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HomeMy WebLinkAboutSite Plan2"x 2 "x 48" WOOD POLE INDUSTRIAL NETTING, SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPORT FILTER FABRIC BACKFILL CONN STANOARD RIP PAP IE ILTER FABRIC o♦ a♦e s o a rr m dp Q C8 o s �p a dOt'!P� eP 0 p ♦ / �� L ♦�o d $r d I►b I -P t� � O l7 s�0 p p_Q� �/ ..-.. .� NEL 10, RC P C14 S S., V TOTAL. k LE OF GRAVEL ACCESS );` �_ rt_ t 12 >1 pIIp iv a 0A�� O � s � � d"� ♦ Q . .;.v as " � 0 ti P4 i7 0 �c ♦ ra m •�0 0o •♦m©q D 0s c c"moog O• 0 e0 0000 "low C?©Q S 00 0i 6Cpr°®®Q t' a z� ° +a vi $©0eip �'e��oo�.. a"sx:a®e•9Ofl�QpSL`a19r 0 ! DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT SCALE EXACTLY. ALL DIMENSIONS SHOWN OVERRULE SCALING. I TliERE ARE ANY DISCREPANCIES, CONTACT ENGINEER. BENCHMARK SPIKE IN 18" OAK ELEV 336.44 (NGVD) r,y =_ N,/F CO R. COGG—ES HALL ARREIV PROPOSED CLEARING LIMIT LINE i TYP.) SETBACK i / / } ------ ------ 314- / / . ` ..-----312---lo -- -- ••. --, E I r I I i I I lilCV) ! 1 1zr co -- ARL.;:. :,)v PRCPOSi REC 4ADINO ti' I l I l i i E o 1 i M \ �' r 3 1 4 1 1 } t _ } PROPOSED SEDIMENT FENC`i_. \ � I \ 1 I tt \ \ \\ \ \ \ \\ \ \ 1� 60' RBAR - 1 \ '.c'L ----- ------ _— --_�_ —_328` BENCHMARK TOP OF H11B v v �_ �� - �� - � X380 ELEV 334.58 (NGVD) I s1 40 40 80 120 ( ( n :TF­,,APH1C SC ASE IN B`E'ET (CHECK BEFORE �'SENG) NARRATIVE THIS PROPOSAL INVOLVES 'THE EXCAVATION OF 24,000+ CUBIC; YARDS OF GRAVEL WHICH 0 WILL FIARrA 6.U+ ACRE POND TO 7.0+ ACRES, ASSOCIATED REGRADING AND �, NF: I_ X CONSTRUCTION OF AN ACCESS ROAD ALONG THE TOP OF SIOPE OF THE POND. THE Ld d GRAVEL. WILL 'BF: REMOVED FROM THIS SITE EXCEPT FOR THAT WHICH WILL BE USED FOR CC �y � rr_ THE ACCESS ROAD CONSTRUCTION AND REGRADING. THE ACCESS ROAD IS TO BE USED G DURING THE EXCAVATION/REGRADING OPERATIONS AND WILL EVENTUALLY BE THE Z DRIVEWAY TO ACCESS A FUTURE HOUSE ON THE NORTHWEST SIDE, OF THE POND. THE 0 O (' SITE CONSISTS OF 2 PROPERTIES OWNED BY THE APPLICANT 'TOTALING APPROXIMATELY `-� Z Z r� 28 ACRES, THE. TOTAL. AREA OF DISTURBANCE IS 2.5+ ACRES. THE EXC;AL'A'TIOti IIPERATIONS ARE EXPECTED TO BEGIN UPON RECF,IPT OF AL,I" NECESSARYA':'PROVALS (OCTOBER 1991) AND ARE EXPECTED TO BE COMPLETED WITHIN 3 � Z ti tj® YEARS OR AF; R( %*,TM�:TEI,Y OCTOBER 1994. ROGER VIEN,�� (848-I81I) WILL BE RESPONSIBLE FOR ALL INSTALIATION AND MAINTENANCE OF AI_L EROSION CONTROL MEASURES. SFD'_ENT FE:^.F: t.ILL BE INSTALLED AND MAINTAINED AT THE PROPOSED LIMIT OF DISTiLRBANCF: N TETE AREA OF THE PROPOSED ACCESS DRIVE: AND NEAR THE EDGE OF � ��.► THE POND IN 11F PROPOSED REGRADING AREAS. SEDIMENT FENCE: WILL BE INSTALLED AND MAINTAIN D AROUND ALL. TOPSOIL STOCKPILES ALSO. "moi CONSTRICTION SEQUENCE c 4g . " MC.y SE�_L'RE Al..' NEi;E:SSAR�' PERMITS. Ir INSTALL :i IMENT FENCE/STAKED HAY BALES ALONG THF: PROPOSED OSED CLEARI N(; LIMIT AS ►r.�.