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2012-116 SI (Plans)SEWER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), 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 (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE NOTED. 2. PIPE AND BEDDING CONDITIONS: (A)ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" CRUSHED ROCK BENEATH THE PIPE. (B)V.C.P. AND A.B.S TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1 % OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS, AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE ARECTED BY THE INSPECTOR. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE AS PER SDRSD NO. S -17. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINFISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL SHALL BE AS PER SDRSD NO'S S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE AS PER SDRSD NO. S -10, TYPE A. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. PHONE NO. 633 -2770. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. 16. AS -BUILT DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. 19. NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY GENERAL NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 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 BE REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 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 ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT 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 AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS 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 FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND 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: 811 8. THE CONTRACTOR SHALL NOTIFY AT &T 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 AT &T. TELEPHONE: 811 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT 811. 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (USED FOR PRIVATE IMPROVEMENTS) 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREE CUTOFF, AND ALLOW NO 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 FOR YOUR INSPECTOR WILL BE STAMPED ON YOUR PERMIT. 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). PLANS FOR THE CONSTRUCTION OF STREET AND SEWER IMPROVEMENTS FOR THE ENCINITAS COMMUNITY PARK IN THE CITY OF ENCINITAS CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO. DESCRIPTION QUANTITY = END CURB RETURN GENERAL CONSTRUCTION NOTES (2009 EDITION). 01 CONSTRUCT DRIVEWAY 1 EA Q2 CONSTRUCT 8" PCC /6" AB ** 340 SF Q3 CONSTRUCT AC /AB - MATCH EXIST. SECTION (MIN. 4" AC /6" CLASS II BASE) 1,495 SF ® CONSTRUCT 6" CURB ONLY PER SDRSD G -1 * ** 180 LF Q5 CONSTRUCT DEEP LIFT AC PER DETAIL 1, SHEET 2 320 LF © CONSTRUCT 4" PCC SIDEWALK PER SDRSD G -7 1,290 SF Q7 SAWCUT & REMOVE EXISTING CURB & GUTTER /AC /AB /SIDEWALK /CONCRETE 675 LF ® CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2 * ** 295 LF O9 REMOVE EXISTING DRIVEWAY 1 EA 10 CONSTRUCT ENHANCED PAVING TO MATCH EXISTING 208 SF 11 CONSTRUCT PEDESTRIAN RAMP PER SDRSD G -27 & DETAIL 3, SHEET 2 6 EA 12 REMOVE EXIST. LANDSCAPE /IRRIGATION AS REQUIRED LS 13 INSTALL RIGHT -TURN ONLY SIGN (R3 -5) W/ DG3 SHEETING PER CALIFORNIA MUTCD 1 EA 14 INSTALL STOP SIGN (R1 -1) W/ DG3 SHEETING PER CALIFORNIA MUTCD 1 EA 15 CONSTRUCT LIMIT LINE & "STOP" LEGEND PER CALTRANS STD. A24D * 1 EA 16 NOT USED - 17 REMOVE EXISTING STRIPING LS 18 CONSTRUCT PAVEMENT MARKING PER CALIFORNIA MUTCD * LS 19 REMOVE AND REPLACE EXIST. AC PAVEMENT 280 SF ©0 NOT USED - 21 RELOCATE EXIST. SIGN 2 EA © REMOVE EXIST. POST 1 EA © PROTECT IN PLACE - ® ADJUST EXIST. FACILITY TO GRADE 7 EA ©5 RELOCATE EXIST. FACILITY 2 EA © CONSTRUCT 6" AC DIKE, TYPE A, PER SDRSD G -5 30 LF © CONSTRUCT ALLEY APRON (MODIFIED) PER SDRSD G -17 1,020 SF ® GRIND & OVERLAY A.C. FOR SMOOTH TRANSITION 165 SF ©9 CONSTRUCT CROSS GUTTER (MODIFIED) PER SDRSD G -12 480 SF * THERMOPLASTIC PUBLIC WORKS DEPT. ** VERIFY WITH SOILS ENGINEER ENCINITAS FIRE DEPARTMENT PLANNING * ** MINIMUM 6" CLASS II BASE PARKS AND RECREATION SEWER CONSTRUCTION NOTES ©0 CONSTRUCT 8" PVC (SDR -35) SEWER LINE PER CITY STDS. 580 LF 31 CONSTRUCT 48" SEWER MANHOLE PER CITY STDS. 2 EA © CONNECT TO EXIST. MANHOLE. REMOVE EXISTING 8" LATERAL. 