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HomeMy WebLinkAboutSite PlanPROVIDE METAL BEAM GUIDE RAIL (SEE DETAIL) LABERM ANDPROVIDEL_" SWALE (SEE DETAIL) PROVIDE SEWER MANHOLE (SEE DETAIL) T. F. 155.3 INV. IN & OUT 148.7 so agM1101111111"ImAM Exist. Bouldj,tr-S)11 S S PROVIDE AND MAINTAIN ANTI—TRACKING PAD THROUGHOUT CONSTRUCTION SEE DETAIL) PROVIDE HAY BALE CHECK DAM THROUGHOUT CONSTRUCTION (SEE DETAIL) PROVIDE CONCRETE RETAINING WALL OF UREA 00xl G WF# I — I'S, WF # 1 —20 EXISTING DETENTION BASIN Clean 06t 20' 0 20' 40 SCALE: 1 "=-2W PROVIDE STRAW BALE DEWATERING BARRIER IF REQUIRED DURING CONSTRUCTION (SEE DETAIL) PAVEMENT SAW CUT SEE DETAIL) REMOVE EXIST. CURBING AND MATCH WITH PROPOSED PAVEMENT EDGE (TYP. BOTH SIDES) PROVIDE STOP SIGN & PAINTED STOP BAR SEE DETAIL) PROVIDE WATER BAR (TYP. BOTH SIDES) SEE DETAIL) PROVIDE UNDERGROUND UTILITIES SEE DETAIL) PROPOSED DRIVEWAY CROSSING WILL REQUIRE THE DISTURBANCE OF 1400 SF OF INLAND WETLANDS W a OLM V 4 a a V a 9 Lof ky, FTAI :01K, I HAVE REVIEWED THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY SUBSTANTIA.11-Y REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD. ROBERT C. RUSSO CERTIFIED SOIL SCIENTIST N MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON I . I , V I N. I I L4 L-.fJ. 7T I I -,1W I DATE K1^_rn!Co. 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY — EXISTING CONDITIONS B. BOUNDARY DETERMINATION CATEGORY: DEPENDANT RESURVEY I HORIZONTAL ACCURACY: CLASS A-2 TOPOGRAPHIC ACCURACY: T-2 2. DATE OF LATEST FIELD WORK: DECEMBER 2.008 3. SUBJECT PARCEL IS LOCATED IN ZONE DISTRICT. INDUSTRIAL 4. THIS SURVEY AND MAP ARE VALID ONLY IF PRINT OR MYLAR HAS THE EMBOSSED SEAL AND LIVE SIGNATURE OF THE SURVEYOR. 5. SUBSURFACE AND EVVIRONMENTAL CONDITIONS OTHER THAN WETLAND SOIL DELINEATION AND LOCATION WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 6. A PREBLAST SURVEY WILL BE PERFORMED PRIOR TO ANY BLASTING DONE ON SITE. 7. EXISTING UTILITY LOCATIONS ARE BASED ON THE BEST AVAILABLE INFORMATION. LOCATIONS MAY VARY BASED ON AN ACCURATE FIELD DEMARCATION. ALLEXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG* 1-800-922-4455. ilillllllllllllllllllllilllllllI 0 a og 1. KAAP REFERENCE: SURVEY PLAN PROPERTY OF PAUL F. & JUDITH A. MACHNIK, MAPLE AVENUE, MONTVILLE, CONNECTICUT, DATE: MARCH 17, 1988, DATE: 1"=40', REV. JUNE 21, 1988 BY ANGUS McDONALD/GARY SHARPE & ASSOCIATES, INC. 2. BOUNDARY/TOPOGRAPHIC SURVEY AND SUBDIVISION MAP, PROPERTY OF HEPO, LLC., 420 MAPLE AVENUE, TOWN OF MONTVILLE, CONNECTICUT, SCALE: 1*=50'. PROJECT NO. CLA- 2979, DATE. 4/28/03, SHEET NO. 2, REVISED TO 1/26/04 BY CLA ENGINEERS, INC. 3. BOUNDARY SURVEY, PROPERTY OF HEPO, LLC. 420 MAPLE AVENUE, TOWN OF MONTVILLE, CT. SCALE; 1"=50', DATE. 3/20/06, SHEET 1, BY CLA ENGINEERS, INC. 4. PROPOSED SELF --STORAGE FACILITY AND GENERAL CONTRACTORS OFFICE/STORAGE PREPARED FOR ADVANCED ASSOCIATES, LLC, PROPERTY OF P&H CONSTRUCTION, LOCATED AT 410 MAPLE A'Y'-ENUE, MONTVILLE, E, CONNECTICUT, JANUARY 1997, BY TOTAL TECHNOLOGY, INC. 5. SITE PLAN ADVANCED ASSOCIATES, 85 ROUTE 163, UNCASVILLE, CONNECTICUT, APRIL 1996, BY JOHN KOPKO,. JR. CLA Engineers, Inc. CIVIL - STRUCTURAL SURVEYING 317 Main Street Norwich, Connecticut 86 Date Revision 1r7 0) 886-1966 Fax (860) 886-9165 Project No. Advanced Associates, LLC CLA-4142' Proj. Engineer Site Development Flan J.F.M. Proposed kwovements-Existing Wetland Crossing Date: Zoning District 1 01/08/09 410 Maple Avemn - Montville, Connecftft Sheet No. Grading - Drainage - Utilities 1 C77 Clean Out k 144.3 qj 4 6` n 0 Q) UVJ q PROVIDE STRAW BALE DEWATERING BARRIER IF REQUIRED DURING CONSTRUCTION (SEE DETAIL) PAVEMENT SAW CUT SEE DETAIL) REMOVE EXIST. CURBING AND MATCH WITH PROPOSED PAVEMENT EDGE (TYP. BOTH SIDES) PROVIDE STOP SIGN & PAINTED STOP BAR SEE DETAIL) PROVIDE WATER BAR (TYP. BOTH SIDES) SEE DETAIL) PROVIDE UNDERGROUND UTILITIES SEE DETAIL) PROPOSED DRIVEWAY CROSSING WILL REQUIRE THE DISTURBANCE OF 1400 SF OF INLAND WETLANDS W a OLM V 4 a a V a 9 Lof ky, FTAI :01K, I HAVE REVIEWED THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY SUBSTANTIA.11-Y REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD. ROBERT C. RUSSO CERTIFIED SOIL SCIENTIST N MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON I . I , V I N. I I L4 L-.fJ. 7T I I -,1W I DATE K1^_rn!Co. 