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HomeMy WebLinkAbout2355-S'a u ;164 i W Z ''r J �r w �r .r ter► �i w w �w �r aw arrr ar � w wi I %Ivy WOO CV f �r— w e ••ter +j i. .w ,r,rrr.�.M�l� a.� ��rrw�w :.. f�rrw ...r.w.w� �r 111 .. s .err a.rrw..www� .... .rr ..wr mr .rrw ..rw FR M1 C4 - -'••- - mss:.'.: -.r - - - - - - r - A- - - -ter. w+.- vvv:-. EX. EP w .r w w summ � lift lmo r.....► .. .w..�w wrr ■wr■r w w 4 +� � w w ..mm... 41m .. r ► 7 92C 0 a a 0 a 0 m w w O%► s i w w ■■ man L M4 V" r a�u� ►, 0 UNDERGROUND SERVICE ALERT: CALL TOLL FREE 1-- 800 - 227 -2600 BIKE LANE DOnIA1 I CITY OF RANCHO CUCAMONGA BENCHMARK NO. 100460 0 DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 1 1 I 1 i PECAN AVE. i 1 L� V �C a R3-1 "SEMI "SM I OVER 36FT KINGPIN TO REAR AXLE pf rww�rw 40 20 0 Ht.0 t rmm km= JV ) i LL .6 CONSTRUCTION NOTES IP INSTALL SIGN (AS NOTED) AND POST PER PER CITY STD. PLAN 401 —B RM REMOVE EXISTING STRIPING /PAVEMENT MARKINGS BY WET SANDBLASTING. EXISTING TRAFFIC SIGN TO REMAIN. REMOVE EXISTING TRAFFIC SIGN, 25' 25 25' 25' TYPE G RAISED „ PAVEMENT MARKER DETAIL A - LEAD -IN IS (RPM) 25' 25' TYPE G RAISED "B" PAVEMENT MARKER DETAIL -LEAD -OUT STRIPE (RPM) :! 6 CONSTRUCTION NOTES: �1 TYPE G RAISED PAVEMENT MARKER(RPM) DETAIL A — 4" LEAD IN STRIPE — 100'. O2 PAINT 4" SKIP WHITE LANE LINE PER CALTRANS STD. A20A, (DETAIL 12) WITH CERAMIC BOTT DOTS PER CITY STANDARD 133. O3 PAINT 6" WHITE BIKE LANE PER CALTRANS STD. A20D, (DETAIL 39). O4 PAINT 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. A20D, (DETAIL 38). O5 APPLY 12" SOLID WHITE THERMOPLASTIC CROSSWALK OR LIMIT LINE PER CALTRANS STD. A24E. O6 APPLY THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN PER CALTRANS STD. PLAN A24A. (TYPE N LT ARROW UNLESS OTHERWISE NOTED). O7PAINT TWO —WAY LEFT TURN LANES, DETAIL 31. O8 PAINT DOUBLE YELLOW MEDIAN STRIPE, DETAIL 22. O PAINT 6" WHITE BIKE LANE DROP PER CALTRANS STD. A20D, (DETAIL 39A). 1 D TYPE G RAISED PAVEMENT MARKER (RPM) DETAIL B — 4" LEAD OUT STRIPE — 50'. 11 PAINT 4" RIGHT EDGELINE PER CALTRANS STD. (DETAIL 276). 12 APPLY THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN PER CALTRANS STD. PLAN A24D. 13 APPLY THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN PER CALTRANS STD. PLAN A24C. 14 PALM PAVEMENT BIKE LANE MARKINGS AS SHOWN PER CALTRANS STD. PLAN A24A do A24C. 15 PAINT 4 "/4" DOUBLE YELLOW MEDIAN PER CALTRANS STD, PLAN A20B, DETAIL 29, 0 16 PAINT 4" YELLOW CENTERLINE EXTENSION PER CALTRANS STD. PLAN A20D, DETAIL 41. SIGNING ANC STRIPING NOTES. 