� ?. hF-GIN GRA"FI. EXCAVATION IN FOND AREA. THIS OPERATION WILL. CONTINUE THROUGHOUT :HE PR0.1E(fi Q) 4_ CLEAR PROiOSED GRAVEL ACCESS DRIVE AREA AND PROPOSED POND EXCAVATION AREA OF ALL VF(;FT T11ON. STRIP AND GRUB AREAS, STOCKPILE TOPSOIL IN LOCATION SHOWN FOR REUSE. AFTER COMPLETION. INSTALL SEDIMENT FENCE DOWNHILL OF STOCKPILE TO MINIMIZE EDIMENTATION. INSTALL DRAINAGE CULVERTS, RIP RAP APRON AND RIP RAP,. CHANNEL. 2EGRADE INLET AS NECESSARY. INSTALL GRAVEL FOR ACCESS DRIVE -AS SHOWN, n). d., 5- INSTALL S DIMENT FENCE ADJACENT TO POND IN AREAS OF PROPOSED REGRADING. CLEAN`. It , �x I, AREA OF ?: GETATION. DEPOSIT GRAVEL IN AREA AND/OR REGRADE AS REQUIRED.' Y ; 6. ALL D I S':1� tBED AREAS OTHER THAN THE GRAVEL ACCESS ROAD AND POND SHALL BE LOAMED 4 MINIMUM) AND SEEDED WITH GRASS UPON COMPLETION OF THE RESPECTIVE AREA.` 7. AFTER ALL SLOPES HAVE. BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES SOIL EROSION AND SEDIMENT CONTROL NOTES 1 . ti7'LRBAN, OF s��il. SURFACES IS REGULATED BY STATE LAW. ALL WORK `�HALI. �!MPLY L.' f THF APPROVED "SITE PIAN" TO PREVENT OR MINIMIZE, SOIL_ EROSION 2. TiiE INST, LATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS ]'HE PES, NS I B, ATY OF THE LAND OWNER, APPLICANT AND THE EXCAVATION CONTRACTOR. 0FFI, LAI S ARE TO CONTACT M.R. ROGER VIENS AT (203) 848-7871 TO REPORT N UNSAT:�I A!T(')RY CONDITIONS OR OPERATIONS OF THE SESC MEASURES ON THE I TE. ? FCONSTRUCTION CONFERENCE WITH TOWN OF MONTVILLE STAFF' IS RE:,UIRED, IOR TO COMMENCEMENT OF ANY SITE WORK OR DISTURBANCE. 3. THE APPLI�SHALL USE THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDMNTTROI." REVISED TO 1988, AS AMENDED, AS A GUIDE: IN CONSTRUCTING THE Eh�'S1�'AV J SEDIMENT CONTROLS INDICATED ON THESE PIANS. THE GUIDELINES MAY OBT-I`, ''� THF CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, `;TATE OFF! F 1 ._DING , HARTFORD, CT 06106 . THE AIi':TT SHALL INFO" ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR ;OF THF Si TF AND REQUIRE THEIR COOPERATION IN AVOIDING THE :S7URBACONTROL MEASURES. .';.I+ 0 -a --SHALL ._,SCHEDULE ALI. OPERATIONS TO LIMIT DIST1TRBANCF TO THE SM-ALLEST CAI, AREA FOR THE SHORTEST POSSIBLE TIME. 6. THE APPLI ':T IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, REPAIR OF #ZEPLACEMENT OF EROSION CONTROL DEVICES TO ENSURE PROPER OPERATION. THE API'I. L�.:.L INSPECT AND REPAIR EROSION AND SEDIMENT CONTROL DEVICES AT THE E.'. L40CH WORKING DAY AND AFTER EACH STORM. 8. THE APDL: SHALL NOTIFY THE ENGINEER OF UNSATISFACTORY EROSION CONDITIONS 1 T CONTROLLED BY THE SITE PLAN AND SHALL INSTALL ADDITIONAL MEASURES A IRECTED. 9. FIELD CHAN E TO THE SITE PIAN SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE ENtI N; ER AFTER REFERRAL AND APPROVAL OF THE TOWN OF MONTVILLE INLAND WETLANDS E' CEMENT OFFICER. 