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1994-3957 I (Plans) KEY MAP LEGEND OW TO K MOE: ALL SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOUR PUBLIC WORKS . PROPERIT DOUROM — .- • -•-•.— NA7ER WNVS - - CONSTRUCTION (LATEST EDITION), THE SAW DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SHEET NUMBERS 4 STORM DRAINS CO M M ITTU:), AND TH E P UBLIC DI REGKNNAL STANDA (ADO PTED RAWINGS (LATEST EDITION) STANDARD -• - - -- ITTT�� f .� il�•�•,�rsw,rl��— PROP. ST. LIGHT ; EXIST. ST. LIGHT 4, ORS FLOW Mr STRE15 -a- '• DESCRIPTION 'ERG. NO. $"YNHOL ANTIZ'Y LIMITS ST. LYS. PER DWG ;325 -I ♦ 100 YEAR 8000 ( `UNLESS N01'E � PROPM /� /� k.. - - -- ��'-' ` ♦ ' RIVrI� �/r — WA . •..•......•..• ............. ...... ................. .............. GAIN I MM — OF — WAY ......................... • ....... ... • . '� t. ................. • .................. — — — — PARCEL .. .............................. .................................... 44 M. PER FIELD SURVEY! ............................ , . ..................................... (129.39) 3 0 ; ,� =__ \ �`' ORAi�U1GE' iT 0 1 C VD.0 WOODLEY - - - - ; sr. tRtADE PER Rs - 1 - 1. ' ............... , ...... ...... ............................... 11.037C] i 1 i i / A.C. PxvnNC of s�IRREET SF RO �, i N APART ; PAVING. t�F. S�TR TS ........... ..:........ ............................... - . _ I�CONSTRUCT AMC. 21,14E SF 09ERUr1' EXIST. A.C. OF JIRCLIJ ..l�. ........ ..... ............................... SF WOW e saaxxxx- =_ sY �-xx xcs G� _ _ y _ er TYPE V CURB a BUTTER ...... ................10- � .............. - ................... - -- 4,900 LF �.. — __ _,� „•. — ...�...�, — __ — _te r = °� _...� Z S' � ..� � MOD. !r TYPE 'S-1' OR '6-3' ME" C11R8..... G-6, DE TAIL SHT. 3 .................. 2,240 LF w —IL. CAM NO REAL _ - - -- - r - -__ _ -- ' _ _ _ _ _ - _ ...................... ................ ------- - ----- - --4 - - - -- ------- -+a- - -- --- - --- - -- _ --� _ — -- - - - = - - TYPE 'A' PEDESTRniN RAMP C-27, TYPE 'Ar, C-32 4 EA 01 ' — - ---" - E� CA1 ENO '` �'- - _.. Ir — -- - - - _ - _ — 1. - _ - P.C.C. SIDEWALK ..... .l ............................. I -7, G-9, 6-10 ................ 24,9D0 SF zb o _- - - _•, _ ---- •-- ........................ -31 M - -44, CJILIRMS. A77........ 1 . 2" LF --- - - -4 —_ __� - - -- - - -- --- - = - - =- ' EL AM 'NO REAL ------------- --_ - -- - -- METAL BEAM GUARD RAIL M 2 P.V.C. SERER .MAIM .. ' ............................ LCWD S-IZ S-19 ................ 70 LF GENERAL NOTES 5 . ............................... s ?� S�►aR MrnNHOLE. LCWD. S-4 .. M-N s E% 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 14. ALL LUMINAIRIFS SHALL PROVIDE TRUE W CUTOFF, AND ALLOW NO 7 $ P.V.C. r�ITER MAI1N .. ............................... OW E3.1: w -2s ................... ---� LF SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- ESCAPE OF LIGHT ABOVE THE HORIZONTAL KEY MAP P .V. C . RECLAIMED 1N .1111M ..................... OMWO E3.1; w -25 ................... RW LF WAY. 15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERAVG SERVICES SCALE- 1" - 200' V COTE WLVE .................. ................... ....O.M. D ....................... — s - M► EA 2. THE STRUCTURAL SECTION SWILL iE IN ACCORDANCE WITH CITY OF DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER � A S INDEX -- 'mnATm SERVICE t'r PER. PLAN}........ O.M. B - 12',8 -fs .................. � o► REQUIRED PRIOR TO CONSTRUCTION. 633 -2770. �}WNER /PERMITEE STATEMENT SOIS E N G IN EERS C C TE 3. APPROVAL OF THESE IMPROVEMENT PUNS AS SHOWN DOES NOT 16. THE DEVELOPER SWILL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH I, JOSEPH G. FRANZONE A REGISTERED CIVIL ENGINEER 1 TITLE / LEGENDS r MANUAL NR RELEASE ASSEMBLY ................ O.M.W.D. 11-2 ................... • ....... CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED fF IS ADD THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BOUNDARY. AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PLMS BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, 2 � 2' BLOW OFF ASSEMBLY ........................... O.M.w.D. A - 1 .......................... , — fJl SURVEYOR. HEREBY CERTIFY THAT SAMPLINGS AND STUDIES OF _ _ 4. ILL UNDERGROUND UTMTES WITHIN THE STREET ftlff -OF -MAY SHALL R i5 FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL t1AYE A THE SOIL CINDITIONS PREVALENT WITHIN THIS SITE 3 CAMINO - R.C.P. STORM DRAM ............................... D .. ............................... 9> -- - � LF BE CONSTRUCTED, CONNECTED AND TESTED PRIOR M CONSTRUCTION OF 17• THE DEVELOPER SWILL WM1RK THE LOCATION OF ERCH SERER LATERAL REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR WERE MADE BY ME OR UNDER MY DIRECTION BETWEEN BM, CURB, CROSS GUTTER AND PAVING. AND WATER SERVICE BY CHISELING THE LETTERS "S' AND lf, 4 El CAMINO REAL WIDENIFMG TYPE 'B' CURB MLET ............................... 0 - 2 .. ............................ ... , 12 EAI RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBIC WORKS THE DATES FEBRUARY 22, 1994 AND MARCH 19, 1994 S. THE EXISTENCE AND LOCATION Of EXISTING UNDERGROUND FACILITIES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF WITH SOILS REPORT GENERATED ENTITLED 'GEOTECH- S EL CAM REAL WIDENING TYPE . f SLAM CM RUT ....................... 0 ............................... > , c 1 E71 SHOWN ON THESE PAWS WERE OBTAINED BY A SEARCH OF THE 1S. THE ADDRESS OF EACH LOT SHALL BE PAIN TED ON THE CURB MIA THE IMPROVEMENTS. NK21L INVESTIGATION, GREEN VALLEY DRAINAGE STUDY THERE ARE NO MANNER AND LOCATION APPROVED BY THE INSPECTOR. AND BRIDGE EVALUATION, ENCINITAS, CALIFORNIA•, i EL CAMINO REAL WIDENING TYPE W STORM DRAM CLEAfW .................. 0 - 9 . ............................... - _ _ _ _ ° = 4 IAA t AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, I FURTHER AGREE TO COWE14CE WORK ON ANY 1111111FIlUVILVEN15 SHOWN ON THESE BATED APRIL 11, 1994, PROJECT No. 4940028 -01; OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER AND ON MAY 16, 1995 WITH SOILS REPORT GENERATED 7 EL CAMINO REAL WIOENING VELOCITY CONTROL. RM ............................ SEE DETAIL, SHT. 12 .................. _ _ _ _ _ _ _ = 4 EA HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY 19. ALL WORK 94ALL BE DONE M ACCORDOCE WITH THE STAIN D ISSUANCE OF THE CONSTRUCTION PERMIT AND 41111 PURSUE SUCH WORK ENTITLED "PAVEMENT DESIGN RECOMMENDATIONS, MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE PROPOSED WIDENENING OF EL CAMINO REAL, SOUTH- = - ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD i EL CAYINO REAL wRDENMNG FMEADhYALL .................... . . . • - • .......... • .... - . D-32. TYPE �........................ = = = = — = 7 EA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE AND INDEPENDENT OF ANY 0 R WORK ASSOCIATED WITH THIS PROJECT OR BOUND LANES BETWEEN GARDEN VIEW DRIVE AND . 6 Iii. LOCATION AND ELEVATION OF OPROVEMENTS TO BE MET BY WORK TO SAW DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO UNDER MY CO 2, 19 EY ROAD, E 95, PROJECT T N N 4 . I DATED MAY i EL ON REAL & � . D-JS .......................... _ _ _ _ _ _ 2 EA !!E DONE SHALL BE CONFIRMED BY FIELD MEASUREMENT'S PRIOR TO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 26, 19 AND BETWEEN ' CONSTRUCTION OF NEW WORK. CONTRACTOR MALL MAKE EXPLORATORY rrr THE DATES APRIL 26, 1995 AND MAY 5,1995 WITH CVO. INTERSECTION DETAIL $1� SIGN 1 3 .................................................. ............................... � EA EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 20. THE CONTRACTOR AGREES MT HE SHALL ASSUME SOLE AND COMPLETE �'• � SOILS REPORT GENERATED ENTITLED "GEOTECHNICAL SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PUNS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF UPDATE AND GEOTECHNIC INVESTIGATION, GREEN 10 WOO" ROAD ST ATE: REET UGHT & PULL BOX W /ANOM BASE FMNWION..... SEE DETAIL. SHT. i ...... 21 E � EA WI ENCINITAS RANCH, ENCINITAS, CALIFORNIA 22,000 LUMEN, 4()0W H.P. SODIUM LAMP P REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS CARL AS COMPANY DATED JUNE 7 1995 PROJECT No. 4940028 -03. 