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY — EXISTING CONDITIONS B. BOUNDARY DETERMINATION CATEGORY: DEPENDANT RESURVEY I HORIZONTAL ACCURACY: CLASS A-2 TOPOGRAPHIC ACCURACY: T-2 2. DATE OF LATEST FIELD WORK: DECEMBER 2.008 3. SUBJECT PARCEL IS LOCATED IN ZONE DISTRICT. INDUSTRIAL 4. THIS SURVEY AND MAP ARE VALID ONLY IF PRINT OR MYLAR HAS THE EMBOSSED SEAL AND LIVE SIGNATURE OF THE SURVEYOR. 5. SUBSURFACE AND EVVIRONMENTAL CONDITIONS OTHER THAN WETLAND SOIL DELINEATION AND LOCATION WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. 6. A PREBLAST SURVEY WILL BE PERFORMED PRIOR TO ANY BLASTING DONE ON SITE. 7. EXISTING UTILITY LOCATIONS ARE BASED ON THE BEST AVAILABLE INFORMATION. LOCATIONS MAY VARY BASED ON AN ACCURATE FIELD DEMARCATION. ALLEXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG* 1-800-922-4455. ilillllllllllllllllllllilllllllI 0 a og 1. KAAP REFERENCE: SURVEY PLAN PROPERTY OF PAUL F. & JUDITH A. MACHNIK, MAPLE AVENUE, MONTVILLE, CONNECTICUT, DATE: MARCH 17, 1988, DATE: 1"=40', REV. JUNE 21, 1988 BY ANGUS McDONALD/GARY SHARPE & ASSOCIATES, INC. 2. BOUNDARY/TOPOGRAPHIC SURVEY AND SUBDIVISION MAP, PROPERTY OF HEPO, LLC., 420 MAPLE AVENUE, TOWN OF MONTVILLE, CONNECTICUT, SCALE: 1*=50'. PROJECT NO. CLA- 2979, DATE. 4/28/03, SHEET NO. 2, REVISED TO 1/26/04 BY CLA ENGINEERS, INC. 3. BOUNDARY SURVEY, PROPERTY OF HEPO, LLC. 420 MAPLE AVENUE, TOWN OF MONTVILLE, CT. SCALE; 1"=50', DATE. 3/20/06, SHEET 1, BY CLA ENGINEERS, INC. 4. PROPOSED SELF --STORAGE FACILITY AND GENERAL CONTRACTORS OFFICE/STORAGE PREPARED FOR ADVANCED ASSOCIATES, LLC, PROPERTY OF P&H CONSTRUCTION, LOCATED AT 410 MAPLE A'Y'-ENUE, MONTVILLE, E, CONNECTICUT, JANUARY 1997, BY TOTAL TECHNOLOGY, INC. 5. SITE PLAN ADVANCED ASSOCIATES, 85 ROUTE 163, UNCASVILLE, CONNECTICUT, APRIL 1996, BY JOHN KOPKO,. JR. CLA Engineers, Inc. CIVIL - STRUCTURAL SURVEYING 317 Main Street Norwich, Connecticut 86 Date Revision 1r7 0) 886-1966 Fax (860) 886-9165 Project No. Advanced Associates, LLC CLA-4142' Proj. Engineer Site Development Flan J.F.M. Proposed kwovements-Existing Wetland Crossing Date: Zoning District 1 01/08/09 410 Maple Avemn - Montville, Connecftft Sheet No. Grading - Drainage - Utilities 1 REFERENCE IS MADE TO t. CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, MAY 2002. 2. SOIL SURVEY OF NEW LONDON COUNTY CONNECTICUT, U.S.D.A. SOIL CONSERVATION SERVICE 1983. DEVELOPMENT PROPOSED DEVELOPMENT WILL ALLOW FOR THE IMPROVEMENT OF AN EXISTING WETLAND CROSSING AND THE INSTALLATION OF UNDERGROUND UTILITIES. CONSTRUCTION SEQUENCE WETLAND CROSSING 1. LIMITS OF DISTURBANCE ASSOCIATED WITH THE CROSSING OF THE WETLANDS TO BE LIMITED TO ONE MONTH, 2. PROVIDE ALL EROSION AND SEDIMENT CONTROL DEVICES IN ACCORDANCE WITH THE APPROVED SITE PLAN. 3. INSTALL A WATER BAR ON EACH SIDE OF THE PROPOSED CROSSING AS SHOWN. PROVIDE DE -WATERING IF REQUIRED. 4. CLEAR VEGETATION WITHIN THE LIMITS OF DISTURBANCE. EXCAVATE CROSSING AREA AND REMOVE ALL ORGANTIC MATTER. MINIMUM DEPTH TO 8E REALIZED IS 4". STOCKPILE EXCAVATED MATERIAL FOR USE IN REESTABLISHING DISTURBED AREAS. 5. INSTALL CONCRETE WALLS FOR THE PROPOSED WETLAND CROSSING STRUCTURE AND BEGIN REMOVAL OF THE EXISTING CROSSING. INSTALL DRAINAGE PIPE AND OTHER UNDERGROUND UTILITIES TO BE LOCATED IN THE CROSSING AREA. 6. BACKFILL AND GRADE ALL DISTURBED AREAS. REESTABLISH GRADE AT THE INLET AND OUTLET USING NATIVE STOCKPILED MATERIAL. LOAM, SEED, AND MULCH ALL DISTURBED AREAS. 