10 ACCUMULATE' ED:MENT REMOVED FROM EROSION CONTROL DEVICES IS TO BE SPREAD AND STAB:L. ; 7 N '_EVEL, EROSION RESISTANT LOCATIONS, 11 . SEEDINr I'W'=.E': APRIL 1 TO JUNE 15, AND AUGUST 15 TO SEPTEMBER 15, ALL DI STUF-: 9F.EA') SHALT. BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE STABIL �N +- SLOPES SEEDING SHALL BE DONE. IN ACCORDANCE WITH THE FOLLOWIN� E,iN AND SLOPE STABILIZATION DIRECTIVES: A. FINE -"ED TOGETHER WITH LIMESTONE AT A RATE OF 90 LBS. PER 1000 SF A.:;FERTILIZER AT A RATE OF 7.5 I.BS. PER 1000 SF. B. APPL: 7 Fi (.T. ,0', .tSEED M'.Lh TUPE: KENTUCKY ELL E GRASS AT 45$; CRF.EYI!vG RED T �`ss A.tiD PERENNIAL RYEGRASS AT 10%, C I"[MF.''s'.r Y. i' SEEDING MULCH THE AREA WITH HAY OR STRAW AT A RATE. OF WITHIN THE SPECIFIED SEEDING DATES, SEED WI TEE �.'N AT A PATE OF 1 LB/1000 SF AS A TEMPORARY MEASURE (LATER 'R SEED AS SPECIFIED AND PROVIDE MULCHING kND; OR S'.'MMF:R MONTHS F0L.L0WING SEEDING, MULCH THE SEEDED SURFACE WITH A E..' ..F OF 70 LB/1000 SF. SPREAD MULCH BY HAND OR MULCH B ::F-= LNTO SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY 1.3 . T.T.'r: E:` � .T ER(,S ION AND SEDIMENT CONTROL MEASURES ARE NOT INSTALLED ' "'T .. E: "":-CORDA.tiCE WITH THE PIAN TITLED "SITE PLAN, PROPOSED <� Jt. ':'REPAIRED FOR ROGER VIENS, FELLOWS ROAD, MONTVILLE, 1991. THEN THE APPLICANT SHALL BE REQUIRED I :" F—' : 7 El C' ANL- DESIST ALL CONSTRUCTION UNTIL SUCH TIME AS SAID c -M—ENT CONTROL MEASURES ARE INSTALLED AND/OR REPAIRED AND CONTIN.UE CONSTRUCTION IS GRANTED BY THE INIA:ND 14. "r. FKRT %'tiER. PRESENTLY ROGER VIF,NS, SHALL BE RESPONSIBLE FOR THE r_ 1 1'ER_4A.NENT EROSION CONTROL. MEASURES WHEN THIS PRC?_?E;CT IS THIS P IS CO ILED FROM OTHER MAP'S,, Yy AND OTHER SOU CES OF INFOPMATION, NKOT TO AS AN ACCURAT SUR"FY AND SUBJECT TO 'FINAL (1 ;. °> AS A ,at. E AC"'OURATE SURVEY MAY IS"' OSE. (D 1489 TOTAL TECHNOLOGY INC These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are not to be duplicated or used N), part or whole for any other purpose, project, Location or owner without the express written consent of the Engineer, W E--- � I I 0 Z 1 I7 Z 4 Q 1 ® CY f 1 v lex OC 3 I I � (D 1489 TOTAL TECHNOLOGY INC These drawings are the property of the Engineer and have been specifically prepared for the owner of this project, at this site, and are not to be duplicated or used N), part or whole for any other purpose, project, Location or owner without the express written consent of the Engineer, �-t I � t+"`y Z 3 Q) W ;T Q A —J Z W cam°, [}-' U 9^w 0 Q 0A �-t t+"`y F cam°, [}-' ,�•�'1 N ES14 COALL GG AFP' AN C) POVD Fl.FV 3fO.2-r E-4 co 10 10 . .. ...... . .. ... . . ...... lot ? EDGE OF POND (TLP}---,,` --- ------- 3),6 3e4 -3Z8-_ _T REE LJ :VE —33o 332- GRAVEL DRIVE TREE LiNE ............................. .... ....... -JAI P SAN SAN MH TF 332.73 INV 324-47 Cn Cl) DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT SCALE EXACTLY. ALL DIMENSIONS SHOWN OVERRULE SCALING. IF THERE ARE ANY DISCREPANCIES, CONTACT ENGINEER. i L BENI. I K r'OP OF !ROA' PIN ELEV 327.67 (JVCVD? PROPOSED' STANDARD-- RIP RAP CHANNEL S-0.31 (SEE DETAIL) N "IF pprSElS LTMITED PART RSHI AJL ENTER C,RADF TO DRAIN ROPOSED 5'XI5'- ,IP RAP APRON AT INLET INV<,')' 327.48 N -314 - — A H L_ F'l E', POND ELEV 308.6± 0 0 till t 0 It 314 INV 309.25 18" CORRUGATED PVC 31,9 JNrV 309.38 PROPOSED EDGE OF POND rr PROPOSED SEDIMENT FENCE --�irr RAYMOND R-40 ............. 