Loading...
2013- 0097 SI (Plans)DID 9025 $(2 PSeguo REQUEZA ST LEUCADIA BLVD. C Lu ENCINITAS \ E FE DRIVE o 2 2 BIRMINGHAM AO.14t DRIVE S21 E\STY I 5 €aryy Z. o & SAN S21 ELI JO LAGOON S11 VICINITY MAP NOT TO SCALE ao U 5 SHEET INDEX 2 3 IMPROVEMENT PLAN4 HARDSCAPE IMPROVEMENT PLAN5 DESCRIPTION TITLE SHEET INDEX MAP, TYPICAL SECTIONS & DETAILS DEMOLITION PLAN SHEET 1 IN THE F ENCINITAS 5. 6. 7. NOTICE: NOTICE: BASIS OF COORDINATES THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND FACILITIES PRIOR TO THE START OF ANY WORK, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS, TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY. TELEPHONE: (800) 422-4133 FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA. TELEPHONE: (760) 633-2709. c)THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. BEARINGS AND COORDINATES SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (EPOCH 1991.35), ZONE 6 BASED LOCALLY UPON THE FOLLOWING NORTH COUNTY TRANSPORTATION DISTRICT STATIONS AS PUBLISHED BY THE NORTH COUNTY TRANSPORTATION DISTRICT. THE CONTRACTOR SHALL REQUEST MARK-OUT OF EXISTING UNDERGROUND UTILITIES BY CALLING UNDERGROUND SERVICE ALERT AT 1-800-422-4133 AT LEAST THREE DAYS PRIOR TO ANY CONSTRUCTION. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 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 ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 12. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. 8. a)THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS,AND THE SPECIAL PROVISIONS FOR THIS PROJECT. d)THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. b)THE CONTRACTOR SHALL NOTIFY THE AT&T TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. TELEPHONE: (858) 886-2863 10. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACE BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 9. 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: (760) 633-2770. 11. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. NOTICE: ALL GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS”. FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422-4133 SIGNING & STRIPING PLAN6 STATEMENT OF ENGINEER OF WORK PROJECT LOCATIONBENCHMARK RQ0FESS/0,BY:43KATHARINE E SHATILA,RCE 75061 DATE S G? NO. 75061 Pr ——5) ■■ ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE FOLLOWING NORTH COUNTY TRANSPORTATION DISTRICT BENCH MARKS. NOTE: NGVD29 ELEVATION +2.15 FEET = NAVD88 ELEVATION. THIS DELTA WAS CALCULATED THROUGH THE NATIONAL GEODETIC SURVEY (NGS) VERTCON TOOL. as m NORTHWEST CORNER OF SOUTH COAST HIGHWAY 101 AT K STREET ENCINITAS, CALIFORNIA 92024 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER’S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. c CD| —.CIVI “FoFCAU” GENERAL IMPROVEMENT NOTES 1. PLANS FOR THE CONSTRUCTION OF2. K STREET TRANSIT STOP AND3. PEDESTRIAN IMPROVEMENTS4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 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. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS’ PUBLIC ROAD STANDARDS. ’R’ VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. PROJECT LOCATION WORK TO IBE DONE ABBREVIATIONS LEGEND ITEM SYMBOL CURB AND GUTTER PROPOSED CONCRETE SIDEWALK AlN SDPROPOSED SIDWALK UNDERDRAIN 212 Ie EXISTING CONCRETE EXISTING EDGE OF PAVEMENT EXISTING WALL EXISTING FENCE EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SEWER MANHOLE EXISTING MAILBOX EXISTING SIGN EXISTING TREE 1 PROPOSED CONTOUR EXISTING CONTOUR CURB RAMP WITH TRUNCATED DOMES LIMITS OF WORK/DAYLIGHT LINE EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE 5. 