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Home My WebLink AboutSite PlanNOT TO SCALE LINE CHART EXISTING — -532— _ , / _ — — CONTOUR --5-30 EXISTING CONTOUR LOT LINE STONEWALL s- S---�-- SILT FENCE --------------- BUILDING LINE -- BIT, LIP CURBING g PROPOSED CONTOUR CLEARING LiMIT E= L F= VAI' ! +C3 i�'L.asN \/IIE=W & S CONSTRUCTION NOTES SEQUENCE OF ACTIVITY- HOUSE LOT DEVELOPMENT N REFER TO THE 2002 GUIDELINES FOR SOiL EROSION AND SEDIMENT CONTROL DEP BULLETIN EFF. MAY 1. LIMIT OF DISTURBANCE. Upon approval of site plan 2"X3` STAKE 2002, THE CONTRACTORSHALL REFER TO THIS DOCUMENT AS NECESSARY TO MEET ANY UNFORESEEN the limits of development shall be established in the field BALES BUTTED SITE CONDITIONS DURING CONSTRUCTION, for each proposed structure. Disturbance limits shall be AS -SHOWN and Ot i / TOGETHER O Z T ER shall be bounded by staked haybales, silt fence or wood chips. REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES: 2. TREES CLEARED. Trees shall be cleared and cut to length and stacked or removed from the site. CONTROL MEASURES WiLL CONTINUE TO BE MAINTAINED UNTILL THE SITE HAS STABILIZED. STABILIZATION iS BALES TO BE DUG UNDERSTOOD TO MEAN ALL STORMWATER RUNOFF 1S OCCURING ON SURFACES THAT ARE PERMANENTLY 3. EROSION CONTROLS. Disturbed area shall be bounded by staked INTO GROUND PROTECTED FROM EROSION AND THE PRODUCTION OF SEDIMENT. haybales or silte fence. All erosion controls, including silt fence and ILL, ( antitrackingpad, shall be installed and inspected by the Land Use Planner/ZEO and Wetlands Agent PRIOR TO STUMPS BEiNG PULLED, GRUBBING, OR EXCAVATION. The Planner2EO and Wetlands Agent MAINTENCE REQUIREMENTS FOR CONTROL MEASURES: may modify the erosion control requirements based on field conditions so as ® STAKES SILTFENCE OR HAYBALE BARRIERS -INSPECT ONCE/WEEK OR AFTER ALL RAW EVENTS OF 0.5" OR GREATER, to adequately control erosion and siltation from the site. (2 PER/BALE) REMOVE SEDIMENT DEPOSITS OF 6" OR GREATER. MAINTAIN SILT FENCE INTEGRITY WiTH NEED REPAIRS AND 4. DRIVEWAY. All driveway and driveway shoulders shall be stripped, REPLACE ANY ROTTED OR DISTURBED HAYBALES. graded as shown on plan, and graveled. All driveway shoulders shall be stabilized immediately upon grading, either by diverting runoff, mulching, CONSTRUCTION ENTRANCE: or seeding and mulching (depending on the season). MAINTAIN ENTRANCE iN A CONDITION THAT WILL PREVENT TRACKING/WASHING OF SEDIMENT ONTO PAVED 5. TOPSOIL. All topsoil shall be stripped and saved in an area as shown _ SURFACES. PROVIDE PERIODIC TOP DRESSING OF STONE AS NEEDED. EXTEND LENGTH OF ENTRANCE AS WARRANTED. on the plan or as approved by the Planner and Wetlands Agent. Topsoilshall not be removed from the site except as in compliance with the IMMEDIATELY REMOVE SEDIMENT DEPOSITS TRACKED ONTO PAVED AREAS. Zoning Regulations. 