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1995-4158 I (Plans) PUBLIC IMPROVEMENT PLANS FOR GARDEN VIEW READ o IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA PROJECT SITE WORK TO BE ° E L CAMINO R E A L C E N T E R GENERAL NO TES - S EWER NOTES Md11NTAIN \n"STi� DRIVE - ADDIT/ONAL NOTES i 9 _ I. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCOWTAS DEPT. OF PUBLIC WORKS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCAD/A WATER DISTRICT o FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. !. EXISTING TOPOGRAPHY INFORMATION IS BASED ON AERIAL SURVEY FOR TPM 94 -191. IL.C.W.D.I STANDARD SPECIFICATIONS. z 2 PRODUCED BY EARTH GRAPHICS, DATED NOVEMBER 16, 1993, GRADING PLANS N0. < Q 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD 3955 -G AND 4119 -6. 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY a STANDARDS, R. VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTV N. CONSTRUCTION. W 2 2. CONTRACTOR SHALL REFER TO SOIL�s REPORT OR CONTACT SOILS ENGINEER FOR ENCINITAS BLVD. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE INFORMATION REGARDING EARTHWORK SHRINKAGE, SUBSIDENCE, STRIPING, BUILDING 3. THE CONTRACTOR SHALL SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. OVER - EXCAVATION, ETC. TO BACKFILL OVER ANY SEWER "Y"S. 4. ALL UNDERGROUND UTILITIES WITHIN -THE STREET RIGHT -OF -WAY SHALL BE 3. REFER TO ARCHITECTURAL SITE PLANS FOR SITE LAYOUT AND DIMENSIONS. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE MIVUY MAP CONSTRUCTED, CONNECTED AND TESTED PRIOR TO -CONSTRUCTION OF BERM, CURB, SPECIFICATIONS. NO SCALE CROSS GUTTER AND PAVING. 5. NO REVISIONS SHALL BE MADE OF THESE PLANS WITHOUT THE APPROVAL OF 5. THE EXISTENCE AND LOCATION OF EX ISTW UNVMGROUN17 FACILITIES SHOWN ON L.C.W.D. ENGINEER. 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 6. APPROVAL OF THIS PLAN BY L.C.W.D, DOES NOT CONSTITUTE A REPRESENTATION SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE SOk.S E?VGffZ Z PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS ANY OTHER WHICH 1S NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ITEM STANDARD SYMBOL PROJECT. a TOP OF CURB ELEVATION . . . . . . . . . . . . . . . . . . T.C. 1, WILLIAM D. HESPELER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. Q 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE FLOW LINE ELEVATION . . . . . . . . . . . . . . . . . . . F.L. T. ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD AFTER PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS. HEREBY SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW FINISH SURFACE ELEVATION . F.S. - CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN ? SPECIFICATION. THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 12/21/93 !! WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND EXISTING FINISH GRADE ELEVATION . Fes. UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT GRADE BREAK . --- 01/18/94. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, Q G.B. -- ---- -- REI.ISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF HIGH POINT . . . . . . . . . . . . . . . . . . . . . . . . . . H.P. 8. CONTRACTOR SMALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF BEGINNING WORK WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINIEER. EXISTING FACILITIES. PIPE INVERT ELEVATION. . . . . . . . INV. SO THAT INSPECTION CAN BE PROVIDED. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE -' EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . 1135.01 RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS ELECTRIC COMPANY PRIOR EXIST. STREET LIGHT . ......... COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A - 48 -INCH MINIMUM INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. ~� TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK PROP. STREET LIGHT . SDRSD E -l. �{� WITH COMPANY REf n. " ^rNTATfVES. NOTICE. ALL ELECTRICAL AND GAS SERVICES GATF VAL VE . . . . . . . WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF FIRE HYDRANT, 10. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE SIGNED. ........ ................ ELECTRICAL CABLE AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN DIEGO AVAILABLE AT THE DISTRICT OFFICE. WILLIAM 0. HESPELE G.E. - ROBERT PRATER ASSOCIATES 2.00X G.E. No. 396 Q �pFESSlp GAS 8 ELECTRIC COMPANY. TELEPHONE: 800- 422 -4133. FLOWL WITH DIRECTION OF FLOW AND PERCENT. , r r r .� N.� 10505 ROSELLE STREET �_ /I. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE ,`� p *V�D NFS � SAN DIEGO, CA 92121 B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC BELL TELEPHONE COMPANY PRIOR TO PROPERTY LIVE . . . . . . . . . . . . . . . . . . . . . . . . OF THE CONTRACTOR. EXP. DATE: 3/31/98 (6191 453 -5605 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH EXIST. ROW . . . . . . . . . . . . . . . . . . . . . . . . - - 3 COMPANY REPRESENTATIVES. NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROPOSED ROW . - 12. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF °` cone - � PROJECT'S BOUNDARY ARE "UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES THE DISTRICT. .� AND APPURTENANCES, CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPHONE EASEMENT PARCEL LINE . . . . . . . . . . . . . . . . . L . . . . . (800/422 -4133. -- M - - - - - - - 13. ALL PIPES SHALL HAVE 4 -INCH (MIN.) CRUSHED BEDDING, SHOWN ON L.C.W.D. lF - - - - - STANDARD DRAWING S -12. O 9 ILI TOP /TOE OF SLOPE. .. .. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE UTTY I AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF 6" CURB AND GUTTER . .. . . . . . . SDRSD G-2. . . . 14. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. I HEREBY AGREE TO COMMEN - CE WORK ON ANY IMPROVEMENTS SHL WN ON THESE PLAITS RELOCATIONS, IF NEEDED. 4' AC OVER 12" AS. . . . . . . .ISEE GEN. NOTE 21-. . . 15. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE ND. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 'UNDERGROUND SIDEWALK (5.5' WIDE) . . .SDRSD Gam. TO THE OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK INSTALLATIONS ". FOR LOCATIONS OF CABLES AND APPURTENANCES CONTACT T.M. _ � CABLE TELEVISION, TELEPHONE 800- 422 -4133. TYPE 'A' CURB INLET. . . . . . . . . .SDRSD,D :I, , , , . . - ""_- BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICATIONS ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. AND DISTRICT SPECIFICATIONS. HSP EL CAMWO -SOUTH, INCORPORATED !L POWER SOURCES AND RUMS SERVING STREET LIGHT'S SHALL BE SHOWN ON THE TYPE I' CURB INLET . . . . . . . . . SDRSD D . . . . . `AS BUILT` IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITIn11N 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING 291 NOTTINGHAM ASSOCIATES, INCORPORATED; MARY ROHRER 1714) "7 - 2" THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THIf�ITY PEDESTRIAN RAMP TYPE 'A' . .SDRSD G -27 8 G -32 �� A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER 2910 RED HILL AVENUE, SUITE 200 OF ENCINITAS. PEDESTRIAN RAMP TYPE 'B' . .SDRSD 6-28. PROVISIONS TO BE MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING COSTA MESA, CALIFORNIA 92626 GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE ASSESSORS PARCEL NO.: 257- 062 -23 12. CONTRACTOR WILL SANDBLAST ANY OLD STRIPING TO BE REMOVED, AND TYPE "A" CLEANOUT . . . . . . . . . . SDRSD D -9. ® PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES RESTRIPE PER STRIPING PLAN. FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. t CONCRETE APRON . . . . . . . . . . . SDRSD D -20..... IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE O%WM S CERTIFICATE 13. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED STANDARD SPECIFICATIONS, SECTION 2, DATED JANUARY 1975. PIPE TO CHANNEL CONNCETION IMOD.1 SDRSD D -73 , I CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. I (WE) HEREBY CFRTIFY THAT A REGISTERED SOILSiNEER OR GEOLOGIST WAS BEEN OR WILL BL RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 14. STORM DRAIN ALTERNATES ARE REINFORCED CONCRETE PIPE OR ASDESTOS CEMENT A.C. TRENCH RESURFACE OF THE COMPACTICII AND STABILITY OF THE SITE. PIPE. R.C.P. I D CLASS /N OR IV, EQUALS A.C.P. 2000 -D, CAST -IN -PLACE EXISTING CONTOUR. . . . . . . . . . PIPE MAY ALSO of USED AS AN ALTERNATE TO R.C.P. FOR STORM DRAIN PIPE WITH 250 NAME. Q DATE DIAMETERS EQUAL TO OR EXCEEDING 24". PROPOSED CONTOUR . . . . . . . . . . . . . . . . . . . . . 25 RETAINING WALL (BY OTHERS) . -NAME OWTE LL 15. ALL LUMINAIRES SHALL PROVIDE TRUE 90• CUT -OFF, AND ALLOW NO ESCAPE ' . . ' • . ' ' . . . ' ' OF LIGHT ABOVE THE HORIZON RETAINING WALL (THIS PROJECT) . . . . . . . . . . . . . . - - _ 16. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY OF JOB EXISTING STORM DRAIN . . LEGAL DESCRIPTION SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, PROPOSED STORM DRAIN . . . . . . . . SDRSD D -60. _ _ _ BEING A PORTION OF THE NORTHWEST OUARTER Or THE SOUTHEAST OUARTER OF SECTION p. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL /�/ NA �� A TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERMARDINO BASE AND MERIDIAN, IN THE CITY O(, APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT CONCRETE BACKFILL .SDRSD S -d . "�' OF COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. Th= CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, W ITEM /DESCRIPTION STANDA L W QlANTTTY BASIS OF MEARING CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR CONCRETE CROSS GUTTER . . . . . . SDRSD G -12 . PAVING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 4" AC OVER 12" CLASS 11 AB. (MIN.1 N.A. S.F. 7,450 6" TYPE G -2 CURB AND GUTTER PER S.D.R.S.D. G -2 L.F. 540 THE BASIS OF BEARINGS IS THE CENTERLINE OF EL CAMINO REAL 8ET>aYEEN STATIONS 17. ALL UNDE.�vr "INr 11T1►.ITIES AND LATERALS TO BE INSTALLED BEFORE EA ORK �� 8" MEDIAN CURB )PER DETAIL SHT. 21 PER S.D.R.S.D. G -6 MODIFIED L.F. 25 28 +49.60 AND 38 +84.95 PER THE COUNTY OF SAN DIEGO CONTROL. CONSTRUCTION OF CUrrBs U.7 CONCRETE CROSS- GUTTERS OR SURFACING OF STREETS. 4" PCC SIDEWALK FcR S.D.R.S.D. G -7 S.F. 2,750 I.E. h /5' 32' 16" W fd THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL CONCRETE DRIVEWAY 8 CROSS GUTTER PER S.D.R.S.D. G -12 S.F. 960 RR�EA UTILITIES BEFORE COMMENCEMENT WORK. NOTICE OF PROPOSED WORK SHALL BE 1. CUT TYPE A PEDESTRIAN RAMP PER S.D.R.S.D. G -27 8 32 EA. 2 WNW GIVEN TO THE FOLLOWING AGENCIES: FILL TYPE B -I rEDESTRIAN RAMP PER S.D.R.S.D. G -28 EA. I ADJUST TOP OF TELE. VAULT N.A. L.S. 2 EXPORT PREVIOUS ROUGH GRADING PLANS FOR 333 EL CAMINO REAL. S.F. 1,930 t SAN DIEGO GAS 8 ELECTRIC (619)743 -3222 2. MAX. VERTICAL DEPTH OF CUT _ REMOVE 8 REPLACE EXIST. A.C. N.A. PACIFIC BELL (800)422 -4133 MAX. VERTICAL CEPTH OF FILL SAWCUT N.A. L.F. 400 CITY OF ENCINITAS CITY OF ENCINITAS CATV 16191746 -6666 3. AVERAGE DEPTH OF CUT STORM DRAIN GRADING PERMIT NO. 3955 G.l. GRADING PERMIT NO. 4119 -6 AVERAGE DEPTH OF FILL SEWER 16191753 -0155 TYPE "A" CURB INLET- PER S.D.R.S.D. 0-1 EA. 2 WATER (619)753 -6466 4. STEEPEST EXISTING NATURAL = TYPE "A" CLEANOUT PER S.D.R.S.D. D -9 Ek I MAP NO.: T.P.M. 94 -PY SLOPE ON SITE 2 TYPE "B" CURB INLET PER S.D.R.S.D. D -2 EA. 2 19. NG PA'/ING SHALL BE DONE UNTIL ALL EXISTING POWER POLES ARE REMOVED 18" RCP PER S.D.R.S.D. D -60 L.F. 94 FROM ALL AREAS TO BE PAVED. 24" RCP PER S.D.R.S.D. D -60 L.F. 225 CONCRETE APRON PER S.D.R.S.D. D -20 S.F. 280 PIPE TO CHANNEL CONNECTION PER S.D.R.S.D. D -73 EA. 6 1 L TITLE SHEET TRA T R HA R EQUEST FROM T ENGINEERING SERVIC DE PARTMENT A OF RESPONSIBLE CHARGE CONCRETE BACKFILL PER S.D.R.S.D. D -8 S.F. 300 20. THE CON C 0 S L L EOUES 0 HE E GJN�E G SE C£S DE MfN D ECLARAT10N SEWER 2. TYPICAL SECTIONS AND DETAILS PRE - CONSTRUCTION MEETING, AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE JOIN 3. EL CAMINO REAL PLAN AND PROFILE N EXISTING MANHOLE N.A. EA. 1 FOR SUCH A MEETING. PHONE NUMBER 633 -2770. 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT ! 4. TRAFFIC SIGNAL PLAN 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS 8" PVC SEWER LATERAL BEDDING PER S.D.R.S.D. S -4 L.F. 9 5. SIGNING 8 STRIPING PLAN 21. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY (MONUMENT OR BENCH MARK DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE SEWER CLEANOUT PER S.D.R.S.D. S -3 EA. 1 WHICH 1S DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A DESIGN IS CONSISTENT WITH CURRENT STANDARDS. CONCRETE PLUG N.A. EA. I REGISTERED CIVIL ENGINEER OR A LICENCED LAND SURVEYOR. MISCELLANEOUS S$3 Z� ab 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATION BY THE STREET LIGHT 1400 WATT] S.D.R.S.D. E -I EA. 2 22. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER CITY OF E TAS IS NFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS SS /qy� SITE ADDRESS Me, E_ b � T E SERVICE BY CHISELING THE LETTERS "S" AND "W", RESPECTIVELY, 2 INCHES HIGH INTO ENGINEER WO K, MY R SPONSIBILITIES FOR PROJECT DESIGN. O A� " SEWER AGENCY THE FACE OF THE CURB. 4t �7 ,�,� c, • 7 A T R I S T R I C T EL CAMINO REAL RETAIL CENTER B Y: D A T F.id L E U C A D I A W E D 333 EL CAMINO REAL w� or, see 23. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND E K. ARMSTRONG, RCE 083, EXP 6/30/96 w W (•� m SEWER SYSTEM APP ENCINITAS, CALIFORNIA LOCATION APPROVED BY THE INSPECTOR. No. FCE 36083 70 FUSCOE ENGINEERING c 5897 OBERLIN DRIVE, SUITE 209 sy.� 6 �Q' �! 