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THERE OF SHALL CONFORM TO THE CALTRANS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR INSTALLING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL POINT'S AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. PING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED D APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING KINGS F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC PIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. F THE CITY ENGINEER. OVERNIGHT SATISFACTION O E EE H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT ,WEEKENDS NOR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND KINGS TO THE SATISF C I. ALL TIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH CITY AND CALTRANS STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY AND CALTRANS STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO, 401 —A, 4, TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401 —B. �,oFESS�Q 5. ALL CROSSWALKS LIMIT LINES AND LEGENDS SHALL BE THERMOPLASTIC EXCEPT LEGENDS IN BIKE LANES.`` CDP OF 00 w N !_ w 7, N I ----ON DICSCRIMON OF ITY OF RANCHO C CAMONGA i i SIGNING AND STRIPING PLAN ARRO w III ROUTE LO DRC Tract 18870 -1 2012 - 01202 ROW 2014 - 00089 mmys BY: DATE l //2 /mss -m 3 CITY BNGIl�Bti --�'0 R.C.B. No. 53672 0 DEIGN 41 coRroa� rAuc REC0IUIENDED i 3 EL URBAN CROSSROADS ��iv- w9i�i j DRAWN UNDER THE SUPERVISION OF SHEET °a EL ...�� ,�,. 2 4 pg 38 U a CHECKED � / � �/ (5 DRAWING No. � C W CARLETON WATERS DATE 2 3 5 5 �-S o R.C.E. 52916 o P 0 L E S C H E D U L E L STANDARD ARMS LUMINAIRE PED PUSH BT, SIGNAL MOUNTING I PER CITY SPECS PLACEMENT O � Cy. 000��000� PHASE 1 PHASE 2 PHASE 3 PHASE 4 Z moll X C TYPE HT. SIC. LUM, L.E.D. MkSE . PHASE 5 VEHICLE PED. MESSAGE A B A 26 -3 -100 30' 45' 15' 154W 4 E 2 MAS, SV --1 -T SP -1 -CS PECAN AVENUE 8400 12' 6' 8 1A 10= _ _ _ 6 S TV- 1 -T SP -1 -CS - 11.5' 4.5' C 19 -3 -100 30' 25' 12' 154W 6 S MAS, SV -1 -T SP -1 -CS ARROW ROUTE 13100 11' 4' D 15 TS 30' - 12' 154W 8 W SV -1 -T SP -1 -CS — 12 4' E 19 -3 -100 30' 25' 12' 154W 8 W 2 MAS, SV -1 -T SP -1 -CS PECAN AVENUE 8500 -3' 3' 1A 10' - - - - - TV- 1 -T - - 8' 3' G 17 -2 -100 30' 15' 12' 154W - - MAS, SV -1 -T SP -1 -CS ARROW ROUTE 13000 12' 4' H 15 IS 30' - 12' 154W 4 E SV- 1 -T -- - 11' 6' EXACT POLE LOCATIONS DETERMINED BY ENGINEER IN THE FIELD. POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. * IISNS SHALL BE MOUNTED ON HORIZONTAL MAST ARM PER CITY SPEC 401 -A. * *L.E.D. SHALL BE COOPER LIGHTING MODEL # NVNAA03DXT3A4KURA10KDP OR APPROVED EQUAL.. i ■�iiiii�ii•i�iiiiii••i� ■i iii• ■■ iii�i ■Ir1l�iiiMi�•IIIDiii,li�ii --��- \.C&G ih MHw 0 ----------- Mow y� ! ! ri �� ! � flu �� il_ �Y PIIy� ^i r hYW� MIYY �n �� ! b1YlYr 4/Y� Aw �� #�� ! •1YMr ! �� EX. EP 345' T BACK OF CROSSWALK ARROVV ROUTE CONSTRUCTION NOTES: Q1 FURNISH AND INSTALL ITERIS VANTAGE VECTOR ON SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTIONS. RZ -4 AWDR CAMERA FOR NORTHBOUND AND SOUTHBOUND. RZ -4 AWDR SHALL BE INSTALLED ON SIGNAL MAST ARM R LUMINAIRE ARM PER MANUFACTURER'S INSTRUCTIONS.) Q FURNISH AND INSTALL VIDEO DEFECTION PROCESSING UNIT (ITERIS VANTAGE EDGE) INSIDE CONTROLLER CABINET. ❑3 FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 CONTROLLER ASSEMBLY AND AUXILIARY EQUIPMENT AS NECESSARY FOR OPERATION SHOWN IN A TYPE "R" CABINET. INSTALL A BATTERY BACK -UP SYSTEM IN A SEPARATE CABINET MOUNTED ON THE SIDE OF THE CONTROLLER CABINET. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS. �4 FURNISH AND INSTALL 120/240 VOLT MODIFIED TYPE III-BF SERVICE EQUIPMENT ENCLOSURE PER CITY STANDARD DRAWING N0. 407 AND SPECIAL PROVISIONS. 1 50 -A -SP CIRCUT BREAKER METERED SIGNAL) 1 30 -A -SP CIRCUT BREAKER UNMETERED LIGHTING) 1 15 -A -SP CIRCUT BREAKER METERED I.I.S.N.S.) D INSTALL 2" C, 2#6 AND 1#8 (SERVICE, GFCI, GROUND). D INSTAlI. 2 "0, 210 (LUMINAIRE). �7 INSTALL 4 "C WITH PULL ROPE TO SERVICE. 4140 RACK INSTALL MOUNTED PHASE SELECTOR SELECTORS Q EQUIPMENT. DRETECTOR SHALL BE MOUNTS ON SIGNAL MAST ARM PER DETAIL HEREON. ❑9 INSTALL SIGN ON MAST ARM AS NOTED. 1� FURNISH AND INSTALL 4" PVC, FIBER OPTIC CABLE AND RELATED EQUIPMENT TO THE CONTROLLER CABINET AT ETIWANDA AVE. APPROX. 1200' PER SPECIAL PROVISIONS. DETECTION LEGEND: � ADVANCE RADAR DEFECTION TRIP LINE VIDEO PRESENCE DETECTION ZONE v w A URE12ER .I & F SW OW & 8R U A 100 SEE NOTE 1. C61\ co � U chi U a � o � BCR BERERJRN� TYPICAL SIGNAL POLE PLACEMENT UNLESS DIMENSIONED ON PLANS HM ��F: = f . AV 1. FOR "A" AND "B" DIMENSIONS, SEE POLE SCHEDULE, OR AS DIRECTED BY THE ENGINEER. 20' 10' 0 20' 40' 60' SIGNAL STANDARD PLACEMENT DIMENSIONS & EQUIPMENT LOCATIONS NEW C &G (SCR) GENERAL TRAFFIC SIGNAL NOTES: 1. INSTALL AUDIBLE PEDESTRIAN SIGNAL UNITS (APS) FOR PEDESTRIAN CROSSWALKS. 2 INSTALL PEDESTRIAN COUNTDOWN TIMING UNITS FOR PEDESTRIAN CROSSWALKS. 3. ELECTRICAL OPERATIONS SHALL BE GIVEN A MINIMUM SEVEN DAY NOTICE PRIOR TO TRAFFIC SIGNAL ACTIVATION OR TIMING ADJUSTMENTS. 4. NEW AND EXISTING MANHOLES, PULL BOXES, SHALL BE ADJUSTED TO NEW FLUSH GRADE LEVELS. 5. CONTRACTOR IS TO OBTAIN CALTRANS IDENTIFICATION (CTID) NUMBERS FOR ALL ELECTRICAL EQUIPMENT AS PER 2010 CALTRANS STANDARD PLANS. S QUADRANT PEDESTRIAN PUSH BUTTON LOCATION (TOP VIEW) i- i D SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR TRO Mini -Brat - 0121-- 29-- NPT --ALO SE-- 0577 -- GLV OR SIGNAL POLE ----0` hF 'ROVED EQUAL MAST ARM (ONE WAY f ONE OUTPUT) EMERGENCY VEHICLE DETECTORS UNDERGROUND SERVICE ALERT: CALL TOLL FREE TWO WORKING DAYS BEFORE YOU DIG "CAUTION ": Remember that the M Gunter notifies only thou utilities belonging to the center. There could be other utilities at the wait site. The center will reform you of who(m) thdy will notffy. CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 1004 ► 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 ,345' TO BACK OF 11 A CROSSWALK FCw w aar �� -rte .rw�w �� winlil� ' �� �� r��. ,�r�iir ,r•r .�� .�� � — w w �s rr rrrrrrrr�wNw - �� a. a•rwrwwr wr � am rrrrr�� ar aaa�a aiin a��r aw �ww._s - � - err ar wwarw�w uIr _ 1 1s ( 17 e — .rrr..,. �. .rr.a. �..� .�... �.... ...