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HomeMy WebLinkAboutSite PlanLOT 34 BULK ZONING DATA R-20 RESIDENTIAL ZONIN6 DISTRICT TOM OF MONTVIL z I TEM I RUlRD :=PRO'C3D USE 5IN6LE FAMILY 5IN&LE FAMILY MIN. LOT AREA 20p00 5F SF AV6. LOT FRONT I 100 FEJT M.4 +/- FEET MAX. LOT COVERAGE WA WA ._ MIN. FRONT- YARD, 40 FEET MIN. 900= YARD 15 FEET 40 +/- F El MIN. REAR YARD 40 FEET i6 +/- F Et• WATER SERVICE MINICPAL SANITARY SEM:R 1KNIVIFAL 24° FIA. HEAVY DUTY CAST IRQN MANHOLE FRAME AND COVER NisFaEv QRAVE HRIGK COURSE A5 REQUIRED ..-SITE .:LEGEND Z11TE -4I38REVIATIONS I ___..___.._.._.1 �4 .._....... ._____.._ EXISTING CONTOUR A.C. ASPHALTIC CEMENT MIN MINIMUM AVG. AVERAGE M.O. MASONRY OPENING PROPOSED FINISH GRADE B.F. BOTTOM FOOTING MON MONUMENT .1 e54 CONTOUR BIT BITUMINOUS MS MERESTONE BLDG. BUILDING N/F NOW OR FORMERLY +154 CB CATCH BASIN O.C. ON CENTER PROPOSED SPOT GRADE o�w OVERHEADWIRE W.P. CAST IRON PIPE G)3# CL CLASS 0/H OVERHEAD PROP05E-D-CATCHSASIN _ CMP CORRUGATED METAL PIPE PI POINT OF INTERSECTION CONC. CONCRETE PROP. PROPOSED BUILDING SETBACK LIMITS CSO COMBINED SEWER OVERFLOW PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH CY CUBIC YARD PT POINT OF TANGENCY . - - NDARY---LtNE N.P. .DUCTILE IRON PIPE PROPERTY- $U _ PVC POLYVINYL CHLORIDE PIPE CONTINUOUS E OF STAKED DK DECK PVMT PAVEMENT .. ......... � .... ' ..... EROSION CONTROL DMH DRAIN MANHOLE R RADIUS � ELEV/EL ELEVATION RCP REINFORCED CONCRETE PIPE ` FLAGGEDWETLAND.:LINITS E.O.P. EDGE OF PAVEMENT REF REFERENCE / WF#38 WF#39 EX., EX'G., EXIST. EXISTING REQ'D REQUIRED FC FINISH CEILING ROW, R/W RIGHT OF WAY t ~ I EXISTING BRUSH/TREE LINE FF FINISH FLOOR RR RAILROAD F/ L FIELD LINE �1 RET RETAINING FT FOOT . S ....SIGN PROPOSED LIMITS OF CLEARING G GAS S= SLOPE GR GRATE / SF SQUARE FEET H HIGH SMH SANITARY MANHOLE PROPOSED DRIVEWAY APRON HDPE HIGH DENSITY POLYETHYLENE PIPE ST STORM HYD.. HYDRANT INT INTERIOR STASTATION SY SQUARE YARD - W W W W- PROPOSED WATER SERVICE INV INVERT SVC(S) SERVICES LF LINEAR FEET TF TOP OF FRAME 5 PROPOSED SANITARY 5EWER SERVICE LP LIQUID PETROLEUM THK THICK L.P. LIGHT POLE 'TYP TYPICAL 5 EXIST SANITARYSEWER SERVICE LT LEFT U.S.T, UNDERGROUND STO E TANK �.. MB MAILBOX U.P. UTILITY POLE--�--- CHAINLINK FENCE MH MANHOLE WG WATER GATE / PROPOSED REGULATED AREA FILL _-Ai = Ci. -r, LO T 32 ,o�,p�o-�v�y+{g-�-%� _ _�j � It �}- � OFOdL, 5 >REGVLA ! 5� MV. 0, z z z = IM.WCr AHL 0 00 ul 4� U a) a �� s_ LL1 ca 0 () LO Cn�-= ' � (D ®I I CJ z � 43 �gi L A AID 1677 Qh FINISHED GRADE *� GENERAL NOTES � �©�,®���,} 811 a%1• 8 • a. J C /- `,/ c .WWII Lit i\ \/ (��L� �00 CJl (�O 4�s 1 ®1C.