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HomeMy WebLinkAbout05-17P_M-S TOWN LINE ASSOCIATES EVERGREEN RUN KEYMAP EXCAVATION PLAN_BUCKLAND ROADM U 0 IL 0 U N t) -L M N Q oO O M d Q w Y zss .a O 0 U X w 00 Nr Q co 0) ca 0- '6 Q w v rn rn CL t� m U Q ti Q 2 W Y Z Qc G J ABUTTING PROPERTY OWNERS FOR. "PARCEL L" ' Address Owner Mailing Address (if differentPV Map/Lot Land Use 31 Buckland Hills Dr. Lowes Home Centers, Inc. P.O. Box 1111, No. Wilkesboro, NC 28656 18/7 Commercial ° 1214�Q 95/105 Buckland Hills Dr. Northern Hills, LLC 231 Central Ave., White Plains, NY 10606 1814 Commercial an .300 125 Buckland Hills Dr. Target Corporation #T-12497P -0950, P.O. Box 9456, Minneapolis,MN 1815 Commercial BF a�,23 55440-9456 26,8as s F 190 Buckland Rd. Reichle, Earl & Barbara 247 Abby Rd., South Windsor, CT 06074 27/8 Vacant p 130 Buckland Rd. Krawski, William 27/9 Single Family 116 Buckland Rd. Buckland Road Assoc. & 395 Buckland Rd, South Windsor, CT 06074 27/10 4F/SF a ! Williams Electric 108 Echo Ridge Dr, Vernon, CT 06066 9 G. �A 95 Buckland Rd. Town of South Windsor 1540 Sullivan Ave., CT 06074 27/13 Vacant 79 Buckland Rd. Town of South Windsor 1540 Sullivan Ave., CT 06074 27/12 Vacant 0000 Evergreen Way Evergreen Way Lifestyle 6410 Poplar Ave. Suite 850, 27/15 Commercial ';� PUD Unit #2 Centers LLC Memphis, TN 38119 Unit#2 35 Tamarack Ave. Buckland Road Retail LLC 6410 Poplar Ave. Suite 850, 27/15 Vacant PUD Unit #1 Memphis, TN 38119 Unit#1 Wl> \/ ISN �G 5) / •6 • Q p °"''� rS •Ifs/J//J 1 1 / F, 124. oo 30,2 A / Fly ,+, BUIcoifi 401 l � No 800q 16,650 SF _ 1 If #116 I 0 1 #190 1 Arf �` f ���°y°.o Q\1, • O ` `` / / 1 / / � realas xn 1S _ 0J\ 4: ` rna AW CPP t � sui�iy� 100 ...? .� F.F. 21,010 S.F. as 7.0 IL 0 9.7>�o S.F. / R 1`v ,.� �� �„; ;4•igR1RRR■RwYiRf y �� � - ;� �, l `' ,/ q/// //� , •// . S •, ' �: f �� _ � thy] RR.rrr •t / ����� //• � f / _ RR .••!Ji•%L�.._•_.._ �l iYRR jR�i rRRf•YI `\ •� �. �'1�� I may,. �, I t' � ' / /�'• -./�� � r �:n� . � i1 l ` � • � r i• .' � � �vil.• _yam � ME` .} Y � ` ,tv� ` // � ' � �''.- ►•• ' - , � ���� '� •' / �..t'� ail lip pill If Imp Pi 01M a• . � . : - ••. 'i.' - I � 1 � .+` , ./ � ` � ! > I "°' it 1�Y ! * i 11 •� l "0 L. i• Pip ---------- NONE OF THIS PROPERTY LIES WITHIN THE FLOOD PLAIN. ------------------------------ %I ���a MAwE.TI■■■r , ' . / ,�p��% �� �I ^ •`, jam. PROJ. MANAGER: SEAL n'' ��oa`;�f �° e �,�e�p� 0 • a °, ' �• : �w�s ��, F •.�EN,.• ����` �SSIO N A` a :sceaW���o SEAL � WIN��oR SCALE: t FUSS & O NEILL INC. Consulting Engineers ' 146 HARTFORD ROAD, MANCHESTER, CONNECTlCUT 06040 860.646.2469 www.FandO.com MIS TOWN LINE ASSOCIATES EVERGREEN RUN KEYMAP EXCAVATION PLAN SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: REVIEWED BY: DATE HORZ.: 1" = 100' VERT.: DATUM: HORZ.: 2 04/02/05 RE:VISEM PER ADDITIONAL TOIf�N COMMENTS = VERT.: 1. 