6. AB AC APN BC BCR BVC C&G CO CONC EC ECR EOP EP EVC EX FG FL FS GV HP IE LF LP MB PCC PCC PP PRC PRV PVMT RET RIM SCO SD SDG&E SDRSD SMH STD SWK TB TC TS WM WV SDWO WAS SEWER MANHOLE STANDARD SIDEWALK TOP OF BERM TOP OF CURB TRAFFIC SIGNAL WATER METER WATER VALVE SAN DIEGUITO WATER DISTRICT WATER AGENCIES' STANOARDS THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS: 1. 2. 3. 4. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK”) STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD AGGREGATE BASE ASPHALT CONCRETE ASSESSOR’S PARCEL NUMBER BEGIN CURVE BEGIN CURB RETURN BEGIN VERTICAL CURVE CURB & GUTTER CLEAN OUT CONCRETE END CURVE END CURB RETURN EDGE OF PAVEMENT END POINT END VERTICAL CURVE EXISTING FINISH GRADE FLOWLINE FINISH SURFACE GAS VALVE HIGH POINT INVERT ELEVATION LINEAR FEET LOW POINT MAILBOX PORTLAND CEMENT CONCRETE POINT OF CONTINUOUS CURVE POWER POLE POINT OF REVERSE CURVE PRESSURE REDUCING VALVE PAVEMENT RETAINING RIM ELEVATION SEWER CLEANOUT STORM DRAIN SAN DIEGO GAS & ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWING ----- 1---- ----.R/W------ PLANNING ■DESIGN ■ CONSTRUCTION CONSULTING 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNA 92008-4386 760 476 9193 • FAX 760 476 9198 • wwwfiBF.com SAN DIEGUITO WATER DISTRICTUnderground Service Alert CALL BRORE YOU DG REVIEWED BY: DATE:wo Maas am am TO DE CAIL TOLL FREE 1-800 422-4133 APPROVALSSCALE SPECIAL DISTRICT CI TY OF EN CINI TAS ENGINEERING DEPARTMENTBENCHMARK DRAWING NO.APPROVED DATE REFERENCES DATE 06-14-13 PLANS PREPARED UNDER SUPERVISION OF PUBLIC IMPROVEMENT PLANS FOR:RECOMMENDED APPROVED TITLE SHEETAS SHOWNHORIZONTAL 0097—SI4K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTSBY:BY:DATE:ENGINEER:VERTICAL AS SHOWN KATE SHATILA DATE: 6/273 CIP PROJECT NO. CS13B, 05-088 DR/CDPDATUM: SD COUNTYELEVATION: 76.506 12/31/13 DATE:EXP.75061 SHEET 1 OF 6R.C.E. NO. 0-1-13 0-30-13 BENCHMARK: DESCRIPTION: LOCATION: OC-0139 BRASS DISC STAMPED OC 139 SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET AND HWY 101 IN ENCINITAS REVISIONS A ADDENDUM #1 7a RODENOUM #2 (3 810KETENT\ON OETAIL AAS-OULr _ . . .. ELEVATIONNAME 324 38.42 99.68325 326 81.79 EASTINGNORTHINGNAME 1951720.50 6245576.45324 6242845.71325 1957445.59 1961544.87 6255351.21326 aaSAN-Nd±0530SANELIJO AVg00CO (o48EL CAMINO REAL*69*DSET:\PDATA\133797\CADD\LAND\DLV\IMPR0VE\133797-01-TS.DWG ESAMPSON 6/12/13 3:08 pm DID 9025 REMOVE EX. 6” AC BERM 6” CURB AND GUTTER PER SDRSD G-2 OVER 4” CLASS II AB 8’ RAISED MEDIAN »9 991212 GRIND ALL AC COLD JOINTS FOR MINIMUM 1.5” AC OVERLAY in CURB OPENING NOT TO SCALE COBBLESTONE MEDIAN ISLAND5NOT TO SCALE PIPE TO BE FINISHED FLUSH WITH CURB A 2’ BENCH 1’ (TYP) X. GROUND (APPROX) 6” CURB AND GUTTER W/OPENINGS PER SDRSD G-2 AND DETAIL 3 (HEREON) OVER 4” CLASS II AB TYPICAL SECTION NTS R/W 95.4 EX. GROUND (APPROX MAX 2% SIDEWALK PER SDRSD G-7, G-9, & G-10 1 l 1:2vPROPOSED PAVEMENT PROPOSED 6” CURB SIDES (TYP) 2% wesheei ?r VEXISTING PAVEMENT NOTES: 6” CONCRETE MORTAR BED 95% COMPACTED SUBGRADE 2 27 PITCH BOTH1/4” PER FOOLsuvepee 3‘at AMetto seESoes 6 is : s tls GUTTERe C CURB FACE — CO V : GUTTI m CXI in 6 Z2OPTIONAL BREAK LINE FOR CUTS IN EXISTING CURB & GUTTER T! !I ??PROPOSED 6LCURB & GUTTER 8’7’R/W 1 3 915 3 WIDTH VARIES 1 V V Y TYPICAL SECTIONB NTS BIORETENTION AREA PER DETAIL 1 HEREON I l MAX 2% MAX 2% CONSTRUCT CEMENT STABILIZED DG WALKWAY DRAINAGE SWALE DETAIL2NOT TO SCALE 2. SEAL FINAL SURFACE WITH WATER SEALER. 