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HomeMy WebLinkAboutSite Plann ENAP S 1. PLAN OF PROPERTIES OF. THE THAMES HOTEL CORPORATION AND J ,HN S. 'DAWSON, CONNECTICUT, SCMONTVILLE &NORWICHLE 1 100 NOVEMBER 1975 ADDITIONS SEPTSE T 1 77PREPARED.BYCHANDtER,PALMER&KING. I t SHALL, coOWNERS2. SUBDIVISION '.PLAN MADE FOR HELEN COGGES HAL &WARREN COGGs Ln FITCH HILL RDS. MONTVILLE Ct!NN. MAR. 20 1997DEVELO.PERS ,,'TITCH ,HILL & OLD C , ALLY L.S. SCALE.. 1 20, -PREPARED BY JAMES F. McN TATFAIRWAYESESLLCAVDEVELOPMENT, 3. SURVEY %;LOT LINE RECONFIGURATION PLAN` FOR J EE DEVELOPM OLD FITCH,:HILLROAD,,rMQNTVILLE, `CT, JAN. 2003, SCALE: It 40 I,REPARED'` BY ROBERT L. o MULLEN r . LL.S. co r o CLAer Im- c Y. 1 VVL l IVVJG TO BE REMOffl) N/F Robert M. & Kathy L. Coggeshall Assessor's Map 129, Lot 2 COC T.F.=83.76 6" PVC INV. OUT=82.46 12" RCP INV.OUT=81.09 SCALE: ,"- zo ZONING" COMPLIANCE CHART ZONE R®2Qul i - M t Family Mw REQUIREDQ PROPOSED LOT AREA 50,000 S.F. 54,190 S.F. LOT WIDTH 100 FT. 206 FT. ; FONTR YARD. SETBACKBCK 50 FT. 35 FT. (EX.) SIDE YARD ~SETBACK 40 FT. 44 FT. REAR YAR ADSETBACK 40 FT. 42 FT. HEIGHT 35 FT. 34 PARKINGNRKG SPACES 10 10 t UMNC- AL® NU I tom. PROPOSED ENTRANCE ,-- 1. APPLICANT: JAVEE DEVELOPMENT, LLC 7. , THIS SITE IS NOT LOCATED IN A .FLOOD ZONE. - SEE DETAIL C/O JACK CIPRIANO` 8. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR .'IOCONSTRUCTION. 14 OLD. FITCH HILL ROAD CALL BEFORE YOU' DIG: 1-800 1922-4455. T UNCASVILLEl CONNECTICUT 06362 9. ANY REQUIRED PUBLIC IMPROVE ENTS MUST BE COMPLETED WITHIN 5 , YEARS -10 OWNER: JACK CIPRIANO PROPOSED ROAD ' WID4NING j 14 OLD FITCH HILL ROADf UNCASVILLE, CONNECTICUT 06362 I _ DEVELOPMENT BY OTHERS 2. SITE IS LOCATED IN ZONING DISTRICT R-2. THIS SURVEY AND MAP HAS BEEN i REPARED IN 'ACCORDANCE' -,WITH SECTION - 5 a 3. THE PURPOSE OF THE PROPOSED DEVELOPMENT WILL BE A 5,UNIT INSTALL CONSTRUCTION STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS MULTI–FAMILY DEVELOPMENT TO INCLUDE THE EXISTING UNIT AND THE 4 ' PROPOSED UNITS TO BE : CONTSRIUCTED. ENTRANCE (SEE DETAIL) SOCIATION OF LAND SURVEYORS, -INC.. r I HEREBY DECLARE -TO ' 4. THE PROPOSED DEVELOPMENT WILL BE SERVED BY PUBLIC WATER & JAYVEE DEVELOPMENT LLC SANITARY SEWER. u PROPOSED STOP" SIGN 5. SITE 'IS SHOWN ON ASSESSORSMAP 62, LOT ` 37. t 6. THIS SITE IS NOT LOCATED IN A COASTAL AREA MANAGEMENT PROPOSED ENTRANCE ,-- SIGN W/ LIGHT 7. , THIS SITE IS NOT LOCATED IN A .FLOOD ZONE. - SEE DETAIL 8. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR .'IOCONSTRUCTION. CALL BEFORE YOU' DIG: 1-800 1922-4455. T 9. ANY REQUIRED PUBLIC IMPROVE ENTS MUST BE COMPLETED WITHIN 5 , YEARS -10OFAPPROVALDATE: PROPOSED ROAD ' WID4NING jTOBECOMPLETEDA, PART OF ADJACENTDECLARATION: DEVELOPMENT BY OTHERS THIS SURVEY AND MAP HAS BEEN i REPARED IN 'ACCORDANCE' -,WITH SECTION - 5 a20-300b--1 THRU 20-300b-20 OF1 THE REGULATIONS FOR STATE AGENCIES, STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT A SOCIATION OF LAND SURVEYORS, -INC.. I HEREBY DECLARE -TO ' I JAYVEE DEVELOPMENT LLC DIME; BANK CHICAGO TITLE INSURANCE COMANY THAT THIS SURVEY WAS CONDUCTED ON THE ' GROUND` ON DEC. 2002 AND LAST -INSPECTED/ ON 8/31/05.1 a AND THAT TO MY KNOWLEDGE AND ;BELIEF THIS MAP IS SUBSTANTIALLY, CORRECT AS NOTED .HEREON . AND THAT UNLESS OTHERWISE DEPICTED OR NOTED HEREON: A . DEED LINES AND LINES OF OCCUPATION ARE THE SAME. B . ALL BUILDINGS. AND IMPROVEMENTS HAVE BEEN LOCATED. FIRE HYDRANT C , BUILDINGS DO NOT ENCROACH?VER STREET, DEED OR EASEMENT LINES BY OTHERS ON OR APPURTENANT TO THE PROPERTY. D). BUILDINGS OR `IMPROVEMENTS DO NOT VIOLATE MUNICIPAL SETBACK`' REQUIREMENTS OR DEED, RESTRICTIONS PERTAINING TO THE LOCATION EXISTING =TREE OF BUILDINGS' -OR IMPROVEMENTS. TO BE REMOVED E). THERE: ARE NO. ENCROACHMENT OR PROJECTIONS ON ` .OR .OVER THE PROPERTY OR ON EASEMENTS APPURTENANT TO THE SAME BY; BUILDINGS'. OR IMPROVEMENTS ERECTED 0 ADJACENT LANDS. F). THERE: ARE NO EASEMENTS OR ENCROACHMENTS .'AFFECTING -,THIS PROPERTY . SNET 2 08 FROM A CAREFUL INSPECTION 'OF THE SAME, OTHER THAN THOSE DEPICTED t C OR NOTED HEREON. C G ). THE PROPERTY IS NOT LOCATED WITHIN A FEMA FLOOD HAZARD l V ROBERT L; ---Mit LLEN, L.L. . #12331 DATEIS.M.N. (PAVED OVER) T.F.=84.5 WV.=77.7 FINAL SITE PLAN APPROVIAL GRANTED BY THE MONTVILLE PLANNING AND ZONING COMMISSION SIGNATURE DATE WFAMONEWA LmA% mngllneenws Y 4 9/5/05 DECLARATION FINAL CONDITONS CIVIL TRUCTURAL SU3-6/3/05 TOWN ENGINEERS COMMENTS 25/23/05 31'7 Misc. Revisions M St156 .05 Misc. Revisions ain ree Norwich, . ConnecU.cut 864 88s 1966.: Fa ,. t _ x 165No. Date RevisionF ,, .. fig Project,7ia aaoe oea9 tfi p ' JAVEE E ELOP!l Ni Lh - CLA_3598.. .:.... , 1 e dA4 / a CT mraa0oaa nf4i ,ppm Proi. a ef' d En eeL6 radaJ' t.-. a 4, .: 3 R L.. D a GOLF L1, : _ .. :.. .... ... _ .. oV 4., a A Date. . F C 4 o 'aiaJo xoaao APRIL 2005DiHHILLONSVILLEa . 0-0, Sheet No.