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CURB, GUTTER AND SIOEWALK TO BE REMOVED FOR NEW SIDEWALK RAMP CONSTRUCTION. ElSAMICUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ,1 I ,1 1 11 1 1� 1 ■ ,1 1 11 1 ,1 1 11 i 11 i ■ il' ,I 1 ,I 1 11 1 !11 ■ FOUND MONUMENT IN CASE ; ---- 1/2" COPPER PLUG W/PUNCH IN 4X4 CONC ----_1 SET 0.50' BELOW GRADE--: � � � • Cg MAY 2014 --------------------- ---------------------------------- - -. -_-------------------------------------------------------------------------------------------------------------------------------- - _____________________________________________________________-______________________________- l WATER M/H a � ■G 2) GAS VALVES WATER VALVE G G G 0 G G G G G G G G G G G G�-- 1 G r WATER VALVE GAS VALVE w wEX. TER EX. TREE TO 114RE-w w w � w w CB BE REMOVED HYDRANT GAFK)B4 AVE _-- __------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------- ------- ----------------------------------------------- --- ---- ------------M-O- -N-IT-O--R - WELL TYP- ` -------------------------------------------- -----------------�-- ______ --------- ■ .,,�„� � REE TO MANN Cb 5V WATER METER -.. —'= POD) PANG) P(NG) '�P(uli} Poe) Poe) Poo PANG) PWG) - .' Pow ' P{UC) I NG) --.- � _- p�tii} Pow Pwo Poo ' f � PON*��} . C�� x xx Y — x x x x x x x x x---------- x-- x x x x x x x— IRR ■ IRRIGATIaN _gam ----� --w-JBOX FIRE BOLLARD x maBOLLARD IRRGATION ® ° YI ■ )7 -- --�--� _ SDM o 18” CMP I.E. S=27.a9 • \ ` �t7 18” CMP I.E. W=28.09' Z7 12" CMP I.E. N=26,19' B 1 EX. STRIPS TO BE REMOVED (TYP.) 1. ALL EXISTING UTILITIES AND APPURTENNNNCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRII EWAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. I I G ,u ,p ,1 ,u 111 � , 11 1 11 1 ■ 1 11 1 1 11 i ` 1y WATER VALVE a G Q SSMH RIM=33.35' (INACTIVE) CB POWER i --- AULT ) xx x x --- TTGFrr- STANDARD ° EX. ASPHALT TO BE REMOVED FOR SIDEWALK CONSTRUCTION. REMOVE AND REPLACE CURB W/FULL HEIGHT C_ T� - 2 . -3>VO4 6 tip to ~ C o Rwm . r r V) V z 88 w wig U U Y �Q W W W 17 Y Y Y V toto 1n V_ V_ V w M •' MATERIALS OF CONSTFUCTION � t FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE ANTERIAL. FABRIC IS � Q IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION W � AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 AMt) IL GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 PREAIEABIIITY: 0.38 CM/SECOND )Wm=N80 W" SKIRT: 24"x38" SOCK FILTER/SEPARATOR: 10" D x 24" L u IIIRft • CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS GUY ,y F OAS � r o cn z A L �- 1 INSERT SHALL BE DIRTRAPo Q O v o4-1 rT c_ c INLET ULTRA DRAINGAURD Ne O .o �Q W � W :3 C� _ °- zLLJ =v L to a� rm2ov 0 10 20 40 Know what's bliOlAl. 