11 LEUCADIA BOULEVARD DWNG FACILITIES AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY BOO AVENIDA ENCINAS, SUITE 1� ONE COMPLETE COPY EACH OF THESE SOILS REPORTS _ __ ..__. DECORATIVE CONCRETE CROSSWALK - - - IBM � CAS NO NO NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE jk0FESS 7. THE CONTRACTOR SHALL NO KW SIN ELECTRIC CONTRACTOR SHALL OFFEND, INDEMNIFY AND HOLD THE OWNER AND THE G1Rl.SBAD CALIFORNIA 92008 COMPILED FROM THE RESPECTIVE STUDIES WITH MY 12 NOODLEY ROAD UTILITIES � Q O (619) 431 -5600 RECOMMENDATIONS, HAS BEEN SUBMITTED P TO THE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 0 OFFICE OF THE CITY ENGINEER. FURHTERMORE, 1 13 LEUCADIA D UTILITIES 0• CA tom` SHALL. COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. M CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, HAVE REVIEWED THESE IMPROVEMENT PAWS AND CERTIFY It TOWN CENTER DR Z EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEtSLIGENCE OF THE CD G7 THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS 14 1RIiFFIC SIGNAL - tAiR'DON VIER RD. NOTICE: THERE EXISTS ELECTRICAL. AND GAS SERVICES WITHIN THIS OWNER OR THE ENGINEER. REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED ~ NO. "1 �r► PROJECT WHICH ARE "UNDERGROUND INSTALLATIONS". FOR ASSESSORS PARCEL NOS. IN THE IMPROVEMENT PLANS AND-SPECIFICATIONS. 15 IIRMFIC SIGNAL - WOODL.EY RD. # Ev• 1201100 LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND 21. THE ENGINEER PREPARING THESE PUNS WILL NOT BE RESPONSIBLE FOR , -- CNII # APPURTENANCES CONTACT SAN DIEGO GAS do ELECTRIC OR LIABLE FOR UNAUTHORIZED CHANGES M OR USES OF THESE PLANS. �/ f E SS i 16 oW USED* COMPANY. TELEPHONE: (800) 422 -4133 ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE 257 - 040 -04, 17, 28, 30, 2, 40 SIGNED' / ! w �CA<1F AS APPROVED BY THE PREPARER OF THESE PLANS. 17 OW USED* THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR M STARTING MARK ; .�t� 8• r' .. �. JOSE:T�H G. NEAR COMPANY FACILITIES AND SHALL. COORDINATE HIS /HER WORK WITH 22. ALL TREES EXISTING RCE 552 WITHIN THE PUBLIC RICK - OF - WAY SHALL BE REMOVED. FR,k NZ ONE 18 OMM PLANS $ WE COMPANY REPRESENTATIVES. + '"' Im aurrE 23. ALL SIGNS SHALL BE ALUM"A WITH JIM HIGH INTENSITY TYPE DECLARATION O F RESPO M1�LE CHANGE EXP. DATE: 12 -31 -97 0-0 SIGNING Simmic AJ S r •�s3�i NOTICE: THERE EXISTS TELEPHONE SERVICES WMIN THIS PROJECT RESPECTIVE FACE OR EQUIVALENT. Uq�• �, BOUNDARY WHICH ARE UNDERGROUND INSTALLATIONS FOR I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT p C NIL 49 - 57 UWDSCAPE ! IRRIIWIDN PLANS , LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC 24- ALL NEW STRIPING AND SANDBUSTNG OF REDUN�f STRIPING SWILL THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE �� M BELL. TELEPHONE: (800) 422 -4133 BE DOME BY CONTRACTOR. PROJECT AS DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS NO • lF Of CA 68 SEWER (E1. CAMINO RE,AiXEVCADtA bL m 9. R SHALL BE THE RESPON CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. SIBILITY OF THE DEVELOPER TO CONTACT THE 25. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RERACEMEW OF ANY t 1. R SHALL BE THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS WITH AND IMPL C01 TOR'S RESPONSIBILITY TO BE \ BEAR THE COST OF RELOCATIONS, IF NEEDED. PROJECT. BY THE CITY OF ENCINITAS AND THE COUNTY OF SAN DIEGO,DEPART- T REQUIREMENTS OUTLINED IMPORTANT NOTICE MENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY WITHIN THE FOLLOWING PROJECT PERMITS: s ww 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE ' 25. R WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE STREET SECTION 4216/4217 OF THE GOVERNMENT � � WKWA: AND -DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY U. S. ARMY CORPS OF ENGINEERS 404 PERMIT REQUIRES A DIGALERT IDENTIFICATION NUMBER , INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES NAME SIGNS AND TRAFFIC SIGNS BY THE CITY ENGINEER'S APPROVAL RESPONSIBILITIES FOR PROJECT DESIGN. - CONTACT (800) 422 -4133. ALFTERATION DEPT OF FISH & AGREEMENT SEC R�u� � ISSUED BEFORE A PERMIT TO EXCAVATE'' P.