The URL can be used to link to this page

Home My WebLink AboutPlanhrn� n I., Pouned ... Pn Property 109- Boundary Detail --106, 104 103 2,� 101 Existing - Brush Lin -e-11 j � 15 -71W EXCAVATED DITCH T0 BE Fil I ED N 0000 090M footing dnq, Concrete Monument Found R=5.25.00' D=05* -,08'52" L='47.17' LC4--47.15' CB=N 88*512'_`_13P* W Con6rete'Monument f— ln Fou ; d Y, J TES, r-, � SURVEY N0IE_--,,, 1. ♦ This survey has been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 and the "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 1996. ♦ Type of Survey; Property Survey Boundary Determination Category; Dependent Resurvey ♦ Class of Accuracy. Horrizontal- A-2 Vertical- T-2 2. Reference is made to the following plan: FINAL SUBDIVISION PLAN ROBIN HILL ESTATES BLACK ASH SWAMP ROAD, OAKDALE, CONNECTICUT PREPARED FOR OWNER/DEVELOPER DIOLINDA & ALEJO ORTEGA Prepared by John Kopko Jr. & Associates. Trails Corner Professional Center, Suite 100, Groton, CT Scale: 1"=100' Dated: Revised July 1990. 3. Bearings are based on a magnetic observation taken January, 2002. 4. Vertical datum is assumed. NOTES: PROPOSED PLAN IS FOR CONSTRUCTION OF A SINGLE FAMILY HOME. - WETLANDS WERE FLAGGED ON APRIL 26, 2002 BY DONALD J. FORTUNATO, CERTIFIED SOIL SCIENTIST(#2278), SOIL & ENVIRONMENTAL SERVICES, INC. - VERNAL POOL VERFIFIED ON MAY 7, 2002 BY SOIL & ENVIRONMENTAL SERVICES, INC. J?F ELEVATION = 102.26 Lot 5 DATUM ASSUMED /GAF?AGE -10 96,� 44 9 IN Water Gate or Shut -Off 9 `� i \F - - - - _ LEGEND Iron Pin 0;�, Found Q swan 0.02 0. 0 10 1 Utility Pole inv.=97.0 S I AT Lot 5-5 el C to Existing ("ontours 311 -ai E )W (E-IEV== 4� Open Space Z 0 50' wetion Is S __LIMLT_0E-1D]fS_TUi�B4NCE_/_ N -A fNSTALL & MAINTAIN HAYBALES Property Boundary Detail Existing Tree To Remain 44 94---' _ -- --------- < C� Iron Pin Found `' I / - _ ,L�r�/t"� . -s.. __ _ VC _ I __ 1. Unnecessary clearing of any vegetation or ground cover will be avoided. Any disturbed area left unvegetated for more than five days will be covered with a hay or straw mulch to minimize erosion material. 2� Following final grading, all disturbed areas will be covered with 6" loom and seeded as described below. If any seeded areas are disturbed or damaged, reseeding will occur as soon as possible. Seeding Ra Seed Mixture by Wt. Lbs./Ac. Red Fescue 75 100 Colonial Bentgross— Exeter 5 Perennial Ryegross 5 Birdsfoot Trefoil—Empire 15 If final grading occurs past October 15, disturbed areas will be seeded with winter rye— gross and mulched with hoy or straw at a rate of 1.5 — 2 tons per acre. 3. Any proposed vegetation which has not survived one growing season will be replaced. I Bales shall be placed in a single row, lengthwise, oriented along to the contour, with ends of adjacent bales tightly abutting one another. 2. Bales shall be entrenched and backfilled. A trench shall be excavated the width of a bale and the length of the proposed barrier to a minimum depth of 4 inches. 3. Each bale shall be securely anchored by at least two (2) stakes. 4. The gaps between bales shall be wedged with straw to prevent water from escaping between the bales. 5. The barrier shall be extended to such a length that the bottoms of the end bales are higher in elevation than the top of the lowest middle bale to assure that sediment laden run—off will flow either through or over the barrier, but not around it. 1. INSTALL EROSION CONTROL DEVICES AS PER THIS PLAN. 21. INSTALL ORANGE CONSTRUCTION SAFETY FENCE ALONG LIMITS OF CLEARING 3. EXISTING SOIL STOCKPILE AREAS SHALL BE USED TO REGRADE PONDING AREAS. AND TO FILL IN DITCH . AN EXCAVATOR OR LIKE KIND WILL BE USED TO REMOVE SOIL PILES IN WEE BUFFER AREAS. GREAT CARE WILL BE TAKEN BY EXTENDING EXCAVATOR BUCKET INTO THESE AREAS PULLING SOIL INTO NON—BUFFER ARM, THEN SOIL WILL BE COLLECTED AND PLACED INTO DESIRED AREAS 5. AFTER PONDING AREA ARE FILLED, STABILIZE GRADED SOIL TO PREVENT EROSION —93, rpt T LANN DS 1 ) DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW, ALL WORK SHALL COMPLY WITH AN APPROVED 'EROSION AND SEDIMENT CONTROL PLAN' To PREVENT OR MINIMIZE SOIL EROSION. 