TREES TO LIMITS SHOWN ON PLANS. 3. BEGIN EARTHWORK AND CONSTRUCTION OF DETENTION/WATER QUALITY BASIN. INSTALL AND MAINTAIN TEMPORARY DIVERSIONS BERM(S) AND DEWATERING BASINS. 4• INSTALL STORMWATER OUTLET SYSTEM CONSISTING OF SEDIMENTATION CHAMBER AND 30" PIPE TO TEMPORARY SEDIMENTATION/DEWATERING BASIN. ENERGY DISSIPATORS, GRASS SWALES AND STONE FILTER BERM. 5, THE DETENTION BASIN/WATER QUALITY BASIN MUST BE FULLY COMPLETE WITH ALL GRADING AND VEGETATION ESTABLISHMENTS COMPLETED AND GROWING PPICIP Tn THE' ICCI IANlCE O A B:JILDING PEP KAIT 6• GRADE SITE. STABILIZE ALL EARTHWORK AFTER CUTS AND FILLS HAVE BEEN COMPLETED. 7. TEMPORARY SEDIMENTATION/DEWATERING BASIN IS TO BE MAINTAINED DOWNSLOPE OF FILLING OPERATIONS, AND ARE TO BE CONSTRUCTED PRIOR TO STORM EVENTS. BASINS ARE TO BE SIZED ACCORDING TO CT DEP GUIDELINES (134 CY PER ACRE DRAINED). 8. INSTALL SITE DRAINAGE SYSTEM AND PLACE HAYBALE PROTECTION AROUND NEW DRAINAGE STRUCTURES. 9. CONTINUE SITE AND ROAD WORK, CONSTRUCT BUILDING FOUNDATION. CONNECT FOUNDATION DRAINS TO STORM SEWER SYSTEM. 10, INSTALL ALL SITE UTILITIES . 11.PREPARE SUBBASE FOR PARKING AREAS AND WALKS AND PLACE PAVEMENT. 12. CONTINUE CONSTRUCTION OF BUILDING. 13. PLACE TOPSOIL, INSTALL ALL REMAINING EROSION CONTROLS, INCLUDING SLOPE STABILIZATION. 14. SEED LAWN AREAS AND INSTALL LANDSCAPING. 15. ALL DISTURBED AREAS SHALL BE PAVED, SEEDED, OR LANDSCAPED AS SOON AS FINAL FINISHED GRADES ARE ATTAINED. SEEDING SHALL BE IMPLEMENTED WITHIN 7 DAYS OF REACHING FINAL GRADES. WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR HAVE BEEN TEMPORARILY SUSPENDED FOR MORE THAN 7 DAYS OR WHEN FINAL GRADES ARE REACHED, STABILIZATION PRACTICES SHALL BE IMPLEMENTED WITHIN 7 DAYS. AREAS THAT REMAIN DISTURBED BUT INACTIVE FOR AT LEAST 30 DAYS SHALL RECEIVE TEMPORARY SEEDING. IN ALL CASES, STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE. 16. AFTER SITE IS FULLY STABILIZED, REMOVE AND REGRADE TEMPORARY SEDIMENTATION BASIN AND SILT FENCE. 17. ANY ON -SITE SOILS THAT WILL BE PLACED IN ANY REGULATED AREA BY THE TOWN OF SOUTH WINDSOR'S INLAND WETLANDS, WATERCOURSES AND CONSERVATION COMMISSION WILL BE CONSISTENT WITH THE CONNECTICUT REMEDIATION STANDARD CRITERIA. OPERATIONS AND MAINTENANCE PLAN 1. THE CATCH BASIN SUMPS SHALL BE CLEANED OF SEDIMENT AND DEBRIS ANNUALLY. CATCH BASIN FRAMES SHALL BE INSPECTED MONTHLY: CATCH BASIN FRAMES SHALL BE CLEANED OF DEBRIS AS OFTEN AS NECESSARY. 2. LANDSCAPED AREAS ARE TO BE PROPERLY MAINTAINED AND KEPT FREE OF LITTER. LITTER ON THE SITE IS TO BE PICKED UP AND PROPERLY DISPOSED OF. 3. THE DETENTION BASIN IS TO BE MAINTAINED BY KEEPING THE SIDE SLOPES AND SURROUNDING AREAS MOWED AND FREE OF BRUSH AND TREES. BASIN TOP SIDES AND SLOPES TO BE MOWED MONTHLY DURING THE GROWING SEASON. 4. ALL STORMWATER FACILITIES ARE TO BE INSPECTED FOLLOWING HEAVY RAINS. ANY EROSION IS TO BE STABILIZED AS SOON AS POSSIBLE, AND ANY CLOGGED STRUCTURES ARE TO BE UNCLOGGED. 5. PARKING LOT, SIDEWALKS AND DRIVEWAYS ARE TO BE SWEPT REGULARLY AND KEPT FREE OF LITTER AND DEBRIS. 6. VORTECHS UNIT IS TO BE CLEANED AND INSPECTED ANNUALLY. 24 6" OF 2" STONE FACING 4"-6" STONE Mo ------- 0 q�o�F O DIRECTION PON 18" 0 00o0610C9 Q°0 SF OF FLOW ron�`in � n�o 6" STONE CHECK DAM EROSION & SEDIMENT CONTROL NARRATIVE 1.1 THE FOLLOWING SEDIMENT & EROSION CONTROL NOTES APPLY TO THE CONSTRUCTION OF THE PROPOSED SOUTH OFFICE BUILDING. EROSION CONTROL MEASURES ARE TO BE INSTALLED AS NOTED IN THE CONSTRUCTION SEQUENCE BELOW. 1.2 THE TOTAL PROJECT AREA IS APPROXIMATELY 4.5 ACRES. APPROXIMATELY 1 ACRE OF UPLAND REVIEW AREA WILL BE DISTURBED DURING CONSTRUCTION. 0.00 ACRES OF WETLANDS AREAS WILL BE FILLED 1.3 SPECIAL CARE SHALL BE TAKEN TO PREVENT SEDIMENTS CAUSED BY EROSION FROM ENTERING ADJACENT WETLANDS. CONSTRUCTION OF SOUTH OFFICE BUILDING IS SCHEDULED TO BEGIN IN THE 1.4 SUMMER OF 2004. COMPLETION OF THE PROJECT IS SCHEDULED FOR SUMMER OF 2005. 1.5 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", 2002 OR LATEST EDITION AND TOWN OF SOUTH WINDSOR REGULATIONS. EROSION CONTROLS ARE TO COMPLY Y WITH THE PLANK ANDPROJECT SPECIFICATIONS ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED BY THE CONTRACTOR AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. MICHELLE CARLSON, PROJECT MANAGER FOR FUSS & O'NEILL CONSULTING ENGINEERS, INC. (860) 646-2469, SHALL BE CONTACTED FOR EROSION CONTROL INQUIRIES. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN OF SOUTH WINDSOR IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-430B) AT NO ADDITIONAL COST TO OWNER. 1.6 THE CONSTRUCTION SEQUENCE IS NOTED ON THIS PLAN SHEET. 1.7 NO FEDERAL PERMITS ARE REQUIRED FOR THIS PROJECT A GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS ASSOCIATED WITH CONSTRUCTION ACTIVITIES WILL BE REQUIRED FROM THE CTDEP. FINAL INLAND WETLANDS AND PLANING & ZONING COMMESSION APPROVALS ARE REQUIRED FROM THE TOWN OF SOUTH WINDSOR. 1.8 THE PROJECT SPECIFICATIONS, DETAILS, AND DRAINAGE REPORT, SHALL ALSO BE CONSIDERED PART OF THE E&S PLAN. EROSION & SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR SILT FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 3. THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 5. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. OUTSIDE OF THE GROWING SEASON, ONLY WOOD MULCH SHALL BE USED. 6. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 7. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN OF SOUTH WINDSOR PRIOR TO CONSTRUCTION. 8. INSPECTION. A CERTIFIED SOIL SCIENTIST OR LICENSED PROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 1.0 INCH OR GREATER. INSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION MONTHLY. WHERE SITES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS. 9. SEE LANDSCAPE PLAN FOR SEED MIXTURE PLACED ON 4" MIN. TOPSOIL. 