�ctFtc 27. THE GEOTECHNICAL REPORTS CALLED OUT ON DWG. N0 .43(a7 -I O'DAY CONSULTANTS, INC. W ILL BE VALID. FOR YOUR SERVICE I.D. NUMBER ocewx STATE WATER RESOURCES CONTROL BOARD, CALL UNDERGROUND SERVICE ALERT 4 •• 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS BE SHOWN APPLY TO THESE PLANS. A REGISTERED SOILS ENGINEER OR 7220 AVENIDA ENCINAS, SUITE 204 DIVISION OF WATER QUALITY GENERAL CONSTRUCTION + I ON THE " AS BUILY IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE GEOLOGIST WILL SUPERVISE ALL GRADING ACV" AND ADVISE ON CARL.SBAD, CA 92009 ACTMTY STORM WATER PERMIT O TOLL FREE 1 -800- 422 -4133 \ �• 134 , LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS COMPACTION AND STABILITY GE THE SITE. CHUM DEDICATED TO THE CITY OF ENCINITAS. CALIFORNIA COASTAL COMMISSION COASTAL K TWO WORKING DAYS BEFORE YOLI -DIG. PERMIT NO. 6 -94 -60 8 KS. DEPT. OF FISH S WI O SEFrer # IT NO PAYING SHALL BE DO UNTIL EXISTING POWER POLES ARE 510M R� O DRAIN NOT�S JEFFREY L MITCHELL RCE 35134 DATE RM IT, SECTION 7. 10 (d} OR 4 (d 1 a NE y1c MAP V RELOCATED OUTSIDE THE AREAS M BE PAVED. 2. tT SHALL THE RESPONSIBILITY TO ry1 1. STORM DRAINS 1 - PREPARE DETOUR PLANS AND TO OBTAIN APPROVALS PRIOR TO NO SCALE t '" 13. PRII/AITE ROAD SHOWN HEREON ARE FOR MFORMAETTON ALL STO TO DE 350 D RCP UIRE55 OTHERWISE NOTED. _ OILY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE COMMENCNMENT OF WORK. APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THIS DESIGN OR 2. SEE DWG NO. 43&7 FOR RIP - RAP DATA. ZEimANRETAmPAR'T'NERS " '# Q C" CONSTRUCTION GE THESE PRIVATE IMPROVEMENTS, (IF APPLICABLE). ' , M 2t1 DESIGNED BY: J.D., H.R. DATE: JULY 1995 4, j COY OF , 91» t�RAWN Bar: 6.S.M.. S.M. SCALE: AS SHOWN ENCINITAS FIRE PROTECTION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT COUNTY OF SAN DIEGO IL (818) 913 -0030 FAX (818) 913 -6169 POTABLE WATER SYSTEM APPROVAL RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL DEPARTMENT OF ENVIRONMENTAL HEAL PROJECT MGR J,LM. J08 NO.: 93 -1009 C 0 N`S U L T A^ T S Approved by: BOYLE ENGINEERING CORPORATION Approved by: BOYLE ENGINEERING CORPORATION CARLTAID QEVELOP 7 a Encinos 01vi1 Engineering t/7 - 220 Avenida ENGINEER OF WORK: District Consulting Engineer 'strict Consulting Engineer App el py;� / � App, � �-1. COMPANY Spice 204 Mannin By: LOW 1 41 p .5Nb - 001 -* -0! -, � / �D-eloI-� -01 CorfsbaE. 619 - 331 Survying 9 W W W Date: 7AVI A Date: � t' 5 5M AVIDMA INMAS SWE goo cu�s�o. Ca+uroM► 920M U.S,� Fax:619- � s, -seso wn' �+ Z DATE R. .E. 85 DATE: JOB NUMBER .C.E. 853 DATE: JOB NUMBER (619) 431 -8800 FAX (619) 431 -9020 s JEFFREY L IMTCHELL RCE: 35134 REVISIONS APPROVED DATE REFERENCES DATE BENCH DARK SCALE SAN DIEGUITO WATER DISTRICT J.D. DEM ED IN c.s.lw. s.6. T.G. J.L.M. APPROVALS CITY OF ENCINITAS ENGINEERING D PARTMENT DRAWING NO. w T (�' d PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A OV r IMPROVEMENT PLANS FOR: DESCRIPTION: TOP OF BRASS DISK IN WELL � TAM 94 -066 MONUMENT. HoRTZONTAL AS sHQwN DAM JULY 1995 BY: eY: ENCINITAS RANCH LOCATTOIV: STA. 64 +24 EL CAMINO REAL , � . - 3957 I RECORDED FROM .S.D. CO. VERT. CONTROLPG.105 VERTICAL AS SHG 8y: J EFF R EY IST RE L MffCMELL R.C. NO: 35134 - DATE: � �Zo- 7 DATE: 7 —LO -41 _ PHASE I �1MPROVEI�ENTS ELEVATION: 120.20 DATUM: M.S.L. District Manager Date REGISTERED CIVIL ENGINEER EXP: 9_30_95 T.M. NO 94 CJLMORNa► tOORDM?V MM SW SHEET I OF 58 • ..k an/„/le liwt saQ a p, rtX- �.IOe�ss+ee9��elAer.e�I� - R V 131' R/W R ' s3' se' RECLAIMED WATER NOTES WATER NOTES SEWER NOTES 8' 74' so' 8' nt NFNHAIN MUNICIPAL WA TER T I RAIN MUNICIPAL T i I EUCADIA COUNTY WATER DISTRICT t 50 4 58' 10 ' S , 1 ' , 5' 41 TRAVE LANES TRAVEL LANES i. WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR RECLAIMED 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER DISTRICT 10' 5' 36' 13' AND NON- POTABLE WATER SERVICE OF THE OLNENHAIN MUNICIPAL WATER DISTRICT, THE OLIVENHAIN MUNICIPAL WATER DISTRICT DATED DECEMBER 1987, WITH REVISIONS. (L.C.W.D.) STANDARD SPECIFICATIONS. LANDSCAPED AREA TRAVEL LANES I TRAVEL LANES HARE 5 23 , CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB LANE AREA ORDINANCE N0. 