7. INSTALL ALL ABOVE GROUND STRUCTURES. PROVIDE BITUMINOUS PAVEMENT. 8. REMOVE ALL FENCING AND FABRIC. GENERAL DEVELOPMENT PLAN PRIOR TO THE COMMENCEMENT OF OPERATIONS IN ACCORDANCE WITH ANY PERMIT ISSUED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES. IN ADDITION, THE CONTRACTOR IS TO PROVIDE THE TOWN WITH THE NAME AND PHONE NUMBER OF THE PERSON RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL OBTAIN A SITE INSPECTION FROM THE TOWN OF MONTVILLE ZONING ENFORCEMENT OFFICER TO ENSURE THAT ALL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN ACCORDANCE WITH THIS NARRATIVE. UPON CERTIFICATION WITH RESPECT TO THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES, THE CONTRACTOR MAY COMMENCE OPERATIONS PURSUANT TO THE PERMIT. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE "FILTER BARRIER INSTALLATION MAINTENANCE" AND "HAY BALE INSTALLATION & MAINTENANCE" SECTIONS OF THIS NARRATIVE. ALL STRIPPING IS TO BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. TOPSOIL SHALL BE STOCKPILED SO THAT SLOPES DO NOT EXCEED 3 TO 1. A HAY BALE SEDIMENT BARRIER IS TO SURROUND EACH STOCKPILE AND A TEMPORARY VEGETATIVE COVER PROVIDED IF NECESSARY. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER AND IF NECESSARY, T -iE THE APPLICATION OF CALCIUM CHLORIDE. THE PROPOSED PLANTING SCHEDULE IS TO BE ADHERED TO DURING THE PLANTING OF DISTURBED AREAS THROUGHOUT THE PROPOSED CONSTRUCTION SITE. FINAL STABILIZATION OF THE SITE IS TO FOLLOW THE PROCEDURES OUTLINED IN PERMANENT VEGETATIVE COVER. IF NECESSARY A TEMPORARY VEGETATIVE COVER IS TO BE PROVIDED UNTIL A PERMANENT COVER CAN BE APPLIED. DURING THE STABILIZATION PERIOD, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING ORDER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL EROSION AND SEDIMENT CONTROL ON A TWICE -WEEKLY BASIS DURING THE STABILIZATION PERIOD AND AFTER EACH STORM EVENT. DURING THE STABILIZATION PERIOD WITH RESPECT TO THE SITE, ANY EROSION WHICH OCCURS WITHIN DISTURBED AREAS SHALL BE IMMEDIATELY REPAIRED, RESEEDED AND REESTABLISHED. ONCE STABILIZATION HAS BEEN COMPLETED AND CERTIFICATION THEREOF OBTAINED IN WRITING FROM THE WETLAND OFFICER OF THE TOWN OF MONTVILLE, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED BY THE CONTRACTOR. FILTER BARRIER INSTALLATION & MAINTENANCE 1. DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION. 2. POSITION THE POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE THE POST 1.5 FEET INTO THE GROUND. 3. LAY THE BOTTOM 6" OF THE FABRIC IN THE TRENCH TO PREVENT UNDERMINING AND BACKFILL. 4. INSPECT AND REPAIR BARRIER AFTER HEAVY RAINFALL. 5. SEDIMENT DEPOSITS ARE TO BE REMOVED WHEN THEY REACH A HEIGHT OF ONE FOOT BEHIND THE BARRIER AND ARE TO BE DEPOSITED IN AN AREA WHICH IS NOT REGULATED BY THE INLAND WETLANDS COMMISSION. 6. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. HAY BALE INSTALLATION & MAINTENANCE 1. BALES SHALL BE PLACED AROUND ALL PROPOSED CATCH BASINS WITH THE ENDS TIGHTLY ABUTTING EACH OTHER. 2. EACH BALE SHALL BE SECURELY ANCHORED WITH AT LEAST 2 STAKES AND GAPS BETWEEN BALES SHALL BE WEDGED WITH STRAW TO PREVENT WATER FROM PASSING BETWEEN THE BALES. 3. INSPECT BALES AFTER EACH STORM AND REPAIR OR REPLACE PROMPTLY AS NEEDED. REMOVE SEDIMENT BEHIND THE BALES WHEN IT HAS REACHED HALF THE HEIGHT AND IS DEPOSITED IN AN AREA WHICH IS NOT REGULATED BY THE INLAND WETLANDS COMMISSION. 4. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. A TEMPORARY SEEDING OF RYE GRASS WILL BE COMPLETED WITHIN 15 DAYS OF THE FORMATION OF STOCKPILES. IF THE SOIL IN THE STOCKPILES HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS IT SHALL BE LOOSENED TO A DEPTH OF 2 INCHES BEFORE THE FERTILIZER, LIME AND SEED IS APPLIED. 