03/24/05 REVISED PER TOWN COMMENTS 100 50 0 100 �� No. DATE DESCRIPTION BY . REVISIONS GRAPHIC SCALE PROJ. No.: 96-481A48 DATE: 02/22/05 G1.1.1 V_ CL L0 I 1540 SULUVAN AVENUE* SOUTH-WINDSOR, CT.06074 45°IRt - TELE-PHQNE (860) 644-2511 April 12,; 2005 . � Cerfified #70042510000 9 .8. 029479 3 .­ FLB Architecture & Planning 10-Silver.Lana .Ea4 JHa'ii# 'CT 00.116: RE: Appl. #00-17P --Evergreen Run Dear Mr.: Lamson: At the April 6, 2005-re ular meeting, the Inland Wetlands Agpnc -Cpalmistion ppproyoO application #01547P " Evergreen Run — 90 Buckland.P,,.9ad --, WSTowhline A-ssocW6s--'­Conservation Co mmission application for acfivifies'in-conneictic)6with .ihe-gradipg and excavation of acommetrial building lot -on pr9pedy located easteriy'of f3U&I nd a 'ad R o GateWayPeVPloPMent-Zone- TWipapproval issubjec.ttoWe.fpllo%Whg'MnOiOon . s: 1. One -blueprint:copy of the entire set.of.planS - and this letter reproduced f4preon must be submitted to th is-Commissio This must be-4bombi6ttid.-wit—hih*65:00ys.of.appro.val..p'i nor to any constructio n the site. Plans submitted to a ning"&Zonng Commissibri---shall be considered having mett.hls.requlripmeht. -2. The applic*ttion -shall indempi4, and hold harrnles$ thelTown of -South-Windsor -against any stability,: which might result from the -proposed ope. ration . or use. 3. The.permit is vatld for five years and.sh-Ill expire onApril 0,2010. ItisAhe landown.er(s)t p a pP !!cant(s) tespDrisibility to track expiration dates Comrnission of 4 renewal request at'least 05 days pflorto expira, u on,, 4. All approvals required must be obtained and submitted -prior to any activitysite. on the 6. A contact person shall be ideriffied on the. plans; .6. We recommend a -bon inthed amount of $15,000. be -submitted toAhe'Planning Zoning Commission to ensure compliance with the. erosion. and sediment control measures. Evergreen Run April -12, 20.0. 5 .P4g.0.2. 7. TheTreeW-Orden oe.-Corlifed: I. , klbodst to supervisor:the',rolocation of the: Holly tree :to-'0ns4r0 #,aprotootiot.-O d' preparation Very, truly Y04M d7 Caro{ Heifler, Acting Chairperson: INLAND WE.T LANDS AGENCY/-` C 0� ,4 N: COMMISSION ON PF:dr cc: Chief Buildjhg'Qq -.1. 1­­­- ��­: .c 1al Fuss &UNWIL, Inc. 0 1540 SULLIVAN AVENUE'*.- SOUTR WINDSOR, -CT 06074 sat. TELEPHPNE`(Oqp 6.44,72511: Apr' 20 Or -_-,40' CelMTJF1Fj?'MAjL ,W Alan: Lamson: East .04for4 PT 061,18.: ge,:: -.A .1:#05�-1'7.p,.Evergrec�n.Run�filfing-Perinit� .pp WVe a.r6pleased ..to: .44vi'se.voitthat.thePlanning & Zoning Commmi ionyoted.on Apnl 1%.1006,40, approve with moc ifications-the above rei'eronced Opli.944op _g -. N Fpvwa 13.10rcgrw T111mg w cTeatezbundi4g papAt90pu9k1anq Ro4d,."Jlzopp s fil gf eil -Iqip..Jo.b-,No. 96-48-1-A crated ,.QW-n-0a-pjan plans '-prep ,d�by 1. 