10.ALL STUMPS SHALL BE DISPOSED OF IN ACCORDANCE WITH STATE AND TOWN REGULATIONS. TOP OF SLOPE 4' + ON BUCKLAND ROAD SLOPE - USE (PERM) UNDER TOPSOIL SEE BUCKLAND RD SLOPE PLANTING LIST A EROSION CONTROL MAT BY NORTH �- AMERICAN GREEN, TYPE SC150. ON 2:1 SLOPE � END MAT BUCKLAND ROAD SLOPE PLANTING LIST 60% LATHCO FLATPEA 6" TOPSOIL \��TOE OF SLOPE 36% ANNUAL RYEGRASS _ 4% PERENNIAL PEA E��APPLY SEED AT 1 LBS PER 1,000 SF SECTION NOTES: PLAN BMATS SHALL BE STAPLED TO SLOPE, I-' 171 1-1 C' I r1 A I /-N r1 A 1 T r1 t-% I 1 I A T C' REFER TO MANUFACTURERS tKUJIUIN UUN I KUL MA I J DETAILS IF APIIRVI. PATONSTERN. FOR DETAILS OF STAPLING PATTERN. PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL Discipline, to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC CONSERVATION DETAILS OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT 6 05/26/06 REVISED NOTES CHIEF DESIGNER: HORZ.: NI.T.S. 5 4/03/06 TOWN COMMENTS REVIEWED BY: DATE VERT.: 4 03/30/06 PZ COMMENTS DATUM: 3 03/15/06 GENERAL REVISIONS HORZ.: 2. 03/09/06 ADDED TEMP BASIN OUTLET STRUCTURE VERT.: 1. 01/26/06 REVISED PER TOWN COMMENTS 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE EROSION MAT DOWN SLOPE PROJ. No.: 2000481 S10 DATE: 12/20/05 CE.5.1 0 0 Z F_ O� u_ m F— U z Q J tM w > � o LU �o Co 0 0 / z 0 J / 00 / 0 0 0 N 0 a j M No. 6" x 3/8" x < STEEL RAIL (T 6" x 3/8" x 2'— STEEL SPLICE P 3/4" x 8 1 /2" AASh FBC20 CARRAGE BOLT W/ NUT & WA`. (TYP.) 5/8" x 7" AASHTO FBC16 CARRIAGE BOLT W/ NUT & WASHER (TYP.) DELINEATOR REFLECTOR SEE NOTE 2 AND SPACING TABLE (TABLE 1) 0 SPLICE PLATE 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS , 0 n -7 /n" -7„ 6'-6" LONG POST CONNECTION PLAN (DIMENSIONS ARE TYPICAL) 3 1 /2" 6" x 12" x 9'-11 1 /2" ROUGH SAWN TIMBER RAIL „ 1 � / 1 2" STEEL RAIL STEEL POSTS, 10' O.C. (TYP.) IL 1" MIN. GALV. COATED POST CONNECTION ELEVATION TABLE 2 RADIUS R (ft..) B/2 (Degrees) D (1 inches) 35 min. 4.10 5/8" Over 70 Flat 0 2'— 6" HOLE (TYP.) �— . '1 1 9— 6is 3„7 :I —)I— =1 /2» 3„ 3„ _r —1 6" x 12" x 9' —11 1/2" ROUGH SAWN TIMBER RAILip 2' — 3" 2' — 6" 2' — 6" 101.1 2' — 3" " DIA. HOLES (TYP.) Sit-0 0 C� 0 0 11/16"X19/16 SLOTS (TYP.) ?" DIA. HOLES FOR I I -' 0 - _1 0 0 1 1/2P (TYP.) LAG SCREWS TYP. 3/4x2 1/4" BOLT SLOTS � �--- - --- 3 -- o END OF 1 1/2" 7/8"x1 1 /4" BOLT SLOTS(TYP) 0 0 0 ------ --TIMBER RAIL �. x 4" LAG SCREW 1 2„ 3" (TYP.) 1/ _ 3/8" HOLES STEEL IN TIMBER (TYP.) 6" 3" 8 1 /4'8 1 /4" 3"Pilo `I'-1 1 /2" 1'-1 1 /2" 3" 1'-1 1 /2" 1'-1 1 /2" 3" 8 1 /4"8 1 /4' 3" 6" 2 3/4" (TYP.) oil BLOCKOUT N OTES DELINEATOR REFLECTOR 4" x 8" x 11" BLOCK 1" 3 1 /2" 3„ 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS STEEL RAIL & SPLICE PLATE TOP OF SLOPE =— ullamui_m_maul`�OR WALL VARIES SECTION A— A STEEL BACKED TIMBER GUIDE RAIL UNCOATED ASTM A 588 STEEL 4'-2" TO 4'-5" GALVANIZED IN ACCORDANCE WITH ASTM A 123 POST DETAIL STEEL RAIL DETAIL 1 1 /2" A 3 1 /2" ?" DIA. HOLES (4) 1 1/4" 0 anchor bolts min. 1 —3 into concrete 4 3/4" 0 x 10 1 2" high strength carriage bolt with nut and washer (Typ.) GUIDERA STEEL SPLICE RAIL STEEL RAIL BACKING SC� V18' SEE DETAIL FOR BURIED ANCHOR 6" II -III -III=III —III=III GROUND LINE 10' TYP. ELEVATION MAN• 30' _ 0" SYSTEM OR ENS ANCHORAGE LIMITS F TOP OF FILL SIDE SLOPE AR ZONE OFFSET EDGE OF PAVEMENTS PLAN CONCRETE ANCHOR FOR TERMINAL SECTION FULLY GALVANIZED POSTS GU I DERAI L END ANCHORAGE TYPE I X J PLAN 1. DELINEATOR REFLECTORS SHALL BE BROWN PLASTIC INVERTED T—SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020, OR APPROVED EQUAL. REFLECTIVE SHEETING SHALL BE SQUARE AND A MIN. OF 9 SQUARE INCHES, AND CONFORM TO SECTION M.18.09. DELINEATORS SHALL BE ATTACHED WITH FOUR (4) 1"—LONG, GALVANIZED WOOD SREWS. REFLECTORS SHALL BE SPACED IN ACCORDANCE WITH THE TABLE, AND POSITIONED PERPENDICULAR TO THE ADJACENT EDGE OF LANE. DO NOT ATTACH REFLECTORS ON FLAIR OR TERMINAL SECTIONS. REFLECTIVE SHEETING SHALL BE SILVER —WHITE ON ALL RAIL SECTIONS ADJACENT TO THE RIGHT SHOULDER, AND YELLOW ON RAIL SECTIONS ADJACENT TO THE LEFT SHOULDER OF TRAVEL LANES. 2. A 5/8" DIA. X 4" LAG SCREW AND WASHER SHALL BE INSTALLED IN PLACE OF THE 5/8" DIA. X 13" CARRIAGE BOLT IN THE ABSENCE OF ANY MID —RAIL POST CONNECTION. 3 ALL CONNECTION HARDWARE SHALL BE SUFFICIENTLY TIGHTENED TO ACCOMMODATE FOR SHRINKAGE OF THE WOOD ELEMENTS. NOTES: 1. Wr 15 x 86.5 and 3/8" steel plate buried in the ground shall be galvanized in accordance with ASTM A123. 2. Anchor bolts, carriage bolts, and all required nuts and washers shall be galvanized in accordance with ASTM A153. 41 D Wr 15 x 86. See Detail "I —f C Guiderail 1'-0" 1'-0" 2'-0" 3'-1" I I 3'-1" VIEW C—C VIEW D—D DETAILS OF BURIED ANCHOR PROJ. MANAGER: SEAL SEAL SCALE: FUSS & ONEILL Discipline,; to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC GUIDE RAIL DETAILS OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: = HORZ.: VERT.: _ DATE 0 DESCRIPTION BY REVISIONS GRAPHIC SCALE jolts 0 PROJ. No.: 2000-481 S10 DATE: 12/20/05 C1.5.1 0 Q 0 z a I — CO O LL om ►- 0 0 66 0 w i O m Q 00 mot• I— z w Ul w > CL �-- 1 2 HANDICAPPED N PARKING STATE PERMIT REQUIRED VIOLATORS SUBJECT TO PENALTY BACKGROUND —BLUE, REFLECTORIZED LEGEND —SILVER, REFLECTORIZED WHITE 2"x2" STEEL TUBE WITH WELDED TOP CAP ANCHORED 24" IN SOLID CONCRETE. CONNDOT SIGN NO. 31-0629(P) HANDICAP SIGN T1VE PAINT OF PARKING SPACE HANDICAP SYMBOL I IAAII'll /l A(l !