10-10-10 FERTILIZER AT A RATE OF 7.5 POUNDS PER 1000 S.F. LIMESTONE AT A RATE OF 90 LBS. PER 1000 S.F. SHALL BE USED. RYE GRASS APPLIED AT A RATE OF 1 L.B. PER 1000 S.F. SHALL PROVIDE THE TEMPORARY VEGETATIVE COVER. STRAW FREE FROM WEEDS AND COARSE MATTER SHALL BE USED AT A RATE OF 70-90 LBS. PER 1000 S.F. AS A TEMPORARY MULCH. APPLY MULCH AND DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVER ENTIRE SURFACE SO CLEAT MARKS ARE PARALLEL TO THE CONTOURS. TOPSOIL WILL BE REPLACED ONCE THE EXCAVATION HAS BEEN COMPLETED AND THE SLOPES ARE GRADED TO A SLOPE NO GREATER THAN 2.5 TO 1. PROVIDE SLOPE PROTECTION ON ALL CUT SLOPES. TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 INCHES. ONCE THE TOPSOIL HAS BEEN SPREAD, ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION WILL BE REMOVED AS WELL AS DEBRIS, APPLY AGRICULTURAL GROUND LIMESTONE AT THE RATE OF TWO TONS PER ACRE OR 100 LBS. PER 1000 S.F. APPLY 10-10-10 FERTILIZER OR EQUIVALENT AT A RATE OF 300 LBS. PER ACRE OR 7.5 LBS. PER S.F. WORK LIMESTONE INTO THE SOIL TO A DEPTH OF 4 INCHES. INSPECT SEEDBED BEFORE SEEDING. IF TRAFFIC HAS COMPACTED THE SOIL, RETILL COMPACTED AREAS. APPLY THE FOLLOWING GRASS SEED MIX: STORMWATER BASIN LBS./ACRE LBSL/1000 NEW ENGLAND EROSION CONTROL/ RESTORATION MIX 35 0.80 REMAINDER OF DISTURBED AREAS KENTUCKY BLUEGRASS CREEPING RED FESCUE PERENNIAL RYEGRASS THE RECOMMENDED SEEDING DATES ARE: LBS./ACRE LBS.f1000 S.F. 20 0.45 20 0.45 5 0.10 45 1.00 APRIL 1 - JUNE 15 AND AUGUST 1 - SEPTEMBER 15 FOLLOWING SEEDING, FIRM SEED BED WITH A ROLLER. MULCH WITH WEED FREE STRAW IMMEDIATELY FOLLOWING SEEDING. IF A PERMANENT VEGETATIVE STAND CANNOT BE ESTABILSHED BY SEPTEMBER 30, APPLY A TEMPORARY COVER ON THE TOPSOIL. A WATER BAR DETAIL NOT TO SCALE 2:1 OR FLATTER SIDE \ SLOPES ADJUSTED FOR VEHICLE CLEARANCE AID \ WHEEL BASE rw 6' 9" MAX. L 18" MAX. PUBLIC ROAD -fes BACKFILL & COMPACT EXCAVATED FILL ALONG HAY BALE FLOW - EXCAVATE TRENCH 4" AND LACE FILL UP-SLOPE OF TRENCH EXISTING GRADE PLACE HAYBALE AND STAKE o o ° ' ` WEDGE LOOSE HAY SECTION FIRST STAKE AT ANGLE TOWARDS Q0 Qoo°° SPECIAL RIPRAP BETWEEN BALES PREVIOUS LAID BALE. 4" MINIMUM 0°04p44G00 o ° (2" STONE CONFORMING STAKES ARE 18" MIN. INTO GROUND 00 ° ° C QQ0 TO D.O.T. FORM 814, 1988 0° p O° pQp 4 ARTICAL M.12.03-4.) (2)-2 x2 x3 STAKES " O °npg OR REBAR PER BALE EMBED HAYBALE 4 MIN. INTO SOIL 24' FILTER FABRIC / nI\- \ z ANTI- TRACKING PAD I V n NOT TO SCALE ELEVATION HAY BALE BARRIER DETAIL NOT TO SCALE l( FILTER FABRIC WITH WOVEN 2"x2"x48" WOOD STAKE II WIRE FENCE, INDUSTRIAL NETTING, OR SNOW FENCE FOR SUPPORT COMPACTED BACKFILL 100' CLA Engineers, Inc. CIVIL - STRUCTURAL - SURVEYING ll FLOW r 12" MIN. 317 Main Street MONTVILLE, Connecticut 860) 886-1966 Fax (860) 886-9165 e-mail: CLAengrsOaol. corn NATIVE SOIL OR TWINE (TYP.) SILT FENCE SECTION NOT TO SCALE Date: 0.1/08/09 OR SNOW FENCE FOR SUPPORT Stormwater Management MODIFIED RIPRAP PLACE AS SHOWN T A I ON UPHILL SIDE OF I) TO PREVENT 4 BELOWI I IfI PIPING GRADEBARRIER 111 III11III 7 A WATER BAR DETAIL NOT TO SCALE 2:1 OR FLATTER SIDE \ SLOPES ADJUSTED FOR VEHICLE CLEARANCE AID \ WHEEL BASE rw 6' 9" MAX. L 18" MAX. PUBLIC ROAD -fes BACKFILL & COMPACT EXCAVATED FILL ALONG HAY BALE FLOW - EXCAVATE TRENCH 4" AND LACE FILL UP-SLOPE OF TRENCH EXISTING GRADE PLACE HAYBALE AND STAKE o o ° ' ` WEDGE LOOSE HAY SECTION FIRST STAKE AT ANGLE TOWARDS Q0 Qoo°° SPECIAL RIPRAP BETWEEN BALES PREVIOUS LAID BALE. 4" MINIMUM 0°04p44G00 o ° (2" STONE CONFORMING STAKES ARE 18" MIN. INTO GROUND 00 ° ° C QQ0 TO D.O.T. FORM 814, 1988 0° p O° pQp 4 ARTICAL M.12.03-4.) (2)-2 x2 x3 STAKES " O °npg OR REBAR PER BALE EMBED HAYBALE 4 MIN. INTO SOIL 24' FILTER FABRIC / nI\- \ z ANTI- TRACKING PAD I V n NOT TO SCALE ELEVATION HAY BALE BARRIER DETAIL NOT TO SCALE l( FILTER FABRIC WITH WOVEN 2"x2"x48" WOOD STAKE II WIRE FENCE, INDUSTRIAL NETTING, OR