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1995-4186 I (Plans) IMPROVEMENT PLANS FOR S'LY SIDE OF= VIA KAC:>N""TC:>F=1lC:> CITY OF ENCINITAS, CALIFORNIA GENERAL IMPROVEMENT NOTES DECLARATION OF RESPONSIBLE CHARGE 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 3, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED PA CIFIC OCEAN SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET AND THE FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS RIGHT -OF -WAY. SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE PROJECT, THAT I HAVE EXERCISED RESPONSIBR.E CHARGE OVER 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS Will BE REQUIRED PRIOR TO CONSTRUCTION. AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM CONSISTENT WITH CURRENT STANDARDS. 3, APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND PACIFIC COAST HW Y. PROJECT BOUNDARY. OF 9OX IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 1 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT REMEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO ACCORDANCE WITH SPECIFICATIONS. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Q CONSTRUCTION OF THE BERM, CURB, CROSS GUTTER, AND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH SAN DIEGO FRWY. PAVING. GRADE IN ORDER TO PRODUCE SMOOTH SURFACES AND UNIFORM TNT k ASSOCIATES, INC. M 5 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANK- 1100 TOWN k COUNTRY ROAD IM < WAEGANO VIA MONTORO FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A MENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED SUITE 1200 Q POFESSIA r_ WAY PROJECT SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ORANGE, CA. 92668 � !b D. k N! Z f4T KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES CONDITION. ALL STONES, ROOTS, AND OTHER EXPOSED WASTE (714)560 -8200 �Q`��kP �!! �% v AMI AL EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR MATTER SHALL BE REMOVED AND DISPOSED OF. EXCAVATION IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED 8Y: _��_ ___ DATE: _ _ __ N0.44341 ^' ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH SHALL BE REMOVED AND DISPOSED OF ALSO. THE TOE AND TOP - ' - IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE WILLIAM D. KELLER Exp. Ga)�W 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET GRADING ORDINANCE. R.C.E. NO. _�_ 44341 _________ _ EXP. DATE: JUNE 1997 * MOUNTAIN VISTA DR. BY WORE( TO BE DONE SHALL BE CONFIRMED BY FIELD MEASURE- 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE -- - -- - -- - - - -- MENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR MATERIAL SHALL BE COLLECTED, PILED, OR OTHERWISE Cryll WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO CONSTRUCTION NOTES AND QUANTITIES oF CA%0V_ VICINITY MAP UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. O CONSTRUCT DRIVEWAY PER SAN DIEGO STD. DWG G -26 2 EA N.T.S. BECAUSE OF THE ACTUAL LOCATION OF EXISTING FACILITIES. APPROVAL OF THE LOCATION OF THE DEBRIS FILL SHALL BE 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES TO THE DISPOSAL OF ANY SUCH MATERIAL. O2 RELOCATE TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLANS (SEE SHT. 3 OF 5)_ 1 EA AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENT- ATIVES. O3 RELOCATE EXIST. TREES AS REQUIRED 7 EA NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS O4 REMOVE EXIST. SIDEWALK 3150 SF PROJECT ARE "UNDERGROUND INSTALLATIONS. FOR WORK TO BE DONE THE LOCATION OF ELECTRICAL CABLES, GAS PIPING, O5 CONSTRUCT WHEELCHAIR RAMP PER SAN DIEGO S. 1 EA INDEX OF PLANS AND APPURTENANCES, CONTACT THE SAN DIEGO GAS k ELECTRIC COMPANY AT (800) 422 -4133. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD DWG G -27 TYPE A 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE PECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST E COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO O6 RELOCATE LIGHT STANDARD PER SAN DIEGO STD. DWG E -1 1 EA TITLE SHEET 1 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), O CONSTRUCT CONCRETE SIDE WALK PER SAN DIEGO STD . DWG G -7 3144 SF VIA M ❑NT❑RO PLAN & PROFILE 2 NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS, (LATEST BOUNDARY ARE "UNDERGROUND INSTALLATIONS". FOR EDITION). O8 CONSTRUCT 6" CF CURB k GUTTER PER SAN DIEGO STD. DWG. G -2 567 LF EL CAMIN❑ REAL & VIA M ❑NT ❑R❑ THE LOCATION OF CABLES AND APPURTENANCES, A. GENERAL TRAFFIC SIGNAL MODIFICATION 3 CONTACT THE PACIFIC TELEPHONE COMPANY AT O REMOVE EXIST. CURB k GUTTER AND /OR CURB 630 LF (SM) 422 -4133. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 10 SAWCUT A.C. PAVEMENT VIA M ❑NT ❑R❑ SIGNING & STRIPING PLAN 4 CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 667 LF PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF IF NEEDED. THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL 11 CONSTRUCT 4" AC OVER 6" AB (SEE GENERAL IMPROVEMENT NOTE 2) 3370 SF 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE STANDARD DRAWINGS. ANY CHANGES OR REVISIONS FROM THAT 12 RELOCATE EX. FIRE HYDRANT ASSEMBLY "UNDERGROUND INSTALLATIONS". FOR THE LOCATION OF SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2 EA TELEVISION CABLES AND APPURTENANCES, CALL 800 422 -4133. REQUEST FOR INSPECTION. ( ) 13 CONSTRUCT CURB INLET TYPE B -1 PER SAN DIEGO STD DWG D -2 1 EA 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL 2. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- REQUIRED TO PROTECT ADJACENT PROPERTIES DURING 14 RELOCATE WATER METER 1 EA WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED PROPOSED 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE SHALL BE REPLACED OR REPAIRED TO THE CONDITION 15 REMOVE EXIST. CATCH BASIN 1 EA SOUTH EXIST. EXIST. RELOCATED OUTSIDE THE AREAS TO BE PAVED. EXISTING PRIOR TO GRADING. R/W SOUTH N 3. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT 16 RELOCATE EXIST. SPRINKLERS k IRRIGATION LINE ADDITIONAL 4W R fw 13. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF AND ALLOW DEDICATION R NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL SEPARATE I 35' �I- 20' 10 BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIV INSTRUMENT 14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING 17 RELOCATE EXIST. SIGN 2 EA o' 25' SERVICES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL ENGINEER OR A LICENSED LAND SURVEYOR. I PROVIDE AL LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. 4• THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN 18 CONSTRUCT 6" CURB ONLY PER SAN DIEGO S. DWG G -1 102 LF 5r ' CALL (619) 633 -2770. ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE i 15. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, ANO 19 CONSTRUCT 24 RCP (CLASS IV) 4 LF FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND a BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE i � I I RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL REGULATIONS. 20 CONSTRUCT CONCRETE COLLAR PER SAN DIEGO STD DWG D -62 TO JOIN 1 EA 7 ENGINEER OR A LICENSED LAND SURVEYOR. 5. GRADING AND EQUIPMENT OPERATION WITHIN ONE -HALF (1/2) EXISTING 24" RCP 4 9 AO EXIST.1 AC 16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE (TO REMAIN) AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W", CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 21 CONSTRUCT CROSS GUTTER PER SAN DIEGO STD DWG G -12 332 SF VARIES RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. NOR ON SATURDAYS, SUNDAYS, AND CITY - RECOGNIZED HOLIDAYS. 