175 DATED MARCH 1989. SITE AT ALL TIMES. 2. THE CONTRACTOR SHALL-SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY EXIST. A.C. BERM 2. WATER WORKS SHALL BE CONSTRU II CTED ACCORDANCE WITH THE STANDARDS OF CONSTRUCTION. TO BE A C. B I � THE OLNENHAIN MUNICIPAL WATER DISTRICT DATED DECEMBER 1987, WITH REVISIONS 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. t TO REMOVED ONED i INSPECTORS SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. 4' PCC S/W AND MODIFIED HEREWITH. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD 3. LC.W.D. STANDARD SPECIFICATIONS ARE AVAILABLE AT THE DISTRICT OFFICE. SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE 3. NO WORK MAY BEGiN OR PROCEED WITHOUT DIRECTION OF INSPECTOR. TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE TYPE .G. CURB "' OVERH_AYe*s tTM ICKNESS & LMr11T'S WIRT, SEE PLAN) INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. 4. INSTALL A W41MUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED SPECIFICATIONS. & GUS 5 , AC PAVEMENT OVER APPROVED BASE * {3) PCC SIDEWALK - 5 - FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER W' SHALL BE CHISELED I' TYPE .(f CURB AC PAVEMENT OVER APPROVED W 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAiN PROFILE, ' STREET. IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE STA. 45 +42 TO STA. 47 +12.75 & GUTTER STA. 69 +07.22 TO STA. 82 +14. TOP OF PIPE PROFILE IS 66- INCHES BELOW CENTERLINE FINISH GRADE PR 7'2 5. LOCATIONS OF RECLAIMED WATER METERS ARE SUBJECT OT APPROVAL BY DISTRICT'S 5. C ROSSIN G S. LC.W.D. TYPICAL SECTION - EL GAMING REAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLO - OFFS TYPICAL SECTION - EL CAMINO REAL INSPECTOR. 3/4 -INCH HIGH LETTERS "RW' SHALL BE CHISELED IN TOP OF EXIST- AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED 6. APPROVAL OF THIS PLAN BY LOCAT ION . DOES NOT CONSTITUTE A REPRESENTATION OF ING CURB OR IMPRINTED IN NEW CURB AT ALL RECLAIMED WATER SERVICE CROSSINGS. IN LIEU OF A MANUAL N ST R RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR TO THE ACCURACY OF THE LOCCATION THE EXISTENCE OR NONEXISTENCE OF NO SCALE NO SCALE 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SWILL BE MADE DRY. HiGH OR LOW POINTS. ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN LIMITS OF THIS PROJECT. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUB - 6, UNLESS OTHERWISE NOTED, CONNECTIONS TO EXIS11 MAINS SHALL BE MADE DRY. 7. CONTRACTOR SHALL NOTIFY LC.W.D. FORTY -EIGHT (48) HOURS IN ADVANCE OF R 138' R R VARIES 127' TO LOT R JECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. 70' 68' VARIES 82' TO 62' 45' MINIMUM IN ADVANCE OF ANY SHUTDOWN. SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SWILL BE NOTIFIED TWO WEEKS 8' 62 ' 58' 10' 8' 39' �6 MINIMUM IN ADVANCE OF ANY SHUTDOWN. 8. THE LC.W.D. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 7. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS, SHALL BE LOCATED ON 5.5' S3' 9' 1 9' 49' 5.5' 53' 21' TO 9' 7' T 9' 32' TO ' THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -UNING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. 9. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 62.05 BY SUBMITTING 5' 48' 1 ' 5 , 48' VARI 24' ° 8. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH OSHA. A COPY OF A DETAILED PLAN SHOWING TH&. DESIGN OF SHORING, BRACING, SLOPING OR OTHER L LAN I TRAVEL LANES u ., LAN 28' TO 18' RAVEL LANE co EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO 8. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING EXIST. BERN '-` t r- THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. THE DISTRICT PRIOR TO CONSTRUCTION. GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE 6.5' EXIST. A.C. B EXIST ROS 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, ARE TO BE PIPE INSTALLATION THEREIN. THIS PLAIN MUST BE PREPARED FOR ALL TRENCHES ?•� - 0 . TO BE REM I A.C. BERM 9. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.: LINE CROS SINGS, > LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIF ALL INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVA- � A�, EXISTING OR PROPOSED UTILITY CROSSINGS OR UTILITIES WITHIN 10 -FEET OF PRO- 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH OSHA. A COPY OF TION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED POSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A THE DISTRICT PRIOR TO CONSTRUCTION. REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. OVERLAY*** O4VERi N 10. THE WATER SYSTEM SHALL PRESSURE TESTED IN ACCORDANCE WITH THE PROCE- LANDSCAPED AREA AC PAVEMENT OVER APPROVED BASE • (3) LANDSCAPED AREA A�PPR�OV�ED BASE O VER 3 TYPE B -3'' MEDIA CURS DURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED 11• ALL PARALLELING, PROPOSED CONK CTiONS�, S BE I E LINE CROSSIN ALL 10. SOI REPORTS SHALL BE SUBMITTED TO LC.W.D. BY A- IALIFlTYPE ED SOILS ENGINEER IF 1 •G' CURB 4 PCC SIDEWALK 6' TYPE C CURB () (SEE DETAIL SHT. 3) AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE C PCC SIDEWALK GUTTER & GUTTER AND APPURTENANCES. EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PRO- SOILS ENGINEER IN ACCORDANCE WiTH ON -SITE EARTHWORK SPECIFICATIONS AND 11. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS POSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. LC.W.D. SPECIFICATIONS. ALL WATER SERVICES FOR IRRIGATION MULTIPLE RESIDENTIAL COMPLEXES AND COI- STA, 48 +69.18 TO STA. 57 +00.00 STA. 82 +14.72 TO STA. 8 +70.6 12. TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. MERCIAL OR INDUSTRIAL DEVELOPMEN SHALL HAVE AN APPROVED BACKFLOW PRE- 11. ALL LOTS SHALL BE SERVED BY A 4 INCH VCP OR PVC (4 ") LATERAL SET AT A TYPICAL SECTION - EL CAMINO REAL TYPICAL SECTION - EL CAMINO-REAL 12. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY THE STANDARD VENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. MINIMUM GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH NO SCALE NO SCALE SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCE- OF 5.5 FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED MEETING WITH THE DISTRICTS INSPECTOR. BY LC.W.D. DURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL 8E USED AS RAN 138, R/w R 115' R 13. RECLAIMED WATERMAiN SHALL BE PURPLE PVC PIPE C -900 STENCILED "NON - POTABLE THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PiPE, VALVES (CLOSED) AND 12 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WiTH MIN. COVER OF 48 INCHES. WATER', WITH 2- METALLIC TAPE CONTINUOUS STRIPS, STAMPED - RECLAIMED WATER'; APPURTENANCES. BUTTERFLY VALVES SHALL BE DRiP -TIGHT AT 200 PSI MINIMUM. 70' 45' STRIPS SHALL BE SET AT TOP OF PIPE AND AT 17 BELOW FINISH GRADE. 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 8' 60' 8' 8, 62' 6p , , , 14. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BU MADE BY USE OF JOINT TO INSPECTOR IMMEDIATELY UPON INSTALLATION. 5.5 53 , 9 , 1- , •• 53 , 5.5 , 3 , 9 , 30 , COUPLINGS WITH 4 MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY THE STANDARD 14. ALL PIPES SHALL HAVE A MINIMUM OF 4 INCHES ( OF CRUSHED ROCK BEDDING AND A MINIMUM OF 12 INCHES (127) OF CRUSHED ROCK COVER AS SHOWN ON 5' 1 �� 5' 5' 48' 1 ' 14' 6' BENDING (CURVING) OF PIPE SHALL BE PERMITTED. SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING LC.W.D. STANDARD DRAWING S -12. TRAVEL LANES TRAVEL LANES TRAVEL LANE 15. BURIAL OF ALL WIRING AND PIPING SHALL MEET OLNENHAIN MUNICIPAL WATER WITH THE DISTRICT'S INSPECTOR. ' i RULES AND REGULATIONS. JO INT 15. JOB MIXING OF CONCRETE IS NOT PERMITTED. 6 . 5 ' EXIST. AC BERM 6.5'{TYP) DISTR EXiST DEFLECTIONS HORIZONTAL AND VERTICAL 16. CONSTANT PRESSURE RECLAIMED WATERLINES SHALL CROSS AT LEAST 12' BELOW 16. COUPLINGS WITH 4 MAXIMUM DEFLECTION PER SHALL BE MADE BY USE OF JO COUPLING (2' PER JOINT). NO f REM I A•C' � D POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST 12' CROSSING SEPARATION BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 16. ALL CONCRETE OF REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE OF 1 ' �_ TO ---- m BETWEEN OTHER UTILITIES. OF THE CONTRACTOR. 