SNOW FENCE FOR SUPPORT COMPACTED BACKFILL 100' CLA Engineers, Inc. CIVIL - STRUCTURAL - SURVEYING ll FLOW r 12" MIN. 317 Main Street MONTVILLE, Connecticut 860) 886-1966 Fax (860) 886-9165 e-mail: CLAengrsOaol. corn NATIVE SOIL OR TWINE (TYP.) SILT FENCE SECTION NOT TO SCALE 4" TOPSOIL fit •• ••rte • •• • q • . •• • 11 1• ••• •••• rr•rir* iiri•i» •+•; IWO* sW*oil 4" CLEAN FILL----/ LOAM & SEED CROSS-SECTION DETAIL NOT TO SCALE o FLOW o BOTTOM OF SLOPE NOTE: NORMAL USE AT BOTTOM OF FILL SLOPE EROSION PROTECTION TYPE IB STAKED HAY OR STRAW BALES p O p p w zw 3 m ©w J (= O Q to a p p BALES PLAN. ELEVATION EROSION PROTECTION PROPOSED SWALES & PIPE OUTFALLS NOT TO SCALE STRAW BALE CLA Engineers, Inc. CIVIL - STRUCTURAL - SURVEYING TWO - 2%2"x3" STAKES IN EACH BALE (TYP.) 2"x2"x48" WOOD STAKE 317 Main Street MONTVILLE, Connecticut 860) 886-1966 Fax (860) 886-9165 e-mail: CLAengrsOaol. corn BINDING WIRE OR TWINE (TYP.) FILTER FABRIC WITH WOVEN Proj. Engineer J.F.M. WIRE FENCE, INDUSTRIAL NETTING, Date: 0.1/08/09 OR SNOW FENCE FOR SUPPORT Stormwater Management MODIFIED RIPRAP PLACE AS SHOWN T A I ON UPHILL SIDE OF I) TO PREVENT 4 BELOWIIIfI PIPING GRADEBARRIER 111 III11III STRAW BALE TWO - 2'x2'x4' STAKES IN EACH BALE (TYP.) 2'x2"x4' WOOD STAKE FILTER FABRIC WITH WOVEN WIRE FENCE, INDUSTRIAL NETTING, OR SNOW FENCE FOR SUPPORT FILTER FABRIC AND HAYBALE SHALL BE PLACED 4' BELOW GRADE STRAW BALE TWO - 2'x2"x4" STAKES IN EACH BALE (TYP.) WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER BINDING WIRE OR TWINE (TYP.) WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER L1 _ MODIFIED RIPRAP II PLACE AS SHOWN ON DE OF BARRIERILL TO PREVENT SECTION A - A PIPING t DOWN GRADIENT INSTALL FILTER FABRIC AROUND 3 SIDES OF HAYBALES rLuw I- MODIFIED RIPRAP PLAN VIEW PLUNGE POOL CONSTRUCTION NOTES: I. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE WITH STAPLES. 6' ON CENTER. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL OVERLAP BY 6' AND BE FOLDED. 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. DEWATERING PLAN A CLEAR WATER DISCHARGE SHALL BE PROVIDED AS FOLLOWS: A. THE WATER SHALL BE PUMPED TO A DEWATERING STRUCTURE WHICH SHALL BE LOCATED AT LEAST 50 FEET FROM ANY REGULATED WETLAND AREA. B. THE DEWATERING STRUCTURE SHALL BE SIZED TO ACCOMMODATE EXISTING FLOWSSEEDETAIL) C. THE DEWATERING STRUCTURE SHALL BE SURROUNDED BY SILT FENCE AND THE OUTFALL IS TO BE DISCHARGED TO A VEGETATED AREA. STRAW BALE BARRIER_ DE- WATERING DETAIL NOT TO SCALE CLA Engineers, Inc. CIVIL - STRUCTURAL - SURVEYING 317 Main Street MONTVILLE, Connecticut 860) 886-1966 Fax (860) 886-9165 e-mail: CLAengrsOaol. cornNo. Date Revision Advanced Associates, LLC Project No. CLA-4142 Proj. Engineer J.F.M. Site Development Plan Proposed Improvements -Existing Wetland Crossing Zoning District 1 41+0 Maple Avenue - Mont0e, Connectta d Date: 0.1/08/09 Sheet No. Stormwater Management FRAME AND COVER SHALL BE '*CAMBELL" MODEL NO. 10494-502 (FRAME) AND 10495132 (COVER) AND SHALL HAVE: 2 1 VENT HOLE AND EACH COVER SHALL BEAR THE WORDING "SEWER" COLPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP CONE SECTION SECTION BELOW BRICK MASONRY A MECHANICAL SEAL TABLE & INVERT (WATERTIGHT) (TYP.) VL alt— FLOW F FLOW 777 77 —7777 MANHOLE PIPE SHALL NOT MANHOLE EXCAVATION PAYMENT LIMITSEXCEED2'-0" IN LENGTH (TYP.) A 44 PLAN IbBM TABLE MANHOLE DETAIL NOT TO SCALE EXISTING GRADE ooe D MORTAR PARGING OR ROADWAY SECTION VOL INS. FT.&INS FT.&INS FT.&INS 2 f CU.YD. 18" 1'0 MORTAR BED COMPACTED SUITABL&-,,,. 