1 EA ® CONSTRUCT 8" PVC STUB 1 EA ® INSTALL PVC WYE PER CITY STDS. SIZE PER PLAN 1 EA REVIEWED BY: NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND NOTIFY CITY IMMEDIATELY OF ANY PERCEIVED DISCREPANCIES. CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND ABBREVIATIONS SAN DIEGO REGIONAL FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION STANDARD DRAWINGS INSPECTION. (SEE 306.1.4.8) AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN Underground Service Alert W16111001111mom CALL TOLL FREE 1 -800 422 -41; no nmi 111m ems mo m REVISIONS SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE: DATE: DATE: DATE: APPROVED I DATE I REFERENCES DATE BENCHMARK I SCALE I SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 HORIZONTAL AS SHOWN VERTICAL AS SHOWN SHEETINDEX VICINITY MAP NO SCALE WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWNG WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND PVMT = PAVEMENT ECR = END CURB RETURN CONCRETE DRIVEWAY /CROSS GUTTER (2009 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, - MANUAL OF TRAFFIC PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION DRAWING NO. DESCRIPTION GRADING PLAN (10630 -G) LIP = GUTTER LIP PCR = POINT OF REVERSED CURVE 6" CURB & GUTTER 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 6" CURB 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS. X -GTR = CROSS GUTTER (R) = RADIAL BEARING SDRSD D -2 CURB INLET -TYPE B S EP = EDGE OF PAVEMENT VERT. = VERTICAL SDRSD D -63 CONCRETE LUG EXIST STORM DRAIN TC = TOP OF CURB FL = FLOWLINE HORIZ. SDRSD = HORIZONTAL = SAN DIEGO REGIONAL SDRSD G -1 CURBS AND GUTTER - SEPARATE INV = PIPE INVERT STANDARD DRAWINGS SDRSD G -2 CURB AND GUTTER - COMBINED TB = TOP OF BERM EXIST. = EXISTING SDRSD G -4 CURB AND GUTTER - ROLLED BC = BEGiN CURB REQD. = REQUIRED SDRSD G -5 DIKES - ASPHALT CONCRETE EC = END CURVE PVC = POLYVINYL CHLORIDE PIPE SDRSD G -7 SIDEWALK FH = FIRE HYDRANT R/W = RIGHT OF WAY PP CMP = POWER POLE CORRUGATED METAL PIPE SDRSD G -12 CROSS GUTTER ST LT = STREET LIGHT CAB = = CRUSHED AGGREGATE BASE SDRSD G-1 4B CONCRETE DRIVEWAYS P/A = LANDSCAPE /PLANTER AREA ARHM = ASPHALT RUBBERIZED HOT MIX SDRSD G -27 CURB RAMP -TYPES A & B PUBLIC WORKS DEPT. SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING DEPARTMENT PARKS AND RECREATION REVIE Y: D BY: R E BY: REVIEWED BY: REVIEWED BY: �Af a oiv- DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE: DATE: DATE: DATE: APPROVED I DATE I REFERENCES DATE BENCHMARK I SCALE I SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 HORIZONTAL AS SHOWN VERTICAL AS SHOWN SHEETINDEX VICINITY MAP NO SCALE WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWNG WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRANINGS: AC PAVING STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION CONCRETE DRIVEWAY /CROSS GUTTER (2009 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, - MANUAL OF TRAFFIC ENHANCED PAVING CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," 4" PCC SIDEWALK (2010 EDITION). 4" AC OVER 6" CLASS II BASE PER ON -SITE 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -MAY 2006. GRADING PLAN (10630 -G) 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. DEEP LIFT STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS- AUGUST 2009. 