�1 /1A1 IT/I'1 I Illlv✓IVnI vA'HV J1/"lLL I I/-IIVVIV(ll JI/"lLL HANDICAP PARKING STALLS GUTTER LIV- RAMP 1 "/FT WALK RAMP 1 "/FT WALK TEXTURED SURFACE IiVI.I�IIVl7 RAMP SECTION E—E STOP n STANDARD DOT `j I `� METAL SIGN POST L NOTE: TYPICAL SIGN DETAIL, SEE PAVEMENT MARKING AND SIGNING PLAN FOR SIGN TYPES AND LOCATIONS SIGNS NHITE STRIPING STALLS NHITE CROSS HATCHING HAIRPIN STRIPING 24" CLEAR OF CORNER WHERE APPLICABLE �— PRECAST CONC. CURB WIDTH VARIES I C SEE PLANS 1f RADIUS TO FIT ISLAND WIDTH 2' R TYPICAL PARKING ISLAND NOSE PLAN 6' ANSITION FLUSH CURB AT HANDICAP AREA SLOPE E PLAN RAMP NOTES: 1. SIDEWALK RAMPS SHALL BE CONSTRUCTED AS SHOWN ON PLANS. 2. CARE SHALL BE TAKEN TO INSURE A UNIFORM GRADE ON THE RAMP. FREE OF SAGS AND SHORT GRADE CHANGES. 3. WIDTH OF SIDEWALK RAMP SHALL BE AS SHOWN. 4. THE BOTTOM OF RAMP SHALL BE BEVELED AT THE GUTTER LINE. 4" I 4' MIN. 1 /4" / FT. 6' ANSITI( SLOPE HANDICAP PARKING RAMP 4" 5" CONCRETE CLASS "C" (8" CONC. AT DRIVES WITH 6X6X1O/10 WIRE MESH) 8" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5.01.1) SECTION C—C PAINTED TRAFFIC ARROWS 5'-0" --.,-.CURB TOP OF CURB 06 T OT q,OAO� PLAN oR Ty,S HANDICAP RAMP 5. THE MAX. SLOPE OF THE RAMP SHALL BE 1" PER FOOT. 6. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE LATEST APPLICABLE STATUTES OF THE STATE OF CONNECTICUT. CONCERNING THE CONSTRUCTION OF SIDEWALK RAMPS. 7. SEE CONCRETE SIDEWALK DETAIL FOR DETAILS NOT SHOWN 5'-0" 5'-0" 1/2" PREFORMED EXPANSION JOINT _ MATERIAL EVERY 15' c CONCRETE SIDEWALK PLAN TOOLED JOINT 1 /3 SIDEWALK DEPTH NOTES: 1. 1/2" EXPANSION JOINT BETWEEN FOUNDATION WALL AND CONCRETE SLAB WHERE APPLICABLE. 2. 1" EXPANSION JOINT AND FILLER AT 25' 3. SEE ARCHITECTURAL PLANS FOR FENCE ENCLOUSURE DETAILS. 6" MIN. CLEAR BETWEEN FENCE AND CONCRETE PAD. 12" CONTROL JOINT AT 15' MAX. WITH POURED JOINT SEAL 1/4"x 2 2/3" DEEP SAW CUT OR FORMED /—W/6x6 W1.4x1.4 WWF 'r. •. ' b •'r .e. e . orb •. 00 o• r • e• .p 0.:0, o. N o' o .o o' PROCESSED AGGREGATE BASE SECTION CONCRETE DUMPSTER PAD D TO PINE BE • PROVIDE POSTS APPROPRIATE FOR GATES PROVIDE CLOSING AND LOCKING MECHANISM ON GATES DUMPSTER ENCLOSURE PROJ. MANAGER: MMC SEAL SEAL SCALE: FUSS & O'NEILL _ Discipline : to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK LLC CONSTRUCTION DETAILS OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: DRC HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1. 03/30/06 PZ COMMENTS 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 2000481S10 DATE: 12/20/05 C1.5.2 NOTES: 0 Q 0 Z Q Cn 0 LL. m I— U z Q J 0 J 66 U CAP UNIT ADHERE TO TOP UNIT CONCRETE ADHESIVE - ITOP OF WALL ELEVATION APPLIES ` SEE GRADING PLAN MODULAR CONCRETE FACING UNITS FIN. GRADE AT BASE OF WALL APPLIES SEE GRADING ROUND MPS' OQE ROUND IMPERVIOUS FILL 12" DEEP DRAINAGE AGGREGATE 12" THICK MIN. !L �� 4" DIA. (MIN.) DRAIN PIPE OUTLET ® END OF WALL ''�► "'` OR Q 40' CENTERS MAX. SLOPE TO DRAIN (1/8"/FT.) W/FILTER FABRIC II I�IJJ..--_� IIIJ g 111 IMPERVIOUS FILL GRANULAR LEVELING PAD 6" THICK MIN. BOTTOM OF WALL ELEVATION SET BY WALL MANUFACTURERS DESIGNER ENGINEER. OUTLET BELOW WALL AS NECESSARY TYPICAL SECTION - MODULAR CONCRETE RETAINING WALL NOT TO SCALE GEOSYNTHETIC REINFORCEMENT RETAINED BACK FILL APPROX. EXCAVATIVIV LINE REINFORCED BACK FILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY RETAINING WALL NOTES 1. DETAILS AND NOTES DEPICTED HEREON ARE BASED ON VERSA-LOK RETAINING WALL SYSTEM. CONTRACTOR SHALL USE DETAILS AND INSTALLATION INSTRUCTIONS FROM APPROVED MANUFACTURER IN ACCORDANCE WITH SPECIFICATIONS. ACCEPTABLE WALL MANUFACTURERS SHALL INCLUDE VERSA-LOK, KEYSTONE, THE REINFORCED EARTH COMPANY, OR EQUAL AS APPROVED BY THE ENGINEER. 2. STRIP VEGETATION AND ORGANIC SOIL FROM WALL AND GEOSYNTHETIC ALIGNMENT. 3. BENCH CUT ALL EXCAVATED SLOPES. 4. DO NOT OVER EXCAVATE UNLESS DIRECTED BY ENGINEER TO REMOVE UNSUITABLE SOIL. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHED GRAVEL, 6" THICK MIN. 6. CONTRACTOR MAY OPT FOR A LEAN CONCRETE PAD IN LIEU OF LEVELING PAD. CONCRETE PAD SHALL BE UNREINFORCED, 3" THICK MAXIMUM. 7. MINIMUM EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 6" FOR WALL HEIGHTS UNDER 4 FT. AND 12" FOR WALLS OVER 4 FT.. 8. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME FILL BEHIND UNITS IS COMPACTED. 9. DRAINAGE AGGREGATE SHALL BE INSTALLED DIRECTLY BEHIND THE WALL WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF WALL. 10. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY.(ASTM D-698) 11. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 12. COMPACTION WITHIN 3 FT. OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 13. GEOSYNTHETIC TYPE, LENGTH, AND LOCATION SHALL BE PER WALL MANUFACTURER'S DESIGN. 14. GEOSYNTHETIC SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE UNDER CONSTRUCTION. 16. ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER WALL IS COMPLETED. 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 18. COLOR: DARK BROWN 19. DETAILED WALL CONSTRUCTION PLANS, STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT, ARE TO BE SUBMITTED TO THE TOWN OF SOUTH WINDSOR FOR REVIEW PRIOR TO CONSTRUCTION. MODULAR BLOCK RETAINING WALL m LENGTHS VARY 3' MIN. - 8' MAX. CURVE RADIUS 2'-6'-12'-15'-20'-25'-30'-40'- 1/2" EXPANSION JOINT EVERY 40 FT. OTHERWISE BUTT ENDS TOGETHER r-1" CHAMFER BARS 1" DIA.x 4 1/2" DEEP DOWEL HOLES ELEVATION P.S.I. CONCRETE awl CONCRETE SET LIMITS 6" 8" 6" GRAVEL BASE FOR STRAIGHT SECTIONS -SET IN CONC. FOR RADIUS SECTIONS ELEVATION UP TO AND INCLUDING 30'R. NOTE: DIMENSIONS AND DETAILS ARE SUBJECT TO MANUFACTURES TOLERANCES. VA A 6' MAX. C::: VAR1 ES s' TRANSITION SECTION 2 FT. RADIUS PRECAST CONCRETE CURB '— 4" TOPSOIL L— 10" GRAVEL NON —WOVEN FILTER FABRIC GRAVEL ACCESS DRIVE SECTION PARKING LOT TYPICAL SECTION 1 /2" FT. 12' TRAVEL LANE HEAVY DUTY PAVEMENT BASELINE 3 /8" FT. 12' TRAVE HEAVY DUTY POINT OF APf OF GRADE 3/8" : FT. 