1619) 5y1 -1590 � 24. ALL WORK SHALL BE DONE IV ACCORDANCE WITH THE STANDARD SPECIFICATION. FOR Civil PUBLIC WORKS CONSTRUCTION (L ATEST EDITIONI, THE SAN DIEGO STANDARD SPECIAL SAN DIEGO, CA 92121 qT E' �. CA E NGINEERING tiI (619) 597 -0 35 a PROVISIONS TO THE STANDARD FOR PUBLIC WORKS CONSTRUCTION 16191 554 -1500 _ t- � t rn (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS AND THE SAN DIEGO Z. �� �,�. R �..+�� CMI 02gMeen • Laed 3t mernts ° REGIONAL STANDARD DRAWINGS (LATEST EDITION). R.C.E. DATE JOB NUMBER REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE PROTECTION DISTRICT DESIGNED BY DRAWN BY CHECKED BY v APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. N R.P.T. T.B.H. . K. A. �- / '.4h / /[-f' ( BENCH MARK: A STREET CENTERLINE MONUMENT PLANS PREP ED UNDER SUPERVISION OF RECOMME DED APL*1 PUBLIC IMPROVEMENT PLANS FOR: Lu ON EL CAMINO REAL (MARKING B.C.I. o CENTERLINE STATION 38.84.95. N/A LOCATION: 0.72 MILES NORTHERLY FROM HORIZONTAL DATE: zL L S Fly: BY: EL CAMINO REAL CENTER 4158-1 ENCINITAS BOULEVARD. COORMATES: N 1,965,5F2.401 E 6,29,507,536 R.C. N0 -36083 DATE: S DATE: TITLE SHEET NAD 83, PER COUNTY OF SAN DIEGO VERTICAL N/A BY: QAr - €' _f � 9� ENGINEER o EL EV.: 143.935 DA TUllk U.S.C. S. f• ERIC K. ARMSTRONG EXp. '� 3% 1996 I11�RK PROJECT N0. TPM 94 -191 SHEET 1 OF 5 N .: .� tom: �a _ .�._, .. . �w. �IH,- .. a �•_+ 0 0 p IC ON TE/PRIVA T ( ni I BY OTHERS - ._P.-R - - e __..__.- . .... _... --- .. _. j i t s O � W v O 3 \ i Z } m Q Q t• I 1 1 - _ t i l 60 V V a I I I W 3 a `� s I _ € I 156178 TC € _ ! Q Q I } I� IV Q t t l ! 1 I I t I t ! Cl 158 z p p I W IPRIVA I 2 I j 1 I I j t F- v ; X o o _ o _ . a , a e I. .. N W € O „ W �V U . �► x _ SDR 3 I o t t t J 1 TING 4; � 1 50 a Li t O W 152 152 Z tu j PAV ENT VC Q } CF S: i i ! P STORM DR`AIN CLEANOUT Z o ; _g pl CFS' t } ! T 37. PE R SHEE . Lu } I i 142 I I S 2 00 E SHEE 5 P C I% MI H L V ER 5 �? -- -- W a p - 40.00' CUR JNL ET PE R S.D.R.S.D. g p _ E i 14$ C 134 / T.', .11. Lu 14 4 W w / ti A LL EXISTING UTILITY LOCATI NS. E 5 g Q L w L i i ! ! Z �� f 3 a 144 t i Na I i i t +r WATER TIGHT JOINTS i 3 } Q i i ! i i t } i ID ? i t } 1 - TOkM DRAIN CLEANOUT STA. _ , A R CJq .L ; I I SE Eli L A -rERA L Pfd OFIL E I t t � � t ,� I Ha FOR � - LAIJ 1. MANHOLE COVER PER S. R. S.D. A H RI - V R T " =8 ' ALL EXISTING TILITY L OCA TIONS. SC LE. 0 Z. 1 "_20' E T. t M-4 f i i I i t ' i - - - I i i i i i 1 AS SHOWN F A � . p � 0 L.F. OF LL i 12 i SOUND; WALL � € t ' =20' �� °— _ F - I 122 : ROUNDED PIFL< ENDS } } SCALE: HORJZ P _ _ E 146 - STORM DRAIN: CLEANOUT p b =6.34 FS 3 6 P R H GL FOR Q 98 E - S TA 3 33. o '• i � ' - -- " '----SHEET 3 OF 5. � t .F. OF PVC t \. y- vi O 0.47% SDR 5 • : � ! i } W CAS _ a t t I E t F Op 0 = ! 1 i i I HGL 3 24 R t XI T — = —+- -- — '�"---- - --+ -- -- b O 11 ry 9 142 6 p S DRAId — 16.0 CHANNEL -� OF 5. 24 it ;V 4 L•F 5 W_ 3 0 i I t s -I J i , i D I I t i i I W i ! s F► ! ' } i i i I I V A i :18.0 CFS !3$ LEVA T16N VIE W O ob. { x ' 1 :1(6.82; L.F. 0 2 4 4i i OF PIPE T C CO NE T ION' } � -1350 2•�rd TORN( RAIN EL CA MI 0 ; REAL I + 3 t RAF. TO S.D.R. D. D 7$ FOR (PLAN VIEW AND NO S i I CALE HORIZ 1 "_2 ' VERT 1 c4 o�v 1 i 3 �y T ! 3 I In• I. S. CONSTRUCTION NOTES PA VWG ® REMOVE EXISTING AC PAVEMENT. ® REMOVE EXISTING AC DYKE. EXIST SEWER ® SAWCUT EXISTING. ® CONSTRUCT 4" AC OVER /2` CLASS IF AS. CONSTRUCT 6` TYPE CURB AND GUTTER PER S.D.R.S.D. G-2 ® OVERLAY EXISTING AC, MINIMUM C THICK, TO PROVIDE SMOOTH TRANSITION ® CONSTRUCT 4` PCC SIDEWALK PER S.D.R.S.D. G 7l Ia"' P.V.C. 136' © 18' P.V.C. NYSTALL STREET LIGHT PER S.D.R.S.D. f -1 ' 63' 73' PROP. R.O.W. ® CONSTRUCT 5 112" THICK CONCRETE DRIVEWAY AND CROSS GUTTER PER ( 10' 53' 53' 0' S.D.R.S.D. 6-12 (DRIVE W =30', GUTTER W_10', CURB OPENING L =100'1. 5' I 55' EXIST. R. W. 10 CONSTRUCT CONCRETE PEDESTRIAN RAMP, TYPE A. PER S.D.R.S D. NO 6-27 AND 3 t v ® 6-32. IMOD. TO CONFORM TO ADA) NEW CONSTRUCTION TO MATCH EXISTING FMISHED SURFACE. Z MIIV H r O ADJUST TOP OF EXISTING TELEPHONE VAULT. 0.5' ITYP.1 XI c� 6 k Iw 3® PROTECT EXISTING W = 38' MIN. I5' TYP -1 ® A.C. TRENCH 8-RESURFACE 24' R.C.P. Z I VARIES VARIES � o _ W nA a CONSTRUCT CONCRETE PEDESTRIAN RAMP TYPE 'B' PER S.D.R.S.D. G - 28 �ci H a o gyp'(' STORM DRAM t Z SLOPE _ 5' 4' _ _ PER PLAN 2.0' 2.5' 2.0' — — — ® rC.\ ` : 4UCT CURB MEET TYPE 'B` PER S.D.R.S.D. NO. D -2. MANHOLE COVER 112" R (TYP r WEAKENED f' -- — — _ 41 CONSTRUCT CONCRETE APRON PER S.D.R.S.D. Nu. 0-20. PER S.D.R.S.D. M -4 PLANE JOINT I L � - -EXIS — _ ® INSTALL 18" RCP PER PLAN. 2 2 4` .C.C. SIDEWALK PER 6-7 1/2" DIA. CONT. -� . TIN G PAVEMENT ® INSTALL 24' RCP PER PLAN. STEEL BAR I oD w EXIST. TOP OF CONSTRUCT CURB INLET TYPE 'A' PER S.D.R.S.D. No. 0-1 = - \, 6 TYPE G' CURB PER 6 - 2 24 - PAVEMENT STRUCTURAL SECTION: 4" A.G. ON Z CL 0 QCr. BASE (MIN) OVER I2` ® CONSTRUCT TYPE 'A' CLEANOUT PER S.D.R.S.D. D -9. 