STREET DETAIL TYPICAL PLAN NOT TO SCALE 04/21/2016 PAGE D-1 50' HYDRANT SIDEWALK GRADE = 0.50% MIN GATE VALVE (TYP.)

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1 50' CONCRETE OR GRNITE CURB 4' 10' HYDRNT CURB STOP (TYP.) 12" R.O.W. TELEPHONE, UTILITY, MIL BOX, ETC. D GTE VLVE (TYP.) SIDEWLK GRDE = 0.50% MIN C 5' DETECTBLE SURFCE TRUNCTED DOMES MIN. 6" Ø UNDERDRIN CLEN-OUT MIN. 8" Ø D.I. WTER *WLK WIDTH 5' MIN ON CLSS 1 STREETS B MIN. 15", UNLESS OTHERWISE PPROVED BY THE VILLGE ENGINEER MIN. 4" SEWER SERVICE (TYP.) S=.02 FT./FT. MIN. MIN. 8" SNITRY SEWER S=.004 FT./FT. MIN. "ROLLING" THE SIDEWLK GRDE MY BE REQUIRED TO ESTBLISH 0.50% MINIMUM SIDEWLK GRDES IF THE STREET GRDE IS LESS THEN 0.50% STREET GRDE=0.50% MIN 8.00% MX 5'-6" CONCRETE OR BITUMINOUS DRIVEWY PRON 20' MIN. RDIUS CONCRETE SIDEWLK, TYP. R.O.W. STREET DETIL TYPICL PLN MIN. 150' BETWEEN STREET LIGHTS MIN. 30' BETWEEN DRIVEWYS B C D MJOR RTERIL60' 32' 5' 4' LOCL RESIDENTIL STREET 50' 28' 5' 1' PGE D-1

2 B C D MJOR RTERIL60' 16' 5' 4' LOCL RESIDENTIL STREET 50' 14' 5' 1' (RIGHT-OF-WY) 1-3 MX SLOPE D C* 5' B B 5' C D 1 2" TYPE III BIT. CONC. TOP COURSE OVER 2" TYPE II BIT. CONC. BSE COURSE 1/2"/FT SLOPE 1/4"/FT SLOPE 4" TOPSOIL - FERTILIZE, LIME, SEED, & MULCH (TYPICL) 6" GRVEL BSE (12" T DRIVEWYS) GS (3' MIN. COVER) 4" CONCRETE SIDEWLK (6" T DRIVEWYS) CONCRETE OR GRNITE CURB WITH 7" REVEL 1/4"/FT SLOPE MIRFI 500X FBRIC VOT SPEC C L 1/4"/FT SLOPE 24" GRVEL SUBBSE 6" CRUSHER RUN GRVEL BSE VOT SPEC FINE 6" 3'-6" SHTTERED ROCK 1/4"/FT SLOPE 1/2"/FT SLOPE 4-1 SLOPE IN SOLID ROCK R.O.W. WTER MIN (6'0" MIN. COVER) 6" MIN. UNDERDRIN PIPE (5'-10" MIN COVER) CTCH BSIN (TYP.) 15" MIN. STORM SEWER (3' MIN. COVER) STORM UNDERDRIN SNITRY SEWER (5' MIN. COVER) UNDERDRIN DETIL OF SOLID ROCK EXCVTION R.O.W. WTER GS UNDERGROUND ELECTRICL, CBLE TV, TELEPHONE & NY BOVE GOUND UTILITY STRUCTURES 1. MINIMUM SLOPE OF DRINGE PIPES SHLL BE 0.2%. 2. LL MTERIL ND CONSTRUCTION SHLL BE IN CCORDNCE WITH VILLGE OF ESSEX PUBLIC WORKS SPECIFICTIONS. 3.MTCH EXISTING SLOPES T PROPERTY LINES. MXIMUM SLOPE 1 VERTICL/3 HORIZONTL. 4.SOME RES MY REQUIRE WLKS OF GRETER WIDTH T THE DISCRETION OF THE VILLGE. 5. SOIL BORINGS ND TEST PITS MY BE REQUIRED BY THE VILLGE TO VERIFY PROPOSED DESIGN. 6. MIRFI 500X FBRIC OR PPROVED EQUL SHLL BE INSTLLED UNDER GRVEL SUBBSE COURSE BENETH THE STREET, CURB ND SIDEWLK UNLESS OTHER PPROVED BY V 7. YELLOW OR ORNGE WRNING TPE SHLL BE BURIED 15" BOVE LL GS ND ELECTRIC LINES. 8.26' MINIMUM WIDTH OF PVEMENT MY BE PPROVED BY VILLGE FOR STREETS SERVING SINGLE FMILY UNITS IF THE DESIGN VERGE DILY TRFFIC (DT) IS LESS THN 250 STREET DETIL TYPICL SECTION PGE D-2

