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2009-10417 I (Plans)GENERAL NOTES I. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERIN SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NO CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT A EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS N OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHE OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIE AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE, ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 'UNDERGROUND INSTALLATIONS ". FOR LOCATI OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRI COMPANY. TELEPHONE, (800) 422 -4133 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE, ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. TELEPHONE, (800) 422 -4133 9. THE CONT12AT012 SHALL NOTIFY SAN DEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SH COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE , FOR TI-E LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA TELEPHONE: (760) 633 -2709 10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. II. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AN APPURTENANCES CONTACT (800) 422 -4133. 12. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE 'AS BUILT' IMPROVEMENT DRAWINGS. ALL SOUR SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90" CUTOFF, AND ALLOW ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER 633 -2770. 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGI OR A LICENSED LAND SURVEYOR. 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATE12 SERVICE BY CHISELING THE LETTERS 'S' A 'W', RESPECTIVELY, 2 INCHES NIGH INTO THE FACE OF THE CUR 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB I MANNER AND LOCATION APPROVED BY THE INSPECTOR. 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO T STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONST12UCTIO (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITT AND THE SAN DIEGO REGIONAL STANDARDS DRAWINGS (LATEST EDITION). s Underground Service Alert SAN DIEGUITO WATER DISTRICT it REVIEWED BY- CALL TOIL FREE E 1 -800 422- 4133 2-251f �$ DATE* s� ao,®omea�,aom a� SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED �8 REVISIONS APPROVED DATE REFERENCES -2 Q T C L5e L5 .0 o t -10 a.o 0 J3a SAN DIEGUITO W WATER DISTRICT N NOTES G I. W WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. BE 2. U UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR; UNDER THE SUPERVISION OF SAN T D DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 3. W WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 4. A ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. C CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 6. C CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE NY C CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. REVIEWED BY: REVIEWED BY: 6 DATE: DATE: DATE BENCH MARK SCALE DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39" LOCATION: TOP OF CURB, N.W. QUAD OF HORIZONTAL AS SHOWN BIRMINGHAM DR. AND LAKE DR., IN THE MIDDLE OF RETURN VERTICAL AS SHOWN RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.98 DATUM: NAVD 88 PLANS FOR THE CONSTRUCTION OF BIRMINGHAM DRIVE AT FIRE STATION #2 IN THE CITY OF ENCINITAS AC = ASPHALT CONCRETE BCR - BEGIN CURB RETURN PVMT -PAVEMENT ECR - END CURB RETURN PCC - PORTLAND CEMENT CONCRETE (72.89) - EXISTING ELEVATION LIP - GUTTER LIP PCR - POINT OF REVERSED CURVE X -GTR - CROSS GUTTER (R) - RADIAL BEARING EP - EDGE OF PAVEMENT VERT. - VERTICAL TC - TOP OF CURB HORIZ. - HORIZONTAL FL = FLOWLINE SDRSD = SAN DIEGO REGIONAL IE - PIPE INVERT ELEVATION STANDARD DRAWINGS TB - TOP OF BERM EXIST. - EXISTING BC - BEGIN CURVE PVC - POLYVINYL CHLORIDE PIPE EC - END CURVE PP - POWER POLE FH = FIRE HYDRANT CMP - CORRUGATED METAL PIPE R/W - RIGHT OF WAY CAB - CRUSHED AGGREGATE BASE ST LT - STREET LIGHT REGC)RO PLAN:9TArEMENT 1205EP -7- L. SHEETINDEX - TITLE SHEET - TYPICAL SECTIONS - STA 1458 +73 THRU 1460 +77 - WATER MAIN PLAN - STRIPING PLAN - TRAFFIC SIGNAL PLAN PARKS AND RECREATION REVIEWED DATE: SPECIAL DISTRICT SAN ELIJO J.P.A REVIE Y: I� W DATE: LEGEND SHEET NO. PROPERTY LINE RIGHT OF WAY EXISTING WATER PROPOSED WATER EXISTING SEWER PROPOSED SEWER EXISTING MH PROPOSED MH EXISTING LIGHT F3] - W- = W- -S- t_ ) O VICINITY MAP NO SCALE THOS. BROS. PG. 1167, E-2 -SD- Ut51UNLU t1Y UKAP/N t T UY1tGKtU CT APPROVALS SW PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED ,p a � BY: BY: 41 9EN9CFI PETER COTA - ROBLES ROBERT L. B UCKART RCE 48158 EXP. 06 -30 -12 DATE: 3/x/4 DATE: WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS, STANDARD SPECIFICATIONS I. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, 'MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES; (MUTCD JANUARY, 2010 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -MAY 2006. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS (WAS). -i l D t 1� L\T" GF� I. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS (WAS). ° LEGEND DESCRIPTION STD DWG SYMBOL EXISTING CONTOUR e- - -- EXISTING ELEVATION ;y 466.14 PROPOSED CONTOUR 465 SLOPE (211 MAX) DAYLIGHT LINE --- -�- - --'" PROPOSED ELEVATION 10.87 TC 10.7 DIRECTION OF DRAINAGE �- A.C. PAVEMENT E BASE CONCRETE PAVEMENT G -12 CONCRETE SIDEWALK G -7 6' TYPE G CONC. CURB E GUTTER G -2 6' TYPE A A.C. BERM G -5 CONCRETE DRIVEWAY G-14B CURB RAMP G -27 STORM DRAIN D -60 - - - - - - PIPE COLLAR D -62 O WATER MAIN WP-02 _I1 FIRE SERVICE WF -05 WATER SERVICE WS-02, WC -17, WR -01 IRRIGATION WATER SERVICE WS-02, WC -17 -� GATE VALVE WV -01, WV-03 FIRE HYDRANT WF -01 mm • MANUAL AIR VALVE WA -01 Q • BLOWOFF WB -01 0 CONCRETE PROTECTED SP -01, SP -02, SP -03 SEWER LATERAL SS -01, SS -03 SEWER MANHOLE SM -07 EXISTING WATER MAIN --- EXISTING SEWER MAIN - S - - -- EXISTING RECLAIMED WATER MAIN Nil _- -- - - - - - -- EXISTING GAS ®, . ENGINEER OF WORK ENGINEER OF WORK Snipes -Dye associates civil engineers' and land serve _Wra 8348 CENTER DRIVE, STE. G LA MESA, CA 91942 TE (619) 697 -9 4 X (619 0 -2033 6D z L.,: "ono i nrveo� orr awt EXPIRES,, 06 -30-12 SDWD WIO -030 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMEN PUBLIC IMPROVEMENT PLANS FOR: BIRMINGHAM DRIVE STREET IMPROVEMENTS PLANING CASE NO: 08 -116 DR,CDP QRpFESSI BIll 111 No. 48158 :a` �m �Erp. 6 -30-12 • , CIV1�- P DRAWING NO. 10417- SHEET I LT 1,, Y Y X� 59 �crLL REGC)RO PLAN:9TArEMENT 1205EP -7- L. SHEETINDEX - TITLE SHEET - TYPICAL SECTIONS - STA 1458 +73 THRU 1460 +77 - WATER MAIN PLAN - STRIPING PLAN - TRAFFIC SIGNAL PLAN PARKS AND RECREATION REVIEWED DATE: SPECIAL DISTRICT SAN ELIJO J.P.A REVIE Y: I� W DATE: LEGEND SHEET NO. PROPERTY LINE RIGHT OF WAY EXISTING WATER PROPOSED WATER EXISTING SEWER PROPOSED SEWER EXISTING MH PROPOSED MH EXISTING LIGHT F3] - W- = W- -S- t_ ) O VICINITY MAP NO SCALE THOS. BROS. PG. 1167, E-2 -SD- Ut51UNLU t1Y UKAP/N t T UY1tGKtU CT APPROVALS SW PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED ,p a � BY: BY: 41 9EN9CFI PETER COTA - ROBLES ROBERT L. B UCKART RCE 48158 EXP. 06 -30 -12 DATE: 3/x/4 DATE: WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS, STANDARD SPECIFICATIONS I. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, 'MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES; (MUTCD JANUARY, 2010 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -MAY 2006. 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS (WAS). -i l D t 1� L\T" GF� I. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS (WAS). ° LEGEND DESCRIPTION STD DWG SYMBOL EXISTING CONTOUR e- - -- EXISTING ELEVATION ;y 466.14 PROPOSED CONTOUR 465 SLOPE (211 MAX) DAYLIGHT LINE --- -�- - --'" PROPOSED ELEVATION 10.87 TC 10.7 DIRECTION OF DRAINAGE �- A.C. PAVEMENT E BASE CONCRETE PAVEMENT G -12 CONCRETE SIDEWALK G -7 6' TYPE G CONC. CURB E GUTTER G -2 6' TYPE A A.C. BERM G -5 CONCRETE DRIVEWAY G-14B CURB RAMP G -27 STORM DRAIN D -60 - - - - - - PIPE COLLAR D -62 O WATER MAIN WP-02 _I1 FIRE SERVICE WF -05 WATER SERVICE WS-02, WC -17, WR -01 IRRIGATION WATER SERVICE WS-02, WC -17 -� GATE VALVE WV -01, WV-03 FIRE HYDRANT WF -01 mm • MANUAL AIR VALVE WA -01 Q • BLOWOFF WB -01 0 CONCRETE PROTECTED SP -01, SP -02, SP -03 SEWER LATERAL SS -01, SS -03 SEWER MANHOLE SM -07 EXISTING WATER MAIN --- EXISTING SEWER MAIN - S - - -- EXISTING RECLAIMED WATER MAIN Nil _- -- - - - - - -- EXISTING GAS ®, . ENGINEER OF WORK ENGINEER OF WORK Snipes -Dye associates civil engineers' and land serve _Wra 8348 CENTER DRIVE, STE. G LA MESA, CA 91942 TE (619) 697 -9 4 X (619 0 -2033 6D z L.,: "ono i nrveo� orr awt EXPIRES,, 06 -30-12 SDWD WIO -030 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMEN PUBLIC IMPROVEMENT PLANS FOR: BIRMINGHAM DRIVE STREET IMPROVEMENTS PLANING CASE NO: 08 -116 DR,CDP QRpFESSI BIll 111 No. 48158 :a` �m �Erp. 6 -30-12 • , CIV1�- P DRAWING NO. 10417- SHEET I LT 1,, Y Y X� 59 �crLL EXISTING WATER MAIN --- EXISTING SEWER MAIN - S - - -- EXISTING RECLAIMED WATER MAIN Nil _- -- - - - - - -- EXISTING GAS ®, . ENGINEER OF WORK ENGINEER OF WORK Snipes -Dye associates civil engineers' and land serve _Wra 8348 CENTER DRIVE, STE. G LA MESA, CA 91942 TE (619) 697 -9 4 X (619 0 -2033 6D z L.,: "ono i nrveo� orr awt EXPIRES,, 06 -30-12 SDWD WIO -030 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMEN PUBLIC IMPROVEMENT PLANS FOR: BIRMINGHAM DRIVE STREET IMPROVEMENTS PLANING CASE NO: 08 -116 DR,CDP QRpFESSI BIll 111 No. 48158 :a` �m �Erp. 6 -30-12 • , CIV1�- P DRAWING NO. 10417- SHEET I LT 1,, Y Y X� 59 �crLL CIV1�- P DRAWING NO. 10417- SHEET I LT 1,, Y Y X� 59 �crLL 0 a a gl N T of _ og � N� ON T m; a 0 s 10' 3.5' 1 _ 4' 2.5' YER C JITP - INISH BADE L5% pi� r LIGHT WEIGHT NON —WOVEN FILTER FABRIC 90% COMPACTED SUBGRADE FAA CONIC. MOW CURB LANDSCAPE PLAN I DETAIL DECOMPOSED GRANITE��yy PATH � INTO FIRE STATION PROPERTY ONO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE r" 2 DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39" LOCATION: TOP OF CURB N.W. QUAD OF HORIZONTAL AS SHOWN BIRMINGHAM DR. AND LAKE DR., IN THE