1. AFTER THE COBBLESTONE HAS BEEN SET INTO THE MORTAR, THE EXCESSIVE MORTAR IN BETWEEN THE JOINTS OF THE COBBLESTONES SHALL BE CAREFULLY REMOVED AND RAKED IN A SMOOTH JOINT (NO PROTRUSION OF MORTAR WILL BE ALLOWED). PROPOSED FULL DEPTH SECTION AEXISTING AC ..3 ) (.575*YA A L EXISTING BASE-1 INSTALL STRESS-RELIEVING FABRIC UNDER AC. FABRIC SHALL BE GlasPave25 OR APPROVED EQUAL. XX 8 DG WALKWAY17 ‘3 VARIES 1 2 6 3 4 MAE5:1 1 5P 13— I < HI—II ——(HllIEE 3918G PER PLAIXXX 2—J—EI—-IT 48MMMMHEHTEHI03—E 7ALLM-LE AlLALHLHLHLHLHLHLHLLHL-LFI——E LEGEND: ADJACENT MATERIAL PER PLANS SUBGRADE 18” BIO-FILTRATION SOIL LAYER IMPERMEABLE LINER BIORETENTION AREA NOT TO SCALE SAN DIEGUITO WATER DISTRICTUnderground Service Alert CALL BEFORE YOU D REVIEWED BY: DATE:TOO rasas BUS era TOO KG O ® ® ® 6” PONDING DEPTH A — । —HEI —— । — । । — । — । — I — । — । — । — । — । I ——-mLLILLLLLLL CAIL TOIL FREE 1-800422-4133 SMALL COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS LARGE COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS MEDIUM COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS PLANTING IN SWALE PER LANDSCAPE PLANS (BY OTHERS) (7) X eilli— (A SAWCUT DETAIL T NOT TO SCALE ' S <Wy.■DESIGN ■PLANNING CONSTRUCTION ■ ■■ CONSULTING — rco l wOFEsS/0w, 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 - FAX 760.476.9198 ■ www.RBF.com < NO. 75061 Heve ST •.CIVIssS1£oF CAWV 5‘± 3 2 4: 1MAX4: A —6" MIN. LEGEND: ®LARGE COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS (2) MEDIUM COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS SMALL COBBLE - PER LANDSCAPE DRAWINGS, BY OTHERS FINISH GROUND: PLANTING. REFER TO LANDSCAPE PLAN (BY OTHERS) 15’ SIDEWALK REMOVE AND REPLACE EXISTING SIDEWALK PER SDRSD G-7, G-9, & G-10 BIKE LANE 1’ (TYP) rrVARIES - SEE PLAN SET 4”-8” DIA. WATER-WORN STONE (LODI OR EQUAL) INTO MORTAR 2/3± THEIR THICKNESS IN A NEAT AND CLEAN MANNER WITH MIN. MORTAR SHOWN SPECIAL DISTRICT APPROVALSBENCHMARK SCALE CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.APPROVED REFERENCES DATE DETAILS AND TYPICAL SECTIONS FOR:PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED AS SHOWNHORIZONTAL 0097—SIK STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTSBY:BY:DATE:ENGINEER:VERTICAL AS SHOWN KATE SHATILA 6//3//3©/2-/3 CIP PROJECT NO. CS13B, 05-088 DR/CDPELEVATION: 76.506 DATUM: SD COUNTY 12/31/13 DATE:DATE:SHEET 2 OF 6EXP.75061R.C.E. NO. DATE 07-30-13 BENCHMARK: DESCRIPTION: LOCATION: OC-0139 BRASS DISC STAMPED OC 139 SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET AND HWY 101 IN ENCINITAS REVISIONS (3 810 RETENTION DETAIL AAS-8ULT i SAWCUT LINESAWCUT LINECURB LINESAWCUT LINESAWCUT LINE' fSAWCUT LINE00SAWCUT LINEDSET.022H:\PDATA\133797\CADD\LAND\DLV\IMPR0VE\133797-02-DT.DWG ESAMPSON 6/12/13 3:10 pma DID 9025 DEMOLITION