6" CURB & GUTTER 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 6" CURB 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS. 6" TYPE 'A' AC DIKE DESCRIPTION EXIST CABLE TELEVISION LINE CTV EXIST WATER LINE W EXIST SEWER LINE S EXIST ELECTRICAL E EXIST TELEPHONE T EXIST GAS MAIN G EXIST STORM DRAIN SD EXIST CONTOURS EXIST RIGHT -OF -WAY LINE PROPOSED RIGHT -OF -WAY LINE GRADED SLOPES PROPOSED SPOT ELEVATIONS LOT LINE AC OVER CLASS 11 BASE - MATCH EXIST. SECTION 55.52 T (MIN. 4" AC /6" CLASS II BASE) AC PAVING CONCRETE DRIVEWAY /CROSS GUTTER ENHANCED PAVING 4" PCC SIDEWALK C--7 & G -9 4" AC OVER 6" CLASS II BASE PER ON -SITE GRADING PLAN (10630 -G) DEEP LIFT DETAIL 1, SHEET 2 6" CURB & GUTTER G -2 6" CURB G -1 6" TYPE 'A' AC DIKE G -5 TYPE "A" CURB RAMP TYPE I CURB RAMP /� -I� TYPE II CURB RAMP G -27 f I I TYPE III CURB RAMP SHEET 1 - TITLE SHEET SHEET 2 - TYPICAL SECTIONS /DETAILS /INDEX MAP SHEET 3 - SANTA FE DR. DRIVEWAY IMP. SHEET 4 - SANTA FE DR. AT WINDSOR RD. SHEET 5 - STRIPING PLAN SHEET 6 - SEWER PLAN /PROFILE SHEET 7 - TRAFFIC SIGNAL MODIFICATION PLAN MCE CONSULTANTS RECOMMENDED 111 CORPORATE DR., #210 LADERA RANCH, CA 92694 PH: 949.542.7220 DATE: 04/09/12 FAX: 949.542.7230 BY. EMSA . AILGMCECONSULTANTS.NET R.C.E. N0. 23971 EXP. 12/31/2013 RICHARD A. MOORE DATE; - APPROVALS APPROVED BY: DATE: CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: TITLE SHEET 116-51 ENCINITAS COMMUNITY PARK 10630 ®1 OFF -SITE STREET AND SEWER IMPROVEMENTS WORK PROJECT NO. 04 -197 MUP/DR /CDP/EIA SHEET 1 OF 7 N - S I a rn z Q oon J =Nr n NA2(4 O U ¢$0) w Wrn Jdlai H CF Y: >g N ..... I ._.. ....,,� t h„ , IY �,�i,, r '4; 'f." Lei zrz zat�`<: '•wiwS tz .. {,,,. .E ."4 ., ,...�L Ej „�, ., y g T N{ ��OOO 12 3 1, (? «. 3r;g• //' �� • ,,,• • .,,, � 3 4" TYP. / TYP 1/4 .y.+ .. ,,. ..HALL _ / i ..,,..,r. „ .. ...... ...... .. .. r.rvn ..,. .,rrrr /..... ,. ... .......... m[ ZI ................ „ urv,� r t. � v.,� ~~ h h h � � ,,,.. '� ' „'," zhz4 ti t hztitt h f,.< ,,.1'[ ,p''„✓ / d 3- E ,.,... ,,,,j� j $ �'�' � 31 ' � �� mot. t O \4lh htthiti4 i t h,...'/r// i.S L,,., gg q *� 8 0 CF „ Y.. „ ,,, r, : ?, e,,, „ ......... , �„ ,�',`�4tw h�4��4 `4;i~n ;,....._ --�- -- 0" CF o m/ i ✓" /f/ f,�: whw<,,N % ey x b };✓ z /// //; {; // //� �/' rvffl f//r f, z „/fir/ twhh� t,`. .`', t' i °° H o 0 0 0 Fvf �.. /. 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RAMP GROOVE BAND I ek4 H 6 CF / O O PER DETAIL HEREON / ¢ YS>�/ k ET 6 �4 0" CF s f3.ii /< _ a .��/ P£. t'i h t5j Sz lit 6" CF 3x4 BLACK TRUNCATED DOMES �I q it .. y,;,., <•f1{ %„ Fy f/G 'N4y1 44�' t Z w4 <'3 _ �SOtf wL 4 ` ���4t 0 : i 3 PEDESTRIAN RAMP SCALE: � E it - a.a t y44Y 4 'tii �fi t44lhw' o z�Z,�'''< 4 f f < � 9 �... /� • „, i :.. t., * „.n3 [ 'y v '6 A;:, Fi ZP , s , Y ry pf q i i � 4��t *h� ghtq q tq�q gull h h� % ltlhl t»��Z INDEX MAP SCALE: 1” =250' SCALE: ` 2 ILTA SEE PLAN — 1° MIN. PROP. CURB & GUTTER EXIST. STREET a U PROF ESS10Nq( Q O 31 -13 EXIST. STREET AC PAVEMENT (PG 64-10) Sr cIvl\_ �P qTF OF CAIIRa 1 DEEP LIFT SCALE: ILT.& Unaerga,na Service Alert SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING DEPARTMENT PARKS AND RECREATION PUBLIC WORKS DEPT. REVIEWED BY: GUNMEnom REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: CALL TOLL FREE 1 -800 422 -4133 DATE: 04/09/12 ��me��oom SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE: DATE: DATE: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 HORIZONTAL AS SHOWN VERTICAL AS SHOWN MCE CONSULTANTS 111 CORPORATE DR., X210 LADERA RANCH, CA 92694 PH: 949.542.7220 DATE: 04/09/12 FAX: 949.542.7230 EM¢”. )k] CECONSULTANTS.NET R.C.E. N0. 23971 �1�h,,, 3.IkNcH — 12/31/2ot3 RICHARD A. MOORE EXP. RECOMMENDED APPROVED t BY, 7 BY: .- DATE: 04/09/12 DATE: 04/09/12 PUBLIC IMPROVEMENT PLANS FOR: TYPICAL SECTIONS/DETAILS/INDEX MAP ENCINITAS COMMUNITY PARK 10630 ®I OFF -SITE STREET AND SEWER IMPROVEMENTS WORK PROJECT NO. 04 -197 MUP/DR/CDP/EIA SHEET 2 OF 7 a rn z Q oon J =Nr n NA2(4 O U ¢$0) w Wrn Jdlai R 6' PROP. 6' WALL I REMOVE EXIST. FENCE/WALL X I EXIST. GRADE I (APPDX. 