02 R 2.OZ 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS FROM 22 PROTECT IN PLACE EXISTING 24" RCP GRADING THE PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT, THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL 7 1' SAWCUT 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. LEG= THE CONTRACTOR SOILS ENGINEER OR SOMEONE UNDER HIS /HER DIRECTION. HE/ REQUIREMENTS THE CITY ENGINEER�MAY NTHNS AND EXISTING CURB k GUTTER /H - -- - e E SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT, REGARD TO THE ------------------ BUILT E HAULING OPERATION. PROPOSED CURB & GUTTER A S TYPICAL SECTION AND COMPACTION OF FILLS, BACKFILLS, AND TRENCHES. HE/ SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WALL B. NOTIFICATIONS CENTER LINE - VIA MONTORO DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON Z�>_ COMPLETION OF GRADING OPERATIONS, HE /SHE SHALL STATE EXISTING SEWER MAIN -6'ss N.T.S. THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR 1. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S WILLIAM D. KELLER UNDER HIS/HER SUPERVISION AND IN HIS /HER OPINION, CE 48 HOURS PRIOR TO BEGINNING ANY WORK ON . EXISTING WATER LINE - -6 w- -- RCE 4934 S 1 DATE' tZ OFFICE A _°lco ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OF FI PROJECT PHONE: (619) 6 BEGINNING ACCORDANCE WITH THE APPROVED GRADING PLANS AND FINISHED SURFACE FS I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED FOR INSPECTION. PHONE: (619) 633 -2770. ALL WORK INVERT INV. OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE NORMAL WORKING DAY UNTIL COMPLETED. IRRESPECTIVE AND INDEPENDENT OF PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER SUBJECT TO REJECTION AND REMOVAL. PROPOSED RIGHT Of WAY ANY OTHER WORK ASS LATE WI THIS PROJECT OR UNDER MY CONTROL. TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED EXISTING RIGHT OF WAY WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO - - -� - c- PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME CONTRUCTION NOTE, AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE i C BEEN ��- INSTALLED. TOP OF CURB TC IMPORTANT NOTICE CURB FACE CF UNAUTHORIZED CHANGES & USES: Engineers Note t0 CO ntrQCtOr THE ENGINEER PREPARING THESE PLANS HALL NOT BE RESPONSIBLE FOR, OR Section 4216/4217 Of the Goverment OWNER: VONS COMPANIES, INC. FLOW LIME FL LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES Code requires o Dig Alert identification The existence and location of any underground utilities, pipes, TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF Number be issued before o these h t t d an Or structures SOrin On ese IOnS were obtained b a search ADDRESS: 618 MICHILUNDA THESE PLANS. Permit to Excavate will be valid / P Y CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY For your Dig Alert ID Number Cal of available records. To the best of our knowledge, there ore no ARCADIA, CA. 91007 ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED ENCINITAS F r r1V 1 GV 1 M� )✓L.��G1�1 11'1\ 1�/1�� /1L ttA1� �JIO 1 fRi 1 ASSESORS TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING existing UtIiIt12S except OS shown On these plans. The contractor APN 259 - 121 -21 THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS shall ascertain the true Vertical and horizontal location of APPROVAL APPROVAL PARCEL: AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND UNDERGROUND SERVICE ALERT those underground utilities to be used and shall be responsible. NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER for an domo e to an ublic of rivate utilities shown or not AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 1- 800 - 422 -4133 y g y p p M & ASSOCIATES INC. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF shown hereon. 