4" J .C.P. _ NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. PER 1/2" DI A. STEEL DOWELS ® CONSTRUCT PIPE TO CHAN CONNECTION PER S.D.R.S.D. D -73 (MOD. PER DETAIL ABOVE) 3 SOILS TEST. ISEE Tl_9.0 GEN. NOTE NO. 2, SHEET 11 S. ® �---- CONSTRUCT CONCRETE BACKFILL PER S.D.R. S -8 AT 4' O.C. MIN. LENGTH 8 SEPTIf MOD. TYPE 'A' CLEANOUT _ 1 0 D1 FI ED CU RB C RB TYPI AL STREET SF C TI0A1 © JOIN EXISTING SEWER MANHOLE WITH r PVC LATERAL. �` 3 7+20.00 . S .D.R. S .D. TYPE B � (M J 6! CONSTRUCT 8" PVC SEWER LATERAL. BEDDING PER S.D.R.S.D. S - TA. • PER D - 9 NOT TO SCALE NOT TO SCALE �. ® CONSTRUCT SEWER CLEANOUT PER S.D.R.S.D. S - NOT TO SCALE �. DENO' ES ELEVATIONS SHOWN ON PROFILE, SHEET 3 ' •�_ ��pFESS /(�, ql� w Oberon k, 91116 91116 0 W w ftone (619) 561 -1500 m * EARS ENGINEERING rur (619) 597 -05 Ne L T cwl Bn'aeers Lead qw -eyms o F A,° o OF c E:) Ul REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY 0 F E N C I N ITAS ENGINEERINC DEPARTMENT DRAWING NO. R. P. T. T. . H. E.K.A. �. BENCH MARK: A STREET CENTERLINE MONUMENT PLANS PREPARE UMDER SUPERVISION OF RECOMMENDED APP V PUBLIC IMPROVEMENT PLANS FOR: Lu ON EL CAMINO REAL (MARKING B.C.). CENTERLINE STATION 38.84.95. HORIZONTAL AS SHOWN Zt' Qf L 0.72 MILES NORTHERLY FROM DATE: EL C A M I N O REAL CENTER 41M ENCINITAS BOULEVARD. k. PA COORDWATES: N 1.%5,512.401 E 6,29,507536 R.C.E. NO 36083 DATE: O - ?� DATE: � - TYPICAL S E C T I O S AND DETAILS NAD 83, PER COUNTY OF SAN DIEGO VERTICAL IN K E T EXP. .1 WORK PROJECT NO. TPM 94 -191 SHEET 2 OF 5 ELEVELEV.: 143.335 AATU* U.S.C. a G.S. ERIC ARMSRONG �. 19% NoText CONDUCTOR SCHEDULE AWC SIZE P GROUP B CONDUIT SIZE AND RUN POLE SCHEDULE ■ POLE OR 3" 3" 3" 3" 3" 3" 2 -4' OR MOUNTING PED SIGNAL PED PUSH BTTN I.I.S.N.S POLE LOCATION* cM WtAL • A7 NO DESCRIPTION SIG MA CABLE TYPE E CIRCUIT 1 2 MTG. 4 QUAD 6 7 NO. 14 CABLES 1 b POLE - 1 55' 15' 40OW 3 -MAS SV -1 -T SP-1 -T C C S 2 -- -- -- -- -- 1 1 0 0 - 3 -_ -_ -_ -_ 1 1 1 J / 1 1 , N N 19 -2 -70 25' _- _ 40OW MAS SV -1 -T - 2 D D LT 4 -___1 1 -A - - - U 3 U TV- 1 -T SP -1 -T ( 5 - 1 - 1 - 1 -- -- -- - 1 C C 15' 40OW I 6 -- — — -- -- -- — TO 12 TT �6 PPB POST -- -- - -- -- -- 1 6 E j 7 - 1 24 -3 -70 35' 1 40OW MAS SV -2 -T SP -2 -T 6/8 E/S LT /RT El Camino Real SEE PLAN ■ ALL EQUIPMENT IS NEW S S -- -- -- -- -- -- -- PRELIMINARY. CONTRACTOR SHALL POTHOLE ALL SIGNAL POLE LOCATIONS AND TOTAL CABLES -3 CONDUCT. /12 CONDUCT. ;Zj Z� CITY FOR EXACT PLACEMENT PRIOR TO CONSTRUCTION OF FOUNDATION. LIGHTING - 2 2 - 2 2 2 10 IISNS - 2 2 - 2 2 2 TYPE "B" DLC 1 LOOP LEAD -IN - - 2 - - - 2 2 - - - 5 5 5 5 3 - - - - - - - 4 5 - - - 2 2 2 2 6 - - 5 - - - 5 8 - - - - - 2 2 TOTAL DLC — 1 8 7 7 9 17 INTERCONNECT CABLE — — — — — — 2 SCALE: 1" = 20' 20 10 0 20 40 1"=20' GRAPHIC SCALE LEGEND TYPE "D" LOOP DETECTOR TYPE "B" LOOP DETECTOR PEDESTRIAN BARRICADE -{ EMERGENCY VEHICLE PRE- EMPTION DETECTOR PHASE DIAGRAM o: U M DEDICATED EASEMENT FOR SIGNAL MAINTENANCE 28' 1 (416U) 29' I ) - � I ECR DETAIL " A" EMERGENCY VEHICLE OPTICAL SENSOR INSTALLATION DETAIL "B" N.T.S 21' REMARKS GROUP A GROUP B POLE SCHEDULE ■ NOT z STANDARD USED LUMINAIRE VEHICLE SIGNAL MOUNTING PED SIGNAL PED PUSH BTTN I.I.S.N.S POLE LOCATION* cM WtAL • A7 NO DESCRIPTION SIG MA LUM MA HPSV MAST ARM POLE MTG. 0 QUAD ARROW LEGEND E B C 1 b 29 -5 -70 55' 15' 40OW 3 -MAS SV -1 -T SP-1 -T 8 S LT - 7' - 4' 2 1 -A - - - - TV- 1 -T SP -1 -T 2 W RT - 12' - 2.5' 3 19 -2 -70 25' 12' 40OW MAS SV -1 -T - 2 W LT El Camino Real 22' - 2.5' 1 -A - - - - TV- 1 -T SP -1 -T - - - - - 7' 2.5' 29 -5 -70 55' 15' 40OW 3 -MAS SV -2 -T SP -1 -T - - - - SEE PLAN �6 PPB POST - - - - - - 6 E RT - SEE PLAN 24 -3 -70 35' 12' 40OW MAS SV -2 -T SP -2 -T 6/8 E/S LT /RT El Camino Real SEE PLAN ■ ALL EQUIPMENT IS NEW • POLE LOCATIONS ARE PRELIMINARY. CONTRACTOR SHALL POTHOLE ALL SIGNAL POLE LOCATIONS AND COORDINATE WITH THE CITY FOR EXACT PLACEMENT PRIOR TO CONSTRUCTION OF FOUNDATION. PHASE DIAGRAM o: U M DEDICATED EASEMENT FOR SIGNAL MAINTENANCE 28' 1 (416U) 29' I ) - � I ECR DETAIL " A" EMERGENCY VEHICLE OPTICAL SENSOR INSTALLATION DETAIL "B" N.T.S 21' REMARKS R/W NCTD 5 06P 0 11 2 06P EL CAMINO REAL �2 "C, 1 DLC r SLPB 0 4 11 O EX R32 R/W _ - - - - - i . .