6. CONSTRUCTION AND DISTURBED AREA. Excavation and TEMPORARY SEEDING AND MULCHING construction shall commence following inspection and approval of erosion \ TEMPORARY STABILIZATION METHODS USING A HEAVY MULCH OF WOOD CHiPS ON SLOPES OR DRAINAGE controls and construction of the driveway. The disturbed area shall be CHANNELS TO BE APPLIED AS REQUIRED. graded so as to contain runoff within the lotto the greatest extent possible. DRIVEWAY WATER BARS SHALL BE INSTALLED AS SHOWN ON THiS PLAN. REVISED LOCATIONS OF BARS OR 7. SiTES 1N WINTER. When a site will be open during the winter months, t1 ADDITIONAL BARS TO BE ADDED AS NEEDED. rough grading and 4-6 inch mulching must occur prior to construction in t , GRASS MIX FOR TEMPORARY SEEDING SHALL BEA CONTRACTORS MiX OR EQUAL RAKED OR ROLLED INTO SOIL. order to minimize erosion and uncontrolled runoff during the winter months. 1 1 ' 8. DRAWS. Roof water drains shall be installed as shown PERMANENT SEEDING on the approved plan. ANY CHANGES TO THE LOCATION OF THE DRAINS OR THE ADDITION OF ANY DRAINS SHALL BE APPROVED ` SEED THE GRADED SLOPES OF THE DRIVEWAY WITH A SEED MIXTURECONTAINING A HiGH BY THE PLANNER AND WETLANDS AGENT PRIOR TO INSTALLATION. PERCENTAGE OF CREEPING RED FESCUE AND PERENNIAL RYEGRASS. MULCH THE SEED \ \® BED TO OBTAIN A 90% SURFACE COVERAGE. 9. COMPLETE SITE WORK. Finish grading shall occur as soon as possible on all lots where there is potential for erosion and for degradation of wetlands and \ watercourses. Lots shall be finish graded, seeded with perennial grasses suitable for the respective amount of sun or shade and mulched prior to Certificate of ` \ Zoning Compliance. \ 10. FINAL STABILIZATION. EROSION CONTROLS SHALL BE \ MAINTAINED ON THE LOT AS LONG AS THEYARE NEEDED TO CONTROL EROS/ON AND SEDIMENTATION. 5 ti� / / 1 \ % 5 I / �1 1 1 l I \ `\ \ ♦ ♦ `♦ r r Q! 1 1 ' � ' \` IN VS ► y { ACRES{ ; i �K P.�WELL 1.';892 \50' WEr�SET- i \ \ CD PP '°�► s. \ i , � w//_ l ♦ \ t\1, •0000i�..�lo. REBAR I \ �\ 1to FOUND ' ' 1 `t , O O 1 \ 1 32 I 466 - ' 9O `✓ ',, ; t \', •Oo 1, It BENCHMARK ; 1 y / 4 i \ TOP MANHOLE — t ' \. I -. - L. -T--'.---- �,• ,O�••o ' ° i + 1 1 �• 1 6' 1 NAD -83 = 413.50' INSTALL EASE. LINE 20'S.Y. ` _ °�`°°• ••�•;, ' !' �` \ 1 •••..' \ ®F t' i ANTI -TRACKING ` -- i t 1 r•, 1 � ` . 1 .� FEN ' Il � � ,' ', \ ' '\ '°` ° •• —\, °..., 1 PAD CONCRETE MAN �'' gll. s j r INLAND WETLAND \�� 1 t ..�.�..�.°.�...� L�49 14 55 I MON. FD. J ' .1 `, 15"POLY r -- —.HOLE r' �,', �. \I' %"- SFE NOTE A] 4 r R=60.00 r ---------- 15"p, ..