3:1 MAX. SLOPE) I -- - - - - -177� REMOVE EXIST. LANDSCAPE AS NECESSARY 24' z � PROP. SIDEWALK ° � V1 w PROP. CURB & GUTTER _ a PROP. 4" AC /8" AB NOTE: ALL IMPROVEMENTS ARE PER SEPARATE ON -SITE GRADING PLAN SECTION A -A NOT TO SCALE (ENTRY DRIVE TO ENCINITAS COMMUNITY PARK) SECTION B -B NOT TO SCALE (SANTA FE DRIVE AT WINDSOR /BONITA) - - - -- - -- - - - - -- -- - - - - - - - ' 1 5 7 9 (171 SR) Tr STA 14 +62.47 ° ' 171 I _.. ,ten PROP. PLANTER PROP. CURB & GUTTER SIDEWALK, WALL & PAVEMENT PER ON -SITE EASEMENTS 10 PUBLIC UTILITIES EASEMENT GRANTED TO SDG &E AS INSTRUMENT 76567 OF OFFICIAL RECORDS, RECORDED MAY 7, 1968 PUBLIC UTILITIES, INGRESS & EGRESS EASEMENT GRANTED TO SDG &E AS INSTRUMENT NO 76567 OF OFFICIAL RECORDS, RECORDED MAY 7, 1968 Q ROAD EASEMENT. JANUARY 21, 1948 BOOK 2622, PAGE 115 INGRESS /EGRESS EASEMENT. JUNE 16, 1967 F/P 86336, 86337, 86338 ❑ 3 PUBLIC UTILITIES EASEMENT GRANTED TO SDG &E AS INSTRUMENT 78- 176804 OF OFFICIAL RECORDS, RECORDED MAY 2, 1978 ® PUBLIC UTILITIES EASEMENT GRANTED TO SDG &E AS INSTRUMENT 76503 OF OFFICIAL RECORDS, RECORDED MAY 7, 1968 Q PUBLIC UTILITIES EASEMENT GRANTED TO PACIFIC TELEPHONE & TELEGRAPH COMPANY AS INSTRUMENT 78- 410567 OF OFFICIAL RECORDS, RECORDED SEPTEMBER 26, 1978 R/W I 4" AC /8" AB PER ON -SITE GRADING PLAN SECTION C -C NOT TO SCALE (SANTA FE DRIVE AT DRIVEWAY TO ENCINITAS COMMUNITY PARK) de j` y STA 10 +00.00 ----------- - - - - -- - EXIST. DWY 0 14 +00 17 2. pRpFEssIoNq SEE DETAIL >971 qTF OF CALIF `^ NOTE: SEE SHEET 5 FOR STRIPING PLAN CURB CURVE DATA Underground service Alert. R L DELTA 01 10.00 13.94 79'50'52" 02 20.00 34.96 100. 08'05" 14 SCALE: 1"=10' 0 10 20 Underground service Alert. SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING DEPARTMENT REVIEWED BY: 20.00 10.48 30'02'13" QU� IOU m 23.50 REVIEWED BY: REVIEWED BY: CALL TOLL FREE 23.50 12.32 30. 02'13" 1 -800 422 -4133 DATE: My pm mm I SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE: DATE: REVISIONS I APPROVED I DATE I REFERENCES BATE BENCHMARK SCALE _ DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN RECORD FROM: COUNTY OF SAN DIEGO VERTICAL AS SHOWN ELEVATION: 215.640 DATUM: NGVD 29 s I F , E I ,1 „I I , /{ G,.. s 2 I I I CURB CURVE DATA R L DELTA 03 20.00 10.48 30'02'13" ® 23.50 12.31 30'01'13" 05 23.50 12.32 30. 02'13" 4 I PROFILE SCALES: HORIZ.: 1"=20' VERT.: 1 " =4' STA 16 +20.58 f r-; 171.81 TC .., STA 16 +09.60 1 -_ -- . ? _.. 1"71:97._.T� ................... __�.......... 474:31_..Fg,,...A....j --- - - - - -- _ STA 15 +99.59 171.47 FS (171.58) TC -------- -TTRAN ISfION- T72:0B TC - - - -- - - - -- 1 ...., � " " 4 10 1..25 FS f 4 CF TO 6 CIF 7 1718 FS 4 MH JOIN j X STA 15 +52.91 3 \� 3 >5 1") j - - -- - _ - -- -- - - - - -- - -- - - - -� - -- �"�z-r i iH 5,,.,. 8 .171.19 FIL �4 1598: � 10 �_,��._,- _.......... STA X +$2.97 , 1' g STA 16 +20.79 _. t' 172.15 "sT ` I., 172.02 TG I _. 4:82 TC....... _. .. - ._.,. STA 16 +10.05 ,I ',;'- 71rANSIfiON 172.02 TC STA 16 +15.42 .) 4 CF TO 6 CIF 1 j JES_ 171.90 TC .. _o _„ ,,,,,....._...._ .. ...... ....... ....... ..._ k' DGE EASEMENT VV ,.m,,,, . ,,.,....„.,.,...�...- .,,,,...,, „I ,.,. „vim" ti ��. „ f_.„ ..........___.._......._.._.... ____ ................__ __,__,,,,...,..........__._.._. € 1_ ' ACCESS EASEMEI SANTA FE DR" CONSTRUCTION NOTES O1 CONSTRUCT DRIVEWAY ® CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2 * ** Q2 CONSTRUCT 8" PCC /6" AB ** Q9 REMOVE EXISTING DRIVEWAY Q3 CONSTRUCT AC /AB - MATCH EXIST. SECTION (MIN. 4" AC /6" CLASS II BASE) 10 CONSTRUCT ENHANCED PAVING TO MATCH EXISTING ® CONSTRUCT 6" CURB ONLY PER SDRSD G -1 * ** 11 CONSTRUCT PEDESTRIAN RAMP PER SDRSD G -27 & DETAIL 3, SHEET 2 20.00 10.48 30'01'23" O5 CONSTRUCT DEEP LIFT AC PER DETAIL 1, SHEET 2 ® PROTECT IN PLACE © CONSTRUCT 4" PCC SIDEWALK PER SDRSD G -7 ® GRIND & OVERLAY A.C. FOR SMOOTH TRANSITION PARKS AND RECREATION PUBLIC WORKS DEPT. Q7 SAWCUT & REMOVE EXISTING CURB & GUTTER /AC /AB /SIDEWALK /CONCRETE ** VERIFY WITH SOILS ENGINEER * ** MINIMUM 6" CLASS II BASE REVIEWED BY: REVIEWED BY: 04/09/12 DATE: DATE: SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF APPROVALS MCE CONSULTANTS RECOMMENDED APPROVED 111 CORPORATE DR., #210 LADERA RANCH, CA 92694 --7� PH: 949.542.7220 DATE: 04/09/12 s%/ lr BY• f FAX: 949.542.7230 BY: c-- :'' r EMAIt� VAI 0MCECONSULTANTS.NET R.C.E. NO. 23971 ISO`- EXP. 12/31/2013 RICHARD A. MOORE DATE: 04/09/12 DATE: 04/09/12 /,,,, ��}� ,rn� ,,.. ,,,j,,, „iy „ �,„,,, },,.