� 01 1 C _stir -- - -- — I I -� _ QLL ----- L - - - -- =SLPB - - -- - +� ��------- C - - - -- -L -- - ` " 01 1 C s, , -------------------------- - - - - - - -� ` t I -- - -- - - - - -- - -- - - -- - ------------------------L------- _ ti -------- - - - - -- --- - -� - -- - - -r - ------- - - - - -� �, Oil r -- -------------------- _____J _J - t ____J _J �___� �_ L_ -___ -_ ___ I J _J �_ \L____ ___ _ __ __ _J� �_ ` 1_ _ 06 - --- - - - - -- --------- Y - - - - -- - - - ------------- ------------------------ - t I - - I - - - - -- ---------------------------------- 7- --1--� �--- ------------ ------ - - -- -- -- - -p - - - - -- - -- i - -- - - - - -- U, - -- ------------ - - - - L ES -5F TYPE II I I _ 05 -- --------------------- - - - - -- - - -- —_, --T-- -- - -- _ - - -- - - -- -- .. j ...t, ^ 08 IQ 08 S v io R96 EF/ _ II - y to R96A II <, / _ r - C S ► ' ' ' _ -TV _________ v - - - - -_ - J - - - - -'- - J - - - - - - - - -- - -- - -- -- - -- - -- - -- - -- - - -- - -- - -- 4 I I - - - -- - ^ -- - - - - -- M N iv I I PO N 0 rD N II == - - -- --- - -- _ - -- - -- - -- - -- -T -- -�6. I� A -- - - -- -- -- -- -- - -- 285 TO LIMIT LINE -�- R10 - SPR PB R73 -2 _ v v v , - - -" R10 EX R7 i 1 `' - -- ----------------------------------------- - - - --� -----------------------------------------------•-------- - ---------------------------------- - T ------------- - - - - -- _----------- _----------- _----------- r - - - -� - - - - -- EX R7- - - - - - -_ -------------------------- j --_------------------------------------------------- - - - -- =--- - - - - -- =- - - - - -- ----------- - - - - -- - - - - -- <�v ---- - - - - -- ------- - - - - -- = 1 - I1 -' - R10 - - -- 34 L 35 14 ", - �_ %' a 04 36 (7) c�' D j 3 I I �. v ---------------- - - - - -- v------------------- - - -T1< - - - -- _ }------- -� - - -- 39 ----- --- - -- 4 o f LO N *- - - - - -- - --------------------------- - - - - -- - -- ------ ------------------ ------------------- 285 TO LIMIT LINE v I I R73 -2 6 ,n � � V 02441 -_ -- 1 I - ___�_____ - - _ - _ 12PR #19 IC TO GARDEN VIEW 3<� INSTALL 12PR#19 TO ___ _ - ___ ^ _- ^ it _ - -- _ -- -- - -- � -•al -� E- N !� -T tv 1� - N VIA MONTORO IN ,' I -T N N 1 I 4 �I 'n -T - - - - -7 EXISTIN CO NDUIT - 1 1 02•f 1 (APPROX 1200') 1 -5F TYPE II I I 1 N n -T -- N D it 4r 5 96 11 96A R26 T r �• _ y _ -- ------ --- ----- ------ - -�- -� r - - � - - _ _ _ I - - _ - _ - - ___ - - -- -T - , - - -- _ - - - - - - , p� _ - _ - -- _ - - E- - - �! _ _ _ - - E -------------------- = Oi I 02 ' \ 4 ----------- ---------------- ` i i - -- ---- - - - - -- - I �1 _ _ 04 — — 4 �4� — — -T- — — f — — — — — — — —--------==---- - - - - -- - - -- � T 1 -T- - - —_� E- N - — {l� r = 2 "C, 1 DLC E 4 I 5 2 6 1 'coy - - - -- - _ - - - -- -- R26 2 4 / 8J8 8J8U) 8 1 _ 2 "C, 2- 12PR #19 1 1 SDGE TRANSFORMER 3 ' 2 "C, 2 #10 (LIGHTING) AND _ 6 CONSTRUCTION NOTES L R /W SEE UTILITY PLAN R/W 2 #10 (IISNS / �' GENERAL N 0 TE S " 0/ O2 INSTALL TYPE 170 CONTROLLER WITH BI -TRAN 200SA SYSTEM SOFTWARE WITH ALL AUXILIARY EQUIPMENT NECESSARY TO PROVIDE THE 2 2#6 (SIGNALS), �/ i� INTENDED DETECTION AND OPERATION IN A MODEL 332 CABINET ON A NEW FOUNDATION. CABINET SHALL BE EQUIPPED WITH BEST LOCKS. 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 #10 (LIGHTING), STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. AND 2 #10 (IISNS) i 2 "C, 2#6 (SIGNALS) F INSTALL 120 /240V TYPE III -BF SIGNAL AND LIGHTING SERVICE ENCLOSURE. USE 40 AMP SIGNAL BREAKER AND 30 AMP .0e LIGHTING BREAKER AND 15 AMP SIGNAL BREAKER FOR I.I.S.N.S.. SIGNAL AND I.I.S.N.S. CIRCUITS SHALL BE 120V METERED 2. LOOP DETECTORS SHALL BE 6' X 6' CENTERED IN LANE SPACED 10' APART IN DIRECTION OF TRAVEL UNLESS OTHERWISE SHOWN. AND LIGHTING SHALL BE 120V UNMETERED. ALL LOOP DETECTORS, EXCEPT LIMIT LINE LOOPS, SHALL BE TYPE "B" INSTALLATIONS. LIMIT LINE LOOPS SHALL BE TYPE "D" CONFIGURATION. LOOP, WIRE SHALL BE TYPE "2 ", AND LOOP DETECTOR LEAD -IN CABLE (DLC) SHALL BE TYPE "B ". ALL NECESSARY STRIPING SHALL BE / %� DEDICATED EASEMENT a INSTALL 3 " CONDUIT WITH PULL ROPE AS REQUIRED BY SDG&E. EXACT LOCATION OF CONDUIT TO BE DETERMINED BY LOCATED PRIOR TO POSITIONING OF DECTECTORS. SDG&E IN THE FIELD. CONTACT MS. SUE BUTTON AT (619) 654 -1218 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 3. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED. � FURNISH AND INSTALL EMERGENCY VEHICLE PRE- EMPTION DETECTOR ASSEMBLY (OPTICOM) ABOVE SIGNAL HEADS AT L / 4 4. LUMINAIRES SHALL BE FULL CUT -OFF WITH TYPE IV PHOTO ELECTRONIC UNIT. LOCATIONS SHOWN ON PLAN BY "Y" SYMBOL. OPTICOM SHALL BE 3M OPTICOM PRIORITY CONTROL SYSTEM, / 5. ALL NEW VEHICLE HEADS SHALL HAVE BACKPLATES AND 12" GLASS LENSES. / 14 MODEL 521. SEE DETAIL "B ". 