�.JT F y �; PRECAST REINFORCED MANHOLE R�4-INA-L;T7� h4; /N57 -ALL N,E• t - 1.) - REFERENCE 15 MADE" TO --THE "PLAN(S) TITLED: CAST IN PLACE \ / BACKFILL WITH APPROVED / ALUM. MANHOLE i \\ MATERIALS THROUGHLY CONNED T' NEA 1211 1��FE r / 1211 HDFE ZiR�A/N PIPE; d.eG,r�AM $ If '� �j �� STEPS f2' O.C. MANHOLE JOINT MAY BE TAMPED IN LAYERS AS N` .` AF �-T� L -O E 54A A.) �aUBDIYIBION MAP MONTVILLE MANOR PROPERTY ®F t3r4RBER, AND W I z o z w W SPECIFIED FOR EITHER SPECIFIED. FIFE 7-0 �150HA�OE EN� 0EEL71 OVER ��iO� jN� C��f RFACE STEVENS, INC., MONTVILLE, CONNECTICUT MORTON 5. FINE, CIVIL 1- Q V) � w > = = v� � MORTAR OR CONFINED '0' \ / Y OVER I i +s ..+'V 1 � (/F 6 %A � I NFE � O RING GASKET. \ 12' \ �f " • I r ""� i I \ EN&NEER AND LAND SURVE!"rOR, HARTFORD, CONNECTICUT, APRIL LJ C _ � ow < Q (MIN.} 0 AXI T I M .00L T _ _ ( L I MI N14 T CIL? � .Oi N �l TGf� f% .. - la,_�a�O; sG s 4.0"; SHEET- I .OF -7. w �- O Q z w-�v�o o o INV �. 0 '�; `` F ;'" B.) "SURVEY PREPARED FOR HABITAT FOt? HUMANITY 'ARK ROAD L, o = Q 5" _ _ \ MONTVILLE CONNECTICUT" - SCALE: I" = 20' 0'7.20.2003• PREPARED AND o > J o � \ # - BACKFILL IN THIS AREA TO BE VER/F/50) f © n W W W MINIMUM REINFORCING a \ - 3/4>` BROKEN STONE FOR PVC (TO / f CERTIFIED "A-2" BY HAYWARD-HOL5ROOK SURVEYORS; 5TONIN6TON, CONN. cC w = I 0.12 5Q. IN. PER LINEAR PRECAST R>:1NFORCER �`° % - w w z W O U U7 co w ry FOOT OR AS SPECIFIED MANHOLE RISERS �. PIPE AND PROCESSED GRAVEL i fl��! F7 a + \ /� -MANUFACTURED IN P, 2', 3' .� \ . ..... . I/ - x /.....�SMNT .�N __Li LI -Ld _ D 3. OR PEA STONE FOR ALL OTHER r / 2.) PARCEL TOPOGRAPHY WN HEREON WAS TAKEN FROM THE PLAN REFERENCED = - z cc w z ^= AND 4 LENGTHS. \ _. - �� :i-'--^-. � O .•:4 - INSTALLATIONS. 4 - I- - �` r Or-- T CAN OF MON fi \/I L E 1- o w FOUNDATION TO BE SHAPED \ �i: S �. IN NOTE 1(5) ABOVE, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO O 0 0 ov z I_ CL o _ .. Jj�� H F �j 7- /� � + � GOMMENGIN6 ANY SITEWORK, EXCAVATION, ETC. cw� EL (1-1 � z � � w o � � � _ Cr TO FIT PIPE EXTERIOR AT � � f ;`---.� �j' { 's� T1 ! ! ���1`TT� ! O ��/- �>✓1 `t THIS HEIGHT. \ ,/' ' / M l N T�4I N . 1 N TEM _ . 3.) • - -rOP06RAP+�Y-'r�ATVM f - BA�Er,� - ON A��ur�rE�- nATUM. o o �. _ _ _ Q . ,. _ I . KNOCKOUTS AS REQUIRED NO ROCK TO PROJECT , �o z Q C.) ID Q V) - O V) 3� w Cn O v I WITHIN THIS LINE. � j _ .. -- __ THE SHALL BE SERVED BY MUNICIPAL 5EWER AND WATER SERVICES. . ._I- a _ r ` DRAINASF DITCH LIMITS FL.ASOF_L� �- Y �.) S SITZ: :IGHA 5NAR S<I, CERTIFIED .. 