4.4 I modifications: ni 126, _TW s:subieduto the .fol o ". . 7 This s App�ov Ap i'' _0 1.: Prior. -to commPneementof any site work..ameefing must b0-he1d.with TQWn:$ta . -2. This applicatign.is subject.to the -conditions of approval oftheInland Wetlands. Agenqy.Conserv4tioqq:C-o s ion, ,mmi s* including bond. of- OQ.in the amqlqn*t to ensure complxarice J 10 .- ith erosion sion &sediment control measures., All &6� used .4py-elpper -mustb the T#wn iD inds Outh W . or. :Town.Eoiineer.'s.:.revipl�(comtAents dated,Marq�h-31, 2005,-must be to lhe-TpWn .� engineer?saatis 5. The-si ..te.:mW bd, MbilUedno-later..thanthe .beginning of"October. 2oo5-. T H.-Went& $Rh` �J;an Planning. n Commission ' .TRW/k-ak PROJ. MANAGER: SEAL go", C 0 N "0 ..... 0 • C-) -I' S!� ..-z _f 41, </C'•-�4g- ENS ..*rN &/•0 N AL SEAL SCALE: 03 FUSS & ONEILL INC. consuiting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646,2469 www.FandO.com MIS TOWN LINE ASSOCIATES EVERGREEN RUN EXCAVATION PLAN - APPROVAL LETTERS. SOUTH WINDSOR CONNFCTICUT CHIEF DESIGNER:' HORZ.! N.T.S. REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 0 GRAPHIC SCALE No. DATE DESCRIPTION B) REVISIONS PROJ. No.: 96-481A48 DATE: 04t25/05 .' GI.1.2 Rp Z Q 2 -1 w 66 v �, PROD. MANAGER: o``' CONy6'B��v� ,, ° , ... �� . c�9`t(���, v , ^ it S U l ` _< , Z. e � V c'o :� �� - - Y ���F-A:o•2os�1 .°mow; .I'll,CENJ�4.: � -: ����';�SSeONA; E�.`������ SEAL SCALE: FUSS C� o�NE1LL INC. Consulting Engineers � 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 0 860.646.246s www.FandO.com MIS TOWN LINE ASSOCIATES EVERGREEN RUN GRADING PLAN EXCAVATION PLAN SOUTH WANDSOR CONNECTICUT _ CHIEF DESIGNER: HORZ.: 1"== 40' REVIEWED BY: DATE/��M vERT.: DATUM: HORZ.: 3 04t25/05 REVISED GRADING PER TOWN COMMENTS 2 1. 040205 03t24/05 r REVISED PER ADDITIONAL TOWN COMMENTS _ REVISED PER TOWN COMMENTS VERT.: 40 20 0 40 GRAPHIC SCALE No. DATE I.?ESCRIPTION BY REVISIONS PROJ. No.: 96-481A48 DATE: 02t22/05 GG.1.1 L1 rr 0 z a i-- co O U z J to ( O w O O c U X W Z 2 Q QO co rn � O U � 6" 6" 2-1 TOP OF POURED CONCRETE OR PRECAST SUMP --�-24" i 1 S" PERFORATED PIPE WRAPPED IN FILTER FABRIC 2.5" TO 3.5" STO N E BASIN OUTLET STRUCTURE NOT TO SCALE BOTTOM 24 OF SWALE I_ 1p• o ' •• 1014 413 :i STONE FILTER BERM NOT TO SCALE 2.5" TO 3.5" STO N E DIRECTION 24 i» 1 OF FLOW PPAPnRM nPAM DEPTH T INVERT VARIES SEE PROFILES 6"MIN A PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE AP ROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" �- - BACKFILL WITH SAND BEDDING OR SUITABLE