0 (P R- I 20 V ',>lt0r3S0N SCHOLFIELO P0140 tz qo R-40 OLO -OLCHESTER NC R-20 Opp 1ROP,o CF Q� R- 1 2C �VHEELEF4 <.I POND . . ............... �\ 200n - -- ----- ----------------- lc_ �<Ns LOCATION', J S' --ALF-. 1"=2000' GRAPHIC SCALE IN FEFT 'j, .4 4 NOTES 1. BOUNDARY I! FORMATIO1b,.4 T TAKEN FRU CM PLAN TITLED "PROPERTY MAP LAND NOTW OR FORMERL',' OF ROGER J. MENS AND BIRGIT M. MENS FELLOWS ROAD MONTVILI-E �"12 CONNECTIC T NOV. 30. lo89 SCALE 1"-100' SHEET PM -1 REVISED UP TO 1-0-2 PREPARED OeCARLU ,-'x DOLL, TNC. 2. ELEVATION' ASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD) imp 3. LIMIT OF -'LAND WETLANDS WERE FLAGGED BY MICHAEL SCHAEFER OF ENVIRO-IFECH C0114117 SULTA-N-,' A -ND FIELD LOCATED BY FIELD SURVEY. 4. SITE IS L 'I TED IN A R-120 ZONE. CL > SITE IS N, A COASTAL AREA MANAGEMENT (CAM) ZONE 6. SITRI*n I N IZONES A AND C AS SHOWN ON THE FLOOD INSURANCE RATE MAP L4 FOR THE E4 F MONTVILLE PANEL 5 OF 16 COMMUNITY PANEL #090099 000-5 B EFFECTIVE EJULY 2, 1980. t CY 7. THIS PROF L I INVOLVES THE COMPLETION OF A PREVIOUSLY APPROVED EXCAVATION I INVOLVING E REMOVAL OF 24,000+ CUBIC YARDS OF GRAVEL WHICH WILL ENLARGE ®r- 1589 TOTAL TECHNOLOGY C GY IN r THE EXIS'l POND ASSOCIATED VPr_PAr)T'KT(' AND CONSTRUCTION -nm 01 UUllUl'4 Ur ACCESS ROAD These w-awings are the property PROPOSED of the Engineer and hove been ALONG THE TC,P OF SLOPE OF THE POND. THE PROPOSED AREA TO BE EXCAVATED IS spectficatty prepared for the owner SEDIMENT of this project, at this site, and BASICALLY FFE SAME AREA THAT WAS PREVIOUSLY APPROVED BY THE ZONING AND FENCE CSED� SEDIMENT E are not to be dupticated or used FEASIBLE P LAWN I N G `�WIISSION. THAT PER -MIT EXPIRED THIS YEAR in part or whoke f or any other STOCKPILE purpose, project, location or owner /without the express written consent LOCATION 8. PROPOSED .)ND ENLARGEMENT AREA IS 1.0+ ACRES. PROPOSED WETLANDS DISTURBA-NCE of the Engineer, 1:5 20,27-_- 5F. 9. THE AREA ADJACENT TO THE EXISTING POND EAST OF THE EXISTING GRAVEL DRIVE SHALL BE F', GRADED T(-) A 2:1 mAximum SLOPE, LOAMED AND SEEDED WITH GRASS. SAN MH TF 330.09 INV 323.44 � \ 32- SAN VH 77 331-36 INV 320.81 -334 LEGEND AND ABBREVIATIONS / � �" — / Q GRAPHIC SCALE IN FEET (CHECK BEFORE IJ.%ING) 728---- CONTO'U'R PROPOSED CONTOUR 330.0 PROPOSED SPOT GRADE BUILDINC SETBACK LINE' CHIP CORRUGATED METAI, PIPE D iikm ET E _t328 Z ELEVATION HDPE, HEAVY DUTY POLYFTHELENE INVERT IRON PIPE/IRON PIN LBS POUNDS MH MANHOLE MIN 14 1 NIT IM_U M N/F NOIP W OR P`A7 POLYVINYL CHLORIDE PIPE S SLOPE SAN SANITARY SF SQUARE FEET TF TOP OF FRAME TYPICAL THIS MAP IS CCITPILED FROM OTHER MAPS, DEEC) DIMENS IOAS AND OTHEP RCES OF INFORMATION, NOT TO BE CON ST Rk"'ll AS A N A lE SURVEY AND SUBJECT TO FINAL A',l-4-"`, AS A M00%_ ;,PATE SURVE%,/MAY DISLOSE. of FORMERLY z LLJ _J z LLJ LAJ 0 U Q) 1--i 0 0 2 OF 2 of