3 B C D MJOR RTERIL60' 16' 5' 4' LOCL RESIDENTIL STREET 50' 14' 5' 1' (RIGHT-OF-WY) 1-3 MX SLOPE R.O.W. D C* 5' B B 5' C D 1 2" TYPE III BIT. CONC. TOP COURSE OVER 2" TYPE II BIT. CONC. BSE COURSE 1/2"/FT SLOPE 1/4"/FT SLOPE 4" TOPSOIL - FERTILIZE, LIME, SEED, & MULCH (TYPICL) WTER MIN (6'0" MIN. COVER) 6" GRVEL BSE (12" T DRIVEWYS) GS (3' MIN. COVER) CTCH BSIN (TYP.) 4" CONCRETE SIDEWLK (6" T DRIVEWYS) CONCRETE OR GRNITE CURB WITH 7" REVEL WTER 1/4"/FT SLOPE 15" MIN. STORM SEWER (3' MIN. COVER) GS STORM VOT SPEC " SND BORROW V..O.T. SPEC SNITRY SEWER (5' MIN. COVER) C L 1/4"/FT SLOPE 24" GRVEL SUBBSE 6" CRUSHER RUN GRVEL BSE VOT SPEC FINE 3'-6" SHTTERED ROCK 6" UNDERGROUND ELECTRICL, CBLE TV, TELEPHONE & NY BOVE GOUND UTILITY STRUCTURES 1/4"/FT SLOPE 1/2"/FT SLOPE DETIL OF SOLID ROCK EXCVTION 4" EXTRUDED POLYSTYRENE INSULTION BORD, OWENS CORNING FOMULR 400, TWO, 2" THICK LYERS, OFFSET JOINTS BETWEEN LYERS 2'. FOM MUST MTCH ROD CROWN CONFIGURTION. 4-1 SLOPE R.O.W. IN SOLID ROCK 1. MINIMUM SLOPE OF DRINGE PIPES SHLL BE 0.2%. 2. LL MTERIL ND CONSTRUCTION SHLL BE IN CCORDNCE WITH VILLGE OF ESSEX PUBLIC WORKS SPECIFICTIONS. 3. MTCH EXISTING SLOPES T PROPERTY LINES. MXIMUM SLOPE 1 VERTICL/3 HORIZONTL. 4. SOME RES MY REQUIRE WLKS OF GRETER WIDTH T THE DISCRETION OF THE VILLGE. 5. SOIL BORINGS ND TEST PITS MY BE REQUIRED BY THE VILLGE TO VERIFY PROPOSED DESIGN. 6. YELLOW OR ORNGE WRNING TPE SHLL BE BURIED 15" BOVE LL GS ND ELECTRIC LINES ' MINIMUM WIDTH OF PVEMENT MY BE PPROVED BY VILLGE FOR STREETS SERVING SINGLE FMILY UNITS IF THE DESIGN VERGE DILY TRFFIC (DT) IS LESS THN 25 STREET DETIL INSULTION REQUIREMENTS: Insulation shall be Owens Corning Rigid Foam Insulation: Foamular 400. Insulation shall be 2" thick, supplied in 2'x 8' pieces with square edge Compressive strength shall be a minimum of 40 pounds per square inch. INSULTION INSTLLTION: The Contractor must prepare the sand bed so that all projections that interfere with placement of insulation bo removed, formed to fit around or as specified by the engineer. The contractor may not move equipment onto foam untill the first 12" minimu has been placed. TYPICL SECTION WITH FOM INSULTION PGE D-3