„,>A,�,,,,mi ,,,w 3 ,,,,,i � 3,»,,, • 3 3 si � ,r. € (O - 3 I t € N 47.12 ALONG CURVE € r� r � ? ; ,._ 3 I , t s f E s N ; E r s,� E a { E £ �� E I I,. .,_ I E S s s E £ E j �, 3 jjjj ? , E f j i „ £ S ,..._ , N t€ r [ € 37f (( {[ 7 - - - - - - - - - ----- +'.1- 1 ! "' E ( {' 3., r i a 3 �, .,,.f ., � .,: € p.,.. ,,..,3 I € O -, nl� i € Ali _. 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E E E *... E £ E £ ? i i £ € € 1 Cl 3 , E € , E z f , , s s E ,,,,,,,>, r,,,,,,,r rr, .,,,,,,,,,i,,,,,.,,,,,n,,,,, „,,,,,,,,,,,,,i,,,,,,> ,,,,,1,,.r,..�. 3 ,n „.d m S .....„.„. „.. .,,Q ,,,,,,,_J,-",-, i ,,,,_: --_ „✓ 25 +50 26 +00 26 +50�( 7.8 .. } . o .............. „, - j f I I n IDv € £ i E _E..... O CJ � ,fAAAI,,,,wlw% STA € SCALE: 1"=10' 0 10 20 CONSTRUCTION NOTES �1 CONSTRUCT DRIVEWAY Q2 CONSTRUCT 8" PCC /6" AB ** O3 CONSTRUCT AC /AB - MATCH EXIST. SECTION (MIN. 4" AC /6" CLASS II BASE) ® CONSTRUCT 6" CURB ONLY PER SDRSD G -1 * ** O5 CONSTRUCT DEEP LIFT AC PER DETAIL 1, SHEET 2 © CONSTRUCT 4" PCC SIDEWALK PER SDRSD G -7 O7 SAWCUT & REMOVE EXISTING CURB & GUTTER /AC /AB /SIDEWALK /CONCRETE ® CONSTRUCT 6" CURB & GUTTER PER SDRSD G -2 * ** O9 REMOVE EXISTING DRIVEWAY 10 CONSTRUCT ENHANCED PAVING TO MATCH EXISTING 11 CONSTRUCT PEDESTRIAN RAMP PER SDRSD G -27 & DETAIL 3, SHEET 2 77 JEOCIN EXISTS ._._._. 274 66 T 27 4 j 1 . _. ... �,,..��_.. -" TSPB SIDE�ALTt :� _........_W 6 - __._ f W z BCR ST.LT /SIGNAL °.. o .....0 FS • y STA 25 +87.77 STA 26 +36.00 L F 266.75 TC 269.60 TC 269.10 FL 266.25 FL 7t:64 9 � I Z CC CC €ml� i 272.14 FS 1 25+00 26 +00 27 +00 ro v. _. .... "................................... __........ N 89'57'42" E - ct r =� 1© REMOVE EXIST. LANDSCAPE /IRRIGATION AS REQUIRED 19 REMOVE & REPLACE AC PAVEMENT 21 RELOCATE EXIST. SIGN © REMOVE EXIST. POST Q PROTECT IN PLACE ® ADJUST EXIST. FACILITY TO GRADE © RELOCATE EXIST. FACILITY ® CONSTRUCT 6" AC DIKE, TYPE A, PER SDRSD G -5 © CONSTRUCT ALLEY APRON (MODIFIED) PER SDRSD G -17 * * ** ©9 CONSTRUCT CROSS GUTTER (MODIFIED) PER SDRSD G -12 ** VERIFY WITH SOILS ENGINEER * ** MINIMUM 6" CLASS II BASE * * ** PERMISSION REQUIRED FOR WORK ON PRIVATE PROPERTY CURB DATA R L A /BEARING 07 25.00 10.87 24'55'10" ® 25.00 10.91 25'00'00" 09 20.00 31.69 90'47'37" QO 5.00 7.85 90'00'00" 1© - 30.55 N64'57'42 "E ® - 73.21 N89'57'42 "E 271.96 FS VERIFY I 26 +:$9: CURB DATA R L A/BEARING 1® - 26.18 N0045'1 9 "E ® - 20.51 N8914'41 "W 1© 30.00 47.12 90'00'00" ® - 48.23 N89'57'42 "E \t PROFILE SCALES: HQR €Z.: 1"=20' VERT ^: 1"=4' £ r x (.70.09) FS 4) lL.a Underground Service Alert SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING DEPARTMENT PARKS AND RECREATION PUBLIC WORKS DEPT. SCALE: 1 " =20' I W s " 269.97 FL E, 27 J,6 FS ,""• REVIEWED BY: cea my m VEY `� 70 00 FS REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: 0 20 40 - - - -- 't' caLr TOLL FREE ....,, i i £' . 3 270.02 FS 1 -800 422 -4133 r 1 DATE: _ 04/09/12 SANTA FE DR. mT=0Dm3wmTQ9m I SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE: DATE: DATE: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPAR _ ENT DRAWING NO. DESCRIPTION: OC 0019 MCE CONSULTANTS RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: 111 CORPORATE DR., {/210 LOCATION: SEE SHEET C -O.1 HORIZONTAL AS SHOWN LADERA RANCH, CA 92694 STREET PLAN AND PROFILE PH: 949.542.7220 DATE: 04/09/12 SANTA FE DRIVE AT WINDSOR ROAD 10630 -1 FAX: 949.542.7230 BY.