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HomeMy WebLinkAboutSite PlanW i N/F 140 PLATOZ ASSOCIATES LLC 138 N/F 136 � \ JBM REALTY LLC `OCONCRETE ! `\ 1 281 301 32 9 g �'L� I COVER / 126 ` \ 124 T> N \ / 122 / 120 / \ \ \ \ \ \� L � TaPS01L \, / 118/\ ST06Ke TLE \ 116 r \ \ \ \ N F / 112 / RAYMOND SKIDGEL &110 ( /i / ( / / l \ \ \ 2" PRESS�RE / \ \ \ SEWER LIME MELINDA M. HENDERSON ' / / / ( ( ( ` \ \ \ \ \ \ \ PRqpl HOUSE \ TF=138.0 \ S PROPOS�D / \ \ WELL \ I I (0 R=175.00' L=20.11' Tan =10.06' Delto=06'35'00" C=20.09' MAP REFERENCES: 1. SUBDIVISION OF LAND OWNED BY STANLEY PLATOZ 22 ERWIN PLACE NEW BRITAIN, CONN. TO BE KNOWN AS DERRY HILL ESTATES ROUTE #32 AND DERRY HILL ROAD MONTVILLE, CONN. SCALE: 1"=50' DATE: APRIL 14, 1969. 2. SUBDIVISION PLAN PREPARED FOR ARTEMIS MANDES PLATOZ DRIVE MONTVILLE, CONNECTICUT CHANDLER, PALMER & KING ARCHITECTURE, ENGINEERING AND SURVEYING 110 BROADWAY NORWICH, CT 06360 203-889-3397 FAX 203-886 7801 REVISIONS 3 OCT. '94 ADDITIONS & REVISIONS 22 OCT. '94 PER COMMENTS 14 DEC. '94 PER APPROVAL DATE: MAY 27, 1994 SCALE: 1"=40' SHEET 1 OF 3. 3. RESUBDIVISION PLAN DERRY HILL ESTATES MONTVILLE, CONNECTICUT CHANDLER, PALMER & KING ARCHITECTURE, ENGINEERING AND SURVEYING 110 BROADWAY, NORWICH, CT. 06360 860-889-3397 FAX 860-886-7801 BOUNDARY DATE: FEBRUARY 21, 1997 REVISIONS 8/27/97 TOWN COMMENTS 10/9/97 TOWN COMMENTS SCALE: 1"=50' SHEET 2 OF 7. 4. PLAN SHOWING PROPERTY OF DERRY HILL ASSOCIATES LLC PLATOZ DRIVE AND KATHERINE COURT MONTVILLE, CONNECTICUT SCALE: 1"=40' SEPTEMBER 2003. 5. PLAN SHOWING PROPOSED TWO-FAMILY DWELLING ON PROPERTY OF PETER C. GARDNER AND CAROL A. GARDNER ROUTE 32 MONTVILLE, CONNECTICUT SCALE: 1"=20' MARCH 2, 1996 REVISED: MAY 23, 1996. 6. PLAN SHOWING TRACTS OF LAND PROPERTY OF GORDON K. HANNON AND LOIS A. HANNON NORWICH -NEW LONDON TURNPIKE CONNECTICUT ROUTE 32 MONTVILLE CONNECTICUT SCALE: 1"=20' SEPTEMBER 1992. 7. PLAN SHOWING AS BUILT LOCATION OF PLATOZ DRIVE AND ASSOCIATED TRANSFER PLATOZ DRIVE MONTVILLE, CONNECTICUT SCALE: 1"=40' FEBRUARY 2001. EROSION & SEDIMENTATION CONTROL PLAN THIS PLAN HAS BEEN DEVELOPED TO MINIMIZE EROSION AND SEDIMENTATION AND REDUCE THE IMPACT OF STORM WATER RUNOFF DURING CONSTRUCTION USING ENGINEERING PRINCIPALS DETAILED IN THE CONNECTICUT GUIDELINES FOR SOIL AND EROSION AND SEDIMENT CONTROL. THE ACCOMPANYING PLANS PROVIDE THE FOLLOWING INFORMATION FOR THE IMPLEMENTATION OF THIS PLAN: - LOCATION OF SEDIMENT CONTROL BARRIERS - FINISHED GRADES TO BE ACHIEVED - CONSTRUCTION SEQUENCE AND DETAILS CONSTRUCTION SEQUENCE: HOUSE 1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAY AND HOUSE. 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOIL AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAY AND HOUSE AREA. 5. INSTALL/CONNECT UTILITIES 6. FOLLOWING CONSTRUCTION OF THE HOME, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ALL DISTURBED AREAS. MAINTENANCE INSPECT SEDIMENT BARRIERS AFTER EACH STORM EVENT AND REPAIR OR REPLACE AS NECESSARY. CLEAN OUT OF ACCUMULATED SEDIMENT IS NECESSARY IF 1/2 OF THE ORIGINAL HEIGHT OF THE BARRIER BECOMES FILLED IN WITH SEDIMENT. \ \ 1 75' ' I ` \ / \ \ I J (\ �\ \ \ \ \ \ \\ GENERAL NOTES I I \ AREA -33,183 Sq Ft. \ I i - \ 1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL i AREAS HAVE BEEN STABILIZED. 