NOTES PROTECT IN PLACE. SAWCUT EX. PAVEMENT PER DETAIL 4 ON SHEET 3. FULL DEPTH AC PAVEMENT REMOVAL. REMOVE EX. AC BERM SEE SEE REMOVE EX. PCC CURB, GUTTER, AND SIDEWALK. SIDEWALK TO BE REMOVED AT THE NEAREST JOINT. ADJUST TO FINISH GRADE. REFER TO IMPROVEMENT PLAN. (7) REMOVE AND SALVAGE EXISTING SIGN AND POST. : SHEET 5 FOR RELOCATION. (8) REMOVE CONFLICTING PAVEMENT MARKINGS. - SHEET 5 FOR LIMITS OF REMOVAL (9) REMOVE EXISTING TREE. EXCAVATE 3’ DEPTH AND 6 - FOOT DIAMETER AROUND TREE. P P /EX. RAMP(4 1 4 1150 COAST HIGHWAY Q3 ■|) LIGHTPOLEXXXX COAST HIGHWAY 2) /1140 COAST HIGHWAY XV7 R/w\ CI 4 1)LIGHTPOLEWO \ Y y1X7 7 XA46KXA\1 <7 \ 0 V A \y/Vcunes ACPYGUY( 1 R/wX4\VV\YX VVV “l yY 4 7r2 /FOrE 8 7(O213vA 251L___375 18)TYP.2 o Vy yW A to / / — o N 1,958,633.47 E 6,242,113.74 W V 1 1 a0 Ao” PALM (9 We c) / II ! N 1,958,554.43 E 6,242,220.79 N 1,958,587.79 E 6,242,157.39 / / / XV N 1,958,808.83 E 6,242,116.34 YA POWER POLE W/LIGHT — -R/W-------------- POWER POLE(1 V Y C V V Y V/ 1 <7/4 C A XX WX 6% XC3) C V WXCY/'AVC // / / <YA A A VCXXSA< S WAV A WA 4 SAWCUT DATA TABLE RADIUS 22.50’ 12.50' I NOTE SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT 3.00’ 36.00’ 36.00’ 3.00’ 17.50’ 22.50’ 37.50’ LENGTH 2.49’ 16.06’ 8.09’ 15.00’ 15.94’ 41.53’ 2.50’ 11.69’ 7.84’ 19.02’ 19.02’ 5.90’ 2.50’ 20.02’ 11.90’ 15.13’ 69.03’ 113.82’ 09 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 BEARING/DELTA NO5°59’49”W N63°27’17”E 20’36’03” N84°03’20”E 73’04’55” N22’51’45”W N67’08’15”E N22"51’45”W 149’43’38” 30’16’22” 30’16’21” 112’37’53” NO5’59’49”W N83’38’35”E 38’57’13” 38’31’58’’ 105’28’33” N21’24’43”W BUILT 22.50’ 7.50’COAST HIGHWAY 101 32N 66’56’51 E 76.86 N 05’05’01 39 W N 86’20’51 99 E SCALeoQ0FESS/o, E.YSE. yCo—TCD m r N 23’03’09” W N 67’00’59” E SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT N 84’54’59” E N 05’05’01” W N 06’21’25” W 5.00’ 2.50’ 7.00’ 2.46’ 37.58’ 2.50’ 37.44’ 31.33’ 31.31’ 17.37’ 15.73’ 7.81 ’ 2.98’ 1.00’ 19.00’ 1 .00’ 6.87’ 5.00’ N 06’21’25” W N 22’11’38” W N 22’11’38” W 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A NO. 75061 — eve sta •.CIVWss $16oF cAUSY 44’13’15” N65’37’58”W 59’38’58” N84’00’11”E N66’35’32”E N23’24’28”W N66“35’32”E N 23’03’09” W 1 $20, 40 6020100 20PLANNING■DESIGN ■CONSTRUCTION 1”=20’SCALE: ■■ CONSULTING 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 * FAX 760.476.9198 » www.RBF.com SAN DIEGUITO WATER DISTRICTUnderground Service Alert CALL B&FOR YOU DG REVIEWED BY: DATE:no wane Days SKK YOU ® CALL TOLL FREE 1-800 422-4133 SPECIAL DISTRICT APPROVALSBENCHMARK SCALE CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.APPROVED DATE REFERENCES DATE BENCHMARK: OC-0139 DEMOLITION PLAN FOR:PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVEDDESCRIPTION: BRASS DISC STAMPED OC 139 AS SHOWNHORIZONTAL 0097—SILOCATION:K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTSBY:BY:DATE:ENGINEER:VERTICAL AS SHOWN KATE SHATILA 6/78/78DATE: 6 /2:/3 CIP PROJECT NO. CS13B, 05-088 DR/CDPELEVATION: 76.506 DATUM: SD COUNTY 12/31/13 DATE:SHEET 3 OF 675061EXP.R.C.E. NO. SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET AND HWY 101 IN ENCINITAS REVISIONS A AS-sUtLT @@ ®@@0D SETH:\PDATA\133797\CADD\LAND\DLV\IMPR0VE\133797-03-DM.DWG ESAMPSON 6/12/13 3:11 pm DID 9025 0.05% 18/77EXISTING 