4 1/4" RDIUS 6" 1/2" RDIUS RODWY SURFCE VRIES 4" TOPSOIL 5' LL HIGHWYS 1/2"/FT SLOPE 1/4"/FT SLOPE 6" 4" CONCRETE SIDEWLK (6" T DRIVEWYS) 5' 4" TOPSOIL CONCRETE OR GRNITE CURB. SEE DETILS ON THIS PGE. RODWY SURFCE 18" 7" 9" R.O.W. 6" GRVEL BSE (12" T DRIVEWYS) CURB ND CONCRETE SIDEWLK END RE OF 0.98 SQ. FEET TYPICL CONCRETE CURB 1. LL CURB RDII LESS THEN 200' SHLL BE FORMED USING FLEXIBLE FORMS. 2. CURB REVEL T DRIVEWYS SHLL BE 1" MX. ND 1/4" MX. T HNDICP CCESS RMPS. 3. CURBING SHLL BE CONSTRUCTED IN 10 FOOT SECTIONS WITH 1/8" JOINTS BETWEEN SECTIONS. 4. SIDEWLK SHLL BE CST IN 100' SECTIONS WITH NO EXPNSION JOINTS. CONNECTION TO EXISTING SIDEWLK ND BETWEEN 100 FOOT SECTIONS SHLL BE CCOMPLISHED WITH STEEL DOWELS, SPCED 12" ON CENTER. SIDEWLK DJCENT TO CURB SHLL BE SEPRTED BY 4 MIL POLYETHYLENE. SIDEWLK JOINTS SHLL BE SW CUT T 5' INTERVLS TO 1/3 THE SIDEWLK DEPTH. STRUCK TRNSVERSE FLSE JOINTS SHLL NOT BE UTILIZED. 5. LL MTERILS ND CONSTRUCTION TO BE CCORDING TO SPECIFICTIONS. 6. SOME RES REQUIRE WLKS OF GRETER WIDTH OF THE DISCRETION OF THE VILLGE. 7. CONCRETE WLKS SHLL BE 6" THICKNESS CROSS DRIVES. 17" MIN. 8. LL SIDEWLKS SHLL BE TRETED WITH CERTI-VEX C 1315, PER THE MNUFCTURER'S INSTRUCTIONS. 19" MX. 1/2" RDIUS 7" RODWY SURFCE STREET DETIL CURB ND CONCRETE SIDEWLK 5" MIN. 7" MX. TYPICL GRNITE CURB PGE D-4

5 12' MIN - 20' MX. B R.O.W Sidewalk 5% MX. 5% MX. Grass Curb B 12' MIN. - 20' MX. PLN TOP OF CURB TRNSITION 45 1" MX. REVEL SECTION - PVEMENT LINE NOTE: The lgebraic Difference Between Two djacent Slopes Shall Not Exceed 8% 2 1 2" PVEMENT THICKNESS MIN. 6" 1 4"/FT SLOPE STREET 12" GRVEL STREET DETIL RESIDENTIL DRIVEWY PRON SECTION B-B R.O.W PGE D-5

6 12'-15' ONE TRFFIC LNE 24'-30' TWO TRFFIC LNES 30'-45' THREE TRFFIC LNES CONTINUE CURBING OR TPER END OF CURB R.O.W SIDEWLK 5% MX. SIDEWLK 5% MX. GRSS CURB RDIUS 15' MIN. 40' MX. CURB PLN NOTE: The lgebraic Difference Between Two djacent Slopes Shall Not Exceed 8% 1 4"/FT SLOPE STREET GRVEL SECTION - R.O.W STREET DETIL COMMERCIL/INDUSTRIL DRIVEWY PRON PGE D-6