6. PEDESTRIAN INDICATIONS SHALL BE TYPE "G ". DEDICATED EASEMENT 2• (8� a5 INSTALL SIGNS ON TRAFFIC SIGNAL POLE WITH STRAP AND SADDLE BRACKET. 7. PEDESTRIAN PUSH BUTTON SIZE AND MOUNTING HEIGHT SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT, "ACCESS ABILITITY 6 �2� Fil INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES -6T, DETAIL "U ". If r ' 1I GUIDELINES FOR BUILDING AND FACILITIES. / o QRpFESS/ A�-- �u I L� 8. ALL SIGNAL POLE STANDARDS SHALL HAVE ANCHOR BOLT COVERS. 39' ��`' faF E' Efl FROM THE EXISTING CONTROLLER AT VIA MONTORO AND REPULL TO PROPOSED CONTROLLER. INSTALL NEW INTERCEPT EXISTING INTERCONNECT CONDUIT AND INSTALL PULL BOX. PULL BACK 12PR #19 INTERCONNECT �`�`' �� 9. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO W �+ 12PR #19 INTERCONNECT CABLE FROM PROPOSED CONTROLLER TO THE EXISTING CONTROLLER AT VIA PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ac DF.6 -30-96 MONTORO IN EXISTING CONDUIT. Kimle Horn * NO. C 51162 * -� ' p �,� ELI IL 1Z � G0I2I7 t2wA -j I A,0 wesz� AIZE t �E u �� y- I Ir~.&T10w Pv_I5Tat�� DTI-Itz ". WNtt,X--' �� tWF09MATtO1-J IS 15r- Mv - TO I0�)E_ and Associates, Inc. F OF 1.�F0 1'f1= - 1 4P5L.�j 1✓L*COL e4J&I1�1 C?ZIWA C^jw6 ITOj (.112,Ar 'rrll l0� NO� 2100 WEST ORANGEWOOD AVENUE, SUITE 140 C 1 �pG c� I P�L� �°� 'il.�� OF 1 lzr G -g21�IG�CT101 -1 I O;Z At�pLY�Ij - (1-�E 14J� h'1t��I�J o� �o� �-1 �• ORANGE, CALIFORNIA 92668 © 1994 REVISIONS I APPROVED I DATE I REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRA CHEGRPD BY APPROVALS CITY O F E N C I N ITAS ENGINEERING DEPARTMENT I DRAWING NO. TTM .0 2A-% I PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED = 2D �I n HORIZONTAL ' DATE: / BY: 0 C ' ` . BY• � TRAFFIC A��I� SIGNAL PLAN 4= R.C.E. NO.: C 51762 DATE: — 9� DATE: -� o �� 8- CAMM FEAL AT SHOPPM CX+TMR T5-03 VERTICAL ENGINEER " I GLEN R. PEDERSEN EXP.: JUNE 30 lase WORK PROJECT N0. TPM 94 -191 � SHEET 4 OF 5 _ NEW vs 0 M 0 3 0 O O Pei Z W LL GROUP A GROUP B NOT z a USED 01 02 03 04 a --° I Q N NOT z o! USED 1 b 05 06 07 08 02 & 06 ON VEHICLE RECALL 04 & 08 DOUBLE ENTRY "NON -LOCK" AND TIME DELAY FOR RIGHT TURNS R/W NCTD 5 06P 0 11 2 06P EL CAMINO REAL �2 "C, 1 DLC r SLPB 0 4 11 O EX R32 R/W _ - - - - - i . .� 01 1 C _stir -- - -- — I I -� _ QLL ----- L - - - -- =SLPB - - -- - +� ��------- C - - - -- -L -- - ` " 01 1 C s, , -------------------------- - - - - - - -� ` t I -- - -- - - - - -- - -- - - -- - ------------------------L------- _ ti -------- - - - - -- --- - -� - -- - - -r - ------- - - - - -� �, Oil r -- -------------------- _____J _J - t ____J _J �___� �_ L_ -___ -_ ___ I J _J �_ \L____ ___ _ __ __ _J� �_ ` 1_ _ 06 - --- - - - - -- --------- Y - - - - -- - - - ------------- ------------------------ - t I - - I - - - - -- ---------------------------------- 7- --1--� �--- ------------ ------ - - -- -- -- - -p - - - - -- - -- i - -- - - - - -- U, - -- ------------ - - - - L ES -5F TYPE II I I _ 05 -- --------------------- - - - - -- - - -- —_, --T-- -- - -- _ - - -- - - -- -- .. j ...t, ^ 08 IQ 08 S v io R96 EF/ _ II - y to R96A II <, / _ r - C S ► ' ' ' _ -TV _________ v - - - - -_ - J - - - - -'- - J - - - - - - - - -- - -- - -- -- - -- - -- - -- - -- - - -- - -- - -- 4 I I - - - -- - ^ -- - - - - -- M N iv I I PO N 0 rD N II == - - -- --- - -- _ - -- - -- - -- - -- -T -- -�6. I� A -- - - -- -- -- -- -- - -- 285 TO LIMIT LINE -�- R10 - SPR PB R73 -2 _ v v v , - - -" R10 EX R7 i 1 `' - -- ----------------------------------------- - - - --� -----------------------------------------------•-------- - ---------------------------------- - T ------------- - - - - -- _----------- _----------- _----------- r - - - -� - - - - -- EX R7- - - - - - -_ -------------------------- j --_------------------------------------------------- - - - -- =--- - - - - -- =- - - - - -- ----------- - - - - -- - - - - -- <�v ---- - - - - -- ------- - - - - -- = 1 - I1 -' - R10 - - -- 34 L 35 14 ", - �_ %' a 04 36 (7) c�' D j 3 I I �. v ---------------- - - - - -- v------------------- - - -T1< - - - -- _ }------- -� - - -- 39 ----- --- - -- 4 o f LO N *- - - - - -- - --------------------------- - - - - -- - -- ------ ------------------ ------------------- 285 TO LIMIT LINE v I I R73 -2 6 ,n � � V 02441 -_ -- 1 I - ___�_____ - - _ - _ 12PR #19 IC TO GARDEN VIEW 3<� INSTALL 12PR#19 TO ___ _ - ___ ^ _- ^ it _ - -- _ -- -- - -- � -•al -� E- N !