� BY: OFF -SITE STREET AND SEWER IMPROVEMENTS VERTICAL AS SHOWN EMAIL CECONSULTANTS.NET R.C.E. N0. 23971 RECORD FROM: COUNTY OF SAN DIEGO \1 /D A. MOORS EXP. 12/31/2013 DATE: 04/09/12 DATE: 04/09/12 WORK PROJECT NO. 04-197 MUP /DR CDP EIA ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MoORE / �+ � � SHEET 4 OF 7 I PROFILE SCALES: HORIZ.: 1" =20' VERT.: 1"=4' ' ENV 1� N ✓ f _.INV 8' s.' °,. INV N Nv s Nv E NV W s, (� 10 +00 IN w U) a f (10630 -G) \ j (a }�� ,y/ / \ x r7"€ SEWER LINE TABLE LINE CURVE I LENGTH I BEARING A 94.31 1 N 81'01'14" E f 1 490.00 1 N 89'21'23" W PROP 8" RRWATt SEW ' R SEPARATE ON -SITE PLAN S x \ �� �`8" SEW :L �' \ 156.17 IN f ) f s; D 5 If MH 1 31 STA 10 +9 .31 ;, ✓ rr -;?„ '' PROP. SD - TYP. ... ".,. SEE PRECISE GRADING PLAN / (10630 -G) \ j (a }�� ,y/ / \ x r7"€ SEWER LINE TABLE LINE CURVE I LENGTH I BEARING A 94.31 1 N 81'01'14" E B 1 490.00 1 N 89'21'23" W 16 C jlf / 12 +00 13 +00 14 +00 15 +00 16 +00 i \ i i/ , .......... `, PROP. SD SEE PRECISE GRADING AN 1(1063 G) f � � /.: x " / 4 WYE f STA 14 +94.21 � I 5 � r � 4" SEW � GbiH #2 163.84 INV ; 31 TA 15 +86.31 / r V\ PROP. 4" PRIMA EW PEA SEPARATE ON -SI PLAN � F x \ I I PR . 12" Do. WATER I 1 PE EPA ATE PLAN i i SEWER CONSTRUCTION NOTES ®0 CONSTRUCT 8" PVC (SDR -35) SEWER LINE PER CITY STDS. 31 CONSTRUCT 48" SEWER MANHOLE PER CITY STDS. ® CONNECT TO EXIST. MANHOLE. REMOVE EXISTING 8" LATERAL. ® CONSTRUCT 8" PVC STUB s _OFC 0!R ® INSTALL 4" PVC WYE PER CITY STDS. Underground Swdee Alert SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING DEPARTMENT PARKS AND RECREATION PUBLIC WORKS DEPT. REVIEWED BY: cammym s REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: SCAL_ E: C� TOLL FREE 1 " =20' 1 -800 422 -4133 SIAM DATE: z 04/09/12 0 20 40 SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE: DATE: DATE: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT PLANS PREPARED UNDER SUPERVISION OF APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: OC 0019 MCE CONSULTANTS RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: LOCATION: SEE SHEET C -0.1 111 CORPORATE DR., #210 HORIZONTAL AS SHOWN LADERA RANCH, CA 92694 SEWER PLAN AND PROFILE FAX: 9949.542.7230 DATE: 04/09/12 By-49.542.7220 . BY. t ENCINITAS COMMUNITY PARK 063 0° VERTICAL AS SHOWN EMM�� --- }lAI ®MCECONSULTANTS.NET R.C.E. N0. 23971 OFF -SITE STREET AND SEWER IMPROVEMENTS RECORD FROM: COUNTY OF SAN DIEGO 12/31/2013 ELEVATION: 215.640 DATUM: NGVD 29 RICHARD A. MOORE EXP. DATE: 04/09/12 DATE: 04/09/12 WORK PROJECT NO. 04 -197 MUP�DR�CDP�EIA SHEET 6 OF 7 o� n z Q UOM c' N * Z C4 nom¢ 'tuoi � �N m J ¢ate wrn J O..X i �a1 EXISTING PHASE DIAGRAM LN NOT USED -{' NOT USED POLE SCHEDULE W6/W65 01 01 02 03 04 T3 -7 &8 3 06 NOT USED NOT USED NOT USED NOT USED NOT USED 05 MTG PEDESTRIAN 08 T2 -11 &12 STANDARD 02 t � 9 PLACEMENT 1 is 3A(CAj 48 VEH SIG I f #5 if 02 13U T2 -9 &10 9 08 ^ ...,0 A i T5 -9 &10 NO. TYPE HGT. SIG. M.A. PPB 04 112L A B 06 MAS T8- 7 &COM9 POLE SIGNAL 113L PPB EVA 02 J1 2U T9 -4 &COME EVB 04 J13U EXIST EVC 06 J1 2L T9- 5 &COM6 SP -2 -T 08 06 (N)04! O 1 -A 10' - 1 T8- 10 &COM12 OB 17A -2 -70 30' 20' 1(N)250W - - EXIST MAS SV -2 -T SP -2 -T - POLE - F 1/2 2/4 1/2 1/2 5/10 TOTAL CABLES _ #6 SIGNAL SERVICE (N) 02 O PPB 4' - #10 LUMINAIRE EXIST 2 - - #8 GROUND 1 1 1 1 1 EVPE 3 #20 CABLE 2 2 - - 4 4.0' 6.5' - _ - SV -4 -TB (N) SP -2 -T (N) 02 N 08 O 15TS (N) 30' (N) - 4 _ 4 PHASE 2 O 19 -2 -70 30' 25' 12' 250W PHASE 4 EXIST 1 MAS SV -2 -T SP -1 -T (M) (N) 08l - 3 - 3 OF 2 #16 10' (N) - 12.0` 6.0' _ 1 SV -1 -T (N) SP -1 -T (N) (N) 06 1 -A (N) TOTAL CONDUCTORS /CABLES 1 10 16 9 4 31 (N) = NEW EQUIPMENT. (R) = RELOCATED EQUIPMENT. (M) = MODIFIED EQUIPMENT. ALL OTHER EQUIPMENT IS EXISTING. ALL PED BUTTONS SHALL BE AUDIBLE POLARA NAVIGATOR, PER CITY SPEC. EXISTING PHASE DIAGRAM LN NOT USED -{' NOT USED 1 W6/W65 01 01 02 03 04 T3 -7 &8 3 06 NOT USED NOT USED NOT USED NOT USED NOT USED 05 06 07 08 PROPOSED PHASE DIAGRAM LN NOT USED -� NOT USED 1 W6/W65 01 02 03 04 J2L T3 -7 &8 3 06 NOT USED ■ N NOT USED I Z 05 06 07 08 _ ..._ �R26(CA) SANTA FE DRIVE EVPE RSNS REMARKS R10 -12 Bonita Dr EVC/EVD Windsor Rd Windsor Rd R10 -12 EVA /EVB Bonita Dr j` 0 IR9F;(CA i 22 It LN PHASE SLOT FIELD TERMINAL 1 W6/W65 J2U T3 -5 &6 ! 