MIDDLE OF RETURN VERTICAL AS SHOWN RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.98 DATUM: NAVD 88 O STORM DRAIN CONNECTION .WALE I' -10' DEMNED BY RAWN By SPECIAL DISTRICT APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED L. r BY: BY: 1�T 409011111H PETER COTA- ROBLES ROBERT L. BRUCKART CE 48158 EXP. 06 -30 -12 DATE: ®A� DATE: r,;..., VARIES VARIES (102' — 1090 1 20' 35't I I 5.5' 6' MIN. EXISTING SIDEWALK VARIES SITE 20' — 25 > I EXIST. A.C. BERM TO BE REMOVED -em\u `EXISTING GROUND EXISTING CONC. Q _—EXIST. PROPOSED CONIC. CURB / GUTTER CURB / GUTTER GRIND 8 OVERLAY PROPOSED AC PER G -2 PROVIDE SMOOTH PAVEMENT as BASE TRANSITION 3 w PER GEOTECI —NICAL Gfi'�9 I VARIES n` oa 3 RECOMMENDATIONS N N (4' AC 1'r CL II BASE MIN) zo TYPICAL SECTION — BIRMINGHAM DRIVE 1458 +72.97 — 1458 +88.63 NO SCALE VARIES (100'— 1311 rt OI BE A BC, OVBERM ED 1 50' _ 1 I I I 6. — — MIN. _ 1 EXISTING SIDEWALK EXISTING CONIC. 7PAV7EKAENT CURB / GUTTER GRIND e OVERLAY V & PROVIDE SMOOTH PE12 GEOTECH TRANSITION RECOMMENDA (4'AC /7'CLI R/W �_:I IVIV - 131P1MIIV% 1459 +86.47 - 1460+77.34 NO SCALE VARIES MIN.) CURB/ GUTTER PER G -2 - PROPOSED CONIC. SIDEWALK PER G -7 R/W REMOA.C. BERM TO BE VED & REPLACED I WITH TYPE A 6' AC BERM PER G-5 WE I VARIES VARIES VARIES 10' VARIES 6' 55 GRADE EXIST. AC \ GRADE EXISTING CONIC. PAVEMENT CURB / GUTTER , � - GRIND E OVERLAY PROVIDE SMOOTH PROPOSED AC TRANSITION WALKWAY (2' AC) loe TYF'IC:AL SCCr 1 Ivry - amMn-T, 1460 +77.34 - 1461 +55.00 NO SCALE REEF E.R -to TYPICAL sacI IONI S14 ELT 9 ENGINEER OF WORK ENGINEER OF WORK QROFESs/. Snipes Dye associates ID SR(� civil engineers and land surveyor y we rr„ 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 m o No. 46158 m TE NE (619) 697 -9 FAX (61 460 -2033 ec a 6D a Exp. 6 -31-12 ROBERT L BRUCKART R.C.E. 48158 qTF OF CAOEOe� EXPIRES 06 -30-12 'ATY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. UBLIC IMPROVDEENT PLANS FOR: BIRMINGHAM DRIVE 10417 -1 STREET IMPROVEMENTS PLANING CASE NO: 08-116 DR,CDP SHEET 2 7S 10 AS -�VI ur 1, (3' SITE 12' VARIES (23' - 35') 5.5' FINISH GRADE MIN.) CURB/ GUTTER PER G -2 - PROPOSED CONIC. SIDEWALK PER G -7 R/W REMOA.C. BERM TO BE VED & REPLACED I WITH TYPE A 6' AC BERM PER G-5 WE I VARIES VARIES VARIES 10' VARIES 6' 55 GRADE EXIST. AC \ GRADE EXISTING CONIC. PAVEMENT CURB / GUTTER , � - GRIND E OVERLAY PROVIDE SMOOTH PROPOSED AC TRANSITION WALKWAY (2' AC) loe TYF'IC:AL SCCr 1 Ivry - amMn-T, 1460 +77.34 - 1461 +55.00 NO SCALE REEF E.R -to TYPICAL sacI IONI S14 ELT 9 ENGINEER OF WORK ENGINEER OF WORK QROFESs/. Snipes Dye associates ID SR(� civil engineers and land surveyor y we rr„ 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 m o No. 46158 m TE NE (619) 697 -9 FAX (61 460 -2033 ec a 6D a Exp. 6 -31-12 ROBERT L BRUCKART R.C.E. 48158 qTF OF CAOEOe� EXPIRES 06 -30-12 'ATY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. UBLIC IMPROVDEENT PLANS FOR: BIRMINGHAM DRIVE 10417 -1 STREET IMPROVEMENTS PLANING CASE NO: 08-116 DR,CDP SHEET 2 7S 10 AS -�VI ur 1, (3' ME Z E ow fNd CONSTRUCTION NOTES (Z) EXIST. TRAFFIC SIGN TO REMAIN EXIST. TRAFFIC SIGN TO BE RELOCATED RELOCATED TRAFFIC SIGN EXIST. TRAFFIC SIGNAL TO REMAIN EXIST. TRAFFIC SIGNAL TO BE RELOCATED RELOCATED TRAFFIC SIGNAL SEE SHT. 6. EXIST. TRAFFIC SIGNAL PULL BOX TO REMAIN. ADJUST TO FINISH GRADE EXIST. TRAFFIC SIGNAL PULL BOX TO BE REMOVED @ RELOCATED TRAFFIC SIGNAL PULL BOX (II ) EXIST. COX COM. SERVICE/GEN. TO BE RELOCATED @ RELOCATED COX COM. SERVICE / GEN. @ EXIST. STREET LIGHT TO REMAIN EXIST. STREET LIGHT PULL BOX TO REMAIN. ADJUST TO FINISH GRADE @ EXIST. MAILBOX TO REMAIN EXIST. TREE TO BE REMOVED EXIST. 17 CMP TO BE REMOVED. @ EXIST. 24' RCP TO REMAIN @ EXIST. WATER METER TO BE REMOVED E SERVICE TO BE ABANDONED. EXIST. AC BERM TO BE REMOVED & REPLACED WITH TYPE A 6 A.C. BERM PER G-5 AT EXIST. ALIGNMENT. INSTALL A.C. WALKWAY (2- A.C.) O EXIST. WOOD FENCE TO BE REMOVED MATCH EXIST. GRADE OF EXIST. GRAVEL DRIVEWAY INSTALL CONC. SIDEWALK PER G-7 EXIST. GAS SERVICE TO REMAIN INSTALL 2- B.C. SEE SHEET 4. INSTALL 2- M.A.R. SEE SHEET 4. EXIST. AC BERM TO REMAIN, CURB DATA BEARING/DELTA RADIUS LENGTH REMARK N 75* 4Cr 480 E 15.66' 6" CONC, C & G A - 68° 23! 30' 30.00' 35.56' 6 CONC. CURB A - OCIP 27 56" 1270.00' 11.06 6' CONC. CURB A - 910 03' 480 30,00' 57.77 6' CONC. CURB N 750 40' 381 E - 90.8-T 60 CONIC. C & G N 70r 34' 340 E - 78.05' 6' AC BERM A - 320 29'018 36.14! 20.49' 6' AC BERM A- 39037 30" 3.27' 2.26 60 AC BERM N 450 25'03'W 3.67 6- AC BERM A - 86' 48' 56- 1.3-T 2.07' 6- AC BERM CAUTION LOCATION OF EXISTING UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. REVISIONS APPROVED I DATE /I CENTERLINE DATA ING/DELTA RADIUS LENGTH REMARK -2E N 715 40' 38- E 575.69 i - ]� uj_ 215- 0 113 uj 0 IuO< 6 0v 0 e�14th COO 4 CD -4- Ci 00 %1,- 4� 0 cp ST. 12, PVC RECLAIMED WATER -7 23L� 9,1 1 0 --j A I ec Op 0. 