NATIVE MATERIAL WITH NO STONE LARGER THAN 2" AS DETERMINED BY THE ON -SITE ENGINEER. ZBEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 z FOR 3/4" STONE. TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM TRENCH DETAIL EXIST. GRADE OR - PAVEMENT (DO NOT STAKE IN PAVEMENT) F10 BALES TO BE BUTTED TOGETHER FILTER FABRIC OVER GRATE CATCH BASIN 2"x2"x3' LONG STAKES OR REBARS EACH BALE FINISH GRADE SECTION AT LOW POINT el O PLAN HAYBALES BURY TO A DEPTH OF 4" BALED HAY OR STRAW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER FLOW TRENCH CUE/ 6" TO 8" DEEP 6" TO 8" WIDE FILTER F FOLD FABRIC UP SITE ENTRANCE DRIVE -- A RAILROAD TIE ANTI -TRACKING SYSTEM 26' MIN. 1. SET POSTS AND EXCAVATE A 6" X 6" TRENCH SET POST DOWNUPE. WIRE 27X4"X5' STAKES DRIVEN INTO GRADE 10 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 SILT FENCE TOTAL LENGTH = 50'-0" (6"X8" X 8'-6") SECTION A - A 2 1/0 BITUMINOUS CONCRETE --- CLASS 1 WITH 2" UP PLAN r 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL TER FABRIC 1. MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGH OUT •- 5W CONSTRUCTION PERIOD. 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY MATERIAL THAT MAY BE TRACKED ONTO THE PAVEMENT. ANTI -TRACKING APRON SITE DEVELOPMENT SEQUENCE 1. ALL PERIMETER EROSION CONTROL DEVICES INCLUDING SILT FENCE AND ANTI -TRACKING APRON MUST INSTALLED PRIOR TO THE START OF; THE SITE STRIPPING AND GRADING OPERATIONS. TEMPORARY SEDIMENTATION BASINS LOCATED WEST OF THE BUILDING PAD WILL BE FORMED PRIOR TO THE START OF GRADING AND FILLING OPERATION. SEE NOTE NO. 7 OF THE E & S CONTROL NOTES. ALL EROSION CONTROL DEVICE WILL BE MONITORED AND MAINTAINED UNTIL COMPLETION AND FINAL ACCEPTANCE OF GRADING AND FILLING OPERATION. 2. INSTALL THE 18" STORM PIPE AND CONNECT TO THE EXISTING 18" PIPE 3. BEGIN EARTHWORK. STABILIZE ALL EARTH WORK AFTER EXCAVATION AND FILLS HAVE BEEN COMPLETED. SEE NOTE NO. 4 OF THE E & S CONTROL NOTES. THE SIDE SLOPE ALONG BUCKL.AND ROAD SHALL BE COVERED WITH 4" MIN. TOPSOIL AND SEEDED AND MULCHED.. 4. NOTE: GRADES SHOWN ARE APPROXIMATELY 1 FOOT BELOW FINAL FINISHED GRADE FOR THE FUTURE DEVELOPMENT EXCEPT FOR THE SIDE SLOPE ALONG BUCKLAND ROAD WHICH IS THE FINISHED GRADE. EROSION & SEDIMENT CONTROL NARRATIVE 1.1 THE FOLLOWING SEDIMENT & EROSION CONTROL NOTES APPLY TO THE CONSTRUCTION OF THE PROPOSED EVERGREEN RUN. EROSION CONTROL MEASURES ARE TO BE INSTALLED AS NOTED IN THE CONSTRUCTION SEQUENCE BELOW. 1.2 THE TOTAL PROJECT AREA IS APPROXIMATELY 2.1 ACRES. NO WETLANDS OR UPLAND REVIEW AREA WILL BE DISTURBED DURING CONSTRUCTION. 1.3 SPECIAL CARE SHALL BE TAKEN TO PREVENT SEDIMENTS CAUSED BY EROSION FROM ENTERING ADJACENT WETLANDS. 