7 5'-6" GRSS STRIP CURB SIDEWLK RMP WITH DETECTBLE SURFCE TRUNCTED DOMES 24" B C C B GRSS STRIP C C 5'-6" MIN. 24" 8' 24" 24" CROSSWLK MRKING (CLSS 1&2 RODWYS ONLY) * CROSSWLK MRKINGS SKEWED S NECESSRY TO BE PRLLEL TO FLOW OF TRFFIC UXILIRY RMP SIDEWLK RMP 5'-6" MIN. WIDTH UXILIRY RMP SIDEWLK RMP 1/4" REVEL MXIMUM. RODWY SURFCE SIDEWLK 8.3% MX. 8.3% MX. 8.3% MX. 4" ROUNDING (TYP.) SECTION - SECTION B-B STREET DETIL SIDEWLK RMP PGE D ' CURB TRNSITION CURB SECTION C-C SIDEWLK RMP

8 CONCRETE SIDEWLK 3'-6" MIN. 1' MIN. TYPICL TEES ND CPS TYPICL BENDS 6" HYDRNT STUB WTER MIN 8" MIN. 6'-0" MIN. 3,000 PSI CONCRETE THRUST BLOCK END RE BERING GINST UNDISTURBED SOIL HYDRNT SHLL BE ONE OF THE FOLLOWING: KENNEDY K-81, MUELLER -243, OR WTEROUS PCER STEMER CONNECTION SHLL BE 5" STORZ CONNECTOR. 2-1/2" SPUD CONNECTION THREDS SHLL BE "DOUBLE STRT" STYLE. LL JOINTS BETWEEN MIN ND HYDRNTS SHLL BE RESTRINED WITH D.I. "GRIP-RING" TYPE CONNECTORS OR PPROVED EQUL. WTER DISTRIBUTION DETILS MINS & HYDRNTS CONCRETE THRUST BLOCK PLUG HYDRNT DRIN HOLE FITTINGS 11-1/4 OR 22-1/ TEES OR END CPS THRUST BLOCKS 1. LL FITTINGS ND JOINTS SHLL BE WRPPED IN MINIMUM 9 POLYETHYLENE PLSTIC PRIOR TO POURING THRUST BLOCKIN 2. THRUST BLOCKS RE NOT TO EXTEND PST THE FITTINGS ON PIPES NOR FOUL FITTINGS LUGS, BOLTS, ETC. 3. THRUST BLOCK DESIGN SHLL BE BSED ON WTER PRESSU EQUL TO 200 PSI, SOIL BERING CPCITY EQUL TO 200 LBS/SQFT., ND THE PPROPRITE SIZE PIPE ND TYPE OF FITTINGS TO BE RESTRINED. 4. THRUST BLOCK MUST BER GINST UNDISTURBED SOIL. SIZE 6" " VLVES " " PGE D-8

9 CONCRETE SIDEWLK 1' MIN. R.O.W. TELESCOPIC CST-IRON CURB BOX, MUELLER CL. NO. H OR EQUL (5' BURY WITH STTIONRY ROD ND RCH PTTERN BSE) STTIONRY ROD NO CURB STOP SHLL BE INSTLLED IN DRIVEWY OR THROUGH CONCRETE WLK. 3/4" TYPE "K" COPPER 3/4" TYPE "K" COPPER CEMENT LINED DUCTILE IRON PIPE INVERTED KEY CURB STOP, MUELLER CT. NO OR EQUL WTER MIN COMPRESSION CONNECTION CORPORTION STOP, MUELLER CT. NO. H OR EQUL 8" X 16" X 4" THICK CONCRETE BLOCK WTER DISTRIBUTION DETILS BEDDING MTERIL IN UNSTBLE OR WET TRENCH BOTTOM SERVICE CONNECTION PGE D-9