0 J2L T3 -7 &8 3 06 J31.1 ■ N 4 I Z T4 -9 &10 5 O 13L T2 -11 &12 m 02 t � 9 7 1 is 3A(CAj 48 9 I f #5 if 02 13U T2 -9 &10 9 08 ^ ...,0 A i T5 -9 &10 PPB 6P 3 #6T 3 6 24 20 _ .... _ 2 -, 7 _ y6 6 2 7 .93 25 +QO — JO — 1-- — 2 _ . _ 24 23 22 26 20 y _$ 10' S o 0 G93/G35 5 _ ....- _ .... ..... _ :- --'L,_ 16 02 : y 1 0 P 4 INSTALL 2 "C PRFPERdY J% SIGN 1 -DLC ik 4 1 DLC W r . _ t I GENERAL NOTES 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE 8. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND ERM ASPHALT _ CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE INSTALLATION OF LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, EM REMOVAL NOT SHOWN ON THESE PLANS, AND VERIFY ALL CONDITIONS ON THE JOB. PARKING REMOVAL AND TRAFFIC SIGNING (EXCEPT STREET NAME SIGNS ) AS SHOWN ON THESE PLANS. 1 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 8a THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE r UTILITIES AND AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. TRAFFIC ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING l AND THE STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION LOCATIONS PRIOR TO PAINTING AND INSTALLATION. OF TRAVEL AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. SEE STANDARD PLAN ES -5A AND ES -5B FOR 8b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH TYPE B LEAD IN CABLE. FRONT AGENCY APPROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 3 TURNS. OWNERS CAN BE MADE BY THE TRAFFIC ENGINEERING DIVISION. 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED 8c. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF — .. —..— OTHERWISE. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. E 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES I SIGNAL R /W� ' AND GLASS LENSES. 9• SHALL BE BLANK DUR NG FLASH OP RATION. ON ALL PHASES. PEDESTRIAN SIGNALS 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE AUDIBLE POLARA NAVIGATOR WITH COUNT 10' ALL TGA FIC STRIPING CONTRACTOR. SHALL BE INSTALLED IN COORDINATION WITH THE DOWN TIMER. PEDESTRIAN PUSH BUTTONS SHALL BE 2 -INCH DIAMETER WITH A is MAXIMUM FORCE OF 5 FOOT- POUNDS OF PRESSURE AND A MAXIMUM HEIGHT 11. ALL SIGNAL AND PEDESTRIAN HEADS SHALL BE LED TYPE. OF 42 INCHES PER ADA REQUIREMENTS. 7. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 -INCH CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. uaaaVo»na se joe Alert SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT REVIEWED BY: )WL�Tfflm REVIEWED BY: CALL TOLL FREE 1-B00422-4133 PLANNING DEPARTMENT REVIEWED BY: DATE: DATE: DATE: REVISIONS SIGNATURE APPROVED EXPIRES DATES FROM REFERENCES DATE BENCHMARK SCALE DESCRIPTION: OC 0019 LOCATION: SEE SHEET C -0.1 HORIZONTAL AS SHOWN VERTICAL AS SHOWN RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 215.640 DATUM: NGVD 29 PARKS AND RECREATION REVIEWED BY: DATE: SPECIAL DISTRICT I i.... __ .... _; 25) DETECTOR ASSIGNMENT DET. PHASE SLOT FIELD TERMINAL 1 06 J2U T3 -5 &6 2 06 J2L T3 -7 &8 3 06 J31.1 T3 -9 &10 4 04 16U T4 -9 &10 5 02 13L T2 -11 &12 6 02 12U T2 -5 &6 7 02 12L T2 -7 &8 8 02 13U T2 -9 &10 9 08 J6U T5 -9 &10 PPB 02 112U T8- 4 &COM6 PPB 04 112L T8 -5 &COME PPB 06 113U T8- 7 &COM9 PPB 08 113L T8- 8 &COM9 EVA 02 J1 2U T9 -4 &COME EVB 04 J13U T9- 7 &COM9 EVC 06 J1 2L T9- 5 &COM6 EVD 08 J1 3L T9- 8 &COM9 FLASH I - 1 1141.1 1 T8- 10 &COM12 if I,3 R/W lr R26A(CA) , 4 �e 1 PC �= m ON CA 0 Z �3 O EX.2 "C 1 -DLC CONDUCTOR SCHEDULE DATE: 3" 3" 2.5 "(E) ' 3" 2 -3 "(E) RECOMMENDED 141 SANFORD STREET ENCINITAS, CA 92024 AWG SIZE OR POLE OR 760- 487 -14 0 A2 BY: FAX: §�19-342— 43 EMAIV/ INFO®ST IC.COM 1Y�r ®,4 .. 