1.4 GRADING OPERATION IS SCHEDULED TO BEGIN IN THE SPRING OF 2005 AND COMPLETED IN APPROXIMATELY ONE MONTH. 1.5 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDEUNES FOR SOIL EROSION AND SEDIMENT CONTROL", 2002 OR LATEST EDITION AND TOWN OF SOUTH WINDSOR REGULATIONS. EROSION CONTROLS ARE TO COMPLY WITH THE PLANS AND PROJECT SPECIFICATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED BY THE CONTRACTOR AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. MICHFI t F 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 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. STABlUZA74ON 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 STIES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS. PROJ. MANAGER: SEAL SEAL_ SCALE: M/S TOWN LINE ASSOCIATES CHIEF DESIGNER: L°�® . �'��``° w U m o 0 . * a e HORZ.: N.T.S. O FUSS & ONEILL INC. dating Engineer EVERGREEN RUN CONSERVATION DETAILS REVIEWED BY: DATE VERT.: DATUM: R � . J1 . �� �CE Ns.. ..• 146 HARTFORD ROAD, MANCHESIER. CONNECTICUT 08040 860.646.2469 www.FandO.cam EXCAVATION PLAN SOUTH WINDSOR CONNECTICUT 2 04/02/05 REVISED PER ADDITIONAL TOWN COM%4 NTS VE .: VERT.: 1. 03/24/05 REVISED PER TOWN COMMENTS�4,: 0 GRAPHIC SCALE No. DATE DESCRIPTION BY REVISIONS PROJ, No.: 96-481A4$ DATE: 02/22/05 CG.5.1 T I > Lu O 0 co t1 751 in Q U x w / z a- i 00 00 i i a. p U L' oW z FRAMES MANHOLE FRAMES AND COVER SHAI I BE OF THE THE WPgr Amn uar a wArn II?CI? mnlrrerrn on mu � U .... .... ......... ........ ...... v....-.. v.«...a. aa» yr ... a. rvw mra.ay.rwtv.�ua �naiwra�a.L V1�a..v Ya �+ 15 LOCAIM UNPAVED AREAS HEAVY DUTY WATER TTGLTf LAB248-1 EL LaSARBON FOUNDRY CO. (isle.. t ItSEi(EM5} (f30LTED 8c GASKgED) • W 1502 CAATP$ELL FOUNDRY CO. 6502 LAPERLE FOUNDRY CO. VVED E. HEAVY DUTY LA248-1 L L.eBARBON FOUNDRY OD. 'P� LOTS) • 1027C z _ w . CAMPBEIL FOUNDRY CO. 2927E LAPERLE FOUNDRY CO. 'm O O • BOLTED SHALL BE 1/0 STAINLESS STEEL COVER — SECTION FRAME — SECTI O N P.E. x P.E. STUB STAINLESS STEEL. STRAP — (SM. M.H. ONLY) END OF PIPE SHALL BE CUT. — FLUSH WITH INSIDE WALL BASE TO BE CONTRUCTED ON- 8" MIN. CRUSHED STONE BASE BRICK LINED INVERT AND SHELF (BRICK NOT REQUIRED FOR STORM M.H.) COVER — PLAN SANITARY SEWER MANHOLES FRAME AND COVER LEGEND W - PUSH -ON JOINT NO RESTRAINT PUSH -ON JOINT WITH COVERALL PIPE JOINT RESTRAINERS - MECHANICAL JOINT WITH RETAINER GLANDS NOTE A -- 27' MIN. RESTRAINED LENGTH FROM ALL MECHANICAL JOINTS (MAX. OF ONE PIPE JOINT WITHIN THESE LIMITS.) SEE NOTE A 1" OR 2" DOMESTIC SERVICE TYPICAL WITH DOUBLE STRAP TAPPING SADDLE A I `--BEND ANY ANGLE \•MAIN LINE GATE VALVE CONCRETE THRUST BLOCK WATER MAIN JOINT RESTRAINT BRICK MASONRY OR CLASS A CONCRETE f�It�Ii�l� V-0" DIA. tA 4A 4'-W DIA. i i�.ii iN -SLOPE O 3"/FL: STANDARD HEAVY