0 I f is &-/ U) L0 .af ai Fr, - SEE A7- NO. tv f vi N "it Rio 4 SEE SHEET NO. 4 FOR CONSTRUCTION OF WATER DATE BENCH MARK SCALE DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC-39" LOCATION: TOP OF CURB, N.W. QUAD OF — HORIZONTAL I" = 20' BIRMINGHAM DR. AND LAKE DR., IN THE MIDDLE OF RETURN VERTICAL 1- = 4' RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.98 DATUM:NAVD 88 CA ROL MEW DRIVE DWG. NO. 10417-G F012 F f' I f iNLETAPOO� EROSION CONTROL I it PER D-: 24- RCP kl;5 f it Z is J�81 /-f-A! WIDE D.G. PATH, SEE N-8220 RI DETAIL I ON SHT. 2 z' 4702 IE (IN) (176.23 ID (0-11' J A HIE 9 IV s -j' 2 71 L$ c'JoTTGAL8 �fZxl� PER L -Q3 kc, 9 P4" RP, GA C14 SHEET N �012 .-S SEE. SHEET N 80 MAT�* PROFILE OF "ST Im EXIST. X I. I IDETAL 2 Lo + 10' GUTTE12 0 DRAIN i -- / E + �Z 1460 i TRANSITION 146 tj + 20 0 20 40 60 A - cm vA SIPIWAII-K AS" P%R SlIkii-T S/ Z40 -/RW SCALE, 1'-20' EXIST. l2wiPVC .1 "t ATER RW vw 0RdLKjMmW 1 E I "—N'J� — NGINEER OF WORK so s -\A is, — g EXIST �MH ?VL 0) WORK WITHIN CALT12ANS ENGINEER OF WORK 4D R/W PER CALT12ANS Nnipem-D U14532 IWI A N ENCROACHMENT ye amacciarem J PERMIT NO. 11-10-NMC-0364 chil engineers and land muriveyarm —L—A CONTRACTOR TO PLLL PERMIT 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 mO No 4815; 0 I,\ F, A PRIOR TO CONSTRUCTION 1--02A-InNE (619),6 -?033 ?7-9 a4' FAX T TE 460 Exp. 6-30-12 Ail I -T ROBERT L BRUCKAR - R.C.E. 48158 PLAN: BIRMINGHAM DRIVE EXPIRES 06-30-12 OF cm-\� g. SCALE: I' - 20' du r- DESIGNED BY I DRAWN BY I CHE%D BY DRAWING No. SPECIAL DISTRICT LA I bw I - LB APPROVALS CITY 0F ENCINITAS ENGINEERING SERVICES DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: ------ 2 1 BY: - BY, BIRMINGHAM DRIVE 0417-1 4 PETER COTA-ROBLES STREET IMPROVEMENTS ROBERT RT— F P. 06-30-121 DAR ®y 00104 DA 14 SHEET 3 OF 10 56 E: TE: PLANING CASE NO: 08-115 DR,CDP As�-WILT & 4y Al!!!' 2 1459 CA ROL MEW DRIVE DWG. NO. 10417-G F012 F f' I f iNLETAPOO� EROSION CONTROL I it PER D-: 24- RCP kl;5 f it Z is J�81 /-f-A! WIDE D.G. PATH, SEE N-8220 RI DETAIL I ON SHT. 2 z' 4702 IE (IN) (176.23 ID (0-11' J A HIE 9 IV s -j' 2 71 L$ c'JoTTGAL8 �fZxl� PER L -Q3 kc, 9 P4" RP, GA C14 SHEET N �012 .-S SEE. SHEET N 80 MAT�* PROFILE OF "ST Im EXIST. X I. I IDETAL 2 Lo + 10' GUTTE12 0 DRAIN i -- / E + �Z 1460 i TRANSITION 146 tj + 20 0 20 40 60 A - cm vA SIPIWAII-K AS" P%R SlIkii-T S/ Z40 -/RW SCALE, 1'-20' EXIST. l2wiPVC .1 "t ATER RW vw 0RdLKjMmW 1 E I "—N'J� — NGINEER OF WORK so s -\A is, — g EXIST �MH ?VL 0) WORK WITHIN CALT12ANS ENGINEER OF WORK 4D R/W PER CALT12ANS Nnipem-D U14532 IWI A N ENCROACHMENT ye amacciarem J PERMIT NO. 11-10-NMC-0364 chil engineers and land muriveyarm —L—A CONTRACTOR TO PLLL PERMIT 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 mO No 4815; 0 I,\ F, A PRIOR TO CONSTRUCTION 1--02A-InNE (619),6 -?033 ?7-9 a4' FAX T TE 460 Exp. 6-30-12 Ail I -T ROBERT L BRUCKAR - R.C.E. 48158 PLAN: BIRMINGHAM DRIVE EXPIRES 06-30-12 OF cm-\� g. SCALE: I' - 20' du r- DESIGNED BY I DRAWN BY I CHE%D BY DRAWING No. SPECIAL DISTRICT LA I bw I - LB APPROVALS CITY 0F ENCINITAS ENGINEERING SERVICES DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: ------ 2 1 BY: - BY, BIRMINGHAM DRIVE 0417-1 4 PETER COTA-ROBLES STREET IMPROVEMENTS ROBERT RT— F P. 06-30-121 DAR ®y 00104 DA 14 SHEET 3 OF 10 56 E: TE: PLANING CASE NO: 08-115 DR,CDP As�-WILT & a 6 sag N� a 0 �E 0 o� N� aN , °o L5 .0 0 a w€ IS0 f%1 �. CAUTION: LOCATION OF EXISTING UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 4' MIN. TRANS COUPLE TRANS COUPLE RECONNECT - EXIST. M.A.R. REMOVE EXIST. TEE E J \- INSTALL NEW 2' M.A.R. INSTALL 12 X 12 X 12 FLG TEE IN 1243 VALVE CAN 2 -12" FLG X PO GV I- 12 " FLG X FLG GV I - 45° FLG X FLG W/ ADAPTOR I - 2" B.O. I - 2' M.A.R. WATER CONNECTION DETAIL NO SCALE WATER DATA O BEARING /DELTA RADIUS LENGTH REMARK QI N 77° 08'19- E - 3.45' 12' PVC CL305 02 N 32° 08' 19' E - 44.60' 12' PVC CL305 03 N 04° 38' 19' E - 251.20' 12' PVC CL305 REVISIONS APPROVED I DATE 1458+8T.9914, - REMOVE EXIS 12' TEE W/ 12" LEFT­"'- TB - 54 S.F. ITO WATER \l- u �g C-, \\` a 9N \ - - 225�- -224 223 F REFERENCES DATE BENCH MARK SCALE DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39° LOCATION: TOP OF CURB, N.W. QUAD OF HORIZONTAL 1" = 20' BIRMINGHAM DR. AND LAKE DR., IN THE MIDDLE OF RETURN VERTICAL 1- = 4' RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.98 DATUM: NAVD 88 SPECIAL DISTRICT .= "- s`-:�° rte`' IT`� -.. +99OQ_ ff --ENO 3 - 3 12 PVC CL305 WATER: / t� 3 Np _.ry" y 'tip = � /� T� - -- = �= Ill �'� - , f I c+ 0 N2 m - h O, W - r F - U 111 IN S —n 111 -- 20 C N _ o 1 I — -_ _ f 0W O - -" � O _ 3 � 20 O 20 40 60 F 20 �p is z0` co i� 0 Q�00 SCALE I' -20' W UU�� m ENGINEER OF WORK 0. _. ON u<18- r _ O / _ I Vi; _ ENGINEER OF WORK QLOFESS 0 - -.. i __. � q< Snipes Dye associates _._ �- civil engineers and land surveyors -- 8348 CENTER DRIVE, STE. G, LA MESA, CA 91942 o No. 48158 m 1.. - TE NE (619) 697 AX C6 460 -2033 z z Exp.6 -30-12 - N WATER MAIN r ,,.e, •sT UIV PLAN: SCALE 1 1' - 20' ROBERT EXPIRES AR 6 -30 R.C.E. R2E 158 qTf OF Cp��FO g•YYJYYJ• 0�LL SIGN Y DRAWN BY CHECKED Y APPROVALS ITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. A W R PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS Fat: BIRMINGHAM DRIVE 10417 -1 BY: T� BY. PETER COTA- ROBLES STREET IMPROVEMENTS ROBERT L. BRUCKAR7 RCE 48158 + EXP. 06 -30 -12 DATELER� B® ®s43 DATE: _(3/4'%// PLANING CASE NO: 08 -116 DR,CDP SHEET 4 OF 10 £t 0 r v 0 a an i Na iE 6� o� N- ON eL uo mo 0 z i� W� 6e 61 a STRIPING AND SIGNING GENERAL NOTES= I. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING MANUALS • CALIFORNIA MUTCD • CALTRANS STANDARD PLANS • SAN DIEGO REGIONAL STANDARD DRAWINGS 3. ALL STRIPING AND SIGNING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER PRIOR TO INSTALLATION AND /OR REMOVAL. 4. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING, PAVEMENT MARKINGS AND LEGENDS BY WET SANDBLASTING. ANY DEBRIS /WATER SHALL BE PROMPTLY VACUUMED BY THE CONTRACTOR. 5. SIGN POSTS SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER CITY OF SAN DIEGO STANDARD DRAWINGS, DRAWING NUMBER M -45. 6. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO REMAIN. 7. STRIPED CROSSWALKS SHALL HAVE AN INSIDE DIMENSION OF 10 FEET UNLESS INDICATED OTHERWISE. 8. ALL LIMIT LINES /STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT WITHIN BIKE LABS) SHALL BE THERMOPLASTIC. 9. THE CONTRACTOR SHALL NOTIFY CITY TRAFFIC ENGINEER AT (760) 633 -2705 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. SCALE: I" - 20' LEGEND: /— 12" WHITE CROSSWALK E LIMIT LINE DETAIL 12 CONSTRUCTION NOTE OF CALTRANS STANDARD PLAN A24E PROPOSED MARKINGS EXISTING MARKINGS F PROPOSED TRAFFIC SIGN DETAIL 'A': LIMIT LINE EXISTING TRAFFIC SIGN CONSTRUCTION NOTES: TYPE •D" TWO -WAY 4@ EXISTING STRIPING AND MARKINGS TO REMAIN. I . 24' YELLOW REFLECTIVE (TYPJ 02 JOIN EXISTING STRIPING. � 4' YELLOW 03 REMOVE EXISTING STRIPING AND MARKINGS PER CITY APPROVED METHOD SEE GENERAL NOTE 4. ® EXISTING RED CURB TO REMAIN. DIRECTION OF TRAVEL. T Q PROPOSED RED CURB /BERM. 1 © INSTALL TYPE TZ LEFT/ RIGHT TURN ARROW MARKING PER CALTRANS STANDARD PLAN A24A. Q INSTALL LIMIT LINE MARKING PER CALTRANS STANDARD PLAN A24E. SEE DETAIL 'A'. DETAIL 22 OF CALTRANS ® INSTALL DOUBLE YELLOW CENTERLINE MARKING PER DETAIL 22 OF STANDARD PLAN A20A CALTRANS STANDARD PLAN A20A. SEE DETAIL U. Q INSTALL R9 -3A AND 129 -38 SIGNS ON SIGNAL POLE. SEE SHEET 6. INSTALL WHITE CHANNELIZING LINE MARKING PER DETAIL 38 OF CALTRANS STANDARD PLAN A20D. SEE DETAIL 'D'. DETAIL 'B': DBL. YELLOW CENTERLINE II INSTALL YELLOW CENTERLINE LINE MARKING PER DETAIL 21 OF CALTRANS STANDARD PLAN A20A. 12 INSTALL CROSSWALK MARKING PER CALTRANS STANDARD PLAN A24E. SEE DETAIL 'A'. 13 RELOCATE EXISTING WII -8 FIRE TRUCK CROSSING SIGN. 14 RELOCATED WII -8 FIRE TRUCK CROSSING SIGN. 15 EXISTING PHOTO ENFORCEMENT TRAFFIC SIGN TO REMAIN. 16 INSTALL TYPE I PEDESTRIAN BARRICADE PER CALTRANS STANDARD PLAN ES -7P WITH 129 -IIA (RT) SIGN. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Mu-Sc sirLipsm4 Fok LID& DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39" w LOCATION: TOP OF CURB, N.W. QUAD OF HORIZONTAL 1" = 20' ®flmT BIRMINGHAM DR. AND LAKE DR., IN THE MIDDLE OF RETURN VERTICAL RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.98 DATUM: NAVD 88 SPECIAL DISTRICT PLANS PREPARED ROBERT L. BRUCKART flN CST UNLV tU CST APPROVALS W 1NDER SUPERVISION OF RECOMMENDED APPROVE 1 I BY: BY: �4F l ROBERT BLOUGH PETER COTA - ROBLES RCE 48158 EXP. 06 -30 -12 DATE: 2- ?,O -ll DATE: a &Aff 8' WHITE LINE 24' _ 24' _ I N THROUGH TRAFF ^ICI DETAIL 38 OF CALTRANS STANDARD PLAN A20D DETAIL 'D': WHITE LINE REVts Eu 144.1 SHEET to N m SCAJ-5 1' -20' ENGINEER OF WORK ENGINEER OF WORK QkOFESS /O� Snipes -Dye assuciates V. civi /engineers and /and auiveyvrer 8348 CENTER DRIVE, STE. G, LA 'MESA, CA 91942 2 N o. E ( 619) 697- AX (6 0) 460 -2033 a No. 48158 6D Ew. 6 -30-12 QQ ROBERT L B UCKART R.C.E. 48158 TgTe OF CA��FO�� J EXPIRES 06 -30-12 �•jQaLL CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. WF STRIPING PLANS FOR: BIRMINGHAM DRIVE 10417 -1 STREET IMPROVEMENTS PLANING CASE NO: 08 -116 DR,CDP SHEET 5 OF /p ASiRUILT N a °o a w3 w° �a �r o °E tiM v� �N i �LL o° ,o tia O POLE & EQUIPMENT SCHEDULE POLE DATA SIG MA SOD VAP SIGNAL MOUNTING PPB IISNS MESSAGE LOCATION TURN REG. REMARKS NO. TYPE HGHT rP MA WATTS VEH MA PED 0 QUAD A B 4 1 /IU 72 -1 & 2 5 8 J6U T5 -9 & 10 6 8 J6L T5 -11 & 12 7 2 12U 72 -5 & 6 0 24-4 -100 30' 36 12' 250 SV -1 -T 2 -MAS SP -1 -T 8 w Carol View Dr —► F Fire Station 9' 5' R3-4 0 © 1 -A 10' - 13 1 TV -1 -T EMMMuMMMu SP-1-T 2 N T3 -11 & 12 12' 5' JiL T3 -3 & 4 @ 17.2 -100 39 20' 16 250 SV -1 -T 1 -MAS PPB 2 N Birmingham Dr 12 7' R34 78 -7 & COM 9 OD 1-A 10' - EVPE EMMMMMwn TV -1 -T 79 -4 & COY 6 SP -1 -T - J13U T9 -7 & COM 9 9.6 5' J12L m0©©u0©©g EVPE 17-3-70 30' 20' 15' 250 SV -1 -T 2 -MAS FLASH SENSE m©©©©©©m© I T8 -10 & COM 12 Fire Carol Dr EXIST. EXIST. 