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CURB, GUTTER AND SIOEWALK TO BE REMOVED FOR NEW SIDEWALK RAMP CONSTRUCTION. ElSAMICUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ,1 I ,1 1 11 1 1� 1 ■ ,1 1 11 1 ,1 1 11 i 11 i ■ il' ,I 1 ,I 1 11 1 !11 ■ FOUND MONUMENT IN CASE ; ---- 1/2" COPPER PLUG W/PUNCH IN 4X4 CONC ----_1 SET 0.50' BELOW GRADE--: � � � • Cg MAY 2014 --------------------- ---------------------------------- - -. -_-------------------------------------------------------------------------------------------------------------------------------- - _____________________________________________________________-______________________________- l WATER M/H a � ■G 2) GAS VALVES WATER VALVE G G G 0 G G G G G G G G G G G G�-- 1 G r WATER VALVE GAS VALVE w wEX. TER EX. TREE TO 114RE-w w w � w w CB BE REMOVED HYDRANT GAFK)B4 AVE _-- __------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------- ------- ----------------------------------------------- --- ---- ------------M-O- -N-IT-O--R - WELL TYP- ` -------------------------------------------- -----------------�-- ______ --------- ■ .,,�„� � REE TO MANN Cb 5V WATER METER -.. —'= POD) PANG) P(NG) '�P(uli} Poe) Poe) Poo PANG) PWG) - .' Pow ' P{UC) I NG) --.- � _- p�tii} Pow Pwo Poo ' f � PON*��} . C�� x xx Y — x x x x x x x x x---------- x-- x x x x x x x— IRR ■ IRRIGATIaN _gam ----� --w-JBOX FIRE BOLLARD x maBOLLARD IRRGATION ® ° YI ■ )7 -- --�--� _ SDM o 18” CMP I.E. S=27.a9 • \ ` �t7 18” CMP I.E. W=28.09' Z7 12" CMP I.E. N=26,19' B 1 EX. STRIPS TO BE REMOVED (TYP.) 1. ALL EXISTING UTILITIES AND APPURTENNNNCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRII EWAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. I I G ,u ,p ,1 ,u 111 � , 11 1 11 1 ■ 1 11 1 1 11 i ` 1y WATER VALVE a G Q SSMH RIM=33.35' (INACTIVE) CB POWER i --- AULT ) xx x x --- TTGFrr- STANDARD ° EX. ASPHALT TO BE REMOVED FOR SIDEWALK CONSTRUCTION. REMOVE AND REPLACE CURB W/FULL HEIGHT C_ T� - 2 . -3>VO4 6 tip to ~ C o Rwm . r r V) V z 88 w wig U U Y �Q W W W 17 Y Y Y V toto 1n V_ V_ V w M •' MATERIALS OF CONSTFUCTION � t FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE ANTERIAL. FABRIC IS � Q IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION W � AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 AMt) IL GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 PREAIEABIIITY: 0.38 CM/SECOND )Wm=N80 W" SKIRT: 24"x38" SOCK FILTER/SEPARATOR: 10" D x 24" L u IIIRft • CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS GUY ,y F OAS � r o cn z A L �- 1 INSERT SHALL BE DIRTRAPo a-, 0 v N O Ia INLET ULTRA DRAINGAURD tx .o m M� W _ °- zLLJ O to Z >M d N 00 Z 00 C:)CN (30 to0 0� z W� Y � N Z 2, 0 LLJ 000 W 04 ai �— Y13 v c U t U 0 W aW Jv 00 N O V LO n L17 0 Q N O M � W Q 0 ai v 0 v+ v w r` LO N W z o_ Ln a � rn W C 1` to LON / In 0 N 6 ii z iL rm2ov 0 10 20 40 Know what's bliOlAl. 