'bawl ,_ R.C.E. N0. 29604 EXP. 03/31 /13 ROBERT BLOUGH DATE: CIRCUIT O J O CABLE SIZE - 1/2 - 1/2 POLE - A POLE - B C -/2 -/2 - - -/2 12/3 1/2 1/2 CONDUCTOR D - SIGNAL CABLE POLE - E - - POLE - F 1/2 2/4 1/2 1/2 5/10 TOTAL CABLES #6 SIGNAL SERVICE #10 LUMINAIRE 2 2 2 2 #8 GROUND 1 1 1 1 1 EVPE 3 #20 CABLE 2 2 - - 4 COAX YAGI ANTENNA - - - 1 4 _ 4 PHASE 2 - PHASE 4 1 1 - 1 TYPE B - 3 - 3 2 #16 PHASE 6 - PHASE 8 1 - - 1 1 TOTAL CONDUCTORS /CABLES 1 10 16 9 4 31 (E) = EXISTING CONDUIT. ALL OTHER CONDUIT IS NEW. ALL CONDUCTORS AND CABLES ARE NEW, FACILITY SIGN EX.2 "CJ R26(CA) 1 -DLC r�G93/G35 — _A R26 CA — 101 23 hfflellg� 20 i -� �I J 24 0 12.5 SANTA FE DRIVE �< 40 20 . 12 40 MPH 0 PUBLIC WORKS DEPT. REVIEWED BY: `R W65/R2/R72 ,1 , �.._ _ — J _.__. I �,�°` -1 CONSTRUCTION NOTES ❑1 EXISTING 332 CABINET. PROTECT IN PLACE. WARE AND PROGRAM 20 REMOVE CONFLICTING STRIPES AND OR PAVEMENT MARKINGS. PHASE 8 PER THE NEW PHASE DIAGRAM. 21 INSTALL 12" SOLID YELLOW CROSSWALK (THERMOPLASTIC) PER ❑2 EXISTING SERVICE CABINET, PROTECT IN PLACE. CALTRANS STANDARD PLAN A24E. USE PAINT WITHIN AREA OF CONCRETE CROSS GUTTER. �3 REMOVE EXISTING PULL BOX AND INSTALL NEW PULL BOX, SIZE z AS INDICATED ON PLAN. RESTORE SURFACE TO MATCH EXISTING 22 INSTALL CHANNELIZING LINE LINE PER CALTRANS STANDARD PLAN (INCLUDING SIDEWALK AS NECESSARY). A20D DETAIL 38A. ❑4 REMOVE AND SALVAGE EXISTING SIGNAL STANDARD AND ALL 23 INSTALL CHANNELIZING LINE TO LIMIT LINE PER CALTRANS EQUIPMENT TO CITY YARD. BREAK DOWN FOUNDATION 3 FEET STANDARD PLAN A20D DETAIL 38. MINIMUM BELOW GRADE AND RESTORE SURFACE INCLUDING NEW SIDEWALK TO THE SATISFACTION OF THE ENGINEER. 24 INSTALL TYPE IV PAVEMENT MARKING ARROW (THERMOPLASTIC). ❑5 NOT USED. 25 RS EXIST SIGN AND POST TO CITY YARD. © INSTALL NEW TYPE E DETECTOR LOOPS. LIMIT LINE LOOPS PER 26 INS T LL TWO-WAY TANDARD T TURN LANE CHANNELIZING LINES PER DETAIL D. ' .. 7• COORDINATE WORK WITH UTILITIES INCLUDING: ATT, COX, SDGE. 27. FRESHEN ALL EXISTING INTERSECTION STRIPING WITHIN 260 FT OF LIMIT LINES. ®FURNISH AND INSTALL BOX GUARD ON CABLE WITHIN 3' OF SIGNAL POLES AND /OR MAST ARMS. POTENTIALLY RESAG UTILITY 28 RL SIGN CLEAR OF SIGNAL INDICATION. ROUND CORNERS TO LINE IF TOUCHING MAST ARM. COORDINATE WITH UTILITY. MAINTAIN REDUCE WEAR OF R/W A MINIMUM 10' RADIAL CLEARANCE OF POWER LINES DURING LOOP WARES CONSTRUCTION. ❑9 TRIM TREES PER INSPECTORS DIRECTION TO PROVIDE UNOBSTRUCTED VIEW OF TRAFFIC SIGNALS. �l`' % "I. + DIRECTION OF 10 RS PHASE 8 PED HEAD AND MODIFY PIPEWORK. ) ,yk TRAVEL 11 RS E ISTING PUSH BUTTONS AND INSTALL NEW AUDIBLE POLARA i��c) ' gG27 -1/G36 29,110 X NAVIGATOR BUTTONS AND SYSTEM. ' LO PSDIAMETER = 6' / f CENTER CUT= 31/8" 15 INSTALL CONCRETE SIDEWALK AROUND POLE E FOR ADA PURPOSES. GRADE SUCH THAT BASE PLATE IS FLUSH WITH WALK. APPROVALS APPROVED BY: GREG SHIELDS DATE: 5AV MODIFIED TYPE E FRONT DETECTOR SCALE: 1 " =20' LOOP FOR BICYCLES SAWCUT AND WINDING DETAIL "D" 0 20 40 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: STREET PLAN AND PROFILE SANTA FE DRIVE AT BONITA DRIVE & WINDSOR ROAD 10630 ®1 SIGNAL MODIFICATIONS WORK PROJECT No. 04 -197 MUp/DR /CDP/EIA and 10 -141 SUBC SHEET 7 OF 7 ul DATE: PLANS PREPARED UNDER SUPERVISION OF STACK TRAFFIC CONSULTING RECOMMENDED 141 SANFORD STREET ENCINITAS, CA 92024 , DATE: 760- 487 -14 0 : BY: FAX: §�19-342— 43 EMAIV/ INFO®ST IC.COM 1Y�r ®,4 .. 'bawl ,_ R.C.E. N0. 29604 EXP. 03/31 /13 ROBERT BLOUGH DATE: APPROVALS APPROVED BY: GREG SHIELDS DATE: 5AV MODIFIED TYPE E FRONT DETECTOR SCALE: 1 " =20' LOOP FOR BICYCLES SAWCUT AND WINDING DETAIL "D" 0 20 40 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: STREET PLAN AND PROFILE SANTA FE DRIVE AT BONITA DRIVE & WINDSOR ROAD 10630 ®1 SIGNAL MODIFICATIONS WORK PROJECT No. 04 -197 MUp/DR /CDP/EIA and 10 -141 SUBC SHEET 7 OF 7 ul