� -T tv 1� - N VIA MONTORO IN ,' I -T N N 1 I 4 �I 'n -T - - - - -7 EXISTIN CO NDUIT - 1 1 02•f 1 (APPROX 1200') 1 -5F TYPE II I I 1 N n -T -- N D it 4r 5 96 11 96A R26 T r �• _ y _ -- ------ --- ----- ------ - -�- -� r - - � - - _ _ _ I - - _ - _ - - ___ - - -- -T - , - - -- _ - - - - - - , p� _ - _ - -- _ - - E- - - �! _ _ _ - - E -------------------- = Oi I 02 ' \ 4 ----------- ---------------- ` i i - -- ---- - - - - -- - I �1 _ _ 04 — — 4 �4� — — -T- — — f — — — — — — — —--------==---- - - - - -- - - -- � T 1 -T- - - —_� E- N - — {l� r = 2 "C, 1 DLC E 4 I 5 2 6 1 'coy - - - -- - _ - - - -- -- R26 2 4 / 8J8 8J8U) 8 1 _ 2 "C, 2- 12PR #19 1 1 SDGE TRANSFORMER 3 ' 2 "C, 2 #10 (LIGHTING) AND _ 6 CONSTRUCTION NOTES L R /W SEE UTILITY PLAN R/W 2 #10 (IISNS / �' GENERAL N 0 TE S " 0/ O2 INSTALL TYPE 170 CONTROLLER WITH BI -TRAN 200SA SYSTEM SOFTWARE WITH ALL AUXILIARY EQUIPMENT NECESSARY TO PROVIDE THE 2 2#6 (SIGNALS), �/ i� INTENDED DETECTION AND OPERATION IN A MODEL 332 CABINET ON A NEW FOUNDATION. CABINET SHALL BE EQUIPPED WITH BEST LOCKS. 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 #10 (LIGHTING), STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. AND 2 #10 (IISNS) i 2 "C, 2#6 (SIGNALS) F INSTALL 120 /240V TYPE III -BF SIGNAL AND LIGHTING SERVICE ENCLOSURE. USE 40 AMP SIGNAL BREAKER AND 30 AMP .0e LIGHTING BREAKER AND 15 AMP SIGNAL BREAKER FOR I.I.S.N.S.. SIGNAL AND I.I.S.N.S. CIRCUITS SHALL BE 120V METERED 2. LOOP DETECTORS SHALL BE 6' X 6' CENTERED IN LANE SPACED 10' APART IN DIRECTION OF TRAVEL UNLESS OTHERWISE SHOWN. AND LIGHTING SHALL BE 120V UNMETERED. ALL LOOP DETECTORS, EXCEPT LIMIT LINE LOOPS, SHALL BE TYPE "B" INSTALLATIONS. LIMIT LINE LOOPS SHALL BE TYPE "D" CONFIGURATION. LOOP, WIRE SHALL BE TYPE "2 ", AND LOOP DETECTOR LEAD -IN CABLE (DLC) SHALL BE TYPE "B ". ALL NECESSARY STRIPING SHALL BE / %� DEDICATED EASEMENT a INSTALL 3 " CONDUIT WITH PULL ROPE AS REQUIRED BY SDG&E. EXACT LOCATION OF CONDUIT TO BE DETERMINED BY LOCATED PRIOR TO POSITIONING OF DECTECTORS. SDG&E IN THE FIELD. CONTACT MS. SUE BUTTON AT (619) 654 -1218 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 3. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED. � FURNISH AND INSTALL EMERGENCY VEHICLE PRE- EMPTION DETECTOR ASSEMBLY (OPTICOM) ABOVE SIGNAL HEADS AT L / 4 4. LUMINAIRES SHALL BE FULL CUT -OFF WITH TYPE IV PHOTO ELECTRONIC UNIT. LOCATIONS SHOWN ON PLAN BY "Y" SYMBOL. OPTICOM SHALL BE 3M OPTICOM PRIORITY CONTROL SYSTEM, / 5. ALL NEW VEHICLE HEADS SHALL HAVE BACKPLATES AND 12" GLASS LENSES. / 14 MODEL 521. SEE DETAIL "B ". 6. PEDESTRIAN INDICATIONS SHALL BE TYPE "G ". DEDICATED EASEMENT 2• (8� a5 INSTALL SIGNS ON TRAFFIC SIGNAL POLE WITH STRAP AND SADDLE BRACKET. 7. PEDESTRIAN PUSH BUTTON SIZE AND MOUNTING HEIGHT SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT, "ACCESS ABILITITY 6 �2� Fil INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES -6T, DETAIL "U ". If r ' 1I GUIDELINES FOR BUILDING AND FACILITIES. / o QRpFESS/ A�-- �u I L� 8. ALL SIGNAL POLE STANDARDS SHALL HAVE ANCHOR BOLT COVERS. 39' ��`' faF E' Efl FROM THE EXISTING CONTROLLER AT VIA MONTORO AND REPULL TO PROPOSED CONTROLLER. INSTALL NEW INTERCEPT EXISTING INTERCONNECT CONDUIT AND INSTALL PULL BOX. PULL BACK 12PR #19 INTERCONNECT �`�`' �� 9. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO W �+ 12PR #19 INTERCONNECT CABLE FROM PROPOSED CONTROLLER TO THE EXISTING CONTROLLER AT VIA PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ac DF.6 -30-96 MONTORO IN EXISTING CONDUIT. Kimle Horn * NO. C 51162 * -� ' p �,� ELI IL 1Z � G0I2I7 t2wA -j I A,0 wesz� AIZE t �E u �� y- I Ir~.&T10w Pv_I5Tat�� DTI-Itz ". WNtt,X--' �� tWF09MATtO1-J IS 15r- Mv - TO I0�)E_ and Associates, Inc. F OF 1.�F0 1'f1= - 1 4P5L.�j 1✓L*COL e4J&I1�1 C?ZIWA C^jw6 ITOj (.112,Ar 'rrll l0� NO� 2100 WEST ORANGEWOOD AVENUE, SUITE 140 C 1 �pG c� I P�L� �°� 'il.�� OF 1 lzr G -g21�IG�CT101 -1 I O;Z At�pLY�Ij - (1-�E 14J� h'1t��I�J o� �o� �-1 �• ORANGE, CALIFORNIA 92668 © 1994 REVISIONS I APPROVED I DATE I REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRA CHEGRPD BY APPROVALS CITY O F E N C I N ITAS ENGINEERING DEPARTMENT I DRAWING NO. TTM .0 2A-% I PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED = 2D �I n HORIZONTAL ' DATE: / BY: 0 C ' ` . BY• � TRAFFIC A��I� SIGNAL PLAN 4= R.C.E. NO.: C 51762 DATE: — 9� DATE: -� o �� 8- CAMM FEAL AT SHOPPM CX+TMR T5-03 VERTICAL ENGINEER " I GLEN R. PEDERSEN EXP.: JUNE 30 lase WORK PROJECT N0. TPM 94 -191 � SHEET 4 OF 5 _ NEW vs 0 M 0 3 0 O O Pei Z W LL NoText