2 1/2* 24 1/2" 1.83 PAY LIMITS NATIVE MATERIAL 8'-6' 9 12" O.C. L=30 2* -8* 6'-0" 10'-6* 2 1/2", 27" 3.79 TYP. TELEPHONE, -ELECTRICAL CONE SECTION ADJUST TO GRADE x 12" MINIMUM OVER EARTH WITH BRICK MASONRY 12* MAXIMUM 24 4i FILTER FABRIC SEWER PIPE CONTINUOUS) TRENCH WIDTH,• D+3 6* TYP. C, PRECAST CONCRETE 9" SAND D=INSIDE UNSUITABLE MATERIAL DIAMETER MANHOLE RISER SECTIONS DRAINAGE TRENCH N q yt 3" OF PIPE NOT TO SCALE TO SUIT A1 3/4* CRUSHED SION MANHOLE STEP M I 4 0 FIT PIPE CONTOUR COLPOLYMER POVPROPYLENt< 4*-0" DIA. 6" MINIMUM 11 PLASTIC W/ 1/2 GRADE 12" MINIMUM OVER EARTH X 60 STEEL REINFORCEMENT TRENCH WIDTH: 3' SANITARY SEWER BEDDING TABLE UP TO BE AT SAME TABLEPITCTOH INVERT N ELEVATION AS INSIDE CROWN Toil?) OF LARGEST PIPE BUILT INTO M.H. 9 FLOW A, PRECAST CONCRETE GRAVEL BEDDING BASE SECTION UNDER PIPE MECHANICAL S WATERTIGHT) (TYP.) 1120 MINIMUM GRAVEL BEDDING BRICK MASONRY 6* -0* TABLE & INVERT SECTION A — M.H. FRAME COVER COLPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP CONE SECTION SECTION BELOW BRICK MASONRY A MECHANICAL SEAL TABLE & INVERT (WATERTIGHT) (TYP.) VL alt— FLOW F FLOW 777 77 —7777 MANHOLE PIPE SHALL NOT MANHOLE EXCAVATION PAYMENT LIMITSEXCEED2'-0" IN LENGTH (TYP.) A 44 PLAN IbBM TABLE MANHOLE DETAIL NOT TO SCALE NOT TO SCALE F.T:1_0 GRAM TO PRWDE INISMONSMOOTHTRA TO NATURAL GRADE 1 wACWDW& GRASS LINED DRAINAGE SWALE NOTE: USE 8* RISER PIPE & BENDS FOR INCOMING SEWER OF 12* OR LESS FOR INCOMING SEWER LARGER THAN 12% THE RISER PIPE & BENDS SHALL BE 10* MORTAR P RGING 1" MORTAR BED— ADJUST TO 'RADE WITH BRICK MASONRY 12* MAXIM[ A REVERSE BRANCH CC SAN. r ow 7 CONCRETE ENCASEMENT RISER PIPE SEE NOTE M)M'E) LONG RADIl 3 90* ELBOW MECHANICAL SEAL WATERTIGHT) TYP. BRICK MASONRY--" TABLE & INVERT 5' 1 PROPOSED BERM & DRAINAGE SWALE EXISTING GRADE LABEL QTY. D S H OR ROADWAY SECTION VOL INS. FT.&INS FT.&INS FT.&INS INS./FT. FT.&INS CU.YD. 18" TRENCH EXCAVATION COMPACTED SUITABL&-,,,. 2 1/2* 24 1/2" 1.83 PAY LIMITS NATIVE MATERIAL 8'-6' 2 1/2- 25 3/4- 2.72 L=30 2* -8* 6'-0" 10'-6* 2 1/2", 27" 3.79 12" TELEPHONE, -ELECTRICAL DETECTABLE WARNING TAPE 12" MINIMUM OVER EARTH 24 4i FILTER FABRIC SEWER PIPE CONTINUOUS) TRENCH WIDTH,• D+3 C, 2' GRAVEL FILL WHEN 9" SAND D=INSIDE UNSUITABLE MATERIAL DIAMETER ENCOUNTERED DRAINAGE TRENCH N q yt 3" OF PIPE NOT TO SCALE A1 3/4* CRUSHED SION D PRESHAPE BEDDING TO BACKFILL AND BEDDING 0 FIT PIPE CONTOUR 6" MINIMUM 11 12" MINIMUM OVER EARTH OVER ROCK TRENCH WIDTH: 3' SANITARY SEWER BEDDING DETAIL NOT TO SCALE F.T:1_0 GRAM TO PRWDE INISMONSMOOTHTRA TO NATURAL GRADE 1 wACWDW& GRASS LINED DRAINAGE SWALE NOTE: USE 8* RISER PIPE & BENDS FOR INCOMING SEWER OF 12* OR LESS FOR INCOMING SEWER LARGER THAN 12% THE RISER PIPE & BENDS SHALL BE 10* MORTAR P RGING 1" MORTAR BED— ADJUST TO 'RADE WITH BRICK MASONRY 12* MAXIM[ A REVERSE BRANCH CC SAN. r ow 7 CONCRETE ENCASEMENT RISER PIPE SEE NOTE M)M'E) LONG RADIl 3 90* ELBOW MECHANICAL SEAL WATERTIGHT) TYP. BRICK MASONRY--" TABLE & INVERT 5' 1 PROPOSED BERM & DRAINAGE SWALE ALUMINUM MANHOLE 0 M.H. FRAME & COVER ECCENTRIC CONE SECTION WITH RISER SECTION BELOW PLM --CONE SECTION BRICK MASONRY MECHANICAL SEAL TABLE & INVERT (WATERTIGHT) (TYP.) D%; TYP. 7 FLOW RISER PIPE SEE NOTE ABOVE) 7,777 4'-0" DIAMETER CONCRETE ENCASEMENT MANHOLE EXCAVATION PAYMENT LIMITS SECTION D—D DROP MANHOLE DETAILS NOT TO SCALE 8* TO 18t DRIVEWAY NOTES - 1. WHERE VERTICAL SEPARATION BETWEEN THE DRAINAGE PIPE AND SANITARY SEWERS IS 18* OR LESS A 6* CONCRETE IS REQUIRED FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE CROSSING. 2. A FULL LENGTH OF SEWER PIPE SHALL BE CENTERED AT ALL STORM DRAIN CROSSINGS. CONCRETE ENCASEMENT DETAIL 1 TOP COURSE 2" BINDER COURSE ------ AINAGE TRENCH NT SECTION ENCASEMENT MAIN 6" PROCESSED STONE BASE 10" COMPACTED SUBBASE BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE NOT TO SCALE LA END WALL SYMETRICAL ABOUT PIPE ARCH 4-#6 BARS FULL LENGTH r------------------------------------------ -- - r ---------------------------------------------y r RCP EXISTING ELEV. WETLANDS 4-6 BARS FULL LENGTH It 1 _0IN7r 1747- A 4* Rk H FLOW UNE D S C -ASS *A" CONCRETE 2P -0w OR CEMENT RUBBLE MNSONIRY I L_B— 1 Ll 1/2 S D- 1 1/2 S WALL AT I= OF SLDPE FRONT ELEVAMON N H= TOTAL HEIGHT OF ENDWALL 8 - BASE D - INSIDE DIAMETER OF PIPE S = HEIGHT DF SLOPE ABOVE FLOE LINE AT FACE OF WALL MINIMUM - D+2 L = LENGTH OF WALL = 3S+D ALL EDGES OF EXPOSED SURFACES TO BE CHAMFERED APPROXIMATELY ONE INCH. COMPACTED SUITABLE NAI NE MATERIAL OR GRAVEL FILL AS DIRECTED DRAINAGE CULVERT D=INSIDE DIAMETER OF PIPE A AL DIMENSIONS AND QUANTITIES FOR ONE ENDWALL BASED ON S = D + 2" LABEL QTY. D S H L BATTER B VOL INS. FT.