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CURB, GUTTER AND SIOEWALK TO BE REMOVED FOR NEW SIDEWALK RAMP CONSTRUCTION. ElSAMICUT, REMOVE AND REPLACE CURB AND GUTTER PER COR STANDARD PLAN 103. ,1 I ,1 1 11 1 1� 1 ■ ,1 1 11 1 ,1 1 11 i 11 i ■ il' ,I 1 ,I 1 11 1 !11 ■ FOUND MONUMENT IN CASE ; ---- 1/2" COPPER PLUG W/PUNCH IN 4X4 CONC ----_1 SET 0.50' BELOW GRADE--: � � � • Cg MAY 2014 --------------------- ---------------------------------- - -. -_-------------------------------------------------------------------------------------------------------------------------------- - _____________________________________________________________-______________________________- l WATER M/H a � ■G 2) GAS VALVES WATER VALVE G G G 0 G G G G G G G G G G G G�-- 1 G r WATER VALVE GAS VALVE w wEX. TER EX. TREE TO 114RE-w w w � w w CB BE REMOVED HYDRANT GAFK)B4 AVE _-- __------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------- ------- ----------------------------------------------- --- ---- ------------M-O- -N-IT-O--R - WELL TYP- ` -------------------------------------------- -----------------�-- ______ --------- ■ .,,�„� � REE TO MANN Cb 5V WATER METER -.. —'= POD) PANG) P(NG) '�P(uli} Poe) Poe) Poo PANG) PWG) - .' Pow ' P{UC) I NG) --.- � _- p�tii} Pow Pwo Poo ' f � PON*��} . C�� x xx Y — x x x x x x x x x---------- x-- x x x x x x x— IRR ■ IRRIGATIaN _gam ----� --w-JBOX FIRE BOLLARD x maBOLLARD IRRGATION ® ° YI ■ )7 -- --�--� _ SDM o 18” CMP I.E. S=27.a9 • \ ` �t7 18” CMP I.E. W=28.09' Z7 12" CMP I.E. N=26,19' B 1 EX. STRIPS TO BE REMOVED (TYP.) 1. ALL EXISTING UTILITIES AND APPURTENNNNCES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE UNLESS OTHERWISE NOTED. 2. ALL EXISTING DRII EWAYS ON THE EAST SIDE OF GARDEN AVE FROM 4TH ST TO 6TH STREET SHALL BE REMOVED AND THE CURB REPLACED WITH FULL HEIGHT CURB, MATCHING EXISTING. I I G ,u ,p ,1 ,u 111 � , 11 1 11 1 ■ 1 11 1 1 11 i ` 1y WATER VALVE a G Q SSMH RIM=33.35' (INACTIVE) CB POWER i --- AULT ) xx x x --- TTGFrr- STANDARD ° EX. ASPHALT TO BE REMOVED FOR SIDEWALK CONSTRUCTION. REMOVE AND REPLACE CURB W/FULL HEIGHT C_ T� - 2 . -3>VO4 6 tip to ~ C o Rwm . r r V) V z 88 w wig U U Y �Q W W W 17 Y Y Y V toto 1n V_ V_ V w M •' MATERIALS OF CONSTFUCTION � t FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE ANTERIAL. FABRIC IS � Q IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION W � AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 AMt) IL GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS MULLEN BURST: 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 PREAIEABIIITY: 0.38 CM/SECOND )Wm=N80 W" SKIRT: 24"x38" SOCK FILTER/SEPARATOR: 10" D x 24" L u IIIRft • CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS GUY ,y F OAS � r o cn z A L �- 1 INSERT SHALL BE DIRTRAPo a-, 0 v N O Ia INLET ULTRA DRAINGAURD tx .o m OR APPROVED EQUAL. _ °- zLLJ O OVERFLOW PROTECTION Z >M d N 00 Z SKIRT C:)CN (30 to0 0� z W� Y � N Z 2, HANDLING STRAP LLJ 000 W 04 HANDLING �— Y13 STRAP c t U \- SEDIMENT COLLECTION CATCH BASN N�H'T NOT TO SCALE Wom i r E I cn ui U O Ia m � 17 1 r � Z � — z E I cn ui U O N m � 17 1 r � Z R- m w D < °- zLLJ O � Z >M d N 00 Z C C I r C:)CN (30 to0 0� z W� CN Q to 3t N Lo N Z 2, LLJ 000 W 04 �— Y13 t W i A Jv qV 00�► � m U' — z E I -� V I $ 04 N m U' — z D z�zi C m � 17 1 r � o R- m n � o m O Z � C C I r C17 z