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.1 d4. FORM 814 A TYPE "K2" BIT. CURB 1 1 /2"R 4" TOPSOIL AND SEED I -DII. I.iVIVI.�. DIIVUCfC "-- —ROAD BASE R1TUMIN0I)S I IP MIR SFCTInN - LANE 4' 4' PAVEMENT SEE PLAN OR LOCATI 'LICATION 11G1—\ I 1 /2"/FT. I r EVERGREEN WAY TYPICAL SECTION TAMARACK AVENUE TYPICAL SECTION LEGEND HEAVY DUTY PAVEMENT AO 1 1/2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE AND 2 1 /2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE © 6" PROCESSED TRAPROCK BASE MEET GRADATION M05.01-1 © IN CUT AREAS A 12" MIN. BANK RUN GRAVEL SUBBASE (MEET GRADATION M2.06 GRADING B) TO BE PLACED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IF SO DETERMINED BY THE ENGINEER. PARKING LOT PAVEMENT Op 1 " BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE AND 2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE OE 6" PROCESSED TRAPROCK BASE MEET GRADATION M05.01-1 O IN CUT AREAS A 10" MIN. BANK RUN GRAVEL SUBBASE (MEET GRADATION M2.06 GRADING B) TO BE PLACED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IF SO DETERMINED BY THE ENGINEER. 11 S�0'0 �qR/ES �i1MgX. © BITUMINOUS CONCRETE CURB OH 4" TOPSOIL AND SEED 2Q STEEL POST/ STEEL BACKED WOOD RAIL JO PRECAST CONCRETE CURB OM 5" CONCRETE SIDEWALK © 2 1 /2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED IF ROCK IS ENCOUNTERED AN ADDITIONAL 12" GRAVEL SUBBASE SHALL BE PLACED IF GROUND WATER IS ENCOUNTERED SLOTTED 6" PVC PLACED IN CRUSHED STONE SHALL BE INSTALLED FOLLOWING THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEER. PROJ. MANAGER: SEAL SEAL SCALE: i FUSS & O NEILL Discipline : to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK LLC , TYPICAL SECTIONS OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: HORZ_N.T.S. REVIEWED BY: DATE VERT.: DATUM: F1.05/02/06 HORZ.: 26/06 REVISED ACCESS DRIVE DETAIL VERT.: REVISED PER TOWN COMMENTS 0 ATE DESCRIPTION BY REVISIONS GRAPHIC SCALE 1 PROJ. No.: 2000481S10 DATE: 12/20/05 C 1.5.3 n, Q ❑ z Q E— �I O LL m H U Z Q J W > W > U) a. z R. 5/8" DIA. HOLES FOR 2-#4 BARS 5'-6" LONG (TYPICAL) PRECAST CONCRETE UNIT 4" STEEL I BEAM S4x9.5 4'-9" LONG PRECAST CONCRETE MASONRY UNITS POURED CONCRETE OR PRECAST SUMP 5 i013/16" 1'-8 3/8° L 1'-83/8° 1A1%16i,5 lo �--- - '-31 s 30- 3/4- 313/16 1A 1 811 4'-8 3/8" $„ 6'-0 3/8" SEE DETAIL "C" 2—#4 BARS —10" LONG MINIMUM DEPTH UNLESS SPECIFICATION ORDERED OTHERWISE, UNDER TRAVELWAY 1'-71/2", UNDER UNTRAVELED AREAS 0'-3" FRONT ELEVATION DETAIL "C„ SIDE ELEVATION TYPE "C-L" CATCH BASIN DOUBLE GRATE TYPE DIMENSIONS DIA. A B C D E F R-1 R-2 12 4" 2'-0" 6'-0 3 8' 6'-0 3 8' 2'-0" 1'-7 15 1 " 1'-0 1 4' 9" 15" 6" 2'-3" 3'-10" 6'-1 " 2'-6" 2'-0 5 16 1'-0 1 2' 11 " 18" 9" 2'-3" S-10" 6'-1" S-0" 2'-5" 1'-3 1 2' 1'-0" 24" 9 1 2" S-7 1 2 2'-6" 6'-1 1 2' 4'-0" 2'-9 3 16 1'-4 1311 3 1'-2" 30 1 -0 4-6 1 -7 3/4' 6'- 1 3/4' 5 -0 3 -1 1 -6 1 2 1 -3 36 1'-3" 5'-3" 2'-10 3 " 8'-1 3/4' 6'-0" 3-11 13 1 12'-0 5 16 1'-8" 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6" 4'-5 7 8" 21'-3 2' 1'-10" 48 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 1 4'-8 1 2" 2'-4 1 2' 1'-10" R1j P LAN POURED COP ANCHORED TO CULVERT END SECTION X-X NOTES: JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT AS REQUIRED TO CONFORM TO PIPE. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS. STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12" GRAVEL BASE. F SECTION Y-Y CONCRETE CULVERT END I� 1 t 2» 2n 2" 1 "4p . 0" 0$" 11 " 2" 2-#4x4'-O" LONGS f L 3p 3" TOP OF FRAME APPLES PRECAST CONCRETE Kv 3 " `' = " UNIT : V,, 2' 81p 114 2' 1 " g„ "4 (V U) W_ PRECAST CONCRETE OR MASONRY UNITS N =n I . I 1 POURED CONCRETE OR PRECAST SUMP g" 4' 8" 8" 3, 8p 5'-4" 4'-4" FRONT FL ATI -N 'W)F FL FVATION TYPE "C" CATCH BASIN NOTE: GRASS SEED TO BE APPLIED ON SWALE AT MINUMUM RATE OF 6 LBS/1000 SF. 12" TOPSOIL SOUTH WINDSOR STANDARD FRAM AND COVER ADJUST FRAME TO FIN. WITH BRICK (12" MAX.) STEEL -REINFORCED POLY- PROPYLENE OR ALUMINUM MANHOLE STEPS TO BE CAST IN PRECAST UNIT GRASS SWALE DURING CONSTRUCTION. LO 3'-0" I THE PORTION OF ALUMINUM TO BE IMBEDDED IN CONC. SHALL HAVE PROTECTIVE N COATING OF ZINC CHROMATE OR APPROVED BITUMASTIC MATERIAL PRIOR TO I iv PRECAST. ALL JOINTS TO BE POINTED FLUSH AND FULL 4,—O" 8" Sp CONCRETE OR BRICK INVERT. 6" 6" 04 cV 6'-4" DIA. STORM MANHOLE ROOF LEADER SEAL BETWEEN LEADER AND PICK—UP PIPE CLEAN OUT (CO) WITH DROP —IN SOLID GRATE SET FLUSH WITH FINISH GROUND (USE METAL FRAME AND CAP WHEN PLACED IN CONC. OR PAVEMENT) GALVANIZED SINGLE FRAME — AND GRATE (TYPE- B) - PLACE BEARING BARS VERTICAL 5" REINF.CONC. SLAB-NO.4 BARS ® 6" EACH WAY WITH 2" COVER GALVANIZED DOUBLE FRAME AND GRATE (TYPE B) - PLACE BEARING BARS VERTICAL 12" HIGH-2" STONE CHECK DAM SEE PLANS FOR LOCATIONS MATCH TO EXISTING GRADE FLOW LINE 2 '-6" MIN. SOIL WIDTH AND SHAPE SEE 40 SCALE PLANS 2" TO 3" BARK MULCH 1:3 MAX. SIDE SLOPE 18" ROUND r-6' MAX. PONDING TRASH RACK FRAME AND GRATE 4'-4" GALV. DOUBLE GRATE 7'-10 1/2" GALV. DOUBLE GRATE MOD. DOT CATCH BASIN STANDARD CONN. DOT TYPE C-L MODIFIED DOT CATCH BASIN DRILL AND GROUT 1/2"OX 10" LONG DOWELS FRAME AND GRATE TOP UNIT SPACED AT 12" AND SET 4"DEEP INTO STRUCTURE RISER STRUCTURE SHALL BE 8' 6'-6 1/2" 8' 8' 31-0' 8 UNITS WITH TOP OF BERM EL.=190.00 -� ► ►- FC15T RCP OUTLETOPENING OR GRATE EL. = 188.00 1 /2" 0 X 10"LONG BENT DOWELS SPACED AT 12' 3' CORED INLET INV (6" 0) = 97.0 I I 1 __� 11 2 1 SLOPE FINISHED GRADE AT 2:1 AT SIDES. TRASH RACK FRAME AND GRATE 1.5 USE RIP RAP TO SLOPE AT 1.5:1 WHERE i 1 I i NECESSARY TO REACH REQUIRED GRADES. 