&INS FT.&INS FT.&INS INS./FT. FT.&INS CU.YD. 18" 19-8- 50-0w 6#-60 2 1/2* 24 1/2" 1.83 24" 20-2" 5'-61* 8'-6' 2 1/2- 25 3/4- 2.72 L=30 2* -8* 6'-0" 10'-6* 2 1/2", 27" 3.79 12" TELEPHONE, -ELECTRICAL 60 MINIMUM 12" MINIMUM OVER EARTH OVER ROCK 4i V TRENCH WIDTH,• D+3 2' GRAVEL FILL WHEN UNSUITABLE MATERIAL Z ENCOUNTERED DRAINAGE TRENCH N q yt NOT TO SCALE P `R 0. ALUMINUM MANHOLE 0 M.H. FRAME & COVER ECCENTRIC CONE SECTION WITH RISER SECTION BELOW PLM --CONE SECTION BRICK MASONRY MECHANICAL SEAL TABLE & INVERT (WATERTIGHT) (TYP.) D%; TYP. 7 FLOW RISER PIPE SEE NOTE ABOVE) 7,777 4'-0" DIAMETER CONCRETE ENCASEMENT MANHOLE EXCAVATION PAYMENT LIMITS SECTION D—D DROP MANHOLE DETAILS NOT TO SCALE 8* TO 18t DRIVEWAY NOTES - 1. WHERE VERTICAL SEPARATION BETWEEN THE DRAINAGE PIPE AND SANITARY SEWERS IS 18* OR LESS A 6* CONCRETE IS REQUIRED FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE CROSSING. 2. A FULL LENGTH OF SEWER PIPE SHALL BE CENTERED AT ALL STORM DRAIN CROSSINGS. CONCRETE ENCASEMENT DETAIL 1 TOP COURSE 2" BINDER COURSE ------ AINAGE TRENCH NT SECTION ENCASEMENT MAIN 6" PROCESSED STONE BASE 10" COMPACTED SUBBASE BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE NOT TO SCALE LA END WALL SYMETRICAL ABOUT PIPE ARCH 4-#6 BARS FULL LENGTH r------------------------------------------ -- - r ---------------------------------------------y r RCP EXISTING ELEV. WETLANDS 4-6 BARS FULL LENGTH It 1 _0IN7r 1747- A 4* Rk H FLOW UNE D S C -ASS *A" CONCRETE 2P -0w OR CEMENT RUBBLE MNSONIRY I L_B— 1 Ll 1/2 S D- 1 1/2 S WALL AT I= OF SLDPE FRONT ELEVAMON N H= TOTAL HEIGHT OF ENDWALL 8 - BASE D - INSIDE DIAMETER OF PIPE S = HEIGHT DF SLOPE ABOVE FLOE LINE AT FACE OF WALL MINIMUM - D+2 L = LENGTH OF WALL = 3S+D ALL EDGES OF EXPOSED SURFACES TO BE CHAMFERED APPROXIMATELY ONE INCH. COMPACTED SUITABLE NAI NE MATERIAL OR GRAVEL FILL AS DIRECTED DRAINAGE CULVERT D=INSIDE DIAMETER OF PIPE A AL NOT TO SCALE PAVEMENT SECTION OR LOAM & SEED VARIES SEEPLAN) TRENCH EXCAVATION DIMENSIONS AND QUANTITIES FOR ONE ENDWALL BASED ON S = D + 2" LABEL QTY. D S H L BATTER B VOL INS. FT.&INS FT.&INS FT.&INS INS./FT. FT.&INS CU.YD. 18" 19-8- 50-0w 6#-60 2 1/2* 24 1/2" 1.83 24" 20-2" 5'-61* 8'-6' 2 1/2- 25 3/4- 2.72 L=30 2* -8* 6'-0" 10'-6* 2 1/2", 27" 3.79 NOT TO SCALE PAVEMENT SECTION OR LOAM & SEED VARIES SEEPLAN) TRENCH EXCAVATION REMOVE EXISTING BITUMINOUS PAVEMENT 12" FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY EXISTING PAVEMENT WIDTH UNKNOWN 12* POST BOLT SLOTS 3 4"x2-1/2" TO 3-1/2* 26'-0 1 /2' OR 13'-f; 1 /2" S4x7.7 POSTS SPACED Cox. 5/16- BOLT (TYP.)- 1/4 SQ.x3/4" THK. BASE PLATE W/4-5/8 DIA. A307 A.B. CONCRETE RETAINING WALL TYPICAL RAIL ELEMENT CLASS A (12 GA.) SPLICE BOLT 8 PER JOINT GRAI AT THE OPTION OF TH-A CONTRACTOR It N r_ 11 - METAL 11I \-WASHERBEAM (1 WASHERRAILIIPERPOST) 41 We 4 - FRONTLNEWPAVEMENT END SURFACE SYMMICAL A CENTER UNE FORBOUT MEDIAN INSTALLATION M BE IN AMORDANCE BARRIER INSTALLATION WTTH THE REQUIREMENTS OF CT. D.O.T. METAL BEAM RAIL NOT TO SCALE 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12* FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMOVE ENTIRE WIDTH OF PAVEMENT. 