5a THIS PARCH15 LOGATW WITHIN THE WN R:20 ZONE DISTRICT OF Tfe TOREVISIONS 4.- g CONC BASE i' ;' ���� �' �jO I I j� OF MONNILLE: GONNLGTIGUT NENi LON170N COUNTY / r I IN T. 200 AS b" CRUSHED STONE' BASE - t ] O - - b:) THIS PARCEL l IDENTIFIED . LOT 54 ON A55E5SOR' NtAP .Q"7 IN TRENCH DETAIL FOR STORM ` I �' .: ..,:f : f _ _ NEM STORM MH 0 - � Ir k II �� THE TOWN OF MONTVILLE LAND RECORDS. PRECAST TORI"( I"1AN�-I®LE DETAIL AND SANITARY SEWER ' ,.� ?.J ALL MATERIALS, INSTALLATION AND tNORKMANSHIP 15 TO BE IN TF 44. 0 -�/ (MATO�f NEA �FA�E) SOX. �OOTION Or ACCORDANCE WITH THE TOWN OF MONTVILLE STANDARDS AND/OR THE STAKE PACKED STRAW -BETI,NEEN --BALES _a Via- - �❑ Win- ❑ -n- STRAW -BALE COMPACTED FL04'J ;::: BACKFILL-� PLAN VIEW FLQF\ 2.06.04 BORDER ELEVATION VIEW STRAIN HAY5AL.E 5 ARRIER j -SNOW FENCE -DRIP LINE CORRECT METHODS OF TREE FENCING � LOT AF kk _ I \ 69 EXIST SMI _TI= � 55.1 N\/=4&.4+/- 0 0 NNEC \/=4&.4+/-_ 00NIEG T :NEA . '.' ..SAN N. HC. 70 EX/ST 3AN MH A/ 7H EXTERIOR L-)ROF CONNECT/ON INSTALL NEJM l I/21I GT DOMESTIC AATER 11 ..T' ,!1_O. G:TION 1,-J,r, lTo BE t=1ELD VERIf=IED) y FENCING SHALL BE HIGHLY VISIBLE, OF STURDY CONSTRUCTION ...AND.AT._LEASTTHREE (3).-FEET.HIGH. FENCES.MAY BE SNOW FENCE, BOARD FENCE, SYNTHETIC FABRIC FENCE, PLASTIC FENCE OR SIMILAR MATERIALS. CORRECT TRUNK ARMQNG TREE PROTECTION DETAIL. r>' tr T+tE-STANDARD-SPEGIFIGATIONS FOR-ROhi35,.BR1D6]� Atfi+iD-INGIDENTAL- �AI�Sl'RUGTION _ EXI STI Nom- .T�FE OL CONNECTICUT DEPARTMENT OF TRANSPORTATION; FORM 1314; LATIN EDITION (TO BE VERI FIEE2) (fA7-C H B/4S/N TO 3E VERIF/E� WITH ALL ADDENDA AND REVISIONS THEREOF. OON�EOT EXI..ST 12 OMS (�} l \ � � INV 8.) ALL. UTILITIES SHOWN OR REFERRED 'TO 1N THIS PLAN ARE APPROXIMATE AND MUST 5E VERIFIED 5Y THE CONTRACTOR PRIOR TO ANY SITE GON5TRUGTION. THE 6` ', - CONTRACTOR -SHALL. -NOTIFY -"GALL BEFORE YOU DIG" AT I-SOO-CI22-4455 s_` CONNECT NEA FTO 51AIN AT LEAST THREE (5) BUSINESS DAYS PRIOR TO ANY EXCAVATION. NEA 03 :- INTO MH SUMS'II II q.) FROP05W WORK WITHIN RE6ULAiED AREA INCLUDES IN5TAL.LING NEW T �F 0L CLOSED PIPE STORM DRAIN SYSTEM 4 5TRUGTUR -S; AND FILLING ,``�• r . ,' : - LTF .0-�� (M T:j t1�1 EXlSTINEr 2500 SF DRA#NAGE DITCH (250 CY) TO ELIMINAT'> Ti-fE EROi1EiD INTI.0/ DRAINA6E DITCH. TO / � � _ \ lo.) ALL NEW HDPE PIPE AND STRUCTURES SHOWN HEREON WILL SE PURCHASED -°' ,\ AND SUPPLIED BY THE TOM OF MONTVILLE DPW. INSTALLATION OF THESYSTEM V - NT4HABITAT FOR #�tUMANITY). 5i-fALL BE PERFORMED BY THE APPLIGA FIFE �. 