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Home My WebLink AboutPlanIron Pin Pound vNtn Spoce 0.19 --� c �� 2 N 09 1 '3 - Lot 5-10 � 1 12 / / ___ ---` --1 10 —10-7 `109 Property Boundary Detail z '10-7-- _-- -___106 - � --_ ____ Iron f Ir -n "� / / ---- `-- --.__ -. < 105..._ 104 \103 X102 \ 101 100 ` i� CO 'cam N Z � Property Boundary Detail Not 1-o Iron Tin Found SOIL EROSION & SI- DIMENT CONTROL NOTES 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" loam and seeded as described below. If any seeded areas are disturbed or damaged, reseeding will occur as soon as possible. Seeding Rate Seed Mixture 9: 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- grass and mulched with hay 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. HAY BALE I N STALLS II -10 N 1. 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. CONSTRUCTION NARRATIVE 1. INSTALL EROSION CONTROL DEVICES AS PER THIS PLAN. 2. 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 4. AN EXCAVATOR OR LIKE KIND WILL BE USED TO REMOVE SOIL PILES IN WETLAND BUFFER AREAS. GREAT CARE WILL BE TAKEN BY EXTENDING EXCAVATOR BUCKET INTO THESE AREAS PULLING SOIL INTO NON -BUFFER AREAS, THEN SOIL WILL BE COLLECTED AND PLACED INTO DESIRED AREAS 5. AFTER PONDING AREA ARE FILLED, STABILIZE GRADED, SOIL TO PREVENT EROSION 2 W WETLANDS r E&s — _=__rTE- 1) DISTURBANCE OF SOIL SURFACES IS REGULATED 9y iTATE LAW. ALL WORK SHALL COMPLY WITH AN APPROVED 'EROSION AND S:DIMENT CONTROL PLAN' TO PREVENT OR MINIMIZE SOIL EROSION,, 2) THE INSTALLATION AND MAINTENANCE OF EROSON 0NTFQL DEVICES IS THE RESPONSIBILITY OF THE LAND OWNER, DE\IEI-QKR ANO EXCAVATION CONTRACTOR. TOWN OFFICIALS SHALL BE NOTED'N WR'TING OF THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE INDI'NDUAL RESPONSIBLE FOR THIS WORK (INCLUDING ANY CHANGES). A PRE -CONSTRUCTION CONFERENCE WITH THE TOWN STAFF IS REQUIRED PRIOR TO ANYSITE WORK OR DISTURBANCE. 3) THE CONTRACTOR SHALL USE THE-CONNECTICLI- SCL EROSION AND SEDIMENT CONTROL HANDBOOK' (2002), AS AMENDED AS A G11DE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS AS INDICATE; OI~ THESE PLANS. 4) INFORM ALL CONSTRUCTION SITE WORKERS ABOUT TME kOJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN A* SEE< THEIR COOPERATION IN A AVOIDING THE DISTURBANCE OF THESE CONTROL MEASURES. 5) THE CONTRACTOR SHALL SCHEDULE ALL OPERA10HS TO -IMIT DISTURBANCE TO THE SMALLEST PRACTICAL ARA FOR T! -E SHORTEST POSSIBLE TIME. 6) THE CONTRACTOR IS RESPONSIBLE FOR THE -nUCLY INSTk-LATION, INSPECTION, REPAIR OR REPLACEMENT OF EROS'ON DONTGOL DEVICES TO INSURE PROPER OPERATION. 7) 1NSPECT AND REPAIR SEDIMENT CONTROL DEVICE AT THE END OF EACH WORKING DAY AND AFTER EYER)RNtAS"CFM. FLOW 8) THE CONTRACTOR SHALL NOTIFY THE ENCIINEEROF UN'SAl1SFACTORY EROSION CONDITIONS NOT CONTROLLED BY THE 10SION AND SEDIMENT CONTROL PLAN AND SHALL INSTALL ADDIiTIONALMEA&JRES AS DIRECTED. 9) FIELD CHANGES TO THE EROSION AND SEDIMENT (INNTROL PLAN SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL Cr THIIENGI' _ER AFTER REFERRAL AND APPROVAL OF THE TOWN 4AFF. Compacted 10) ACCUMULATED SEDIMENT REMOVED FROWEHC�SI(gN ,ONTROL DEVICES IS Backfill TO BE SPREAD AND STABILIZED IN LEVL. EROSIOM RESISTANT LOCATIONS AS GENERAL FILL WITHIN LAWN AND LNDSCAPE AREAS. VERNAL POOL PLANTING AND MAINTENANCE NARRATIVE Concrete Monument Found Property Boundary Detail Not To S::: a v _'_- 1. TO ENSURE SAFE EGRESS THE VERNAL POOL/EXCAVATED FOUNDATION HOLE AREA SHALL BE GRADED TO A SLOPE OF 3:1. GRADE STAKES SHALL BE INSTALLED TO MARK LIMITS OF REGRADING AND ELEVATION. 