1100 TOWN t COUNTRY ROAD, SUITE 1200, ORANGE, CA. 92668 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE For Underground Locating O 4/;V S - - F DESIGN PROFESSIONAL 2 Waking Days before You Dig DATE D 7 TEL. (714) 560 -8200 REVISIONS APPROVED DATE REFERENCES DATE � YAK SCALE TM ��T ,O APPFKNALS OP ENGINEE DEPARTMENT DRAW NO. S - BUILT I'X. MkLL MONUMENT •STREET CENTER U APPROVAL PLANS PREPARED UNDER SUPERVISION OF RECOMMEN D A O �� RAC INTERSECTION OF EL CAMINO REAL AND WILLIAM D. KELLER ENCINITAS BLVD. HORIZONTAL N / A DATE : QS:7_ � BY: BY: TITLE 900.4111EMEWr COUNTY OF SAN DIEGO RECORDS N/A Q. 4�(o�9j l��' C� V' - R.C.E. NO.: 44341 4186 I r �� �A VERTICAL ENGINEER DATE: �'M C DATE: L ELEV. 220.790 DATE EXP. JUNE 1997 WORK PROJECT NO. SP3150/NOTES ?4 '097 VC�V SHEET 1 OF 4 PLOTTED • 03 / 21 / 95 N N + r ao :.:.:A. p to : :. :: - _.. ___ _ :. __ .... __ '. EX T, T OF PA. MENT � CL. 200 CL - N < �.. L:. M Ir .. ' \� N � .... YV T 6 m : tom.'- _._: + N :'. ... -. _: to ,. .:_.. r -_.,.. _.. _..;.... tD t4D ; r �r - EDGE _U FA AMEN AC 4 OL 1 6�1 GL s all qq . is '.: :........ � . �._ ;..:..... �.. ;_ �. _ . .; , I:. _: < ::: _i..._ EX S. TUP 6URB _ _ M r W _ m + 20 .� 1 8 0 _ T. L F _ _ _ _ _ :...,.. 1 :. i ... :::: :.... _:..... .. Vd Ch u 47.12 (8 _ U u P ROPOSED OP OF _CURB_ _ _ n -r 190 / `� — 33.OU �r v _ / �o # u m _ Doll__ -, cv 9 N o, N .- " + to h_ r � - to h N 44 o n B ai w h .- .e r6 h: o_ M _': t co : 'n M in _ . ¢a as w 4: cv 8, N o. m _. + _ cV _.4 m + N to AD 40, L s>t, Q ; fi8c) h 8. 0 60 ; : _ _ . t : r _ 0,65 h _ m u L1 .TAI E L E ,1,g ) F L 153.9 � f f_ _ _ l (1 _ 50.S9:IRAN5IUON I 8 +00 7 +00 6 +00 5 +00 250' VC 4 +00 3 +00" 2 +00 1+00 0 +00 1 N d 3N PI STA. 4 +50.00 PI = 174.83 3. o t kS 9 ti 1 ; ' EXIST. 72" SD -4 y 4 8 M 1 8 _ 6 4 0 40 60 60 1 L - - - -- J - I 22'x" • • ___ CONSTRUCTION NOTES AND QUANTITIES ( IN FEET ) i i d b - - - I I ONTRACTOR TO POTHOLE EXIST. 9 Y ` AFFIC SIGNA X i inch = 40 f t. I I u 14 e9 I I s �, ,,.. ! II A P N 25 9-121— 2 0 I I STORM DRAIN LATERAL FOR �,m PULL BOX T II o �I 1� M S PRECISE LOCATION. N E tO CONSTRUCT DRIVEWAY PER SAN DIEGO STD. DWG G -26 I I m ✓/ �J� I 1 ` , i ST N + ,62�A �_: -:_ III � ]C CENTERLINE OF 24 0 RCP STORM =_ '� - �= I I EL CAMINO RE A1 O2 RELOCATE TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLANS, SEE SHT. 3 II PAR 1 PM 4274 I DRAIN TO MATCH CENTERLINE ' II JOIN EXIST. I SEE NOTES HEREON I OF CATCH BASIN BOX AT ENTRY. II I I I I O 3 RELOCATE EXIST. TREES AS REQUIRED .T II i STREET IMPROVEMENTS II I II �' II DETAIL "A" PER DWG. CG 2519 „ » `I 3 Q I X. III O REMOVE EXIST. SIDEWALK = " Q ' ``II SCALE 1 "- 2 0' DETAIL "B DETAIL 2 �1 p ' a SCALE 1 " = 10' EXIST. INLET Prl to W I I II I O5 CONSTRUCT WHEELCHAIR RAMP PER SAN DIEGO STD. 03 o _ - - — — o — ' — — — _— — — -- - - — -- — -- - � -- —_ — — _— — _ - _ i 1 r I I I I DWG G -27 TYPE A \ gn _ - ° __ __ _ - — — _ _ _ — _ _ _ _ _ _ _ _ __ __ ___ _ _ _ _ _ _ __ _ _ _ __ - _ _ _ - - �STA. 0 +00.00 VIA MONTORO u�� - - - -_n == 30 "R 0'0 EXIST. C--=--- _ ------------ - -- - -- -- -- � » I I z III I A. +1 L MIN AL O6 RELOCATE LIGHT STANDARD � � � � ' + � M r III „ „ a 6 +00 5+ 00 N 3 E N00 3+00 1 6 5.96' 2 + 00 1 +00 0+ O7 CONSTRUCT CONCRETE SIDE WALK PER SAN DIEGO STD . DWG G -7 DETAIL D j�� �� e aw tt 9 4 N tt . 4 1 8w N �� SCALE 1 "= 20' 8 i� u O8 CONSTRUCT 6 „ CF CURB do GUTTER PER SAN DIEGO STD. DWG. G -2 5 ` �” Z - - CA LO EXIST. 8" WATE O9 REMOVE EXIST. CURB do GUTTER AND /OR CURB I _ ,L 10 SAWCUT A.C. PAVEMENT a a r t _ _ _ IEX.ST.SIGN 1 , / - It = I " „ - - _ (PROTECT Z5 o \ \j• r r 11 - o H IN PLACE 11 CONSTRUCT 4 " AC OVER 6 " :3 AB, SEE GENERAL IMPROVEMENT NOTE 2 N� PROPOSED R/W ,,, \ v T I z b I EX. TOP SLOPE \ I d a' r Ir 12 RELOCATE EX. FIRE HYDRANT ASSEMBLY N I + Uy ] 3 I SEE DETAIL "B" ? A N 3� PROP. TOP SLOPE X.P 3 I U s do o N t_x � w RIGHT OF WAY h N `SEE DETAIL "A" oo 'h SEE TAIL "D" �,/ $ ao a0 'ry M 13 CONSTRUCT CURB INLET TYPE B -1 PER SAN DIEGO STD DWG D -2 m o ``' O ~ DEDICATION PER '� 1 0) # II a a N 1 1 II + 'O `O ^ o ' •- LL in ao `' t - z c0 DOC. No. M 00 u u + 3 I II i- 53 1 n IL) on 14 RELOCATE WATER METER AS - � V I',T (A Wq N m DATE a 3 A P N 2 5 9 —121— 21 ^ a a N N SEE DETAIL "C" ^ LF ,5 REMOVE EXIST. CATCH BASIN PAR 2 PM 4274 D N # I W coNSr. 