©. lid9 10 A AA cn a a , EXISTING GRADE COMPACTED SUITABLE NATIVE MATERIAL OR GRAVEL FILL DETECTABLE k//X WARNING TAPE/ 30„ COVER i N// \ 12” SCHEDULE 40 PVC /\ I - SIZE AS REQUIRED) \/ _ /< SCHEDULE 40 PVC \ SIZE AS REUIRED) \ ' SAND 12" TRENCH DETAIL TELEPHONE & ELECTRICALCONDUIT CLA F_ NOT TO SCALE PROPOSED GRADE COMPACTED SUITABLE NATIVE MATERIAL OR r/2% GRAVEL FILL 24" MIN. DETECTABLE WARNING TAPE- CONTINUOUS ALONG MAIN & SERVICES SAND PIPE BEDDING 12" MIN, A/ 3012" MIN. l - : _ '% GAS SERVICE SIZE PER UTILITY CO.) 12" MIN TRENCH WIDTH 27" GAS STRENCH DETAIL NOT TO SCALE DOUBLE SWING GATE TIE WIRES AT 12" CENTERS 3/8" TRUSS RODS (TYP.) CL N OR ROADWAY SECTION N d0 cY) c3 L y O NATIVE MATERIAL O N r if CU DETECTABLE WARNING TAPE i SEWER PIPE N CONTINUOUS) a) a 24" f i cn 00 a rn L r` 3" OF PIPE D `f PRESHAPE BEDDING TO IT PIPE CONTOUR ll T r 0 6" MINIMUM\ f coy 12" MINIMUM OVER EARTHrr rn LO fir'% 3/4" CRUSHED STONE O BACKFILL AND BEDDING O LO SEWEI Ce) NOT TO SCALE EXISTING GRADE COMPACTED SUITABLE NATIVE MATERIAL OR GRAVEL FILL DETECTABLE k//X WARNING TAPE/ 30„ COVER i N// \ 12” SCHEDULE 40 PVC /\ I - SIZE AS REQUIRED) \/ _ /< SCHEDULE 40 PVC \ SIZE AS REUIRED) \ ' SAND 12" TRENCH DETAIL TELEPHONE & ELECTRICALCONDUIT CLA F_ NOT TO SCALE PROPOSED GRADE COMPACTED SUITABLE NATIVE MATERIAL OR r/2% GRAVEL FILL 24" MIN. DETECTABLE WARNING TAPE- CONTINUOUS ALONG MAIN & SERVICES SAND PIPE BEDDING 12" MIN, A/ 3012" MIN. l - : _ '% GAS SERVICE SIZE PER UTILITY CO.) 12" MIN TRENCH WIDTH 27" GAS STRENCH DETAIL NOT TO SCALE DOUBLE SWING GATE TIE WIRES AT 12" CENTERS 3/8" TRUSS RODS (TYP.) 3" CORNER POSTS 2" O.C. FRAME 1/4"x3/4" STRETCHER aa d CD DUMPSTER ENCLOSURE = CHAIN LINK FABRIC WITH 12" VERTICAL SLATS 15'x10' CONCRETE SLAB PITCH 1 /4"/ft. TO REAR) CHAIN LINK FENCE/DUMPSTER ENCLOSURE NOT TO SCALE CROSS SLOPE 1/4" PER FOOT 5" CONC. — BROOM FINISH a ' 8 COMPACTED GRAVEL BASE r r r n t nr1°rY r,nO n°ri•; 0 °r- EEiii,-=li ii iiFl=-l1EEiiiii,E,iii,i GROSS SECTION EXPANSION JOINT WITH PRE—MOLDED EXP. JOINT FILLER AT 15'-0" ox, NEW SIDEWALK 1/4" CONTROL JOINTS AT 5'- 0"o.e. USE EXPANSION JOINT WHERE NEW WALK MEETS EXISTING a •.`ia• .w ^' . _ ; ` y •_ a ..: it Cr g' 70 O4C r0n- O CY oC O° °nC), O° 0 C i C! . _ C` ° .r.'oo r b p' ° ' ,EXISTING oQC c 2 ° rt( SIDEWALKin(0 (n . rOnr9n r rQn LONGnDINAL SECTION CONCRETE WALK & JOINT DETAIL NOT TO SCALE 4 _0" _ NOTE: SIGN LIGHTING: EXTERIOR ONLY SIGN DETAIL LSC ,C) pv8 00 so, 00 0 0 o000 0 o o g Uoo 4 MINIMUM o000 ogOo 0 000 0 00000 0 og o 2" SIZE STONE 5' FILTER FABRIC CONSTRUCTION ENTRANC NOT TO SCALE 4" TOPSOIL