1 00 //� I-r----- II BOTTOM OF I 24' OUTLET CORED INLET INV 10"� = 90.0 I RISER x /-- AT EL. 89.5 ----- - - - - - - - BOTTOM OF INSIDE OF RISER AT ELEV. 89.5 6" 5'-6" 777— GALVANIZED STEEL BEAM SUPPORT BETWEEN FRAMES PLACE MODIFIED RIP RAP SLOPE PAVING TRASH RACK UNIT S4x9.5 x 3'-10" LONG AROUND RISER FOR FOR MIN. 5' WIDTH 5" REINF.CONC. SIDES-NO.4 BARS 1/4" FILLET WELD FRAMES TO BEAM. 6" EACH WAY WITH 2" COVER FRONT ELEVATION SIDE ELEVATION OUTLET CONTROL STRUCTURE AT DETENTION BASIN NOT TO SCALE o � 00.000000.0000.a. o 0 o ,0 0 O o 0 0 0° 0 rt 71" 1._�ZpI 1'—�- 71- 2" �I I "'88 1a,1OkIlo4" 1 An �— LEAK -OFF SEE DETAIL BELOW PRECAST CONCRETE UNIT 00 LOAMY SAND SOIL 1f` 2'-8" 1' iV I a l SIDE TYPICAL RAINGARDEN SECTION CURB GUTTER LINE uin .,JNC. PAD SECTION A —,A 24" OPEN 6" CURB 6" TOP OF CURB GUTTER LINE ELIEVA110N PRECAST CONCRETE OR MASONRY UNITS POURED CONCRETE OR _ _ 8" 8" PRECAST SUMP 8„ 8p 4' 3' 5'-4" 4'-4" RON I FLFVA I ION IUF FLFVA I IC TYPE "C-L" CATCH BASIN --------------------------..._.�_ 100, \� i \ I 99 3+ RAIN GARDEN +99.3 I DEPTH T INVERT (SEE GRADING PLAN) VARIES SEE PROFILES � P � ---------- ------- 6"MINA k PROPOSED GRADE 1 " MIN. 12" 12" MIN. MIN. O 0 0 0 0 0 08080 0°0°° 0°0°000 PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE — MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" TRAP HOOD BACKFILL WITH SAND BEDDING OR SUITABLE NATIVE MATERIAL WITH NO STONE LARGER THAN 2" HOC C 1` AS DETERMINED BY THE ON —SITE ENGINEER. O 0 OC +100.1 GUTTER FLOW P� BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL SWEEP SIZE TO FIT ROOF LEADER I o c LONG RADIUS ELBOW GUTTER LINE IN ROCK EXCAVATION OR IN UNSUITABLE / 0 0 C 24 2 LEAK -OFF TO RAIN GARDEN MATERIAL AS DIRECTED BY THE ENGINEER. 12" OR 15" CPP OR PVC 0 0 MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. ^J O O O^ O 0 O O O O O O T.F. 100.00 ASSUMED BACKFILL TO SPRINGLINE OF PIPE PLAN WITH 3/4" STONE WHEN USING BEDDING MATERIAL OFFSET CATCH BASIN FROM CORNER WHERE APPLICABLE POLYTHYLENE OR CPP PIPE ROOF DRAIN PICK-UP PAVED LEAK-OIFF TO RAIN GARDEN OR SWALE STORM TRENCH DETAIL TRACKING DETAIL FOR GRASS SWALE OF J 'LET TRAP HOODS SHALL BE INSTALLED IN CATCH BASINS AS INDICATED ON PLAN. TRAP HOOD PROJ. MANAGER: SEAL SEAL SCALE: FUSS & ONEILL Discipline, t0 Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.Fando.com EVERGREEN WALK, LLC STORM SEWER DETAILS OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: 3 03/15/06 GENERAL REVISIONS HORZ.: 2 03/09/06 ADDED RAIN GARDEN DETAILS VERT.: 1. 01/12/06 REVISED PER TOWN COMMENTS 0 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 2000481S10 DATE: 12/20/05 CU.5.1 0 ry Q 0 z N �I O LL_ m U Z Q J W 1n 2 1/3-2/3 HINGED- ALMONUM LID SS DISCHARGE WYE DISCHARGE MUSHROOM VENT ELECTRICAL QUICK DISCONNECT (EQD) SUPPLY --mot CABLE CABLE CONNECTOR AND BULKHEAD LI7NG ROPE (NYLON) EPDf.1 GROMlAET INLETFITTING FOR Y_ DWV PIPE (FACTORY DRILLED FIELD INSTALLED) 36, �-SS DISCHARGE WYE CISCHARGE el one EQUALIZER I FLEXIBLE 24' - 63" DISCHARGE HOSE COVER OVER DISCH -DISCHARGE SLIDE FACE QUICK DISCONNECT —SS DISCHARGI= wYt 14" FEMALE NPT -Y.Ty.sL 1308 gal 13' 7" 0sal 160 sal FtBERG SS � —sd 60.0' -�� TANK ,� FSAL� (3 WITH ANTI -FLOAT r � SE1ADISPLACEMENT TYPE PUMP--2 O:RECTLY DRIVEN BY 1 HP MOTOR CAPABLE OF DELIVERING 9 sppm AT 135' T.D.H. (34 Ipm AT 42m TD.HJ SGS 05-14-04 1 1/32 TANK BASE DETAIL EACIMLL AN3 BALLAST AS FEQJIRED PER ENGINEERS SPEGFICATIotg------------- y DR 13Y CH<'D DATE ISSUE SCALE env i ronmen t I one s�le,Fy.� �jf MRPORAT1GN 0 ► -apaL� QUADRIPLEX, 60 DIA X 96, FIBERGLASS STATION _ 6 y ESD 04-0069 Le��•` Aug 08 2005 12:1.7PM Water Resource Technologi 860.872.6822 P•7 Lid 1-1/4" LATERAL KIT ASSEMBLY Coafed..Cast iron iYfarkell "Sewer'' �"� 141211 Curb Stop: Glass Pilled N3lon }3a113'alve i'pilljix$i0I1itt711g 1 0 ypropylene Ilse with 1-1/4" SDR 9 HDPE or 1-1/4", Sch 40 PVC pipe only. Pressure.,4ating: 150 psi Curb Box %. Coated Cast Iron )�nviz'r51>ttzt ertf' f.3ue S1Y.ir1g eheaic 'Vstlde PCV / Stainless Steel fcompressiou Fitting 141V Poiypropylelzc J/ IPW - n 0 COVER DRILL be COUNTERBORE 1/2" DEEP FOR 1/2- SOCKET HEAD CAP SCREW. (2 PLACES IN COVER) PECIFICATIONS: COVER r Pattern shall be no. 1012 WT manufactured by The Combell Foundry Co. or approved equal. . AASHTO H520-44 highway loading. L_11 be a which meets t/<' FLAT NEOPRENE GASKET 1 material 3rRc�u uc gray Cass 1raC, .. ......, / or exceeds ASTM A48-83, class 30B. DRILL do TAP HOLES IN FRAME FOR All castings supplied with: 1/2--13 THREAD CAP SCREW. LOCATE HOLES FROM COUNTER BORED -Machined bearing surfaces HOLES IN COVER (IN 2 PLACES) -Non-penetrating pick holes 1 /A' i1-1 gasket -,/•r uuL 111c^vpr'c c ga�..�. -1/2' diameter stainless steel cop screws TOWN OF SOUTH WINDSOR STANDARD WATERTIGHT STANDARD DETAIL MANHOLE FRAME & COVER JUNE. 1997 I USED: Aug 08 2005 12:18PM Water Resource Technologi 060.872-6822 P.8 Access Cover Non -Traffic Beariag Tamper Resistant Cast Iron Marked " &Nvee' ts" A,cee;tsway ' PVC Cow & Groove 2" Stairiless Steel 60,38 St�.iill�:ss Steel A a Install pgrASTM D2321 FLUSHING CONNECTION tvo sox Cast iron To Malu 2" rNPT J • • Sltut<t)tTValSe. 2° Ba11'�laly� •- LAWN % STREETS CROSS-COUNTRY PAVED AREAS STANDARD HEAVY DUTY TOPSOIL & SOD OR SEED FRAME AND COVER. 