4.0f 0. N O h O ��r— c> , � + s� 0; r r 24" RCP O 20.0% 16 RELOCATE EXIST. SPRINKLERS & IRRIGATION LINE WILLIAM D. KELLER N/lA MONTO N N ACE 44341 DATE. - yi-9b N W W CONDUIT FOR STREET LIGHT I 1 17 RELOCATE EXIST. SIGN �oegtaFD K SI ci (-.0 Oy�� NZ ELIMINATED D IN THIS AREA I I 18 CONSTRUCT 6" CURB ONLY PER SAN DIEGO STD. DWG G -i �� �<<�� OUT FL. = CIO 19 CONSTRUCT 24" RCP ( ) CLASS Iv CURVE DATA cc �` NO. 9 R FL.= 157.94 O Conc. 15x.74 44341 CURVE RADIUS LENGTH TANGENT DELTA Exp. 6-37 Collor (Verify in Field) 20 CONSTRUCT CONCRETE COLLAR PER SAN DIEGO STD DWG D -62 C1 30.00' 47.12' 30.00' 0'00'00" ,t * STREET LIGHT WAS TIED INTO CONDUIT RUN ACROSS STREET - 157.14 TO JOIN EXISTING 24" RCP C2 110.76' 20.55' 10.30' 10'37'47" C3 255.62' 31.64' 15.84' 7'05'33" „ „ 7 " CIPP 84' CIPP P 21 CONSTRUCT CROSS GUTTER PER S DIEGO STD DWG G -12 sT��oF VI - P�� HM & ASSOCIATES INC. DETAIL 1100 TOM k CAUNIRY ROAD, SUITE 12W, ORANGE, CA. 92668 SCALE HORIZ. 1"- 20' 22 PROTECT IN PLACE EXISTING 24" RCP TEL. (714) 560 -8200 SCALE VERT. 1' - 4' REVISIONS APPROVED DATE REFERENCES DATE � M( BCALE BPE<VL � ,"T APPFMAL$ E NGINEERING DEPARTMENT RA N 1L C. t-Lf. WELL MONUMENT O STREET CENTER LMT PLANS PREPARED UNDER SUPERVISION OF RECOMME DIED A OVE INTERSECTION OF EL CAMINO REAL AND » WILLIAM D. KELLER w s'T'T 4186 I ENCINITAS BLVD. HORIZONTAL 1 40 DATE : di:u� BY: 4 BY: COUNTY OF SAN DIEGO RECORDS v1L9..JD R.C.E. NO.: 44341 Lty� �� MOIVTORO VERTICAL 1 - e' ENGINEER DATE: s_i DATE: 3:L7 ELEV. 220.790 EXP. JUNE 1997 WORK PROJECT NO. SP3150 /STIMP 41 -40sf7 DKlje I SHEET 2 OF 4 PLOTTED 03 / 21 / 95 CONDUCTOR SCHEDULER EQUIPMENT SCHEDULE CONSTRUCTION NOTES P CONDUIT SIZE AND RUN STANDARD PLACEMENT SIGNAL MOUNTING AND PLACEMENT —� NOT NOT AWG SIZE H DIMENSIONS REMARKS OR A CIRCUIT 2" 2 -3" LOC. MASTARM VEHICLE PEDESTRL4N F1 REUSE EXISTING CONTROLLER CABINET AND AUXILLARY EQUIPMENT. �__ > USED USED CABLE TYPE E Q Q Q Q Q Q TYPE SIG. LUM. B. E. C. POLE MASTARM SIGNAL PPB ❑2 REUSE SERVICE POINT. 1 SIGNAL 3 3 SV -2 -T BIAS 1 PV 400W HPS, CUTOFF ❑3 AT POLE ©, RL EXISTING SIGNAL POLE, MAST ARM AND ASSOCIATED 0 O O 0 2 SIGNAL 3 3 3 3 3 O 29 -5 -70 55' 1 S' �A' - 2.5' ©® MIS ® ® EQUIPMENT TO NEW LOCATION. MAS PY 5 SIGNAL 3 3 3 3 3 3 TYPE TV - - SP - - ® AT POLE AO, INSTALL A NEW POLE, MAST ARM, 1) AND © MAST ARM VEHICULAR f— U ED t 6 SIGNAL 3 O B 1 -A - - - - 6.5' D ® - SP 8P - SIGNAL HEADS, LUMINAIRE AND LUMINAIRE MAST ARM, AND LANE CONTROL SIGN. 8 SIGNAL 3 3 (1 0) RL © AND ® POLE MOUNTED VEHICULAR SIGNAL HEADS AND BRACKETS, 2 PED SIGNAL 2 2 2 2 2 SV -1 -T MAS 2 SP -2 -T 2P 40OW HPS, CUTOFF R49 SIGN SNS AND EVPE EQUIPMENT. a) © 0 ® 14 2 2 2 2 2 8 PED SIGNAL I 29 -5 -70 50 12 10' - 1 5.5' 1 OO 2 PPB 1 1 MAS 5Q• 2P SP 4p ❑3 ® POLE, SIGNAL MAST ARM, LUMINAIRE, LUMINAIRE MAST ARM, AND VEHICULAR PHASE DIAGRAM SIGNAL HEADS TO THE CITY OF ENCINITAS PUBLIC WORKS YARD. 8 PPB 1 1 1 1 1 1 PPB COMMON 1 1 1 1 1 1 TYPE TV- 1 -T SP -1 -T O 1 -A - - 12.5 - 5.5' O� - 2P 2P - �5 CONTRACTOR TO VERIFY THE EXISTING DETECTOR LOOPS FOR THE DUAL (l 0 NORTHBOUND LEFT -TURN LANES ON EL CAMINO REAL ARE OPERATIONAL SPARES 3 1 3 3 3 3 3 AND SHALL REINSTALL IF NECESSARY. •RED ARROW, YELLOW ARROW, GREEN ARROW Q Q eBCR TOTAL 16 16 18 19 13 25 © INSTALL ALL NEW CONDUCTORS IN CONDUIT RUNS 1 2 3 AND 4 ECR LUMINAIRES 2 2 2 2 GENERAL NOTES THE EXISTING CONDUCTORS SERVING POLES (A AND ©AND THE SERVICE II 10 SIGNAL COM. 1 1 1 1 1. THE LOCATION OF ALL UNDERGROUND UTIUTIES IS APPROXIMATE. THE CONTRACTOR SHALL POINT MAY BE LEFT IN PLACE. i DETERMINE THE DEPTH OF AL L UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, 8 SERVICE 0 0 0 0 0 2 E i TOTAL 3 3 3 3 0 0 AND VERIFY ALL CONDITIONS ON THE JOB. ❑7 INSTALL NEW LUMINAIRE ON EXISTING LUMINAIRE MAST ARM. 10' CROSSWALK - }- NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETAIL ES -6T, STANDARD 3 OLE 1 LOOP 2 2. THE CONTRACTOR SHALL OBTAIN ALL AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. PLANS. SIGN TYPE AS NOTED ON PLAN. SEE MAST ARM MOUNTED SIGN 2 LOOP DETAIL THIS SHEET. 