0.76 ACRES \ 1 1 I 1 \ \\ \ \ \ \ X166 N/F / \� \\ \ \ ` J \ 152154156 160 2 ARE TOLIMITS OBEDCONSIDERED AS TYPICISTURBANCE AND AL MINIMUM SEDIMENTN AND CONTROL 1HOE OWNER RAT THE TIME OF ES 1 • SET POSTS &EXCAVATE 2. STAPLE THE WIRE I I 148 1 0 A 6" x 6" TRENCH. SET MESH FENCING TO HARBOR REALTY LLC / 1 CONSTRUCTION WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND POSTS DOWNSLOPE. ANGLE END POST. \\ \ \ \ \233 \ \ 146 \ SEDIMENT CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT. UPSLOPE FOR STABILITY }W \ \ 142144 \ & SELF-CLEANING. 9.31'10 \ 138 140 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). / \ \ \ \ \ i 132 134 136 4. NO DRIVEWAY SHALL BE GREATER THAN 20% SLOPE AT ANY POINT. ANY DRIVEWAY HAVING A GRADE OF 10% OR MORE, BUT NOT EXCEEDING 20%, SHALL BE PAVED FOR TF.E_LENGTH _ 130 NOTE: SUBJECT TO ACCESS AND UTILITY OF THE DRIVEWAY EXCEEDING 10% GRADE. - 128 EASEMENT TO BE GRANTED IN FAVOR OF 25 TEMPORARY SEEDING 15' i 126 PLATOZ DRIVE AND UTILITY EASEMENT IN tpp• 108 NZ8�8'3p" \ \ \ �1 I� ���� FAVOR OF LOT WITH ACCESS FROM DERRY HELTCO USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE F / 110 I r � \ �' _ � _ � � 11115 0 1.0 lbs./ 112 \ ` - - - X22 HILL ROAD N/F OF PLATOZ ASSOCIATES LLC 1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. AND LIMESTONE AT A RATE OF 90 lbs./1000 S.F. APPLY STRAW OR HAY MULCH AT A 12" mr 114 8 120 N/F RATE OF 70 lbs./1000 S.F. min. N/F 116 �� PLATOZ ASSOCIATES LLC PERMANENT SEEDING BRUCE T. WATT / N/F ` SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER JAMES H. THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE WITH I & 10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER TAWNY L. JUDY INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT. SEED APPLICATION: APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE I I SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR FILTER COMPACTED BETWEEN AUGUST 15 AND SEPTEMBER 30JF SEEDING CANNOT BE DONE DURING THESE TIMES, FABRIC BACKFILL REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYDROSEEDER IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH flow THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 lbs./1000 S.F. SPREAD MULCH GRAPHIC SCALE HBY HAND ARROW. OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK 20 0 Io 20 +o 80IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SPRING 2007. LEGEND 116 PROPERTY LINE STREET LINE EXISTING CONTOUR PROPOSED CONTOUR BUILDING SETBACK LINE UTILITY POLE CATCH BASIN SILT FENCE THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL POINTS OF COURSE INDICATED © THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 99-025 FBK#181 tm*Ttptm!D (�1Z" EMTNG PAV131e4TI DEEP W"6.L FOR :.ENSTW � TR�JfGN AL1. VERTICAL EDGES OR REMAk4 t3 PAVETIdtT NULL DE PANTED VTM A '_rAfT COAT OF A_VwPULT ET'u&S" 1511tJt1MO C08:MTE CLASS 2 r)." t3MrWIM S CO OMWIE CLAb6 1 t2" I %mommmmo 00STM PAVEMENT AAwwr Lye AI RER MAL PAVVIM JOINTS SMALL BE 6EALED SM MAYO A6PIULT OR APPF%7AV ECUAL 4V PIIoG>LNW *FtAVG. OU55ASE Ir GRAV t. WSBASE 6tINTAMIR FILL r, TRENCH afln+ PERMANENT PAVEMENT REPAlR 110T TO SCALE NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. ( IN FEET ) 1 inch = 20 ft. DIETER & 'GARDNER LAND SURVEYORS • PLANNERS 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FILTER FABRIC SEDIMENT BARRIER PLAN SHOWING PROPOSED HOUSE, DRIVE, WELL AND SEWER LINE HOOKUP PREPARED FOR ROGER WATROUS 19 PLATOZ DRIVE MONTVILLE, CONNECTICUT SCALE: 1 "=20' APRIL 2007 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS "D" & A TOPOGRAPHIC SURVEY BASED ON TOPOGRAPHIC ACCURACY T-2. TO MY KN� EE A0BF�EF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: ISD SUR OR CT No. 14208 DATE: I'\ APRIL , 2OQ7