�. ti t «...� aar. �. w N *- 4 /+� Y "AA141A "A TvMw AWG SIZE OR CABLE TYPE CONDUCTOR SCHEDULE POLE • CIRCUIT w 000000000 I err. ----------- Mow y� ! ! ri �� ! � flu �� il_ �Y PIIy� ^i r hYW� MIYY �n �� ! b1YlYr 4/Y� Aw �� #�� ! •1YMr ! �� EX. EP 345' T BACK OF CROSSWALK ARROVV ROUTE CONSTRUCTION NOTES: Q1 FURNISH AND INSTALL ITERIS VANTAGE VECTOR ON SIGNAL MAST ARM PER MANUFACTURER'S INSTRUCTIONS. RZ -4 AWDR CAMERA FOR NORTHBOUND AND SOUTHBOUND. RZ -4 AWDR SHALL BE INSTALLED ON SIGNAL MAST ARM R LUMINAIRE ARM PER MANUFACTURER'S INSTRUCTIONS.) Q FURNISH AND INSTALL VIDEO DEFECTION PROCESSING UNIT (ITERIS VANTAGE EDGE) INSIDE CONTROLLER CABINET. ❑3 FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 CONTROLLER ASSEMBLY AND AUXILIARY EQUIPMENT AS NECESSARY FOR OPERATION SHOWN IN A TYPE "R" CABINET. INSTALL A BATTERY BACK -UP SYSTEM IN A SEPARATE CABINET MOUNTED ON THE SIDE OF THE CONTROLLER CABINET. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS. �4 FURNISH AND INSTALL 120/240 VOLT MODIFIED TYPE III-BF SERVICE EQUIPMENT ENCLOSURE PER CITY STANDARD DRAWING N0. 407 AND SPECIAL PROVISIONS. 1 50 -A -SP CIRCUT BREAKER METERED SIGNAL) 1 30 -A -SP CIRCUT BREAKER UNMETERED LIGHTING) 1 15 -A -SP CIRCUT BREAKER METERED I.I.S.N.S.) D INSTALL 2" C, 2#6 AND 1#8 (SERVICE, GFCI, GROUND). D INSTAlI. 2 "0, 210 (LUMINAIRE). �7 INSTALL 4 "C WITH PULL ROPE TO SERVICE. 4140 RACK INSTALL MOUNTED PHASE SELECTOR SELECTORS Q EQUIPMENT. DRETECTOR SHALL BE MOUNTS ON SIGNAL MAST ARM PER DETAIL HEREON. ❑9 INSTALL SIGN ON MAST ARM AS NOTED. 1� FURNISH AND INSTALL 4" PVC, FIBER OPTIC CABLE AND RELATED EQUIPMENT TO THE CONTROLLER CABINET AT ETIWANDA AVE. APPROX. 1200' PER SPECIAL PROVISIONS. DETECTION LEGEND: � ADVANCE RADAR DEFECTION TRIP LINE VIDEO PRESENCE DETECTION ZONE v w A URE12ER .I & F SW OW & 8R U A 100 SEE NOTE 1. C61\ co � U chi U a � o � BCR BERERJRN� TYPICAL SIGNAL POLE PLACEMENT UNLESS DIMENSIONED ON PLANS HM ��F: = f . AV 1. FOR "A" AND "B" DIMENSIONS, SEE POLE SCHEDULE, OR AS DIRECTED BY THE ENGINEER. 20' 10' 0 20' 40' 60' SIGNAL STANDARD PLACEMENT DIMENSIONS & EQUIPMENT LOCATIONS NEW C &G (SCR) GENERAL TRAFFIC SIGNAL NOTES: 1. INSTALL AUDIBLE PEDESTRIAN SIGNAL UNITS (APS) FOR PEDESTRIAN CROSSWALKS. 2 INSTALL PEDESTRIAN COUNTDOWN TIMING UNITS FOR PEDESTRIAN CROSSWALKS. 3. ELECTRICAL OPERATIONS SHALL BE GIVEN A MINIMUM SEVEN DAY NOTICE PRIOR TO TRAFFIC SIGNAL ACTIVATION OR TIMING ADJUSTMENTS. 4. NEW AND EXISTING MANHOLES, PULL BOXES, SHALL BE ADJUSTED TO NEW FLUSH GRADE LEVELS. 