8" $.. I IN UNPAVED AREAS ANCHOR FRAME 431" APPROVED GRANULAR NON - I — WITH CLASS A CONCRETE I ° ; ORGANIC BACKFILL MATERIAL a a ° PLACED AND COMPACTED IN 1, a T ADJUST FRAME TO FINAL GRADE W/BRICK ° UNE FUUI (_l (MAX.) Llf 15. WITH A MIN. HEIGHT OF 1/2" MORTAR AND A MAX. HEIGHT OF 12" O tC> 2'-0" DIA. 2 COATS BITUMINOUS WARNING TAPE PER CUNN. C> Of o) WATERPROOFING MATERIAL GENERAL STATUTE SECTION o -345, AS AMENDED, PLACED �; 16 t C) UNIT DURING MANUFACTURE. MANHOLE STEPS TO BE CAST IN PRECAST d°a 12" (MIN.) TO 24" (MAX.) ABOVE to�� °... `aX a TOP OF PIPE. — —RUBBER "0" RING GASKET . OR BUTYL ROPE JOINT SEAL (TYP.) ° °' ° ° SAND BLANKET ,5� SLOPING SHELF TO DRAIN 12 IN o o ' ' ' `' �'' PIPE AS SPECIFIED I _ d BRICK LINED INVERT (SAN. M.H. ONLY) 1/2 D. PIPE AIL "A" EL --------- `;.�.. Z 0 3/4" BROKEN TRAPROCK C� z APPROVED SEALED JOINT 1/2 o I.D. PIPE p FILTER FABRIC �I 41 I I o / 6"� MIN. a (SEE NOTE) e ` I L 01 E � P.E. x P.E. STUB:::-1-4U.D. Fir,1' PIPE 1' I STAINLESS STEEL STRAP - - - 12" SAND MIN. °' (SAN. M.H. ONLY) : f ;' .4 I SECTION STONE END OF PIPE SHALL BE CUT • 4 FLUSH WITH INSIDE WALL I NOTE: .. , °.'. -j-► A BASE TO BE CONTRUCTED ON 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE :d 6" MIN. .• a ..:: • 4'-0" DIA. •• •.. •.. FRAME 8' MIN. CRUSHED STONE BASE NECESSARY PG. VI-46 F I 2. FILTER FABRIC SHALL BE NONWOVEN STAINLESS STEEL SOCK' SECTION CLASS 2, WITH PERMITTIVITY OF 1' 2'-61) 1' HEAD CAP SCREW - 1/: 13 THD. x 1-1/2" LONG TO 0.1 SEC AND ADS OF 2 REQUIRED LOCATED 0,43 mm TO 0.22r1r1 AND SHALL PIPE - IN GROUND WATER 180 DEG. APART. 1 F—SLOPE ® 3"/FT. MEET AASHTO M288-96 i DETAIL "A" I NOT TO SCALE APPROVED I PUBLIC WORKS DIRECTOR I BRICK LINED INVERT AND SHELF (BRICK NOT REQUIRED FOR STORM M.H.) BRICK MASONRY OR - CLASS A CONCRETE I SECTION A —A SANITARY SEWER MANHOLE YF'ICAL TRENCH SECTION (SEWER WATER MAIN Z SANITARY SEWER WATER CROSSING AT SANITARY SEWER PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O`NEILL Discipline, to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK, LLC SANITARY SEWER DETAILS OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORz.: VERT.: DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 2000481 S10 DATE: 12/20/05 CU-5.2 LEGEND 0 Q 0 Z Q F- U7 OI LL m U Q J ry 0 FINISH SLI MECHA JOINT m— PUSH —ON JOINT NO RESTRAINT 9' + O — PUSH —ON JOINT WITH COVERALL PIPE JOINT RESTRAINERS HYDRANT mT —MECHANICAL JOINT WITH RETAINER GLANDS DEFL COVERALL RESTRAINT ON EACH p o DEFL ° NOTE A — 27' MIN. RESTRAINED LENGTH FROM ALL JOINT OF A HYDRANT LEAD o CLASS "A" CONC. ► ° ° MECHANICAL JOINTS (MAX. OF ONE PIPE p (TYPICAL) 4 ° ' ° JOINT WITHIN THESE LIMITS.) 4 4 4 4 J/Y 1\CJ 11\f111VIIVV I1llUJ -t/ [x V1%L IL Ivi mlJ lvl\1 (1 ON EACH SIDE) UNIT NOTE: HYDRANT TEE WITH SPLIT GLAND ON 6" OUTLET MAY BE SUBSTITUTED. BOLT DIRECTLY TO GATE VALVE. FIRE HYDRANT WITH RESTRAINING RODS NO SCALE PLAN ELBOW — DEFL. LESS THAN 500 PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.25 12 0.375 16 0.5 FIN PLAN — TEE 6D MIN. PLAN ELBOW — DEFL. MORE THAN 500 PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.75 16 1.5 a oZ a G CLASS "A" CONC. ' (TYPICAL) a' ' PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.375 16 0.5 PLAN — CAP PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.375 8 0.5 10 0.5 12 0.75 16 1.0 CONCRETE THRUST BLOCKS PIPE O.D.+24" OR 3'-0" IN. ROCK PAY LIMIT FINISHED GRADE BACKFILL PLACED & COMPACTED IN 12" LAYERS E WARNING TAPE SEE NOTE A TYPICAL 1" OR 2" DOMESTIC SERVICE WITH DOUBLE STRAP TAPPING SADDLE BEND ANY ANGLE MAIN LINE GATE VALVE CONCRETE THRUST BLOCK WATER MAIN JOINT RESTRAINT j COMPLETE ENVELOPE OF FILTER FABRIC WITH COPP %/ \ 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENG. CORPORATION STOP —._--+•=.—•:--'• STRAP TAPPING SA' .,. • BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR a 3/8" TO 3/4" CRUSHED STONE* PLACED AND FL j COMPACTED IN 6" LAYERS. is % �% .... w / if /�, GRAVEL FILL AS DIRECTED BY ENGINEER WHEN // UNSUITABLE MATERIAL IS ENCOUNTERED 3E CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY THE ENGINEER. TYPICAL TRENCH SECTION (WATER) FINISH GRADE 2'-0" WATER MAIN HYDRANT TEE CONCRETE THRUST BLOCK 0.6858 CATCH BASIN OR OTHER STRUCTURE WATER MAIN AT STRUCTURE FINISH GRADE 2 HOLE COVER WATER SERVICE CONNECTION PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL Discipline : to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK , LLC WATER SERVICE DETAILS OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: VERT.: 0 ® DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 2000481 S10 DATE: 12/20/05 CU-5.3 i �O 0 a 0 Z a F- WI O LL Im— U I W_ W U) 2 30" CPP TC) -II WrTION MH 6' DIA MANHOLE (INSIDE) 30" CPP BYPASS WEIR - 6" WIDE CONCRETE BLOCK OR CAST -IN REINFORCED CONCRETE 06,70' Q -I = 6'-O" 24" CPP TO VORTECHS MODEL 9000 NOTES: 1. BYPASS STRUCTURE SHALL BE MANUFACTURED BY OTHERS IN ACCORDANCE WITH ALL APPLICABLE LOCAL STANDARDS. 2. THE BYPASS STRUCTURE HAS BEEN DESIGNED TO WORK WITH THE VORTECHS UNIT. IF THE STRUCTURE DIFFERS FROM WHAT IS SHOWN STORMWATER360 MUST BE ADVISED SO THAT ALL LENGTHS AND ELEVATIONS CAN BE RECALCULATED IF NECESSARY. FOR INFORMATIONAL PURPOSES ONLY NOT INTENDED AS A CONSTRUCTION DOCUMENT -BYPASS STRUCTURE NOT SUPPLIED BY STORMWATER360- This CADD file Is for the purpose of specifying stormwater treatment equipment to be fumished by Stormwater360 and may only be transferred to other documents exactly as provided by Stormwater360. Title block Information, excluding the Stormwater360 logo and the stormwater treatment system product designation and patent number, may be deleted d necessary. Revisions to any part of this CADD file without prior coordination with Stormwater360 shall be considered unauthorized use of proprietary Information. REV: I DESCRIPTION PROPOSED BYPASS STRUCTURE VORTECHSO STORMWATER TREATMENT SYSTEM Stormwater360 EVERGREEN WALK OFFICE BUILDING SOUTH A CONTEGH Camparry SOUTH WINDSOR, CT www.stormwater360.com DATE:1/26106 (REVS) I SCALE: NONE I FILE NAME:20345 DRAWN: SEP CHECKED: TEM 6" TYP. _T 4'-4" I I L 10' 9' 4' 1 6. 