16’GROUND * PROPOSED TC 0) 20' VC I @ 10+45.3} EL = 74.01 K = 2.29 O 70 NORTH CURB RETURN PROPOSED TOP OF CURB PROFILE PI @ 0+58 EL = 74.61 K = 9.54 @ CONSTRUCT TRUNCATED DOMES PER SDRSD G-30, WIDTH3’ MIN 99SCHD 40 SLEEVES 6” APART AT 36” DEPTH 14) INSTALL (2) 2 1/2” SCHD 40 SLEEVES 6” APART AT 18” DEPTH U) ■ SIDEWALK UNDERDRAI / CONSTRUCT MODIFIED TYPE ‘D‘ CURB RAMP (6' WIDE) PER SDRSD g -4 UITTII -PAA-mF PAme PPD cppcr Atg W99TEII—9 AATA70G-31 WITH TRUNCATED DOMES PER SDRSD G-30, WIDTH=3’ MIN. (30) INSTALL ELECTRIC METER WITH MILRANK METER PEDESTAL, STAWLLESS STEEL 100 A 120/240 V I-PHS WITH Is AMP BREAKER MRQYED*IRRGATON" (32) SDWO TO INSTALL 1“ WATER SERVICE AND 1.5“ WATER. METER WITH CATHODIC PROTECTION PER SDRSO Ws-02 AND whs wc-I, INCLUOIN@ TRENCH. COHTRACTOR TO RSSOR.FACE AND Bri6 TRENC# TO FIL GRfDE. 13) INSTALL (3) 4" @ CONSTRUCT CONCRETE BUS STOP BENCH AREA @ INSTALL COBBLESTONE HARDSCAPE PER DETAIL 5 ON SHEET 2. (36) CONSTRUCT 2.5’ TRENCH AND RESURFACE PER CITY OF ENCINITAS 7 UTILITY TRENCH BACKFILL AND RESURFACING STANDARD (APPENDIX 2.4) (37) INSTALL QUICKCRETE 84” VICTORIA CONCRETE BENCH, CHOCOLATE 1 BROWN COLOR T1 SMOOTH FINISH, STANDARD GLOSS FINISH, WITH CENTER ARMREST PROVIDE 1". CONUnT WITH LONG SWEEP (TO IRRIGATION CONTROLLER) SY OTHERS. CooDINATE WITH SDGt. (31) IRRIGATION CONTROLLER L 8Y OTHERS'! (1) CONSTRUCT TYPE ’G’ CURB & GUTTER PER SDRSD G-2. @ CONSTRUCT 6” CURB PER SDRSD G-1. (3) CONSTRUCT TYPE ’A’ CURB RAMP PER SDRSD G-27 WITH 7 TRUNCATED DOMES PER SDRSD G-30, WIDTH=3’ MIN. (4) CONSTRUCT PCC DRIVEWAY. 5.5” PCC OVER SUBGRADE COMPACTED 7 TO 90%. SEE HARDSCAPE PLAN SHEET 5 FOR COLOR AND FINISH. (5) CONSTRUCT PCC SIDEWALK PER SDRSD G-7, G-9 & G-10. SEE 7 HARDSCAPE PLAN SHEET 5 FOR COLOR AND FINISH. @ CONSTRUCT BIORETENTION AREA PER DETAIL 1 ON SHEET 2. @ CONSTRUCT DRAINAGE SWALE PER DETAIL 2 ON SHEET 2. @ INSTALL SIDEWALK UNDERDRAIN PER SDRSD D-25. LENGTH PER 1 PLAN. @ CONSTRUCT CEMENT STABILIZED DG WALKWAY @ CONSTRUCT TYPE ’C' CURB RAMP PER SDRSD G-29 @ ADJUST VALVE TO GRADE SHARED DRIVEWAY PROPOSED FINISH SURFACE PROFILE 20’ VC 20’ VC PI @ 2+40 EL = 76.13 K = 3.74 20 VC PI @ 0+95 EL = 76.20 K = 4.60 O PROPOSED TC 70 EX I ST I NG GROUND —---- \ \ 0.10% CONSTRUCTION NOTES SOUTH CURB RETURN PROPOSED TOP OF CURB PROFILE 2.2% 20 VC PI @ 0+50.00 EL = 75.19 K = 5.80 A 1 ANO(1 S" 6cHO 40 ) NOTE: FOR CONCRETE PAVING COLOR AND FINISH SEE HARDSCAPE IMPROVEMENT PLAN SHEET 5. U2. (ss) FUANS* AaO STALL BACYFLoW PRESHTSR PER. S0R50 WR.-04 @ INSTALL (o) 2 1/ SLEEveS ©" APART AT 18" DEPTH. SCALE: HORIZ. 1= 20’SCALE: HORIZ. 1”= 20’SCALE: HORIZ. 1”= 20’ 1”= 4'1”= 4’1”= 4’VERT.VERT.VERT. / 4 1150 COAST HIGHWAYY 1310+00.00 I-MATCH EXAt 381/(73.88 EG)“72.80 FS/FL t 'Ll’MATCH EX.0+20.00 BC(1 I 73.66 P 1140 COAST HIGHWAY1T73.41 FL 14)11 R/w (74.35 EG)0+11.39 PCC 60+32.58 PCC(O S (74.57 EG) (36)$ L=19‘(8 74.08 ESZ0+47.04 PCC 7 f?6 1 5 %37 2%5.05 FS 14574.10 FS------ R/W-------------- (75.72 EG)0+24.38 EC 11 R/w34J%10 ,14 FS 25.’84.W1f 10+39.38 BC 1 73.56 FL14%62.75’00 A3)<76.01 TC 73.88 FL124)1 \(7)7574.75 TC/FL 0+54.04 EC 3 75 4OLey74.24 FS,74.38 FSco (19)74.80 TC/FL 1olV15 2+44.64 EC=== \1+V 912O 76.09 TC 76.13 TC/2 1+14.23 EC 35 1+97.05/2+13.0576.25 TC CDN >N COAST HIGHWAY 101 7 74 0 73.51 FL _ 73.90 FS / / (1 0+00.00 EC MATCH