3 4 EXISTING EQUIPMENT O 0 1-A 19 - - TV-1 -T - 10' 6 Q 17 -2 -100 30' 20' 15' 250 SV -1 -T 1 -MAS SP -1 -T - Birmingham Dr 17' 5' R3A HO TYPE 15 30' - 15' 250 SV -1 -T 8 W 14' 4' O 19 70 30' 39 T 200 SV -2 -TB 2 -MAS SP -2 -T MacKOnnon EXIST. EXIST. EXISTING EQUIPMENT 2 S Q 19 -1 -70 30' 15' 15' 200 SV -3-TB 1 -MAS SP -2 -T Birmingham Dr EXIST. EXIST. EQUIPMENT 2 N 0 19-4-70 30 25' 1' 200 SV -2 -TB 3 -MAS SP -2 -T EXIST. EXIST. EXISTING EQU MENT B N MacKinnon © 19 -1 -70 30' 25' 16 200 SV -2 -TB 1 -MAS SP -2 -T 2 Birmingham Dr EXIST. EXIST. EXISTING EQUIPMENT S CONSTRUCTION NOTES U REMOVE AND SALVAGE (R &S) EXISTING TYPE 1A POLE AND EVPE DETECTOR. REMOVE FOUNDATION BELOW FINISHED p� GRADE - AS DIRECTED BY THE CITY INSPECTOR. V EQUIPMENT SHOWN PER CITY DRAWING TS -048N. O EXISTING TYPE 332 CABINET, CONTROLLER AND EQUIPMENT TO REMAIN. UPGRADE PROGRAMMING TO 233 PROGRAM. INCLUDE ALL NECESSARY ACCESSORIES TO PROVIDE FOR THE PHASING SHOWN ON THIS PLAN. OPTICOM SHALL BE 3M. INCLUDE NECESSARY DISCRIMINATOR CARDS AS NECESSARY. O4 INSTALL NEW CONDUCTORS IN EXISTING CONDUIT RUN. O5 AT LOCATION E, REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSHBUTTON AND PEDESTRIAN SIGNAL. INSTALL COVER PLATES OVER MOUNTING HOLES ON POLE. REMOVE AND SALVAGE EXISTING REFLECTIVE STREET NAME SIGN AND FURNISH AND INSTALL IISNS AS SHOWN AND NOTED. REPLACE ALL INCANDESCENT VEHICLE SIGNALS WITH LED TYPE. O AT LOCATION A, REMOVE AND SALVAGE EXISTING POLE AND EQUIPMENT. FURNISH AND INSTALL NEW POLE AND EQUIPMENT AS SHOWN AND NOTED. O7 EXISTING CONDUIT AND CONDUCTORS PER CITY DRAWING TS -048N - TO REMAIN. EX.0 REMOVE EXISTING PULL BOX AND REPLACE WITH A NEW #6 PULL BOX. O INSTALL INTERNALLY ILLUMINATED DUAL FACE SIGN. SEE POLE SCHEDULE FOR LEGEND. USE UPPER CASE AND LOWER CASE LETTERS. 10 FURNISH AND INSTALL 4- SECTION SIGNAL HEAD. SEE DETAIL THIS SHEET. 11 FURNISH AND INSTALL R9 -3a & R9 -3b SIGNS ON SIGNAL POLE AS SHOWN. 12 ADD 1 -3" CONDUIT TO EXISTING RUN. 13 ADD 1 4" CONDUIT TO EXISTING RUN C.1 CONDUCTOR SCHEDULE CONDUIT S/ZE AND RUN II^I�7 3 CSC 12 CSC TYPE 'B" DLC OP77CAL POLE OR CIRCUIT POLE - A POLE - B POLE - C POLE - D POLE - E POLE - F POLE - G POLE - H POLE - I POLE - J POLE - K onv r - r EX 3' 3' 3' 3' A� 3' 2 " 1 EMMMMMu DET. NO. 0 SLOT FIELD TERMINAL CONNECTIONS AND VERIFY ALL CONDITIONS ON THE JOB. o la 2, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND 05 1 m©©©©©©m© J2U 0-7 & 8 2 1 6 J3U T3 -9 & 10 3 6 J2L T3 -7 & 8 4 1 /IU 72 -1 & 2 5 8 J6U T5 -9 & 10 6 8 J6L T5 -11 & 12 7 2 12U 72 -5 & 6 8 1 4 17L EMMMMMMMM 9 2 12L 72 -7 & 8 10 2 13U T2 -9 & 10 11 EMMMMMMMM J1U T3 -1 & 2 12 4 18L T6 -7 & 8 13 1 11L EMMMuMMMu 14 6 J3L T3 -11 & 12 15 5 JiL T3 -3 & 4 16 ©©©©0mmm0 ZLI T5 -5 & 6 PPB 1 2 1120 78 -4 & COM 6 PPB 4 112L mm©©©mmm0 PPB 6 113U 78 -7 & COM 9 PPB 8 113L 78 -8 & COM 9 EVPE EMMMMMwn J12U 79 -4 & COY 6 EVPE 4 J13U T9 -7 & COM 9 EVPE 1 & 6 J12L m0©©u0©©g EVPE 1 7 J13L T9 -8 & COM 9 EVPE 1 8 J14U 79-10 & COM 9 FLASH SENSE m©©©©©©m© I T8 -10 & COM 12 T O T A L C O N D U C T O R S C A B L E S 8 14 15 1 17122 7 14 2 37 04 EVPE % FILL I12XI2L4 12, AB / v�1 04 / 06P 01 &6 EVPE �1 L 2 PEDESTRIAN BARRICADE SEE STRIPING PLAN O 06P ) °; Cps gyp• � • ;p I ' - GA y�� OLB 04 05 C /EX. 7 \ 04P 04 OLB EX. 7 04 II \ - OLB G 04P R 05 \ RW R3 -4 / 01 R3 -4 - - - - MDR Rw 02 / S 13 `13L_� 13 01 g�R�111NGNA 11 30' TO 1� 11 i 02 &5 EVPE 02 04 7 1 TOP BARO 05� 2 7 EX. 7 11 02 k 0` 04P 2P / 04 i L VON s 01 04 8 1 100 pp 130' TO O /` 04P O EX. 7 8 3 S.TOp BAR EX. `\ l I 10 13 2 "C., 3 -DLC g STOP BARD < �� /� O � O 6 I 7 ` 2 J ` 02P 04 EVPE 04 J EX. 2"C., 2 -DLC 04 g 04 EVPE (D 1' PVC NIP) LENGTH AS 1 1/2' TO 1' BACKPLATE ' EN.P.E. DETECTOR ASSEMBLY Q � O ` � V �Q e; Ci W 10' A I TB. C.R. CROSSWALK B POLE PLACEMENT DETAIL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: 2.5" BRASS DISC STAMPED "ENC -39" LOCATION: TOP OF CURB, N.W. QUAD OF HORIZONTAL BIRMINGHAM DR. AND LAKE DR., IN THE MIDDLE OF RETURN VERTICAL RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.98 DATUM: NAVD 88 115' TO 08P Kwul 11 TYPE E LOOP DETECTORS, TYP. CENTER OF TRAVEL LANE 12' WIDE X -WALK OR LIMIT LINE DETECTOR ASSIGNMENTS DET. NO. 0 SLOT FIELD TERMINAL CONNECTIONS AND VERIFY ALL CONDITIONS ON THE JOB. o la 2, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND 05 1 6 J2U 0-7 & 8 2 1 6 J3U T3 -9 & 10 3 6 J2L T3 -7 & 8 4 1 /IU 72 -1 & 2 5 8 J6U T5 -9 & 10 6 8 J6L T5 -11 & 12 7 2 12U 72 -5 & 6 8 1 4 17L T6 -3 & 4 9 2 12L 72 -7 & 8 10 2 13U T2 -9 & 10 11 5 J1U T3 -1 & 2 12 4 18L T6 -7 & 8 13 1 11L T2 -3 & 4 14 6 J3L T3 -11 & 12 15 5 JiL T3 -3 & 4 16 7 ZLI T5 -5 & 6 PPB 1 2 1120 78 -4 & COM 6 PPB 4 112L T8-5 PPB 6 113U 78 -7 & COM 9 PPB 8 113L 78 -8 & COM 9 EVPE 2 & 5 J12U 79 -4 & COY 6 EVPE 4 J13U T9 -7 & COM 9 EVPE 1 & 6 J12L T9 -5 & COM 6 EVPE 1 7 J13L T9 -8 & COM 9 EVPE 1 8 J14U 79-10 & COM 9 FLASH SENSE 114U I T8 -10 & COM 12 m � � U.\ ua .: 701 z 02&5 EVPE �� ,s r• - i MA D \° 0 08 0. cj 1 1 ! 