1 . TO ENSURE SAFE EGRESS THE VERNAL POOL/EXCAVATED FOUNDATION HOLE 2) THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS AREA SHALL BE GRADED TO A SLOPE OF 3:1. GRADE STAKES SHALL BE INSTALLED THE T EXCAVATION TO MARK LIMITS OF REGRADING AND ELEVATION. RESPONSIBILITY OF THE LAND OWNER, DEVELOPER AND EXCAVA CONTRACTOR. TOWN OFFICIALS SHALL BE NOTIFIED IN WRITING OF THE 2. SEA ROSE (ROSA RUGUSO) iSIZE-2-3'1 SHALL BE PLANTED 6' OC NAME, ADDRESS, AND TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE ALONG THE PERIMETER OF VERNAL POOL AMERICAN HOLLY 2-3' TALL CAN BE FOR THIS WORK (INCLUDING ANY CHANCES). A PRE—CONSTRUCTION CONFERENCE SUBSTITUTED FOR SEA ROSE. WITH THE TOWN STAFF IS REQUIRED PRIOR TO ANY SITE WORK OR DISTURBANCE. 3. HOME OWNER SHOULD USE "mosourrO DUNKS" OR EQUAL TO CONTROL MOSQUITOES AS NEEDED. 3) THE CONTRACTOR SHALL USE THE -CONNECTICUT SOL EROSION AND SEDIMENT SEA ROSE SHOULD BE PRUNED ONCE ANNUALLY. CONTROL HANDBOOK- (2002), AS AMENDED AS A GUIDE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS AS INDICATED ON THESE PLANS. 4) INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR COOPERATION IN A AVOIDING THE DISTURBANCE OF THESE CONTROL MEASURES, 5) THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. 6) THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES TO PLAV-RCV&_'DNS�, Non—Residential and A r-,ny Permitted Use 2 x 2 2x 3' INSURE PROPER OPERATION. Lot Size 40,000 Sq. Ft. Stake 7) INSPECT AND REPAIR SEDIMENT CONTROL DEVICES AT THE Lot Frontage 150 feet 125 Feet END OF EACH 'WORKING DAY AND AFTER EVERY RAINSTORM. FLOW 50' Bales 8 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF UNSATISFACTORY Side Yard 15' placed on the contour EROSION CONDITIONS NOT CONTROLLED ED BY THE EROSION AND SEDIMENT Rear Yard 50' 135.0 CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED. Structure Height 35' I 35' 9) FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN SHALL BE -4, Exca ted Trench MADE ONLY WITH THE WRITTEN APPROVAL OF THE ENGINEER AFTER _2 Ai REFERRAL AND APPROVAL OF THE TOWN STAFF. Compacted 10) ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES IS Backfill TO BE SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS .. . . . . AS GENERAL FILL WITHIN LAWN AND LANDSCAPE AREAS. -r A r- --r A 11) ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT OR WOOD e --' I CHIPS SHALL BE PLANTED WITH GRASS ON 6" THICKNESS TOPSOIL, D HA\T/BA /-\' E U, L 114� i LL "-r 2 Ci my knowledge and belief, this map is substantially correct as noted hereon. 22- Nathan D. Lauder, P.L.S. #15762 Date DISTRICT DIMENSIONAL REGULATIONS District R-40 Required We= NO —S S_ Sanitary Sewer WF 33\ WF 31 A lagged Wetlands T RW P" E R S_ U RVE"Y' AND We have re1vtews-0 the situ map and the wetland/watercourse PT flaq Imations are erect as shown, Uri V /-;, 'N T"'U"'I"N ZS_JTT` Y_%LAN N.,Z,6 � C 0 �N I U Use U I PLAV-RCV&_'DNS�, Non—Residential and A r-,ny Permitted Use Min. Lot Size 40,000 Sq. Ft. 68,491 SF IMin. Lot Frontage 150 feet 125 Feet Min. Front Yrd. 50' 195.4' Min Side Yard 15' 51.7 j 60.3 Min Rear Yard 50' 135.0 Max Structure Height 35' I 35' 4 No. 13033 "k ii,_ 0, /Cet40 .0 it rl. 7 V i E,, L '1_11 t 5C,0 Bridae Street ter -41 CT� 06-'1 4 -1900 X 7 iii,.,... 01 20 40 60 Feet W SHEET': 1 OF' 1, JOB NO-- 20-2007 FILE NO.; PLAV-RCV&_'DNS�, DEESCRIP-r[ON N ff 4/29/02 Wetland Flags Added TWS NDL 5/116/02 Revised Proposed Building Location MEG RFC 7/19/02 e� ASU d W -P AM 0 RKZV&�ation F TM DSM 1 E 4 No. 13033 "k ii,_ 0, /Cet40 .0 it rl. 7 V i E,, L '1_11 t 5C,0 Bridae Street ter -41 CT� 06-'1 4 -1900 X 7 iii,.,... 01 20 40 60 Feet W SHEET': 1 OF' 1, JOB NO-- 20-2007 FILE NO.;