5 LOOP 1 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE B OR D WITH 10' SPACING IN THE DIRECTION OF TRAVEL DLC AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE BREWER FLEX OR APPROVED EQUAL LOOP 6 LOOP 3 WIRE SHALL BE TYPE 2 WITH TYPE B OR C LEAD IN CABLE. DETECOTORS 8 LOOP 2 2 2 2 F CURB 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS POLE LOCATION DETAIL TOTAL 0 2 2 6 6 DLCM 1 EVPE 1 1 1 1 1 2 LENSES. 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL 2"C.12 #10,2 #12 TOTAL CONDUCTORS /CABLES 20 22 22 29 19 33 BE TYPE G. PEDESTRIAN PUSHBUTTONS SHALL BE 2" DIAMETER WITH A MAXIMUM FORCE OF 2 "C 2 #8 CONDUCTOR AREA 0.83 0.a7 0.67 1.03 0.73 1.28 5 FOOT- POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 42 INCHES PER ADA REQUIREMENTS. EXISTING CONDUIT STATUS NEW EXIST EXIST EXIST EXIST I 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. SERVICE CB POINT NOTE: DARK NUMBERS REPRESENT NEW CONDUCTORS. GENERAL NOTES CONTINUED BELOW BC EL CAMINO REAL Q 6 5 © 1 1 / "c 1 1 / "C,5 DLC - ,1 DLC R/W _ R2(40) DRIVEWAY ❑2 4 2 DRIVEWAY 2 R/W _ W11(RT) DRIVEWAY _ - — — — — — SIDEWALK -------- �ri - - -- - iii ^l SIDEWALK SIDEWALK - -___ --- - - - - -- -� - -- - - -- u� -------- - - - - -- — rte -- ��� � — �- -- rt - - - -- � - - --5; — EXISTING 8 .. �\ < - - -�_, 12' _i - - - - - - - - 1 12' - - -T- - - - - - - - - -T- - - - - 12 -T- - - - - - - -R49- -T \v - - - - - - - _T -T- - - 1 � � �- -T- - - © PV EVPE 8 ® �\ _ FY EXISTING i ��� �� , r , © 12' i -J © 12' 12' SNS 6 PY - - - �\ \ L - -� - - -- - — - - - - — —W— - — - - - -w - lr - - — - - - !? —W— — -- — — —W— - -- — — — — — — — — — — W — — — — — — — �N — — — — —W— — �� �\ r — � —� 12' RAISED MEDIAN 12' i 27 +16.69 EL CAMINO REAL= %� \� y �3� 12' i EVPE 1 +6 27 20 +00 VIA MONTORO _ T R10(RT) - ;' {� ❑5 �� y _ L4� RAISED MEDIAN 12 T4 L 4� 11, j i 11' 24 5J L5J L5J // / 25 LIMI ' L NE 30 29 - - -� � R� (a) PV ' ` � 1 _ � � 185' TO 177-1 [ F r - � ti - i - i - i i i : - - - - i LIMI T UNE L _ � - - - - -- -- -L- - _ _ _ _ _ - - - - - - - - __ __________________ ___ - G - - -+h EXISTING - - - -G -- - - - - - - - - - -- G -- - -T-�- - - - - - - - - - - - -T -G- - - - - - - - T - G - - - - - - - - - - +}(3T - T i� -T- - - - - - -I -T= - - - i R41MOD- - - - - -T- - - - - - T 2 - - - - - - - -T- - - - - - - - - - - -- - -T- - _ _ - - - - - - - -� - ` -�� = - - - - - - - - S- - - - - - - - - - - - - - -S — - - — - - - - -S- -_ - - -S- -5 - = -- -- - -S -- - - - - -- — l +S - - - -5- - - - - - - - - i =_l 1 2 EVPE +5 12 . 12' O r8 i - - - - - - - 12, - - - O - - - - - i a _ ' r1 - - - - - - - = t - `' - - -: - - - - - - - - - - -S- - - - - - - - - - S- - - - -S- - - - - - - - - - — — S— — — — �--� �— — — — —S— — — —s— — — — -� _ -- ,, — — �� i i � EXISTING i 12' 12' ^^ L8 i % 12' ' L9 '�_- - - I O a SNS { _ _ _ _ _ i 11 RL 3 - 5' ------ _ -_-_�, 5 -- - - - - -- w - -� -- - L - - - -- �- - - 5 - _-------- __ = = - -- SIDEWALK ----- - - - - -- -- 4-- - -- __- ------- - - - - -- =r - -- 2 `'J - - - --r- ID WALL _� - - -��- --- - - - -t- SIDEWALK 1 - - - _ - -- -- -� i -- Y --------------------- ti 2P � R/W 1 I DRIVEWAY I - - PP - - � 1 - - C PP R86D DRIVEWAY R/W 1 / "C O 2P O GENERAL NOTES CONTINUED: 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 INCH CONDUIT INSTALLED TO THE 3 ADJACENT NO. 5 PULL BOX. 9. THE TRAFFIC SIGNAL CONTRACTOR IS REPONSIBLE FOR THE LAYOUT AND INSTALLATION OF AS- M I LT I i Y , I � �� 1 1 /2 "c,2DLC DECLARA TION OF RESPONSIBLE CHARGE MAST ARM MOUNTED SIGNS LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC '} 19 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 36' SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. �I PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 0 I I I I THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF AM U 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC WILLI b. KELLER THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN 36" ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, RCE 44341 DATE o� -« �� O I I I IS CONSISTENT WITH CURRENT STANDARDS. TURN DIVISION PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND ONLY INSTALLATION. 