08 EVPE -'Ob or GENERAL NOTES AB 2 "C., 2 -DLC EX. 2 "C., 1 -DLC CB 3 I S6 r 1 STOP BAR G 2 175' TO G _4 OSTOP BAR 1461 PHASE DIAGRAM IEMERGENCY OPERATION - FLASH ALL PHASES RED L(v U � USE �► R9 -3b CROSSWALK NEW SIGNS FOR DETAILS - SEE MUTCD (CA) SIGN 0 SPECIFICATIONS _ SPECIAL DISTRICT DLNUNtD 13Y UKAWN rsT UHLUNtIJ bT APPROVALS RC ACAD2009 RHC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED r^...' Z Jr 1 BY- BY: ROBERT BLOUGH PE1 RICHARD H. CRAFT RCE 34512 EXP. 09 -30 -11 DATE: 2_'20 -11 DATE: 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL 0 1 DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. o la 2, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND 05 AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL LOOPS SHALL BE & DIAMETER TYPE "E" WITH 10' SPACING IN THE DIRECTION OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. SEE STANDARD PLAN ES -5A AND ES -56 FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH TYPE B LEAD -IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS, ALL OTHER LOOPS SHALL HAVE 3 TURNS. 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 5, ALL SIGNAL HEADS SHALL BE 12" LED TYPE WITH BACK PLATES. & ALL PEDESTRIAN SIGNALS SHALL BE "COUNTDOWN" TYPE LED. PEDESTRIAN PUSHBUTTONS SHALL BE 2" ADA TYPE. 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. 9. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC Z' SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. O 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL, AND SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. co c ` 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION. 9c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. /07 / 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE VPE BLANK DURING FLASHING OPERATION. ! 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE ^ ( : SIGNING AND STRIPING CONTRACTOR. AB 2 "C., 2 -DLC EX. 2 "C., 1 -DLC CB 3 I S6 r 1 STOP BAR G 2 175' TO G _4 OSTOP BAR 1461 PHASE DIAGRAM IEMERGENCY OPERATION - FLASH ALL PHASES RED L(v U � USE �► R9 -3b CROSSWALK NEW SIGNS FOR DETAILS - SEE MUTCD (CA) SIGN 0 SPECIFICATIONS _ SPECIAL DISTRICT DLNUNtD 13Y UKAWN rsT UHLUNtIJ bT APPROVALS RC ACAD2009 RHC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED r^...' Z Jr 1 BY- BY: ROBERT BLOUGH PE1 RICHARD H. CRAFT RCE 34512 EXP. 09 -30 -11 DATE: 2_'20 -11 DATE: T wl n I <_ D 0 1 0 2 /OLA o la 0 4 /OLA 05 0 6 /OL3 T wl n I 1w �a o la 0 4 /OLA 0 7(OLB 0 8 /OL3 rn ,*L0 rn� rn� Qv U a Q� 40' ® 60' 80' 100' w C7 � z � GRAPHIC SCALE Warn I Ld CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. z 00 PUBLIC IMPROVEMENT PLANS FOR: wo BIRMINGHAM DR. & MACKINNON &CAROL VIEW "zCD 10417 -1 E °° - ROBLES TRAFFIC SIGNAL MODIFICATION § °z w�0 PLANING CASE NO: 08 -116 DR,CDP SHEET 6 OF 10 o'rn� RALT I LINE Rt/Lt STATION SQFT (N) Cy BIR/13D-4 Lt "BIR" 1460+77.34 to "BD-4" 2135+62.00 651.9 8 207,77 12,4 8.5 ka TOTAL TYPE 38A SOLID TOTAL 385.74 43 WIDTH= 8" TOTAL TYPE I I I (R) ARROW 651.9 8 re 1:110601WROMM LINE Rt/Lt STATION TYPE LF (N) C Y BIR/BD-4 Lt "BIR" 14604-77-34 to 99BD-4" 2135+62.00 H 207,77 12,4 8.5 ka TOTAL TYPE 38A SOLID TOTAL 385.74 43 WIDTH= 8" TYPE I I I (L) ARROW TYPE I I I (R) ARROW WIDTH= 1' (SQFT) (42 SQFT) TOTAL (22 SQFT) (SQFT) 207.77 12.4 lli 0111111i LINE STATION SQYD TON REMARKS BIR/BD-4 "BIR" 1460+77.34 to 99BD-4" 2135+62.00 385.74 43 HSSD---- TOTAL 8.5 ka TOTAL TYPE 38A SOLID TOTAL 385.74 43 *-. QUANTITY ADDED 10 HMA (TYPE A) QUANTITY TABLE LINE STATION TON BIR/BD-4 99BIR"-1460+77.34 to 99BD-4" 2135+62.00 8.5 AND SIGNS Y, �x2 TOTAL 8.5 SHEET CODE EA PAVEMENT DELINEATION P 1-1 (SINGLE POST) F 2 AND SIGNS Y, �x2 TOTAL 2 3 R/&/,, I c4fta oP REVISIONS AMPND GAME REFIEVM-95 DATE BI t 14 C H M A Kk SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT D►WING NO. DESCRIPTION: 25" brass disc stamped "ENC-39" 10 OF: P L!7 PER THE Surel F APP RO-1 0 QUANTITtES SUMMARY FOR SHEETS 6 39L FLAW LOCATION: Top of curb, NW Quad of Birmingham Dr. 40RIZOPITAt- DATE and Lake Dr., in the middle of return IIIo ATE: %5L14A4& Birmingham s 1-5 Pt4estrim, Improvements 1041-7-1 IL.C. E, No 2293J L VE"ICAL SLrlr_fL%N PET9A COTA?ROSMS ACIF 52176, RECORD FROM.- City of Encinitas EO 323.98 DATUM: NA VD88 W09K PA64ECTA4. tAfSOIE SHEET 7 OF 10 Y, �x2 SHEET ka CROSSWALK AND LIMIT LINE TYPE 38A SOLID TOTAL WIDTH= 8" TYPE I I I (L) ARROW TYPE I I I (R) ARROW WIDTH= 1' (SQFT) (42 SQFT) (42 SQFT) (22 SQFT) (SQFT) (SQFT) PAVEMENT DELINEATION AND SIGNS 42 42 44 120 37 285 3 R/&/,, I c4fta oP REVISIONS AMPND GAME REFIEVM-95 DATE BI t 14 C H M A Kk SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT D►WING NO. DESCRIPTION: 25" brass disc stamped "ENC-39" 10 OF: P L!7 PER THE Surel F APP RO-1 0 QUANTITtES SUMMARY FOR SHEETS 6 39L FLAW LOCATION: Top of curb, NW Quad of Birmingham Dr. 40RIZOPITAt- DATE and Lake Dr., in the middle of return IIIo ATE: %5L14A4& Birmingham s 1-5 Pt4estrim, Improvements 1041-7-1 IL.C. E, No 2293J L VE"ICAL SLrlr_fL%N PET9A COTA?ROSMS ACIF 52176, RECORD FROM.- City of Encinitas EO 323.98 DATUM: NA VD88 W09K PA64ECTA4. tAfSOIE SHEET 7 OF 10 NOTES: 1, SLOPE GRADE FROM SIDEWALK HINGE SHOULD NOT BE STEEPER THAN 2:1 2. MAX SLOPE OF PEDESTRIAN RAMP 8.33% 3. CONTRACTOR TO PROVIDE TRUNCATED DOMES IN COMPLIANCE WITH ADA REGULATIONS 4, PROVIDE MIN 4' WIDE CROSS WALK WITH MAXIMUM CROSS SLOPE OF 2% IN COMPLIANCE WITH ADA 5. CONTRACTOR TO PROVIDE LEVEL LANDING AT BASE OF PEDESTRIAN RAMP, MAX 2% SLOPE IN BOTH DIRECTIONS. 