15' 4'-10" -{ 1'-3" � 02'-6" TYP. iT I II �I / 1 I L-------- —---------- MANHOLE FRAMES AND COVERS ARE PROVIDED BY STORMWATER360, RISERS, GRADE RING, OR BLOCK REQUIRED TO BRING THE SYSTEM UP TO FINISHED GRADE ARE NOT PROVIDED BY STORMWATER360. 1 9 PLAN VIEW (SCALE: 1/4"= V-0") 112" GAP TO BE FILLED FWITH CAULK I I r------L-----------1---- I I I I —_—----_— � I { _ I I I 4'-2 1/2 I 3 032" TYP. I INLET/OUTLET I I I I I - -- -- ---- -------------------- 7" __ I I , i ��—ice II I Y 5 4'- 112" 4' 0" INLET/OUTLET TYP. I I I I 3 0, T— F I I 1-3- I ' II L— ---- ------ ------ ------ ----17 8" V-41" PROJECT No 20345 SYSTEM INFORMATION: ELEVATION VIEW � 2'-0" � 6" TYP 3'-6" 02'-8" TYP. INLET/OUTLET 2' 8" TYP. INLET/OUTLET I (SWIRL CHAMBER NOT SHOVW FOR CLARIITY) RIM ELEVATION=114.0' +/- (SCALE: 114" = V-0") OUTSIDE TOP OF TANK ELEVATION = 108.92' INLET PIPE INVERT ELEVATION = 103.00' INLET PIPE = 24" CPP OUTLET PIPE INVERT ELEVATION = 103,00' OUTLET PIPE= 24" CPP OUTSIDE BOTTOM OF TANK ELEVATION = 99.33' (3) 24" DIA x 4" H MANHOLE FRAMES AND PERFORATED This CADD file is for the purpose of specifying stormwater treatment equipment to be furnished by Stormwater360 and may only be COVERS SHALL BE PROVIDED BY STORMWATER360 AND transferred to other documents exactly as provided by Stormwater360. Title block information, excluding the Stormwater360 logo and SHALL BE CAMPBELL CASTING #1009A. the Vortechs Stormwater Treatment System designation and patent number, may be deleted if necessary. Revisions to any part of this CADD file without prior coordination with Stormwater360 shall be considered unauthorized use of proprietary information EVERGREEN WALK OFFICE BUILDING SOUTH Stormwater360 SOUTH WINDSOR, CT ACONTECHComp" STORMWATER TREATMENT SYSTEM fol- SYSTEM: 1 VORTECHS° MODEL 9000 U.S PATENT No.5,759,415 www.stormwater360.com I DATE: 3/13106 1 SCALE: AS NOTED FILE NAME: 20345DD DRAWN, SEP I CHECKED: TEM BYPASS WEIR - 6" WIDE CONCRETE BLOCK OR CAvT=i�r REiwrFORCED CONCRETE CREST ELEV. 106.7' CREST LENGTH = 6'-0" 06' BYPASS INVERT ELEV. 06' JUNCTION MANHOLE 103.1' MANHOLE INVERT ELEV. 102,7' BYPASS 30" CPP —ice— — — — — — —► 30" CPP 30 CPP +I !I INVERT ELEV. I 'I'J INVERT ELEV. INVERT ELEV. i i 103.1' 102,7 103.1' l i 24" CPP 24" CPP j I I I I I I I INVERT ELEV. I I I 102.7' I I I I I I I I I I I I I 1 INVERT ELEV. INVERT ELEV. 103.0' 103.0' VORTECHS MODEL 9000 RIM ELEV, = 114.01t NOTES: 1. BYPASS STRUCTURE SHALL BE MANUFACTURED BY OTHERS IN ACCORDANCE WITH ALL APPLICABLE LOCAL STANDARDS. 2. THE BYPASS STRUCTURE HAS BEEN DESIGNED TO WORK WITH THE VORTECHS UNIT. IF THE STRUCTURE DIFFERS FROM WHAT IS SHOWN STORMWATER360 MUST BE ADVISED SO THAT ALL LENGTHS AND ELEVATIONS CAN BE RECALCULATED IF NECESSARY, FOR INFORMATIONAL PURPOSES ONLY NOT INTENDED AS A CONSTRUCTION DOCUMENT -BYPASS STRUCTURE NOT SUPPLIED BY STORMWATER360- This CADD file Is forthe purpose of specifying stormwatertreatment equlpment to be fumished by Stomnvater360 and may only be transferred to other documents exactly as provided by Stomrwater360. T1tle block Information, excluding the Stormwater360 logo and the stormwater treatment system product designation and patent number, may be deleted if necessary. Revisions to any partof this CADD file without prior coordination with Stormwater360 shall be considered unauthorized use of proprietary information. REV: DESCRIPTON PROPOSED BYPASS STRUCTURE VORTECHS® STORMWATER TREATMENT SYSTEM Stormwater360 EVERGREEN WALK OFFICE BUILDING SOUTH A CONTECH Co p�v SOUTH WINDSOR, CT www.storrnwater36O.com DATE:3/17/06 SCALE:NONE I FILE NAME:20345BPL DRAWN:SEP CHECKED:TEM PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O NEILL DlSClph7Z2 t0 D2hV8l^ 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com EVERGREEN WALK , LLC STORMWATER TREATMENT SYSTEM OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: [2.03/13/06 17/06 REVISED STRUCTURE HORZ.: PER TOWN COMMENTS vERT.: 26/06 PER TOWN COMMENTS 0, ATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 2000481 S10 DATE: 01 /26/06 CU-5.4 7i 1-4 cYi U Q N �1 1 c� G C) .m c� G Y O a 9 fu 0 a ui N O O N LO M 0' 2 I J M X C' N Q1 d) �L a 0 U) 0 O O N a / U r-; W 66 U Z) PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL Discipline to Deliver 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.Fand0.com EVERGREEN WALK LLC BOX CULVERT DETAILS OFFICE BUILDING SOUTH SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ'.: AS SHOWN REVIEWED BY: DATE VERT.: DATUM: HORZ'.: VERT.: 1. 02/23/06 REVISED PER TOWN COMMENTS 0 i No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 2000-481 S10 DATE: 12/20/05 CD.5.1 z Q 0 t o.,1N SC C y h 7-0-u� 07e siqu� J Cam, i U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ryLSOR•CO�r TELEPHONE (860) 644-2511 April 12, 2006 Certified #70020460000197444613 FLB Architecture & Planning Attn: Alan Lamson 19 Silver Lane East Hartford, CT 06118 RE: Appl. #06-01 P — Evergreen Walk Office South Dear Mr. Lamson: At the April 5, 2006 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #06-01 P — Evergreen Walk Office South — West side of Buckland Road — Inland Wetland/Conservation Commission application to construct a medical office building, parking lots, stormwater structures, and associated improvements on property located approximately 270 feet westerly of Buckland Road, and approximately 310 feet southerly of Deming Street, on portions of the "sixth" and "fourth" pieces of land owned by Evergreen Walk LLC. Gateway Development 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 anv liability. which minht rAqult frrim tha nrnnnearl nnorn+i^- . _ .. ----„-------- --..