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 1LL_ 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE00WITHTHEPROPOSEDEDGE. zz F- ED IWV EXISTING AND PROPOSED PAVEMENT NOT TO SCALE ANCHOR BOLTS 2* - 6* BASE HEIGHT FINISHED GRADE J' 4 18*DLk CONC. 3* -6* SCH.40 PVC CONDUIT CONCRETE BASE CROSS SECTION Luminaire Schedule Qty Label Arrangement Lumens LLF Description 2 PR1 SINGLE 22000 0.750 PR2625-M, 250W PSMH 1 PR2 BACK -BACK 22000 0.750 PR2625-M, 250W PSMH EQUIPMENT UST LABEL QTY. CATALOG NUMBER DESCRIPTION' 2* COMPACTED GRAVEL FILL POLE 1 PS4S22C2BZ 22' X 4" SQ. STEEL POLE a DETECTABLE CONFORMING TO ARTICLE WARNING TAPE COVER 4" SCHEDULE 40 PVC M.02.01 2" 4" SCHEDULE 40 PVC , CAN CONDUIT D PRESHAPE BEDDING TO ELECTRICAL CONDUIT HIM FIT PIPE CONTOUR CONDOR REQUIREMENTS PRIOR TO CONSTRUCTION 12" 12" TELEPHONE, -ELECTRICAL 60 MINIMUM 12" MINIMUM OVER EARTH OVER ROCK V TRENCH WIDTH,• D+3 2' GRAVEL FILL WHEN UNSUITABLE MATERIAL ENCOUNTERED DRAINAGE TRENCH DETAIL NOT TO SCALE REMOVE EXISTING BITUMINOUS PAVEMENT 12" FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY EXISTING PAVEMENT WIDTH UNKNOWN 12* POST BOLT SLOTS 3 4"x2-1/2" TO 3-1/2* 26'-0 1 /2' OR 13'-f; 1 /2" S4x7.7 POSTS SPACED Cox. 5/16- BOLT (TYP.)- 1/4 SQ.x3/4" THK. BASE PLATE W/4-5/8 DIA. A307 A.B. CONCRETE RETAINING WALL TYPICAL RAIL ELEMENT CLASS A (12 GA.) SPLICE BOLT 8 PER JOINT GRAI AT THE OPTION OF TH-A CONTRACTOR It N r_ 11 - METAL 11I \-WASHERBEAM (1 WASHERRAILIIPERPOST) 41 We 4 - FRONTLNEWPAVEMENT END SURFACE SYMMICAL A CENTER UNE FORBOUT MEDIAN INSTALLATION M BE IN AMORDANCE BARRIER INSTALLATION WTTH THE REQUIREMENTS OF CT. D.O.T. METAL BEAM RAIL NOT TO SCALE 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12* FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMOVE ENTIRE WIDTH OF PAVEMENT. 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 1LL_ 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE00WITHTHEPROPOSEDEDGE. zz F- ED IWV EXISTING AND PROPOSED PAVEMENT NOT TO SCALE ANCHOR BOLTS 2* - 6* BASE HEIGHT FINISHED GRADE J' 4 18*DLk CONC. 3* -6* SCH.40 PVC CONDUIT CONCRETE BASE CROSS SECTION Luminaire Schedule Qty Label Arrangement Lumens LLF Description 2 PR1 SINGLE 22000 0.750 PR2625-M, 250W PSMH 1 PR2 BACK -BACK 22000 0.750 PR2625-M, 250W PSMH EQUIPMENT UST LABEL QTY. CATALOG NUMBER DESCRIPTION' POLE 2 PS4S22C1BZ 22' X 4" -SQ. STEEL POLE POLE 1 PS4S22C2BZ 22' X 4" SQ. STEEL POLE a DETECTABLE PROPOSED POLES MEET 120 MPH SUSTAINED WINDS. RUUD PARKING LOT LIGHT DETAIL NOT TO SCALE NOT TO SCALE STOP SIGNS TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS SECURE ALL SIGNS TO 1/2- DW GALVANIZED STEEL POST WITH (2) 1/4- DIA. GALVANIZED BOLTS (11 TOP, 1 BOTTOM) (TYP) TRAFFIC SIGNAGE NOT TO SCALE CLA Engineers, Inc. CIVIL STRUCTURAL SURVEYING 317 Main Street Norwich, Connecticut 860) 886-1966 Fax (860) 886-91654o. Daae Revision Project No. Advanced Associates, LLC CLA-4142 Proj. Engineer Site Ellevelo~ Plan J.F.M. Proposed improvements-E)c1sting Wetland Crossing Date: Zoning District 1 01/08/09 410 Maple Avenue - Montville, Connecticut Sheet No. Site Deta s COMPACTED SUITABLE NATIVE MATERIAL OR GRAVEL FILL EXISTING GRADE DETECTABLE WARNING TAPE COVER 4" SCHEDULE 40 PVC TELEPHONE CONDUIT 2" 4" SCHEDULE 40 PVC , CAN CONDUIT 4" SCHEDULE 40 PVC,,,,1_ 7 - ELECTRICAL CONDUIT HIM SAND -0 CONTRACMR TO CONFIRM UTIL11Y CONDOR REQUIREMENTS PRIOR TO CONSTRUCTION 12" 12" TELEPHONE, -ELECTRICAL CATV NOT TO SCALE STOP SIGNS TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS SECURE ALL SIGNS TO 1/2- DW GALVANIZED STEEL POST WITH (2) 1/4- DIA. GALVANIZED BOLTS (11 TOP, 1 BOTTOM) (TYP) TRAFFIC SIGNAGE NOT TO SCALE CLA Engineers, Inc. CIVIL STRUCTURAL SURVEYING 317 Main Street Norwich, Connecticut 860) 886-1966 Fax (860) 886-91654o. Daae Revision Project No. Advanced Associates, LLC CLA-4142 Proj. Engineer Site Ellevelo~ Plan J.F.M. Proposed improvements-E)c1sting Wetland Crossing Date: Zoning District 1 01/08/09 410 Maple Avenue - Montville, Connecticut Sheet No. Site Deta s