�... N 88°51'20" E oL y ,, / 76.76' o' a �' ` 4 \ ' DOUBLE o ,`o u,' ® 15 POLY p �' •� • rr �,-- , F.E.S. D0 ,,'' \ - �-.®• °..,..•....®...�•...o..•.,°� - - - , �► I C. BASIN � "-- ' r t F59°06'26" - 396 ••• \ ', I I r � / A R=60.00' 20' S. Y. / %° `, \ '�► - 394- _ - 394 L=61.90' i —�`- o'' v` ----- -- ----------. ''®• ! \ `' � / �p6 �, � 1 \j / a 392 - � � � `, , _ \ ` NO ' as , � \ NOTE A RIP—RAP SPLASH PAD DESIGNED TO FIT EXISTING FIELD CONDITIONS. NO RIP—RAP OR FINAL GRADING WAS DONE UNDER SUBDIVISION PROCESS. ELEVATION BASE iS NA VD -88 FROM GPS METHOD. NOTE: NO RECORDS OF THE SEWER STUB LOCATIONS ARE AVAILABLE FROM THE TOWN OF MONTVILLE (WPCA). CONTRACTOR SHALL VERIFY FIELD LOCATION OF STUB PRIOR TO INSTALLING ANY PART OF THE HOUSE SEWER LINE. CONNECTION WILL BE GRAVITY WITH CLEAN OUT @ FOUNDATION. NOTE: CONTACT TOWN OF MONTVILLE WPCA FOR SEWER CONNECTION PERMIT AND TIE iN SPEC. S (860-848-3030 EXT. 5) SURVEY NOTES: 1.) LOT BOUNDARY DATA TAKEN FROM A MAP ENTITLED "MONTVILLE ESTATES CLUSTER SUBDIVISION, MONTViLLE, CONNECTICUT, SUBDIVISION PLAN, SHEET NO, 2, PREPARED FOR MONTVILLE LAND DEVELOPMENT, LLC, SCALE: 1 "=100, DATE: 3130107 LAST REV. 6118107, CLA ENGINEERS, INC. 317 MAIN STREET, NORWICH, CONN., ROBERT L. MULLEN L. S. NO. 12331.". GRAPHIC SCALE IN FEET 30 0 30 60 90 120 141100 It INV.=393.0' ®® \ �• & SERVICES ` /�• 1 ( °`. - i! o� , ,t, \ 11 ,` X 901 {', ND SETBACK '`"�92 �� •• ; ` Q6,64 / 75 MIN. LL RAD, I 50' WETLA °3 \ y \ �\ V, 1 1 I , ia�.r�rz.�ar THIS SURVEY MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF STATE AGENCIES "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONN." AS ENDORSED BY THE CONN. ASSOC. OF LAND SURVEYORS, INC. IT IS A IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO CLASS A-2 STANDARDS. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLYC�� S OTED HEREON �G JOEL M FULLER CL L.��14197 PLACEMENT AND CONSTRUCTION OF SYNTHETIC FILTER BARRIER POSTS 1.)SET POSTS AND EXCAVATE A 6"X 6" 2')EMSE WIRE AANGLE 10' TRENCH SET POSTS I FENCING TO UPSLOPE FOR DOWN SLOPE. FENCING END POST. STABILITY AND SELF CLEANING, 10 12" MIN. DEPTH 3.) ATTACH FILTER FABRIC 4.) BACKFILL THE FILTER FABR TO THE WIRE FENCING TRENCH AND AND EXTEND IT TO I COMPACT THE THE TRENCH. EXCAVATED SOIL. BACKFILL BOTTOM OF DRAtNAGEWAY PLAN VEIW A i ELEVATION POINTS "A" SHOULD BE HIGHER THAN POINTS "B". U.S. DEPARTMENT OF AGRICULTURE, SOILS CONSERVATION SERVICE, STORRS, CONNECTICUT LAND OWNER: FIL MONTViLLE, LLC 388 ORANGE STREET NEWHAVEN, CT. 06511 VOL. 584 PG. 690 SITE IMPROVEMENT PLAN PROPOSED SCALE: 1 "=30'- DATE JUNE 14, 2020 REV. 7/28/2020 REV. 8/1512020 (OUTLET TOPOJ Al