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND I I I SPECIFICATIONS D THE NO OF RELIEVE ME, IS CONFINED TO A R41 (MOD) R73 -5 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTAL_ PARKING REMOVAL WITH AGENCY AP- Z I ' I REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF PROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY o I I i I I _ I WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THE TRAFFIC ENGINEERING DIVISION. 9c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICT- I ° I - Q�oFessro LINSCOTT, LAW & GREENSPAN, ENGINEERS N o Rny ING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. I N I I `� Pr Fy 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE 8989 Rio San Diego Drive, Suite 135 s San Diego, Ca 92108 C,. BLANK DURING FLASHING OPERATION. I I I ® " =20' 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING I I 13' I 12' 110' 10' dv , 1kIM „} (619299 -3090 20' AND STRIPING CONTRACTOR. 3 I `r ky ! Luc 3_y407+,� M. sic -6074 05 /06 /95 12. CONTRACTOR SHALL REPLACE SIGNAL BULBS ON ALL HEADS THAT ARE RELOCATED OR REUSED. I I I EOf cAt�E nod By: ,kPK Draw" By. DVS I Chocked : JPK 10' S' REVISIONS APPROVED DATE REFERENCES DATE BBdCH MARK SCALE SPECIAL DI6TRICT I " " APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. AS- BUILT C —9L Rc VYELL MONUMENT • STREET CENTERUNE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED 0 SK& MODMATM FM INTERSECTION OF EL CAMINO REAL AND HORIZONTAL 1" = 20 DATE . _ BY: BY: 41.+6 p � Q ENCINITAS BLVD. EL CAMINO REAL AND VIA MONTORO COUNTY OF SAN DIEGO RECORDS R.C.E. NO.: 43595 DATE: DATE: S_ -4 VERTICAL N A ENGIN SHEET 3 OF 4 ELEV. 220.790 EXP. 12 31 96 i I 1 was 1 ' F GENERAL NOTES — SIGNING AND STRIPING SIGNS THIS SHEET LEGEND 1. ALL STRIPING AND INSTALLATION OF PAVEMENT MARKERS AND SIGNS SHALL BE THE I� . - - - - -- EXISTING CURB RESPONSIBILITY OF THE CONTRACTOR. PAVEMENT MARKERS AND STRIPING SHALL LANE CONFORM TO SECTION 84 AND 85 OF THE LATEST VERSION OF THE CALTRANS R1 R10 RT sync R26(S) ENDS W75 PROPOSED CURB STANDARD SPECIFICATIONS. STOP ® ( ) MERGE - -- {EXISTING STRIPING TO BE REMOVED 2. CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR �� LEFT AND IS SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. t}�I sECm R81A 3. SECTION 84- 03.02, 'MATERIALS" OF THE STANDARD SPECIFICATIONS IS AMMENDED TO READ: SPEED RIGFIT LANE EXISTING STRIPING TO REMAIN LIMIT R2 MUST R18 -2 Eno R81 B PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING STATE EXISTING PAVEMENT LEGEND SPECIFICATIONS. PROPOSED PAVEMENT LEGEND PAINT R/W RIGHT OF WAY RAPID DRY WATER — BORNE, WHITE AND YELLOW 8010- 42L -30 OR 8010-6113-10. , R7 R20B W11(RT) EXISTING ROADSIDE SIGN GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION NO. 8010-51J-22 (TYPE II) p PROPOSED ROADSIDE SIGN 4. COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE TRAFFIC SIGNAL OBTAINED FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CA, 95819, (619)739 -2400. 5. THINNING OF PAINT WILL NOT BE ALLOWED. 6. THE CONTRACTOR SHALL INSTALL REFLECTORIZED PAVEMENT MARKERS ON ALL LANE LINES AND CENTERLINE STRIPING. III I I I I III 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL SANDBLASTING OF CONFLICTING STRIPING AND REPLACING ALL STRIPING AND PAVEMENT MARKINGS REMOVED DUE TO CONSTRUCTION. III I 1 a I I ( I II ol II 8. THE INSTALLATION OF ALL SIGNS WILL BE DONE BY THE CONTRACTOR. ALL SIGNS MUST III I m I I ( I CONFORM TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL. ALL ' I I I I 29 + ° I SIGN POSTS MUST BE ANCHORED TWO FEET IN CONCRETE AND 18 -24 INCHES FROM THE w FACE OF CURB. THE BOTTOM OF SIGNS