10 WLL 3" MIN. VLVE METER FLNGE PLN RE BOVE METER 8" MIN. FLOW 3" MIN. VLVE METER FLNGE FLOOR FLOW WTER METER MIN. CLERNCES SECTION - 3/4" METER PGE D-10

11 WLL 4" MIN. VLVE METER FLNGE PLN RE BOVE METER 8" MIN. FLOW 3" MIN. VLVE METER FLNGE FLOOR FLOW WTER METER MIN. CLERNCES SECTION - 1", 1-1/2", & 2" METERS PGE D-11

12 FLEXIBLE MNHOLE BOOT T PIPE CONNECTION, TYPICL PLN PRECST M.H. LEBRON LC268-1 SELF-SELING MNHOLE FRME ND COVER, MRKED "SEWER" 2'-6" or 3'-0" 8" 2' 8" GROUT PRECST CONCRETE RISER RINGS, EXPNDED POLYPROPYLENE RISER RINGS, OR CST-IN-PLCE CONCRETE PRECST, REINFORCED BUTYL ROPE CONC. M.H. CONE DETIL 5" 1" Ø COPOLYMER POLYPROPYLENE COVERED STEEL M.H. STEPS, 12" O.C. PROVIDE SMOOTH SWEEPING TRNSITION BETWEEN INTERSECTION OF PIPES. 8" 4' 5" 1" PRECST, REINFORCED CONC. M.H. BRREL PRECST CONCRETE INVERTS OR HRD BURNED BRICK CHNNEL. PPROVED CONCRETE FOR INVERT ND TBLE CRUSHED STONE, 12" DEPTH MIN. SECTION - SNITRY SEWER DETILS MNHOLES 1. PRECST MNHOLE SECTIONS BUILT TO.S.T.M. SPEC C WITH "O" RING JOINT. 2. STEEL REINFORCED TO.S.T.M. SPECS. 3. 5,000 PSI CONCRETE 4. MONOLITHIC (58" Ø) BSE SECTION 5. MNHOLE STEPS SHLL BE COPOLYMER POLYPROPYLENE COVERED STEEL PGE D-12

13 SDR 35 PVC MIN 8" MIN. SDR 35 PVC SERVICE, 4" MIN. 45 WYE NOTE: WHERE WYE IS TO BE INSTLLED INTO EXISTING SEWER, INSTLLTION SHLL BE DONE WITH RIGID, GSKETED PIPE COUPLINGS. SDDLE CONNECTIONS OR FERNCO COUPLINGS, RE NOT CCEPTBLE. PLN MIN. GRDIENT.02 FT. PER FT. BEDDING MTERIL S PER SPECIFICTIONS SNITRY SEWER DETILS SECTION - SERVICE CONNECTION PGE D-13

14 2' F.G. 2" PVC PIPE BOTH ENDS CPPED CP T THIS POINT FOR FUTURE CONNECT BEND BEND R.O.W. 6" SERVICE CONNECTION BEND USE WHEN DROP EXCEEDS 4' CONCRETE ENCSEMENT TO SURROUND CONNECTION, 4" MINIMUM ENCSEMENT WYE 4" SNITRY SEWER DETILS CHIMNEY SERVICE CONNECTION FOR DEEP SEWER SEWER PGE D-14