�.......,..........,., ...- t✓ _tWWa"u vt.IulcmulI Ui uom 3. The permit is valid for five years and shall expire on April 5, 2011. It is the landowner(s)/appiicant(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 the site. 5. A contact person shall be identified on the plans. Evergreen Walk Office South April 12, 2006 Page 2 6. A monitoring plan to be drafted in order to monitor the rain gardens for 5 years. Town staff to review and approve the plan. 7. A bond in the amount of $20,000 to be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sedimentation control measures. 8. A bond in the amount of $50,000 to be submitted to the Planning & Zoning Commission to ensure establishment of the stormwater structures. 9. The elevation of the low flow channel should be set six inches below the invert of the outlet pipe. Very truly yours, kiabe A. WarrenChairperson ND WETLANDS Ar,Enirw/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official PROJ. MANAGER: CHIEF DESIGNER: REVIEWED BY: DATE 9 tQyfN -�4 %Wn ollesoum, vi�tl&ot ti 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f,G40 Co'c TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 2510 0003 9803 1090 April 27, 2006 Alan Lamson FLB Architecture East Hartford, CT 06118 Dear Mr. Lamson: Re: Appl 06-01P, Evergreen Walk Office South — Site Development Plan We are pleased to advise you that the Planning & Zoning Commission voted on April 25, 2006 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for -the construction of a medical office building, parking, storm water structures, and associated improvements on 5+/- acres on property located approximately 270 feet westerly of Buckland Road, and approximately 310 feet southerly of Deming Street, Gateway Development zone as shown on plans prepared by FLB Architecture & Planning, Job No. 481S10 dated 12/20/05, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Conimissian, including a bond in the amount of $20,000 to ensure compliance with the erosion and sedimentation control measures and a bond in the amount of $50,000 to ensure establishment of the stormwater structures. 4. A landscape bond in the amount of $20,000 is required and must be submitted prior to filing of mylars. S. All bonds must he in one of the forms described in the enclosed Bond Policy. 6. An as -built -plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. ---9. The building street number must be included on the final plan. 10. Pavement markines must be maintained in crood condition thrnuohout the site drives and narking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. The Town Engineer's review comments dated April 25, 2006, must be addressed to the Town Engineer's satisfaction (with the exception of #3 and the gravel access drive around the detention area). 13. The Fire Marshal's review comments dated April 13, 2006, must be addressed to the Fire Marshal's satisfaction. 14. The light fixture detail must specify full -cutoff fixtures. 15. Add a street light at the sharp corner on Evergreen Way extension between LA Fitness and the new site. 16. Manhole frames and covers in the temporary drive between the Shops at Evergreen Walk and LA Fitness must be lowered to the road grade prior to issuance of a C.O. for the Office South building. Black and white transparent mylar of Sheets CG.1.1 and CG.1.2 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping 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 subnutted to the Planning Department. Si erely, atrick Kennedy, Chairman Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Fuss & O'Neill SEAL SCALE: DATUM: HORZ.: N.T.S. VERT.: A t�WN S. U C • J 5 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 OR-C AREA CODE 860 / 644-2511 May 16, 2006 Ms. Michelle M. Carlson, P.E. Fuss & O'Neill 146 Hartford Road Manchester, CT 06040 Re: Office Building SouthEvergreen Walk-Buckland Rnad - , .- - --------------- South Windsor, CT Dear Ms. Carlson: The South Windsor Water Pollution Control Authority, at its regular meeting of May 2, 2006, gave approval for the connection to the Town's sewerage system of a commercial building located on Buckland Road as more specifically shown on plans entitled "Office Building South, Buckland Road, South Windsor, Connecticut, Final Development Plan, Prepared by Fuss & O'Neill, Manchester, CT; "Location Map" Project No.: 2000481.C10, Sheet No.: GI.0.1, Dated 11/08/2002, with Revision Dates: 12/20/2005 3/15/2006, 3/30/2006 and-4/3/2006. Also "Utility Plan" Project No.:00-48 1 S 10, Sheet No.:CU.1.2, Dated 12/20/05 with Revision Dates: 3/9/06, 3/15/06, 3/30/06, and 4/3/06; and also "Sanitary Sewer Details" Project No.: 2000481 S 10. Sheet No.: CU.5.2, Dated: 12/20/2005 with no Revision Date", and subject to the following conditions: l . An external outlet be supplied for use with an emergency generator in the event of a power outage. 2. Technical approval of the Town Engineering Department, 3. Connection fees were previously paid. 4. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Ve., truly yours, V-t34 � (�/ 6t Joseph J. Carino, Chairman Water Pollution Control Authority Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector Alan Lamson, FLB Architecture EVERGREEN WALK, LLC APPROVAL LETTERS PROJ. No.: 00-481 S10 DATE: 05/22/06 No. DATE DESCRIPTION REVISIONS 13Y HORZ.: VERT.: 0 GRAPHIC SCALE OFFICE BUILDING SOUTH BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT AP.O.1