DUTY FRAME AND COVER. IN UNPAVED AREAS ANCHOR FRAME WITH CLASS A CONCRETE ADJUST FRAME TO FINAL GRADE W/BRICK WITH A MIN. HEIGHT OF 1/2" MORTAR AND A MAX. HEIGHT OF 12" •2 COATS BITUMINOUS WATERPROOFING MATERIAL MANHOLE STEPS TO BE CAST IN PRECAST UNIT DURING MANUFACTURE. RUBBER "0" RING GASKET OR BUTYL ROPE JOINT SEAL (TYP.) SLOPING SHELF TO DRAIN SANITARY SEWER MANHOLE COVERALL RESTRAINT ON EACH JOINT OF A HYDRANT LEAD HYDRANT TEE CONCRETE THRUST BLOCK LINED INVERT (SAN. M.H. ONLY) SEALED JOINT P1 AN Fi ROW — nFF1 _ LESS THAN 500 — PIPE D1A. (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 PLAN -- TEE PIPE MINIMUM DIA. (INCHES) THRUST BLOCK U (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 1 0.375 16 1 0.5 LAWN / STREETS / CROSS—COUNTRY I PAVED AREAS TOPSOIL & SOD OR SEED n �- I - . a .'dad d ' a _ 4.' .A a- Ia a •y.AA. • 4 .✓ " d. 4 d .4 12";MIN. 1/2 OI D. PIPE 1/2 C.D. PIPE ., = . b jMIN. 1 O.D. SECTION NOTE' 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. M-46 2. FILTER FABRIC SHALL BE NONWOVEN ° CLASS 2, WITH PERMITTIVITY OF 05 Tn f1.1 CEf_"1 AND AnS nt: 43 0 0.mm Tn 0, 2mm AND SHALL ►- MEET AASHTO M288-96 '�LMJS Ap VV7`.V. DEFL :4: MIN. PLAN FI RnW — nFFI MORE THAN 500 V PIPE DA1. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.75 16 1 1.5 ! a - 1:. ;• CLASS "A" CONC. --► (TYPICAL) PLAN -- CAP PIPE MINIMUM DI& (INCHES) THRUST BLOCK VO:.UME (CUBITd YA RDS) 4 0.25 6 0.375 8 0.5 10 0.5 12 0.75 16 1.0 CONCRETE THRUST BLOCKS PIP O.D.+24" OR 3'-0" IN. ROCK PAY LIMIT FINISHED GRADE APPROVED GRANULAR NON— vRvrAiMiv unCKFIL - LMnILJ%vm- PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE, AS SPECIFIED 4" BROKEN TRAPROCK 6" MIN. H SECTIO FILTER FABRIC 1' 2'—e I, , PIPE — IN GROUND WATER 13ACKFILL PLACED k COMPACTED IN 12" LAYERS WARNING TAPE COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENG. BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR 3/8" TO 3/4" CRUSHED STONRE- PLACED AND rnupAmirn IN F;" i AYFRS, // / / GRAVEL FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY THE ENGINEER. Tvr%I P% • I "mr-► 1 /'1i ! r­-r-e%"ri o%► 1 /%&I A Tr-r%\ Y I" UAL 1 1�t1VU 1 JtU I I U N j_WA I tK-) PROJ. MANAGER: �s• SEAL SCALE: IO�/S TOWN LINE ASSOCIATES CHIEF DESIGNER: ®®�.0"O f C®N. JV, ®©o� ®��® ��.•�� tq, �'��°moo ��� 9 HORZ.: N.T.S. �"''' EVERGREEN RUN SITE DETAILS REVIEWED BY: DATE — VERT.: DATUM: +•�J00FUSS & ONEILL INC. cmZsuttzny Enyzneers % 10510 k"j[No. `°�s�/ t.S 'a's'°�J9�9 HORz.: 146 HARTFORa Row, �ANCHESTER, CONNECTICUT oso40 $60.646.2469 www.FandO.com EXCAVATION PLAN SOUTH V IMSOR CONNECTICUT VERT.: _� 03/24/05 REVISED PER TOWN COMMENTS GRAPHIC SCALE DATE DESCRIPTION BY REVISIONS PROD. No.: 96-481A48 DATE: 02/22/05 CG.5.2