15 NTS CENTER ONE LENGTH OF PIPE OVER THE SEWER WTER 10' MINIMUM SEPRTION DISTNCE 5' MINIMUM SEPRTION DISTNCE STORM SEWER SNITRY SEWER WTER 18" MINIMUM SEPRTION DISTNCE SEWER PRLLEL INSTLLTION CROSSINGS HORIZONTL SEPRTION SEWER - WTER SEPRTION NOTES SNITRY SEWERS SHLL BE LID T LEST TEN FEET HORIZONTLLY FROM NY EXISTING OR PROPOSED MIN. THIS DISTNCE CN BE REDUCED TO FIVE FEET FOR STORM SEWERS. THE DISTNCE SHLL BE M EDGE OF PIPE TO EDGE OF PIPE. WHERE IMPRCTICL DUE TO LEDGE, BOULDERS OR OTHER UNUSUL C TO MINTIN HORIZONTL SEPRTION BETWEEN SEWER ND WTER LINES, THE WTER LINE MY BE IN TRENCH OR ON N UNDISTURBED ERTH SHELF IN THE SEWER TRENCH PROVIDED THT THE BOTTOM OF LINE IS LEST 18'' BOVE THE TOP OF THE SEWER. WHEREVER IMPOSSIBLE OR IMPRCTICL TO MINT VERTICL SEPRTION, THE SNITRY SEWER LINE SHLL BE CONSTRUCTED TO NORML WTERLINE STN PRESSURE TESTED TO 50 PSI FOR 15 MINUTES PRIOR TO BCKFILLING. NO LEKGE SHLL BE LLOWED TEST. CROSSING SEWER CROSSING WTER MINS SHLL BE LID BENETH THE WTER MIN WITH T LEST 18'' VERTICL BETWEEN THE TOP OF THE SEWER ND THE BOTTOM OF THE WTER MIN. WHEN IT IS IMPOSSIBLE TO M 18'' VERTICL SEPRTION OR WHERE THE SEWER MUST BE LID BOVE THE WTER MIN; 1) THE CROSSING SHLL BE RRNGED SO THT ONE FULL LENGTH OF SEWER IS CENTERED BOVE OR B WTER LINE WITH SEWER JOINTS S FR S POSSIBLE FROM WTER JOINTS; 2) THE SNITRY SEWER PIPE MUST BE CONSTRUCTED TO WTER MIN STNDRDS FOR MINIMUM DIS 20 FEET EITHER SIDE OF THE CROSSING OR TOTL OF THREE PIPE LENGTHS, WHICHEVER IS GRETER; 3) THE SECTION CONSTRUCTED TO WTER MIN STNDRDS MUST BE PRESSURE TESTED TO MINTIN 5 15 MINUTES WITHOUT LEKGE PRIOR TO BCKFILLING BEYOND ONE FOOT BOVE THE PIPE TO SSURE W TIGHTNESS; 4) WHERE WTER MIN CROSSES UNDER SEWER, DEQUTE STRUCTURL SUPPORT SHLL BE PROVIDE SEWER TO PREVENT DMGE TO THE WTER MIN. WTER & SNITRY SEWER PGE D-15 SEPRTION ND CROSSING DETIL

16 D + 4' COMMON BCKFILL 3/8"-3/4" CRUSHED GRVEL 6" INITIL BCKFILL 6" BEDDING MTERIL. FLEXIBLE PIPE (PVC, HDPE, ETC) COMMON BCKFILL SND BORROW 6" INITIL BCKFILL B. RIGID PIPE (DI, RCP, GMP) TRENCH DETIL RIGID PIPE NOTES: 1. PROVIDE POLYETHYLENE PROTECTIVE WRP (BEETLE SK ROUND PIPE IN CORROSIVE SOILS. 2.IF TRENCH BOTTOM IS FORMED BY CLY SOILS, PROVIDE 6" (MIN.) BEDDING UNDER PIPE. FLEXIBLE & RIGID PIPE PGE D-16