EX, ’ (75.32 TC) MATCH EX. 73.97 FS 73.47 FL (75.30 TC) MATCH EX. Ol A T- Ta SEE CURB TRANSITION DETAIL HEREON (73.67 EG) MATCH EX. Is o —32 / — oI / / (74.01 F y 2+69.23 EC 1 MATCH EX. 0+95.58 \ MATCH EX, (9) Y XV (74.78 EG) (74.85 EG) 75.46.EG)) M] 7/ 1’ WIDE BERM Z 74.24 FS (74.67 EG) (74.71 EG) 76.13 TC (74.79 EG) 75.63 FS ' 76.11 TC 75.61 FS 2+28.05 BC 74.24 FS/ 75.23 FS $. (73.76 EG) //MATCH EX. S '74.58 TC 74.20 FS272—173.99 FS 2349 FL (1) 2 a." 74.14 FS e73.31 FL—T 74.10 FS/ 74 10 FS r—- AWR, —74.03 FS. 74—7—2 00— -------- ( 9- I I 2+60.38 BC.16 s- MAYV75.11 F 1 75.95 TC 7-=== “73.78 FS Tter X. CAUTION! ! 4” HIGH PRESSURE GAS LINE SC4e1”R0ESS/o,, E.520*3S20 10 0 20 40 60 PLANNING DESIGN •CONSTRUCTIONC [l—2 4 NO. 75061 LFSCALE: 1”=20’ ■■■ CONSULTING m 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 ■ FAX 760.476.9198 - www.RBF.com Ve S7 J.CIVIs "For cAW” 4 y G? BIORETENTION AREA.IMPORT TOPSOIL FOR UPPER 24 INCHES. COMPACT TO 90% RELATIVE COMPACTION. NOTE: REMOVE AND EXPORT EXISTING SOIL 24 INCHES BELOW FINISH GRADES IN ALL LANDSCAPE AREAS OUTSIDE OF CURB DATA TABLE RADIUS 710.00 BEARING/DELTA N22’51’45”W 73°04’55" N84°03’20”E LENGTH 41.53’ 12.76’ 15.00’ 1 2 3 NOTE 6" CURB & GUTTER 6” CURB & GUTTER 6” CURB & GUTTER APPROVALSBENCHMARK SCALE SPECIAL DISTRICT CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.APPROVED DATE REFERENCES DATE IMPROVEMENT PLAN FOR:PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED AS SHOWNHORIZONTAL 0097—SI K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTSBY:BY:ENGINEER:DATE:VERTICAL AS SHOWN KATE SHATILA 4/3/a CIP PROJECT NO. CS13B, 05-088 DR/CDPELEVATION: 76.506DATUM: SD COUNTY 12/31/13 DATE:75061 EXP.R.C.E. NO. BENCHMARK: DESCRIPTION: LOCATION: OC-0139 BRASS DISC STAMPED OC 139 SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET AND HWY 101 IN ENCINITAS 00-10-12 o-t-ts REVISIONS A RDDENDVM #1 ( ADOENOVM*2 /4, AS-6UILT SHEET 4 OF 6 AS-BUILT 34°36’49” 35’16’01 99 9930’16’21 N83’38’35”E 38’57’13 38’31’58” 105’28’3399 20.00’ 8.50’ 0. 40%V73.88 FL 99-3 < —6" THICK 74.00 FS 1 (74.58 TC) MATCH EX. (74.68 TC) <74.06 FL) MATCH EX. **CURB AND GUTTER WITH CURB OPENINGS PER DETAIL 3 ON SHEET 2 SPACED 10’ ON-CENTER 20.00’ 20.00’ 2.00’ 20.00’ 20.00’ 35.00’ 2.00’ 35.00’ 35.00’ NOTE: CONSTRUCT 6” THICK CURB/GUTTER TRANSITION ROLL END (2’) OF CURB AND GUTTER 75.03 TC 12.08’ 12.31’ 5.23’ 33.27’ 5.23’ 18.49’ 18.49’ 20.00’ 13.60’ 13.45’ 64.43’ 113.82’ 15.44’ 15.73’ 8.85’ 19.00’ 6.00’ 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 11510 TRANS EXISTING CURB AND GUTTER CURB TRANSITION NOT TO SCALE 6" CURB & GUTTER 6” CURB & GUTTER 6" CURB 6” CURB 6” CURB 6" CURB 6" CURB 6” CURB & GUTTER 6” CURB & GUTTER 6” CURB & GUTTER 6” CURB & GUTTER 6” CURB & GUTTER** 6” CURB & GUTTER** 6” CURB & GUTTER** GUTTER 6” CURB & GUTTER 6” CURB & GUTTER 149’43’39” N22’51’45”W 149’43’38” 30’16’22” N21’24’43”W 44’13’15” N65’37’58”W 59’38’09” N22’51’27”W N84’34’10”E SAN DIEGUITO WATER DISTRICTUnderground Service Alert CALL BEFORE YOU DEGREVIEWED BY: DATE:WO Foan ME MOB YOU W [ CALL TOLL FREE 1-800 422-4133 1+97.0581+94.0576.16 TCI1+14.23 EC I76.19 TC I1+05.0076.20 TC0 BVCTCL 0+87.96 75.88 TC ;10+71.96%10+55.30 EVC74.19 FS82.70 .26 LIP75.18 LIP0+85 J 75.77CURB OUTLET 0+26.34 73.91 TC 73.41 FLN. \ 10+20.73!00«I /, 75.73 FS 10+35.30 BVC10+20.2375.73 FS3)2+60.3875.03 TC7091 , y 2+69.23 EC 74.68 TC75.84I2+44.64 EC 1I /75.76 LIP 2+16.05 j76.14 TC2+50.00 EVC75.59 TC2+30.00 BVC76.14 TC2+28.05 BC76.14 TC0+78.5575.33 TC :o%0+68.00 EVC74.39 TC0+48.00 BVC75.04 TC 0+74.71T i74.37 TC0+47.04 PCC74.05 TC2+13.0575.77 LIP2+05.05 DWY (p75.77 LIP:c0+54.04 EPCCI" - n11.39.27 TC0+40.00 BVC75.23 TC T0+39.38 BC75.21 TCC+24.38 EC L74.71 TC... 1-----04 O a80+43.21-75.33 TC 0+46.20—...