SEED, FERTILIZER & MULCH 77 O 0 °z0v(aO°000 (90 °q o pO'0-0 'C%%b 0000 Rc X0.7 O nnc LOAM • SEEDCROSS-SECTION NOT TO SCALE 1 1/2" CLASS II BITUMINOUS CONCRETE 1 1/2- BINDER COURSES 4" PROCESSED GRAVEL BASE 12" COMPACTED ROLLED GRAVEL SUBBASE BITUMINOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE 3" BITUMINOUS CONCRETE HOT MIX) 2" SURFACE COURSE CLASS 2 OVER 2" BINDER COURSE CLASS 1 UNDISTURBEDUNDISTURBED EXIST. PAVEMENT EXIST. PAVEMENT EROSION CONTROL & SEDIMENTATION NAR.%?,,ATIVE 1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES, THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLEWETLANDSOFFICER. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TOSITEDISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALLBEINSTALLEDIFDETERMINEDTOBENECESSARYBYTHEWETLANDSOFFICER. 3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OFFICER FOR INSPECTION OF THE SEDIMENT AND EROSION CONTROL MEASURES, PRIOR TO SITE DISTURBANCE. CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE WETLANDS OFFICERHASREVIEWEDANDAPPROVEDTHEINSTALLATIONOFTHESEDIMENTATIONANDEROSIONCONTROLMEASURES. 4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES ATLEASTWEEKLYANDAFTEREVERYSTORMEVENTANDREPAIRANDMAINTAINASNECESSARY. 5. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVEDANDSTOCKPILEDINANAREAASSHOWNONTHEPLANS. 6. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUNDANYTEMPORARYSTOCKPILEAREAS. 7. IMPROVEMENTS TO BE INSTALLED AS SHOWN ON THE PLAN. 8. TOPSOIL SHALL BE RE-APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES. 9. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION ANDSEDIMENTATIONCONTROLMEASURESSHALLREMAININPLACEUNTILVEGETATIONISRE-ESTABLISHED. 10. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 ANDOCTOBER1. 11. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBEDAREAS: CROWN VETCH 15 LB's/AC PERENNIAL RYEGRASS 10 LB's/AC 12. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVEDACCORDINGTOCONNECTICUTGUIDELINESFORSOILEROSIONANDSEDIMENTCONTROL. L._..s v vvov bvCT o SUvoO"OQJ NOTE: EO10" MIN. ALL VERTICAL GES OF REMNINGPROCESSEDPAVEMENTSHALLBEPAINTEDWITH AGRAVELBASELIGHTCOATOFASPHALTEMULSION TRENCH -PAVEMENT REPAIR (TOWN ROAD) NOT TO SCALE 2"x2"x48" ER FABRIC WITH WOVEN FENCE, INDUSTRIAL NETTING, SNOW FENCE FOR SUPPORT IPACTED BACKFILL OW V SILT FENCE SECTION NOT TO SCALE I 7' I -m-20" I 1 6 1/2" 150W HIGH PRESSURE SODIUM BY RUUD LIGHTING OR APPROVED EQUAL 15' 4" SQUARE ALUMINUM POLE BY RUUD LIGHTING OR APPROVED EQUAL a . 