17 1'-3" TOP OF CURB 3-FLNGE CST IRON FRME ND GRTE / LEBRON LF OR PPROVED EQUL. PRECST CONCRETE RISER RINGS, EXPNDED POLYPROPYLENE RISER RINGS, OR CST-IN-PLCE CONCRETE, NO BRICKS RODWY MORTR GROUT CONCRETE CURB FRME & GRTE (SEE SECTION -) PROVIDE CURB JOINT NYWHERE ON C.B. TOP. LOCTE NEXT JOINT 6' MIN. FROM THIS JOINT. 3' MIN. COVER 12" UNDERDRIN CSCDE CTCH BSIN LEBRON LK 450 VRIES 6" UNDERDRIN WTERTIGHT BOOTED CONNECTION FOR PIPES UP TO ND INCLUDING 36" 24" SUMP 6" PLN SQURE FRME ND GRTE LEBRON LF " 3'-0" MIN. 4" 3'-8" MIN. SECTION - STORM SEWER DETIL PRECST CONCRETE CTCH BSIN PGE D MINIMUM SIZE SQURE SHPED CTCH BSIN OR DROP INLET IS 2' x 2'. 2. MINIMUM SIZE ROUND CTCH BSIN IS 3' DIMETER. 3. WHERE MNHOLE COVER USED INSTED OF GRTES, COVER SHLL BE MRKED WITH "STORM". MXIMUM PIPE DIMETER* STRUCTURE 0-45 DEFLECTION DEFLECTION DIMETER THROUGH STRUCTURE THROUGH STRUCTURE 36" 18" 12" 48" 24" 18" 60" 36" 27" 72" 42" 30" 84" 48" 36" 96" 60" 42" * IN NO CSE SHLL MORE THN 50% OF THE STRUCTURE CIRCUMFERENCE BE REMOVED BY PIPE PENETRTIONS, ND THERE SHLL BE T LEST 6" OF WLL BETWEEN PENETRTIONS; UNLESS OTHERWISE PPROVED BY THE VILLGE ENGINEER.

18 3000 PSI CONCRETE FRME ND GRTE FOR CLEN OUT SHLL BE LEBRON CT. NO. R505 OR PPROVED EQUL 2'-6" 8" 6" PIPE 45 BEND INSTLL BLDG PPER BETWEEN PIPE ND CONCRETE 5'-7" MIN. 5'-10" MIN. TO INVERT BELOW THE FINISH GRDE ELEVTION. USE 45 ELBOW T BEGINNING OF RUN UNDERDRIN PIPE SHLL BE 6" MIN. DI. SDR 35 PVC PERFORTED PIPE OR PPROVED EQUL NOTE: SEE STORM SEWER - PRECST CONCRETE CTCH BSIN DETIL FOR UNDERDRIN CONNECTION. UNDERDRIN CLEN OUT DETIL TRENCH WIDTH = 2' + PIPE DI. UNDERDRIN TRENCH DETIL BCKFILL WITH 3 4"-1 1 2" CLEN STONE TRENCH SHLL BE LINED WITH MIRFI 140N FBRIC OR PPROVED EQUL STORM SEWER DETIL UNDERDRIN DETIL GENERL NOTES: 1. GRDE FOR UNDERDRIN SHLL BE PRLLEL WITH THE ROD GRDE UNLESS OTHERWISE PPROVED BY THE VILLGE MINIMUM GRDE IS EQUL TO FT/FT. 2.CLEN OUTS SHLL BE LOCTED IN THE GRSS STRIP BETWEEN THE CURB ND THE SIDEWLK. CLEN OUTS SHLL BE LOCTED T THE BEGINNING OF ECH RUN OF UNDERDRIN. THE MXIMUM DISTNCE BETWEEN CLEN OUTS SHLL BE 500'. 3.UNDERDRINS SHLL OUTLET INTO STORM CTCH BSINS OR T OTHER SUITBLE FREE OUTLET. THE CROWN OF THE UNDERDRIN PIPE ENTERING CTCH BSIN SHLL NOT BE LOWER THN THE CROWN OF THE OUTLET PIPE. PGE D-18

19 NO STRUCTURE OR SUPPORT CN BE PLCED IN THIS RE BECUSE THE SNOW PLOW WINGS OVERHNG THE CURB BY 12" 3'-0" 1'-2" MIN. 3'-7" FCE OF CURB PVEMENT LTERNTIVE 1'-2" MIN. 2'-4" 3'-0" 3'-7" FCE OF CURB MIL BOX POST DETIL MIL BOX LTERNTIVE B PVEMENT PGE D-19