5. CONTRACTOR IS TO OBTAIN CALTRANS IDENTIFICATION (CTID) NUMBERS FOR ALL ELECTRICAL EQUIPMENT AS PER 2010 CALTRANS STANDARD PLANS. S QUADRANT PEDESTRIAN PUSH BUTTON LOCATION (TOP VIEW) i- i D SINGLE INPUT EMERGENCY VEHICLE PREEMPTION DETECTOR TRO Mini -Brat - 0121-- 29-- NPT --ALO SE-- 0577 -- GLV OR SIGNAL POLE ----0` hF 'ROVED EQUAL MAST ARM (ONE WAY f ONE OUTPUT) EMERGENCY VEHICLE DETECTORS UNDERGROUND SERVICE ALERT: CALL TOLL FREE TWO WORKING DAYS BEFORE YOU DIG "CAUTION ": Remember that the M Gunter notifies only thou utilities belonging to the center. There could be other utilities at the wait site. The center will reform you of who(m) thdy will notffy. CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 1004 ► 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 ,345' TO BACK OF 11 A CROSSWALK FCw w aar �� -rte .rw�w �� winlil� ' �� �� r��. ,�r�iir ,r•r .�� .�� � — w w �s rr rrrrrrrr�wNw - �� a. a•rwrwwr wr � am rrrrr�� ar aaa�a aiin a��r aw �ww._s - � - err ar wwarw�w uIr _ 1 1s ( 17 e — .rrr..,. �. .rr.a. �..� .�... �.... ...�. ti t «...� aar. �. w N *- 4 /+� Y "AA141A "A TvMw AWG SIZE OR CABLE TYPE CONDUCTOR SCHEDULE POLE • CIRCUIT NEW E EXISTING 000000000 � Cy. 000��000� PHASE 1 PHASE 2 PHASE 3 PHASE 4 Z moll X w L . PHASE 5 PHASE 6 PHASE 7 PHASE 8 LUMINAIRES 000a 00000 Q • 000000000 �SIGNAL 'SERVICE VIDEO (CONX*) 0 0000000� CAMERA 3 16 & CABLE PO ER ' 0000000�� CONDUIT SIZE m' m' mm' mmm' mm NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY tEasio,�t III 0ON e � w �f'r CI YID F of c400<t� PHASE DIAGRAM Z � Cy. PHASE 1 PHASE 2 PHASE 3 PHASE 4 Z X w L . PHASE 5 PHASE 6 PHASE 7 PHASE 8 B = BIKE ZONE (LAYERED ITERIS DETECTION ZONE WITH SEPARATE OUTPUT) ADVANCED DETECTION ZONES = ASSIGNED IN CONTROLLER AS 1 -8 (NTCIP) STOP BAR DETECTION ZONES = ASSIGNED IN CONTROLLER AS 9 -16 (NTCIP) BIKE DETECTION ZONES = ASSIGNED IN CONTROLLER AS 17 -24 (BIKE) DES ON OF REVISION DATE CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL PLAN LO ARROW ROUTE 0 AND PECAN AVENUE Tract 18870 -1 " DRC 2012 - 01202 ROW 2014 - 00089 APPROVED Iffee DATE � 3 0 Ciff 191 1 R.C.B. No. 53672 0 DESIGN 4i c�rom►n PARK RECOMMENDED o cr_ CROSSROADS 949-"0-1"4 j DRAWN UNDER THE SUPERVISION OF SHM ° U DG 25 5 pg 38 a CHECI�D 1/12/15 DRAWING No. n CAR�ETON WATERS DATE 0o C W R.C.E. 52916 2 3 5 5'" � o I • [ UP As dam TM ARROW, ROUTE Or) vow MWIF IFAIIII-01,7101, IIF Q 01 IMMINJI �I 014 2W 25* 2W 2W 2W 25* LIN r(P E G f VW M DETAIL "B" Iff UNW-LEAD -OUT jNDMGROUIND SERVICE ALERT: a • • LLJ LAU LLJ low moo 4000000010 4000 --An woo ir 7 A A AN FF SEEM- . .. ......... was Ask 2 2 ok�'tl, r t4 ok MME A WN 121 1 1% a I limit 110 . 'IT TT IT SIR id ilh it met a n r I a t 11 sr�111` ivy INS 0.1. TARR 2 1 e; 2 1 1Trzr* ""V V 1 116 T S AMR I a • • LLJ LAU LLJ low moo 4000000010 4000 --An woo ir 7 A A AN FF SEEM- . .. ......... was �ucOErrr MIJrAmk'%m &in ZIA .1 11 141 "wow* Ob -0* AN* ompsommowili Now mommommi WNW woomomwomi 400 4powww"ni now as* amm"Mommi lai *00wmwmwwwm Now MWOONOWSi WNW 17 m1ok Ara &in STAF4 D ARU ULM& NTIN(lo' MGM- um Lama P711"'I "All L AL IL -AILI �ucOErrr MIJrAmk'%m &in ZIA .1 11 141 "wow* Ob -0* AN* ompsommowili Now mommommi WNW woomomwomi 400 4powww"ni now as* amm"Mommi lai *00wmwmwwwm Now MWOONOWSi WNW 17 m1ok Ara &in