11.) HORIZONTAL # VERTICAL LOCATIONS OF EXISTIN6 STORM DRAINAGE PIPES, EXI 3T' 12 INVERTS STRUCTURES MUST BE VERIFIED PRIOR TO ORDERING AND 011TLT TOS INSTALLING NEW STORM DRAIN MATERIALS AND IMPROVEMENTS. ��-y�g�f ...i `•9' y+'.•. i qj ti , ;r I i�t�- ,_,�/ � '=' • .,. 1171 �� ��` ; . + � � X i y�� SOIL EROSION & SEDIMENT CONTROL NOTES 7. -EROSION GONTRO FIRST-ITEM-OFCONS - L-- ME��: ARE TO -BE THE TRUGTION AND ARE TO BE MAI NTA I NED UNTIL ALL V 15TURBED AREAS ARE ' -`q••� PERMANENTLY STABILIZED LTR DESCRIPTION -DATE A INITIAL ISSUE TO I NI AIA 1211�1� REV DRAINAGE PER fi OLIN DF%t 2.06.04 TRESS, BRUSH AND SHRUBS ARE TO BE CLEARED IN AREAS � GRADIN& �� - AN OF MONTVI� WILL BE - - _ �' - - t � O� ,� _ ..cLEAR� ARE TO B���To REMaV� ALL -STUMP-� � ROOTS, TC AND DISPOSED OF OFF-SITE. �r_, XL To A THE CONTRACTOR SHALL STRIP ALL TOPSOIL AND STOCKPILE TOPSOIL EASEMENT ON A��IOI NES 0 ON-SITE, IN AN AREA NOT IN WAY OF CONSTRUCTION. PRIOR �- ` TO RE -USE OF. TDP5011., .IT a5 REG�JMMENDED. TO SCREEN -THE. TOPSOIL . s� 1 w FOR REDISTRIBUTION. SECURE ALL NECESSARY PERMITS FOR 50RE)ENIN6 A5 REWIRED. THE TOE OF THE STOCKPILE SHALL BE PROTECTED FROM z \" ; ,% �`` - Q ` • " 4 ` 1.. _EROSION/SEDIMENTATION BY INSTALLING A ROW OF STAKED HAYBALE5 OR . / ' AN APPROVED SEDIMENT FENCE ALL. AROUND THE BASE OF THE STOCK- c) O; OS 0 0 - 1?11 E.. THE. C0NTR 0T.0R _ . LL._.SFED. THE WITH. RYE. 6RAS5. OR ...... _ y �.. W 1 �y y: ,� t �- EOUAL IF IT 15 TO BE LEFT FOR A PERIOD EXCEEDING 120 DAYS. OL �, U _ STAI�E:� H/4"r3AL E3 AL=ONO '� "� Q w / 1 # 4.) CONTRACTOR SHALL R, D15TRIBUM THE TOPSOIL TO A MINIMUM DEPTH OF FOUR Q C) � _._... ' , , � •I �; - - , � LIMIT Ml T 0� � I � TU�>�� NOS � (4) INCHES, 6RADE THE FINISHED SURFACES TO DRAIN AND TO PREVENT W _ , ER051 ON/5ED i MENTAT I ON AND P®ND I NCS LIJ �- � fat ;.. --- --- ---- � �`; � ,� � __ S.) THE AREA OF 5lTE D15TUR5ANGE IS APPROXIMATELY q,lw �/ S.F. THE ® U ce) -� /� 6 -1 '� ''� _ ' r`- _ ` ~```� FXI5 r 20 I SII �E 5AN. 3EAEF CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL ® 0 ' = `-a- _>>> = .. � � :` / ' t + �� l� EROSION AND/OR SEDIMENTATION FROM THE EXPOSED -EXCAVATION. A5 _J C) 0----------- ------------ _ __..... 5N l FAO O THE SUCH THE G / II W ___ _ __ __ ___ _ _ ___ O 0 t. i r -w ONTRACTOR SHALL USE THE STATE OF CONNECTICUT GUIDE- ... _ , ,� __. `.... 1q 0 -. TO N MONTVILLE - LlNE5 FOR SOIL -EROSION AND :SEDIMENT CONTROL .LATEST REVISION, AS }-- - O MO A GUIDE FOR METHODS OF 501L L055 PREVENTION, WHICH SHALL BE A LU o- {L O VI1q q F5 `/2 PART W s fir. r OF Ti-tl5 PLAN. W °. STALL T7AN STD N1�! 