20 . THESE LIGHTS SHLL BE THE STNDRD FOR THE FOLLOWING STREETSCPE CORRIDORS: 1. PERL STREET 2. LINCOLN STREET 3. MPLE STREET 4. MIN STREET 5. PRK STREET B. THESE LIGHTS SHLL BE THE STNDRD FOR DOWNTOWN RE WHICH IS ENCOMPSSED BY THE BOVE NOTED CORRIDORS ND THE FOLLOWING STREETS: 1. RILROD VENUE 2. RILROD STREET 3. THE CRESCENT CONNECTOR 4. PRK PLCE 5. SCHOOL STREET 6. LINCOLN PLCE 7. CENTRL STREET C. STREET LIGHTING FOR LL OTHER LOCTIONS SHLL BE S DESCRIBED IN SECTION 704(F) OF THE LND DEVELOPMENT CODE, OR PPROVED BY THE PLNNING COMMISSION. BOLT OF CDWELD GRD. WIRE TO POLE 1" X 45 CHMFER 3/4" CONDUIT FOR #6 BRE COPPER GRD. WIRE CDWELD CONNECTION 3/4" X 10' COPPER GROUND ROD, BURY TOP OF ROD 12" BELOW FINISH GRDE NCHOR BOLTS 18" 5' HND HOLE FINISH GRDE 2' CONDUIT CONNECTOR LIGHT POLE BSE S MNUFCTURED BY CMP PRECST, INC. OR PPROVED EQUL TYPICL LIGHT POLE BSE DETIL NTS STREET LIGHTING DETILS LIGHT POLE, LIGHT BSE & LIGHT FIXTURE PGE D-20 13' 2-1/8" WELCOME TO THE VILLGE OF ESSEX JUNCTION ELECTRIC EYE IF NOT ON COORDINTED CIRCUIT KING LUMINIRE MODEL K56 TUDOR 39-1/8" NTS LIGHT SSEMBLY DETIL NTS "THE HNCOCK" MODEL PSHNC LR CST IRON LMP POST WITH LDDER REST ND CLMP ON BNNER RMS BY SPRING CITY ELECTRIC COMPNY NOTE: LIGHT SOURCE TYPE ND OUTPUT TO BE DETERMINED FOR ECH INDIVIDUL PROJECT. CST LUM #5 FINIL PINT: BLCK LINK-LOCK CONNECTOR LL LUM. PRTS PINT: BLCK (3) 3/8" X 3/4"L ST.STL CUP-TIP SET 120 PRT TO FIT OVER 3-1/2" O.D. TENON X 3-1/2" LONG LIGHT FIXTURE DETIL 3-1/2" DI. X 3-1/2" HIGH TENON (BOVE LDDER REST) TO CCOMMODTE LUMINIRE LDDER REST PRLLEL WITH ROD CENTERLINE DUPLEX RECEPTCLE WITH WETHERPROOF COVER NOT WETHERPROOF WHILE IN USE LDDER REST, BNNER RMS ND POLE PINTED BLCK 3-1/2" HIGH X 7" WIDE HND HOLE (2 REQUIRED T 180 PRT) 8" CLMP-ON BNNER RMS 90 TO ROD CENTERLINE CCESS DOOR 10'-2" 16" DIMETER LIGHT POST DETIL NTS

TRENCH 1. CLAY WALL EXTENDS A MINIMUM OF 1'-0" INTO UNDISTURBED SOIL ON EACH SIDE AND ON BOTTOM OF TRENCH.

TRENCH 1. CLAY WALL EXTENDS A MINIMUM OF 1'-0 INTO UNDISTURBED SOIL ON EACH SIDE AND ON BOTTOM OF TRENCH. TRENCH ' ' CLY ERTH MTERIL PIPELINE 2 FT. OR S DETERMINED BY GEOTECHNICL ENGINEER LIMITS OF TRENCH '-0" PIPELINE LIMITS OF CLY CUT-OFF WLL ' 3' O-RING OR WTERSTOP GSKET REQUIRED WITH PVC PIPE NOTES:. CLY