6. PROVIDE TRANSITION TO IMPROVEMENTS SHOWN ON SNIPES-DYE PLANS TO THE SATISFACTION OF THE CITY ENGINEER 7, ASPHALT OVERLAY TO BE TYPE C2-PG64-28TR 2 COLD PLANE AC OVERLAY: 2" COLD PLAN AC OVERLAY (MATCH EXISTING) CONSTRUCT PEDESTRIAN RAMP WITH TRUNCATED DOMES SDRSD G-27 INSTALL CURB INLET TYPE OL-21 SEE CALTRANS 2006 STND. D72, D74C, D78A MATCH SNIPES-DYE PLANS (SHEETS 1-6) OFFSET "BIR" 1460+77,34 BEGIN 5' SIDEWALK SDRSD G-7 G-2 TIE-IN TO EXISTING DIKE END CURB AND GUTTER 19.63 Lt "BD-4" 2135+62.00 BEGIN CURB AND GUTTER TAPER 18-35 Lt "BD-4" 2135+56.83 CONSTRUCT TYPE A-8 C.O. AS PER SHEET 3 CONSTRUCT 18" HDPE STORM DRAIN SEE SHEET 9 -, 70 BC 2139+21.93 II Iu 00 k i �� �' 010M 00 '=f < '7 END 2" COLD PLANE AC OVERLAY "13D-4" 2135+50.00 BEGIN 2" COLD PLANE AC OVE.'I_AY "BD-4" 2134+79.30 MATCH EXISTING LIP OF GUTTER 1-70 15 0 30 60 F = vj I _j �6 C* Al L I N E N 7�/\40'38.0 E T p 'u 1 21 34+5)4.35 1 62 1 1-41 1459 LAA 140 T- -----__--- 4 AL 41 _j wj -A i Ir co IT C11 % N.. C2231 CIVIL jI OFC L j - — -------------- ---- — ------------- -- T, r 0 OF "NOTIRk 'IN Elr-_,�GINE 'IHIN" R A W "N'G P11ROVED DATE REFERENCTS PATIE q PI OVALS 17Y Of 1EP,41 P A'--- F E N G ,� I v _1 1IF'R" VEN1ENT P' LAN FOR DESCRIPTION: 2.5" brass disc stomped "ENC-39" 1 IANS PREPARED UND R THE STJ1PEPV_11�"0N OF APPRO& zw L OCA TION. Top of curb , NW Quad of Birmingham Dr. ao.al 1, DAI'E� *//Or e, n te -c'�i' a 1 1 X I I v J 1 r Y, i -i n g h al� and Lake Dr., in the middle of return - BY: DATTE z _C1101a fs 10417-1 Q.C.F. NO. 22312 0 RECORD FROM: City of Encinitas LER07Y BODAS TR C TA RO(�LL_S" W"E 52176' ELEVATION: 323. 98 DATUM: NA VD88 - ­ E F " 23.83 Lt "BIR" 1461 +50.00 FLOWLINE LIP OF GUTTER r I PLAN P� 6R Outlet NOTE: SEE CALTRANS 2006 STANDARD PLAN D72, D74C AND D78A Ou LICV I JU.VU SECTION A —A R/W EXISTING CONC. CURB/ GUTTER EXIST. AC PAVEMENT GRIND & OVERL, PROVIDE SM00 TRANSITION PROPOS PER GE RECOW 4" AC/ Conc CURB AND GUTTE L DIKE TRANSITION CURB AND GUTTER TO DIKE "BD-4" Sta 2135 +56.83 OFFSET TO Sta 2135 +62.00 OFFSET Li sai�p'Co2 °j. m c pi bi REVISION'S APPROVEo DArrE "sERtNCFs opts BENCHMARK SCALE ENGINEER. OF WORK APPROVALS CITY OF ENCINITAS ENGINEEI'Ift DEPARTMENT DRAWING N0. DESCRIPTION: 25" brass disc stamped ENC -39" PL ►NS RfPAR£D VNQER T{EE SUPERvMS�o. Of pPPROVEC 1DEfAiLS E4R, HC2�ao ►� NLA 3 q // n' { LOCATION: Top of curb, NW Quad of Birmingham Dr. Birmingham at 1 -5 P�°des'tr1avi Im rOff/e eI�1AJ 1 04 -4 7 and Lake Dr., in the middle of return DATE RECORD FROM: City f Encinitas VfRTlm N/.� Eao'1" sobm R.C.E. N0 tt31L P[PAR CoTA- RDREES RC- E&17to y DtP o4130 if WORK PROJECT NO. C�1E ELEVATION: 323.98 DATUM: NA VD88 sH E ET Rig, yqM I DR IN GE INLET _ FINIS RA E C NS RU -- T MIDRDVEVIEN TS - - - — IMPROVE ME TS AS PE SHEET I I , _ o N y 1 v o I � I j _ ^ LLI CN o � N -I U? x — — — _ , I _ VJ - '.. X_ I T. CONC SWA E; A CU1�. 35 46 5 ATH AS PER SHE T T P ON D 39 w ry AS SH W4 0 HEFT o Q J - ' -24'RP 2.% ° j (35 —D) AS SHOWN ON SHEET 3 Lv J L- CL ; I U� I PR FI : 11 ° H PE DRA N ! j 23.83 Lt "BIR" 1461 +50.00 FLOWLINE LIP OF GUTTER r I PLAN P� 6R Outlet NOTE: SEE CALTRANS 2006 STANDARD PLAN D72, D74C AND D78A Ou LICV I JU.VU SECTION A —A R/W EXISTING CONC. CURB/ GUTTER EXIST. AC PAVEMENT GRIND & OVERL, PROVIDE SM00 TRANSITION PROPOS PER GE RECOW 4" AC/ Conc CURB AND GUTTE L DIKE TRANSITION CURB AND GUTTER TO DIKE "BD-4" Sta 2135 +56.83 OFFSET TO Sta 2135 +62.00 OFFSET Li sai�p'Co2 °j. m c pi bi REVISION'S APPROVEo DArrE "sERtNCFs opts BENCHMARK SCALE ENGINEER. OF WORK APPROVALS CITY OF ENCINITAS ENGINEEI'Ift DEPARTMENT DRAWING N0. DESCRIPTION: 25" brass disc stamped ENC -39" PL ►NS RfPAR£D VNQER T{EE SUPERvMS�o. Of pPPROVEC 1DEfAiLS E4R, HC2�ao ►� NLA 3 q // n' { LOCATION: Top of curb, NW Quad of Birmingham Dr. Birmingham at 1 -5 P�°des'tr1avi Im rOff/e eI�1AJ 1 04 -4 7 and Lake Dr., in the middle of return DATE RECORD FROM: City f Encinitas VfRTlm N/.� Eao'1" sobm R.C.E. N0 tt31L P[PAR CoTA- RDREES RC- E&17to y DtP o4130 if WORK PROJECT NO. C�1E ELEVATION: 323.98 DATUM: NA VD88 sH E ET 459 'ell k, �-o Ln Fiz Type III (R) Arrows 8" WHITE LINE (L=55)) R 1 -1 (NEW OR RESET) AND K 5-1/R 5-1a (NEW OR RESET) APPROVED i Ulff REFERENCES DATE BENCHMARK SCALE DESCRIPTION: 2.5" brass disc stamped "ENC-39" LOCATION: Top of curb, NW Quad of Birmingham Dr. and Lake Dr., in the middle of return RECORD FROM: City of Encinitas V91MCM, WA ELEVATION: 323. 98 DATUM: NA VD88 Type III (L) Arrows 61 "s " \ \ 12" WHITE LINE (L=45 AND 72') e. ENGINEER OF WO RY, nA95 PapAtsw upibEv, TOE SuprlkvjSy OF RECOMMEADO 0 AT E: 01.. 1?41 64!�4 0.G. E. No L2311 L'EW 500p ZX?, A130/1, I Ava Riau 414 Prim Cd1A-x0M5' let 52176 A it I MEN 20 0 20 40 NEEL 13®' C111 Of ENCINtTAS EIA'GiNEEILINfA DEPJklUMENT 140._ fRETWAI OFFRA-Mv 5711PV144 KAW fop. 13i r m Ingham at 1-5 Pedestr\&Y% Improvements 10417-1 400 Pits)RT Na, CM560 E SHEET 10 Of to