3' IN PAVED AREAS 4A r FINISHED GRADE aJ CONCRETE FOOTING AND BASE LIGHTING STANDARD NOT TO SCALE CmLA Engineers, Inc. CIVIL •STRUCTURAL •SURVEYING 2 6/3/05 TOWN ENGINEERS COMMENTS 1 5/23/05 Mise. Revisions 317 Main Street Norwich, Connecticut No. Date Revision (860) 886-1966 Fax (860) 886-9165 Project No. 01F GO/VVlp JAVEIE DEVELOPMENT, LLC CIA -3598 oqeo. aooaR.aa a cl 7Proj. Engineer GOLF HILL ® B.R.L. Date: ca 4 m APRIL 2005 Q9f y,o t7 ' OLD FITCH HILL ROAD MONTVILL , CT. Sheet No. 9a®0 ES / DETAILSI EXISTING GRADE OR ROADWAY SECTION COMPACTED SUITABLE y NATIVE MATERIAL r if DETECTABLE WARNING TAPE SEWER PIPE FILTER FABRIC i CONTINUOUS) 24" f i 5&)a f a f 9" SAND D -INSIDE rDIAMETERr` 3" OF PIPE D `f PRESHAPE BEDDING TO IT PIPE CONTOUR r 6" MINIMUM\ f coy 12" MINIMUM OVER EARTHrr o OVER ROCK moo°c}n fir'% 3/4" CRUSHED STONE BACKFILL AND BEDDING SANITARY SEWEI ING DETAIL NOT TO SCALE 3" CORNER POSTS 2" O.C. FRAME 1/4"x3/4" STRETCHER aa d CD DUMPSTER ENCLOSURE = CHAIN LINK FABRIC WITH 12" VERTICAL SLATS 15'x10' CONCRETE SLAB PITCH 1 /4"/ft. TO REAR) CHAIN LINK FENCE/DUMPSTER ENCLOSURE NOT TO SCALE CROSS SLOPE 1/4" PER FOOT 5" CONC. — BROOM FINISH a ' 8 COMPACTED GRAVEL BASE r r r n t nr1°rY r,nO n°ri•; 0 °r- EEiii,-=li ii iiFl=-l1EEiiiii,E,iii,i GROSS SECTION EXPANSION JOINT WITH PRE—MOLDED EXP. JOINT FILLER AT 15'-0" ox, NEW SIDEWALK 1/4" CONTROL JOINTS AT 5'- 0"o.e. USE EXPANSION JOINT WHERE NEW WALK MEETS EXISTING a •.`ia• .w ^' . _ ; ` y •_ a ..: it Cr g' 70 O4C r0n- O CY oC O° °nC), O° 0 C i C! . _ C` ° .r.'oo r b p' ° ' ,EXISTING oQC c 2 ° rt( SIDEWALKin(0 (n . rOnr9n r rQn LONGnDINAL SECTION CONCRETE WALK & JOINT DETAIL NOT TO SCALE 4 _0" _ NOTE: SIGN LIGHTING: EXTERIOR ONLY SIGN DETAIL LSC ,C) pv8 00 so, 00 0 0 o000 0 o o g Uoo 4 MINIMUM o000 ogOo 0 000 0 00000 0 og o 2" SIZE STONE 5' FILTER FABRIC CONSTRUCTION ENTRANC NOT TO SCALE 4" TOPSOIL SEED, FERTILIZER & MULCH 77 O 0 °z0v(aO°000 (90 °q o pO'0-0 'C%%b 0000 Rc X0.7 O nnc LOAM • SEEDCROSS-SECTION NOT TO SCALE 1 1/2" CLASS II BITUMINOUS CONCRETE 1 1/2- BINDER COURSES 4" PROCESSED GRAVEL BASE 12" COMPACTED ROLLED GRAVEL SUBBASE BITUMINOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE 3" BITUMINOUS CONCRETE HOT MIX) 2" SURFACE COURSE CLASS 2 OVER 2" BINDER COURSE CLASS 1 UNDISTURBEDUNDISTURBED EXIST. PAVEMENT EXIST. PAVEMENT EROSION CONTROL & SEDIMENTATION NAR.%?,,ATIVE 1. PRIOR TO THE INSTALLATION OF ANY EROSION AND SEDIMENT CONTROL MEASURES, THE OWNER AND CONTRACTOR SHALL MEET WITH THE TOWN OF MONTVILLEWETLANDSOFFICER. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TOSITEDISTURBANCE. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALLBEINSTALLEDIFDETERMINEDTOBENECESSARYBYTHEWETLANDSOFFICER. 3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OFFICER FOR INSPECTION OF THE SEDIMENT AND EROSION CONTROL MEASURES, PRIOR TO SITE DISTURBANCE. CONSTRUCTION SHALL NOT BEGIN UNTIL SUCH TIME AS THE WETLANDS OFFICERHASREVIEWEDANDAPPROVEDTHEINSTALLATIONOFTHESEDIMENTATIONANDEROSIONCONTROLMEASURES. 4. CONTRACTOR TO INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES ATLEASTWEEKLYANDAFTEREVERYSTORMEVENTANDREPAIRANDMAINTAINASNECESSARY. 5. CLEARING AND GRUBBING OF THE AREA TO BE GRADED. TOPSOIL TO BE REMOVEDANDSTOCKPILEDINANAREAASSHOWNONTHEPLANS. 6. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUNDANYTEMPORARYSTOCKPILEAREAS. 7. IMPROVEMENTS TO BE INSTALLED AS SHOWN ON THE PLAN. 8. TOPSOIL SHALL BE RE-APPLIED TO PROVIDE A MINIMUM DEPTH OF FOUR INCHES. 9. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. ALL EROSION ANDSEDIMENTATIONCONTROLMEASURESSHALLREMAININPLACEUNTILVEGETATIONISRE-ESTABLISHED. 10. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 ANDOCTOBER1. 11. THE FOLLOWING SEEDING MIXTURES SHALL BE PROVIDED ON ALL DISTURBEDAREAS: CROWN VETCH 15 LB's/AC PERENNIAL RYEGRASS 10 LB's/AC 12. UNFORESEEN PROBLEMS WHICH ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVEDACCORDINGTOCONNECTICUTGUIDELINESFORSOILEROSIONANDSEDIMENTCONTROL. L._..s v vvov bvCT o SUvoO"OQJ NOTE: EO10" MIN. ALL VERTICAL GES OF REMNINGPROCESSEDPAVEMENTSHALLBEPAINTEDWITH AGRAVELBASELIGHTCOATOFASPHALTEMULSION TRENCH -PAVEMENT REPAIR (TOWN ROAD) NOT TO SCALE 2"x2"x48" ER FABRIC WITH WOVEN FENCE, INDUSTRIAL NETTING, SNOW FENCE FOR SUPPORT IPACTED BACKFILL OW V SILT FENCE SECTION NOT TO SCALE I 7' I -m-20" I 1 6 1/2" 150W HIGH PRESSURE SODIUM BY RUUD LIGHTING OR APPROVED EQUAL 15' 4" SQUARE ALUMINUM POLE BY RUUD LIGHTING OR APPROVED EQUAL a . 3' IN PAVED AREAS 4A r FINISHED GRADE aJ CONCRETE FOOTING AND BASE LIGHTING STANDARD NOT TO SCALE CmLA Engineers, Inc. CIVIL •STRUCTURAL •SURVEYING 2 6/3/05 TOWN ENGINEERS COMMENTS 1 5/23/05 Mise. Revisions 317 Main Street Norwich, Connecticut No. Date Revision (860) 886-1966 Fax (860) 886-9165 Project No. 01F GO/VVlp JAVEIE DEVELOPMENT, LLC CIA -3598 oqeo. aooaR.aa a cl 7Proj. Engineer GOLF HILL ® B.R.L. Date: ca 4 m APRIL 2005 Q9f y,o t7 ' OLD FITCH HILL ROAD MONTVILL , CT. Sheet No. 9a®0 ES / DETAILSI