2. SEA ROSE (ROSH RUGUSO) €SIZE -2-3'1 SHALL BE PLANTED 6' OC ALONG THE PERIMETER OF VERNAL POOL AMERICAN HOLLY 2-3' TALL CAN BE SUBSTITUTED FOR SEA ROSE. 3, HOME OWNER SHOULD USE "MOSQUITO DUNKS" OR EQUAL TO CONTROL MOSQUITOES AS NEEDED. SEA ROSE SHOULD BE PRUNED ONCE ANNUALLY. 2"x2"x3' Sta ke Bales placed on the contour 1� _4 Excava ed Trench 11) ALL DISTURBED AREAS NOT COVERE133Y BUILDINGS PAVEMENT OR WOOD�AK ED HAYBALE DETAIL CHIPS SHALL BE PLANTED WITH GRA4 ON 6" THICKNESS TOPSOIL SCALE,- NA -.S1. \'9 4 "To my knowledge and belief, this map is substantially correct as noted hereon. Nathan D. Lauder, P.L.S. #15762 Date -�- EX 7si.ing Br_>_.ISh Line DISTRICT DIMENSIONAL REGULATIONS District R-40 Required Property Boundary Detail 15" Plastic Pip Provided Use Non -Residential and Any Permitted Use Min. Lot Size 40,000 Sq. Ft. 68,491 SF Min. Lot Frontage 150 feet 125 Feet Min. Front Yrd. 50' 198.4' Min Side Yard 15' 51.7 / 60.3 Min Rear Yard 50' 135.0' Max Structure Height 35' 35' SURVEY NOTES: 1. s 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. s Type of Survey; Property Survey s Boundary Determination Category; Dependent Resurvey Class of Accuracy. Horrizontal- A-2 Vertical- T-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. Bearings are based on a magnetic observation taken January, 2002. 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. fice Grotort 0.. 0 Bridge Street F" _)289- 1 Groton, CT. 06,340 -< �. r) i 4r)5-1900 J Wk"!vA,, 71(j.CCJ?l f I er er1._.i: C}c: herenzir,i :oI--n D4 S S LEGEND Water Gate or Shut -Off Utility Pole Existing Contours Existing Tree To Remain Sanitary Sewer WF 3X WF 31^ Flagged Wetlands PROPERTY SURVEY AND CONSTRUCTION SITE PLAN PREPARED FOR JOHN PALAZZOLA CHARLES TAYLOR ROBIN HILL ESTATES PLAT 28 LOT 5-10 MONTVILLE, C0NNECTICUT SCALE: 1" —20' DRAWN BY: TM MAY 08, 2002 CHECK BY: DSM 20 0 20 40 60 Feet CHERENZIA & ASSOCIATES, LTD. WESTERLY, RHODE ISLAND STIE aT. t OF 1, JOB NO.. 202.100 7 TLE NO., 3 IN RE AVISI INS DATE- DE 3 rT()ILS DVD [37'( C K I:} 4/29/02 Wetland Flags Added TWS NDL 5/16/02 Revised Proposed Building Location MEG RFC 7/19/02 A�UE8 yy k � ri1ENT oca ion TM DSM SURVEY NOTES: 1. s 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. s Type of Survey; Property Survey s Boundary Determination Category; Dependent Resurvey Class of Accuracy. Horrizontal- A-2 Vertical- T-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. Bearings are based on a magnetic observation taken January, 2002. 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. fice Grotort 0.. 0 Bridge Street F" _)289- 1 Groton, CT. 06,340 -< �. r) i 4r)5-1900 J Wk"!vA,, 71(j.CCJ?l f I er er1._.i: C}c: herenzir,i :oI--n D4 S S LEGEND Water Gate or Shut -Off Utility Pole Existing Contours Existing Tree To Remain Sanitary Sewer WF 3X WF 31^ Flagged Wetlands PROPERTY SURVEY AND CONSTRUCTION SITE PLAN PREPARED FOR JOHN PALAZZOLA CHARLES TAYLOR ROBIN HILL ESTATES PLAT 28 LOT 5-10 MONTVILLE, C0NNECTICUT SCALE: 1" —20' DRAWN BY: TM MAY 08, 2002 CHECK BY: DSM 20 0 20 40 60 Feet CHERENZIA & ASSOCIATES, LTD. WESTERLY, RHODE ISLAND STIE aT. t OF 1, JOB NO.. 202.100 7 TLE NO., 3