20 4 ' +�_� I, EA 5EMN T IN V0 6,) THE CONTRACTOR Sn HALL NOTIFY THE ENCiNEER IMMEDIATELY UPON ANY Q UJ '-- .. _ .. DISGOVERY._OF SITE-GONDITION5 .NOT ADDRESSED BY THfS -'.LAN. THE .CON- ZIVEYIAY A-f:rR0N OF TCAN OF 114CNT-VI LLE TRACTOR SHALL NOT DEVIATE FROM THIS PLAN WITHOUT THE WRITTEN PER- CL 0 � M155ION OF THE ENGINEER AND THE LOCAL SANITARIAN. .._..N ,, AI TH R/OHTS T O C AIN 2• toy, 1a• toi,r 0 4� 7vz• r r -5w /_ ?.) REFER TO THE ARCHITECTURAL PLANS (BY OTHERW FOR EXACT BUILDIN6 Imo' LJ l�� /NT/AIli � /Al N/A�E 3Y3 iFEM 2' 2` < �- I�- r�- _ FOOTPRINT C ONFI6URATION, -5IZE. AND_ LA'GOUT. _ ._ ..... Cy _ I T 8,) ALL DISTURBED AREAS NOT COVERED BY DRIVEWAYS, BUILDIN65 OR WALKS 11 5HALL BE PLANTED WITH 4" MIN. TOPSOIL, LIMED, FERTILIZED, < u - r' ... Afz' LOT 55 12' 2- 8'/4' w FINA!_ 6RA12� �SHf�LL NOTOEXGFEi7.3.1 (HORIZ:VERTIGAL)_ � 0/ I q) ALL D 15TURBEP AREAS NOT COVERED BY BUI LD I NCS, DRIVEWAY, ETC,. N/F TRA1°NOR ARE TO ISE C-pRA1:;)1=1:;) ANI::> STA5I I_ I Zr=1:;P AS I=OL.LoOwS: A. PLACE A MINIMUM OF 4" TOPSOIL IN ALL AREAS. APPLY O s_LIMESTONE -AND TILIZER�-IN-AGGORDANGE--WITH TEST- 4 - NDATI�'iNS. _}.. 3 B. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE. Sheet N o . /_ G. APPLY STRAIN OR HAY MULCH ON ALL SEEDED AREAS. c`7 U P!Y{OUS BACFffILL ORNNAGE OPu^^i4.fi5 N AWe � "x -•'f'; { z ELEVAT7DN. D. SEEDING 5HAL1. TAKE PLACE BETMEN APRIL l AND ..>I.1NE iia, OR SmvTEMBm �- I ✓- AND :OCTOBER 50.- -UPON SEED I NC7, APPLY 5TR A4N OR- / HAY MULCH AT A RATE OF 2 BALES PER IOOO5F. IF THE / 5EEDIN6 15 APPLIED OUT51DIE OF THESE TIMEFRAMES, THE AREAS POLE CRUSHED 6' CRUSHED ARE TO STABILIZED WI 5 OR HAY GH AT RATE OF QOLBS f0005F. / .ci a 0.& .. _ _ a. �._O, $, - ONE BASE 8• 3,-0- _ B- STONE _ ... ... ._ BE TH TRAW MOL. A / BAS - IO.) - �tiEET 1- OR 1 . _ AL.I: DISTURBEDAREAS ARE TO � SEEDED WITH _"fi�.JTURA -2000" BY THE CHAS SMI 5-° 4-;• C. HART CO., CONTAINING THE FOLLOWING VARIETIES OF PERENNIAL RYE GRASSES: .-FIESTA 11, BLAZER 11, DASHER 11, AND EXPRESS. A SEEDING RATE Scale: --; TF = 4� PER ACRE 15 RECOMMENDED. 1 ■ - 2{,, <IN\f.=.40.4+/`-� .GRAPHIC ._S.C.ALE FRONT VIEW SIDE VIEW i 20 p 10 20 40 80 NOTE: END CF PIPE TO BE CUT FLUSH WITH INSIDE OF CATCH BASIN.- �� LIQ ``' D `--+ t e WHERE PRECAST CONCRETE UNITS ARE USED, THE TOP E- E U lJ 1 I DECEMBER 2003 - UNIT.SHAII -BE-AT LEAST 6" BELOW THE BOTTOM OF THE -PIPE. 2004 0 9 J .. IN -FEET) TYPE "CL" CATCH 5AS I N F EB Project N o . 1 inch = 20 ft. 231039 By_.