|75.03 LIP 0+50.73 175.12 LIP 0+54.91 )75.53 TCO/75.53 TC 0+60.00 E75.56 TC0+00.0073.89 TC0+95.5875.52 TCo co73.78 TC.58 PRC 1Q01 7££L 00'00+00+20.00 BCID SET202%H:\PDATA\133797\CADD\LAND\DLV\IMPR0VE\133797-04-IM.DWG KATE.SHATILA 6/12/13 3:21 pm DID 9025 ASBUILT Q. 4 I R/wi t ... j 0 74 7.D . i . •4 !0 ( >66R 0 7:4 7. 4 b V74- 4 T 0009 *,00090Q >61 JOo0.60” I ", i 75 -75-"t $ ■ < 9%. COAST HIGHWAY 101 OMAHA TAN MICROTECH WITH SAWCUT JOINTS PER DETAIL 1 HEREONWIDTH AS SHOWN ON PLAN j OMAHA TAN SANDBLASTAnel.g2 Aodoec-(1 SAWCUT JOINT, 1/2” DEEP, 3’ O.C.3 C000000 KAILUA SANDBLAST..it12” MIN CC.4 H5 A.1929299C STANDARD GRAY MICROTECHTHI10” MINWEAKENED PLANE JOINT-1 15 mi I IMPERMEABLE MEMBRANE.I9(3)4" CONC. PAVING, COLOR AND FINISH VPER NOTES CEMENT STABILIZED DECOMPOSED GRANITE (DG) GRASEPAVE2 PER DETAIL 2 HEREON GRASSPAVE2 DRIVEWAY DETAILCONCRETE PAVING WITH SAWCUT JOINTS NOT TO SCALENOT TO SCALE SCALe1”.w0rEsS/0w,10‘ C<SAN DIEGUITO WATER DISTRICTUnderground Service Alert PLANNING DESIGN CONSTRUCTION 302010105 0 CAL. was 100 HS REVIEWED BY: 1"=10‘SCALE: CONSULTING DATE:TOO KBK BBS WOK TOO OB APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.SPECIAL DISTRICTSCALEBENCHMARKAPPROVED DATE REFERENCES DATE 0-l-3 BENCHMARK:OC-0139 HARDSCAPE IMPROVEMENT PLAN FOR:PLANS PREPARED UNDER SUPERVISION OF RECOMMENDEDDESCRIPTION: BRASS DISC STAMPED OC 139 0097—SIAS SHOWNHORIZONTALLOCATION:K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTSBY:DATE:ENGINEER:VERTICAL AS SHOWN KATE SHATILA 4473/23DATE: 6/2 V 5 CIP PROJECT NO. CS13B, 05-088 DR/CDP12/31/13DATUM: SD COUNTYELEVATION: 76.506 DATE:SHEET 5 OF 6EXP.75061R.C.E. NO. isad CALL TOLL FREE 1-800 422-4133 / / / / / / 1= H PERMEABLE BASE MATERIAL NO. 57 AGGREGATE COMPACTED TO 95%. / / / GRASSPAVE2 SYSTEM. RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) HYDROSEED MIX SUPPLIED BY MANUFACTURER SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET AND HWY 101 IN ENCINITAS SUBGRADE COMPACTED TO 95%. GRADED TO DRAIN. 4" PERFORATED PVC DRAIN PIPE SURROUNDED BY 3” PERMEABLE BASE ./ ! :•.f. ».*7. 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 • FAX 760.476.9198 - www.RBF.com ■ /,i- ' \ • . 'ILL ( N8 @1/4” PRE-MOLDED EXPANSION JOINT SET BELOW CONCRETE SURFACE, SAWCUT CONCRETE 4” DEEP TO COMPLETE JOINT, 18' O.C. /•4 1 JA NO. 75061 H reeve sta oC/VWss / / / NY., /217 .y 148E REVISIONS A AOOENOUM#2 A AS-SUILT DSETH:\PDATA\133797\CADD\LAND\DLV\IMPR0VE\133797-05-HC.DWG ESAMPSON 6/12/13 3:14 pm DID 9025 INSTALL DOUBLE YELLOW CENTERLINE STRIPING PER CALTRANS STD. PLAN A20A, DETAIL 21. INSTALL 6” WHITE BIKE LANE LINE STRIPING PER CALTRANS STD. PLAN A24A, DETAIL 39. INSTALL 4” WHITE RIGHT EDGE LINE STRIPING PER CALTRANS STD. PLAN A20B, DETAIL 27B. 12” WHITE CROSSWALK PER CALTRANS STD. PLAN A24E. INSTALL 12” WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. INSTALL