MUST BE SEVEN (7) FEET FROM THE GROUND. I I 1 :R I III J 9. THE TRAFFIC SIGNING AND STRIPING CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAY— ill I I I i I I I I I W OUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND I I 1 I I I W TRAFFIC SIGNING AS SHOWN ON THIS PLAN. I I I I 112'112'112'12'I12'112'112' ' 1 10. THE TRAFFIC SIGNING AND STRIPING CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE II 1 �I O TRAFFIC ENGINEERING DIVISION OF THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS, oil REMOVE LANELINE I I I I I I I I I 1 PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. 0,�2 I I Z +� (100 L.F.) I I I I 11. ALL STRIPING AND SIGNING SHALL BE INSTALLED IN COORDINATION WITH TRAFFIC �� I I I I 1 `4 I o I a c 2 (S) 1 Q uu INSTALL R26 , 1 1 I � SIGNAL CONTRACTOR. � w iz, INSTALL R81A SIGN I I i I I 2 8 1 I I Ix - -i ° V R INSTALL R26(S), �ii� PAVEMENT t j/ I I J / R81 B SIGN LEGEND w a REMOVE AND REPAINT w Q REMOVE AND REPAINT I I I / I I I W �� I i INSTALL (3) TYPE VI STOP") Q LIMIT LINES AND PAVEMENT Q LIMIT LINES AND PAVEMENT R I I I I - ARROWS ? LEGENDS VC) LEGENDS II I INSTALL LANELINE INSTALL R26(S) INSTALL W11(RT) R1 ao INSTALL R26(S) R2(35) R1 INSTALL W75(LT) / / CALTRANS DETAIL j j 27 +16.69 EL CAMINO REAL= _ r __ — SIGN SIGN SIGN R2 0B SIGN -- / ��,� 40A N110 L.F I I ; 20 +00 VIA MONTORO -- —�� _ T USE NON—REFLECTIVE I 1 — ------- - - - - -- -- --- - - - - -- — - - - - -- ----------- - - - - -- — ---------------- - - - - -- -- ---------- - - - - -- WHITE MARKERS R \� 2 1 �( 100' A( 13' 100' �w 13' 13' I 14 - - 5 - - - 16 - - - 17 - - 18 - - 1 — I I I 20 , - ssaa�xxxx +xx xxxxxl2 ' ' sxaasas : : *axx xaxx a�asa a as slsaxxxx = xxxaal2— ssssa }xxxxxaxx xxxx 7 xa *ssa - - - - -- saasal2 :ax axxxx aaaaa: s I 1 R =550' - -- R = 70 II 20 !® 20 : 10-- - - - - -- 27 Z 10' if _ INSTALL 17• WIDE Gj INSTALL R1 INSTALL CENTERLINE INSTALL CHANNELIZING WHITE LIMIT' LINE i ■■ (20 L.F.) REMOVE EXISTING PAVEMENT f I�\ CALTRANS DETAIL 22 LINE — CALTRANS DETAIL I LEGENDS, WHITE CHANNELIZING X a o SIGN w ` (535 L.F.) 2 38 (135 L.F.) R7_ LINES AND CHEVRONS INSTALL LANELINE ° o RELOCATE R1 CL I I CALTRANS DETAIL 9 SIGN INSTALL (2) R18 -2 J I I I I 11 r Q (720 L.F.) INSTAL VIA MONTORO SIGNS I I rV I REMOVE DOUBLE YELLOW PAVEMENT INSTALL (4) TYPE IV III I I o Ii CENTERLINE (650 L.F.) LEGEND ARROWS III D 11 r Q I ('STOP") I I I I RELOCATE R1 I I 1 SIGN II i� I INSTALL INSTALL CHANNELIZING I I , J 1 1 PAVEMENT LINE — CALTRANS DETAIL 15I12 112 112 1 i11 �� 12'112 LEGEND 38A (100 L.F.) I I II I 11. INSTALL CH LINE — CALTRANS I DETAIL 38 (100 L.F.) 1 1 IARROWS NSTALL 25 (4) TYPE IV DECLARATION OF RESPONSIBLE CHARGE i I Q � \` ail it I� o I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS I I PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER AS- bU I LT + I I 1 cn THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN or I I II I I I o` IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ter 2 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A _WILL REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF PPE 44341 DATE o� -� -9b u U WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. LINSCOTT, LAW & GREENSPAN, ENGINEERS po. 8989 Rio San Diego Drive, Suite 135 yQ`` °' San Diego, Ca 92108 (619)299 -3090 o 31,slaae 2 0' 10' LLG 3- 946074.1 DWG. SIR1 -074 05/05/95 J'l CIYIL Designed By: JPK Drown By: DVS Checked By JPK � ° � REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE SPECIAL DIBTFAC'T All"N MALE CITY OF ENC 41717A8 ENGINEERING DEPARTMENT DRAWING N0. q _ .C qG WELL MONUMENT O STREET CENTERLINE PLANS PREPARED UNDER SUPERVISIONN O RECOMMENDED OVE $ JQ AND STF94W PL MR INTERSECTION OF EL CAMINO REAL AND 1 _ DATE : = .�L�[� i� BY: e BY: 4186 1 COUNTY 0 B HORIZONTAL SAN DIEGO RECORDS VERTICAL NSA R.C.E. NO.: 43595 DATE: S -/2 -9i DATE: 511' VIA MONTORO ENG ER ELEV. 220.790 EXP. 12 31 96 SHEET 4 O 4