RED CURB PER SPECIFIED LENGTH. EXISTING TO REMAIN. FURNISH AND INSTALL SIGN(S) AS NOTED. REMOVE SIGN(S) AS NOTED. RELOCATE EXISTING SIGN PANEL. INSTALL ’’ONLY” PAVEMENT LEGEND PER CALTRANS STD. A24E. INSTALL ’’STOP” PAVEMENT LEGEND PER CALTRANS STD. A24D. INSTALL ”BUS” PAVEMENT LEGEND PER CALTRANS STD. A24E. iff NS SNS STREET NAME SIGN @)REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW EXISTING LANE DIMENSION 12’PROPOSED LANE DIMENSION P EXISTING SIGN (ONE POST) • NEW/RELOCATED SIGN (ONE POST) AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY SANDBLASTING. ACO IsTALL #" WWITE STRIVE AT “SO SPNCD.* %C LEGEND AND CONSTRUCTION NOTES SIGNING AND STRIPING NOTES: 1. 2. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD)A. CALTRANS STANDARD SPECIFICATIONSB. CITY OF ENCINITAS STANDARD DRAWINGSC. 3. ALL SIGNS SHALL BE DG3 SHEETING.4. 5. 6. 7. 8. ALL LIMIT LINE/STOP LINES, CROSSWALK LINES, PAVEMENT LEGENDS, AND ARROWS (EXCEPT BIKE LANES) SHALL BE THERMOPLASTIC. ALL STRIPING AND SIGNING SHALL CONFORM TO THE MOST RECENT ADOPTED EDITION OF THE FOLLOWING MANUALS: ALL SIGNING AND STRIPING SHALL BE INSTALLED WITH SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE. ANY DEVIATION FROM THE STRIPING AND SIGNING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND THE CITY ENGINEER PRIOR TO ANY CHANGES BEING MADE IN THE FIELD. CONTRACTOR SHALL NOTIFY CITY ENGINEER AT (760) 633-2705 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO AND UPON COMPLETION OF STRIPING AND SIGNING. ALL SIGNS SHOWN ON THE STRIPING AND SIGNING PLAN SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR, EXCEPT FOR EXISTING SIGNS SPECIFICALLY INDICATED TO BE RELOCATED OR TO REMAIN. INSTALLATION OF ALL STRIPING, SIGNS AND PAVEMENT MARKERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SIGNLEGEND STOP R1-1 SAN DIEGUITO WATER DISTRICTUnderground Service Alert CALL B&FORE YOU DG REVIEWED BY: DATE:HO ran MB BOS TOO 30 CALL TOLL FREE 1-800 422-4133 verEss/ow, m /< s3 <D ——< NO. 75061 C eve ST JCIVWss $1FoF CAU"Y SCAe1‘s20‘ APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENTSPECIAL DISTRICTBENCHMARK SCALE DRAWING NO.REVISIONS APPROVED DATE REFERENCES DATE 0610-IS SIGNING AND STRIPING PLAN FOR:SUPERVISION OFPLANS PREPARED UNDER RECOMMENDEDAS QUIT AS SHOWNHORIZONTAL 0097—SI K STREET TRANSIT STOP AND PEDESTRIAN IMPROVEMENTSBY:DATE:ENGINEER:VERTICAL AS SHOWN KATE SHATILA 6/73//3DATE: (=/2- /3 CIP PROJECT NO. CS13B, 05-088 DR/CDP12/31/13ELEVATION: 76.506 DATUM: SD COUNTY DATE:SHEET 6 OF 6EXP.75061R.C.E. NO. AS -UILT BENCHMARK: DESCRIPTION: LOCATION: OC-0139 BRASS DISC STAMPED OC 139 SET IN CONCRETE LIGHT BASE SOUTHWEST CORNER OF J STREET AND HWY 101 IN ENCINITAS A"DOENOUM *1 sxonur. “map. mo oam—ox / / ) 1 9 ' 1150 COAST HIGHWAY 0) ll4 E 8’ 12’3 ■5’ 1140 COAST HIGHWAY21 (RL RP 16’Jo * A RP *5 /o-*% N r 328069’(56 ’(6 12’RP RP% ) 91 29BUS STOP((RP RSC X1—430%RPA E 2 SOUTH COAST HIGHWAY 101 1 1 i L R1-1 SNS (2) / / / ’’BUS STOP”@ 2 YoL 0 W 4A / / / / / / / / -2 DESIGN ■PLANNING CONSTRUCTION 6020100 20 40 1”=2O’SCALE: CONSULTING 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008-4386 760.476.9193 ■ FAX 760.476.9198 • www.RBF.com H:\PDATA\133797\CADD\LAND\DLV\IMPR0VE\133797-06-PD.DWG ESAMPSON 6/12/13 3:15 pmID SET