'L• . 17. BACTERIOLOGIC TEST SHALL BE-N ACCORDANCE WITH THE STANDARD SPECMTiONS 17. IF A CONSTANT PRESSURE RECLAIMED WATER LINE MUST BE INSTALLED ABOVE A EXCEPT AS FOLLOWS: 17. THE CONTRACTOR MUST SECURE APPROVAL FROM THE LC.W.D. INSPECTOR PRIOR '"' } MST. MODIFIED Ir POTABLE WATER LINE OR LESS THAN 12' BELOW A POTABLE WATER LINE, THEN A. COLLECT THE TWO SAMPLES 24 HOURS APART AND INCLUDE COLIFORM MO HPC. TO BACKFILL OVER ANY SEWER PIPE OR SEWER WYES. � AC PAVEMENT OVER APPROVED BASE • (3) LANDSCAPED AREA AC PAVEMENT OVER TYPE '8 -3' MEDIAN CURB THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE AS B. ALL TOTAL COLIFORMI SAMPLE RESULTS MUST BE NEGATIVE AND ALL HETERO- _4 4' PCC SIDEWALK 6 TYPE .T CURB 4 PCC SIDEWALK 6' TYPE 't; CURB APPROVED BASE ' (3) TYPE DETAIL SHT. 3) DIRECTED BY THE WATER SURVEYOR'S RULES AND REGULATIONS FOR RECLAIMED TROPHiC PLATE COUNTS MUST BE LESS THAN 500 COLONIES PER MILLILITER 18. ALL LATERALS AN6 SHALL BE TESTED BY 'AIR TEST METHOD" AFTER & GUTTER & GUTTER WATER USE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM CENTER PRIOR TO PLACING THE PIPELINE OR APPURTENANCES INTO SERVICE. IF ANY CONSTRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN THE LC.W.D. STANDARD a TRANSITIONAL WIDTH BETWEEN STA. 57 +00 AND 57+aO LINE OF POTABLE WATER FOR A TOTAL OF 20 FEET. OF THE LABORATORY RESULTS ARE NOT SATISFACTORY, REPEAT THE DISINFECTION SPECIFICATIONS. STA. 57 +80 TO STA. 64 +27.22 STA. 87 +70.67 TO STA. 88 +47.82 18. REQUIRED SEPARATIONS, BOTH VERTICALLY AND HORIZONTALLY, SHALL BE MAINTAINED. PROCESS, CONDUCT ADDITIONAL INVESTIGATION INTO THE CAUSE OF CONTAMINA- TION, AND REPEAT THE CYCLE TEST UNTIL ALL SAMPLES ARE ABSENT OF COLIFORMS. 19. ALL ACCESS HOLES (MAN HOLES) SHALL BE TESTED BY "VACUUM TEST' As TYPICAL SECTION - EL CAMINO REAL TYPICAL SECTION - EL GAMING REAL 19. BEST MANAGEMENT PRACTICES SHALL BE TO ELIMINATE OR CONTROL TO THE SPECIFIED IN THE LC.W.D. STANDARD SPECIFICATIONS. NO SCALE NO SCALE BEST EXTENT POSSIBLE PONDING, RUN -OFF, OVER -SPRAY AND MISTING STREET CLASSIFICATION R toe 20. HOSE BiBS ARE STRICTLY PROHIBITED. STREET NAME CLASSIFICATION DESIGN SPEED ADT R/W R/M► VARIES 138' TO 150' R 21. ON -SITE CROSS - CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE EL CAMINO REAL PRIME ARTERIAL 55 MPH 63,000 142' VARIES 70' TO 82' ' 45' WATER LINES ARE STRICTLY PROHIBITED. WOODLEY ROAD COLLECTOR 30 MPH - 77' 65' 8' VARIES 62' TO 74' 60' ULTIMATE 8' 10' 39' 6' VARIES so. 22. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL LEUCADIA BLVD MAJOR ARTERIAL 50 MPH 34 000 10' 67' S5' 10 53' ' TO 21' 7' 53' S.5' 9' 9' 30' OF THE O.M.W.D. 9.5' 77' 4' 41' 6.5' S' t VARIES S 8' 36' 1 24' 6' 10- 23. HOURS FOR IRRIGATION WITH RECLAIMED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. R/W 90' R/W 10' L7237- VEL LANES 1 , 16' TO 28 TRAVEL LANES VEL LANE V 14' mt THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECLAIMED WATER MAY BE 45' 45' CALTRANS EXIST BARRIER LAND BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH 10' 35' 35' 10' - 1% 1% 1 2x TYPE 26 DISINFECTED TERTIARY RECLAIMED WATER SHALL BE UNDER THE SUPERVISION OF THE 1 X EXIST. AC. • •• AREA . BERM I I PAL. C. BERM • . y .: TO BE REMOVED A THE DESIGNATED USER SUPERVISOR. IRRIGATION WiTH WATER OF LESSOR QUALITY 36' TRAVEL LAN ?'� I THAN DISINFECTED TERTIARY RECLAIMED WATER SHALL BE BETWEEN THE HOURS OF I VEL LANES 10:00 P.M. AND 6:00 A.M. TYPE 'A' DECK GRAIN O N2' THICK BRIDGE DECK 8' CURB (FUTURE MEDIAN CURB «• , R_ �i pyERU1Y� 1 , CONS I MODIFIED Ir 24. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- SPRAYING 3'(TYP) 87 -5 (TMp O Ei4CTH CURB 4' PCC SIDEwiWC ONERUIY•*• (THICKNESS VARIES) LANDSCAPED AREA EX TYPE '8 -3' MEDIAN CU I O N SID EWALK S, STREETS AND PRIVATE LOTS. .5 do O MEDIAN AS SHOWN) TYPICAL SECTION - LEUCADIA BLVD. 4' PCC SIOEWALK ( SEE DETAIL SHT. 3) 25. RECLAIMED WATER QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY , ?. � GUTTER CURB AC PAVEMENT OVER APPROVED BASE • (3) GTIME RA URB TI CC PAVEMENT OVER APPROVED BLASE • (3) PER THE O.M.W.D. S RULES AND REGULATIONS SIDEWALK PER t MODIFIED 8' 5' LOOKING WEST 26. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER MAIDS, VALVE BRIDGE PLANS TYPE' 'B - 1' CURB C PCC SIDEWALK BRIDGE THICKNESS, D8ENS10NS & STRUCTURAL DETAILS PER BRIDGE - PLANS SEE SHEETS 18 -44 STA, 64 +27 TO STA, 69 +07.22 STA. 89 +67.82 TO STA. 90 +54.85 BOXES, ETC.) SHALL BE COLOR -CODED PURPLE PER AWWA GUIDELINES. SEE DETAIL SHT. 3 27. ON NEW ON -SITE SYSTEMS (POST- METER), POTABLE WATER, RECLAIMED WATER AND (S • �) � TYPE 'G CURB A.C PAVEMENT N0 SCALE TYPICAL SECTION - EL GAMING REAL TYPICAL SECTION - EL GAMING REAL OVER APPROVED BASE' (2) NO SCALE NO SCALE SEWER LINES SHOULD BE PLACED A MINIMUM OF 4 FEET APART, OR AS DIRECTED & GUTTER BY THE PROJECT ENGINEER AND /OR REGULATORY AGENCIES. MEASUREMENTS SWILL BE BETWEEN FACING SURFACES, NOT PIPE CENTERUNES. , _ TYPICAL SECTION - WOODLEY ROAD • BRIDGE R 13T R *STRUCTURAL SECTION TO BE DETERMINED PER CITY STANDARDS FROM R VALUE 28. DEVELOPER /CONTRACTOR SHALL CONDUCT A CROSS - CONNECTION TEST AND COVERAGE LOOKING WEST 65' TESTS AFTER GRADING IS COMPLETE. TEST AS DIRECTED BY THE O.M.W.D. AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF SCALE , UI1<1DSCApE 55' 10' 1 MIN. 5' A.C., 6 CL -2 BASE OVER 1.0' RECOMPACTED SUB -BLADE 95x R.C. ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 44 2 MIN. 4' A.C., 5' CL -2 BASE OVER 1.0' RECOMPACTED SUB -GRADE 95X R.C. R.C. t/HI DEVELOPMENT ONE 41' .5' !!►' 3 MiN. 6' A�., 6' CL -2 BASE OVER 1.0' RECOMPACTED SUB -GRADE 95x 01- 29. AN ANNUAL CROSS - CONNECTION INSPECTION SWiLL DONE BY EITHER THE�.M.W.D. R � 93 , R/W I 2' 8' 12' S' 36' TRAVEL LAW lXl 6' TRAVEL LAN G � �,� Z AND /OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF TURN IVES 5 SpRS� R 150, R C*tZC923/51% SK► ***OVERLAY AS SHOWN OR AS NECESSARY & COLD PLANE AS REQUIRED FOR RT ' INSPECTION REPORTS WILL BE FORWARDED TO THE NON- INSPECTING PARTY. 45 48 2 3' RN SHARED SHARED LANE y� SMOOTH FINISH SURFACE AS REQUIRED BY CITY ENGINEER. 30. SHOW THE LOCATIONS PROPOSED FOR RECLAIMED WATER 'DO NOT DRINK SIGNS ON 10' 35' 35' 13' E UNE 0. % 2 8' THE PLANS. 2% 2% & 8 ' 77' 53' 31. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS AND ANY WATER WELLS WITHIN THE 36' TRAVEL LANE VEL 26' mp, , �P 5 URN LANE TRAVEL LANES 134 4 � 48 ' 5 ' 30/95 V � RECLAIMED WATER PROJECT SHALL BE ON THE PLANS. �' MODIFIED (8' TRAVEL LANES 32 BACTERIOLOGIC TEST SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS TYPE 'G' CURB TYPE 'G' CURB �' P.C.C. SIDEWALK 23' 4 , MEN EXCEPT AS FOLLOWS: � 3'(TYP) BIKEPATHH GUTTER & GUTTER CRIBWALL EXIST. A.C. BERM A. �� OF CJa.I� O ft Orf COLLECT THE TWO SAMPLES 24 HOURS APART AND INCLUDE COUFORM AND HPC. 8' (P.C.C.) MODIFIED TYPE 'B -1' CURB A.C. PAVEMENT OVER LANDSCAPED AREA 'IENTAYK UP NO. t4 -M O B. ALL TOTAL COLIFORM SAMPLE RESULTS MUST BE NEGATIVE AND ALL HETERO- ?'! SEE DETAIL SHT. 3 APPROVED BASE • (1) ?.7 TO BE REMOVED 11< TO ME" • • TROPHIC PLATE COUNTS MUST BE LESS THAN 500 COLONIES PER MILLILITER K PER 1, 1 4 BRIDGE (FUTURE MEDIAN) - - -- DESIGNED BY: J.D.. H.R. DATE: ALY 1995 W PRIOR TO PLACING THE PIPELINE OR APPURTENANCES INTO SERVICE. IF ANY BRIDGE PLANS TYPE BGDIFl CURB 8 4' PCC SIDEWALK STA. 27+00.00 ''�.• . OF THE LABORATORY RESULTS ARE NOT SATISFACTORY, REPEAT THE DISINFECTION SEE DETAIL SHT. 3 DRJIWN BY: G.S.M., S.B., T.G. SCALE: AS SHOWN � PROCESS, CONDUCT ADDITIONAL INVESTIGATION INTO THE CAUSE OF CONTAMINA- HEADWALL O ARCH A.C. PAVEMENT TYPICAL SECTION LEIICADIA BL 4' PCC SiDEW PR OJECT MGR. J.L.M. J►09 NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText SEE SHEET No.2 ® J Id J U m a y h p U c o co = I Q N W 3 J e W I 45' R11; 45 R11 DELDFATORS 0 20' O.C. + 00 - -- -- - K -RAIL F ep K -RAIL -- i 2 YELL -.. C 12' ..__.._,.. ,...,..__...__.. __, ...... _....... _...._ ....... ..._.. _.,._..,..,... ._.............. _ ..................... _..._ ........ _ _...._y ... EXISL., _.,..__ ....,.. ....._.._,...._._......._.__.., ..� _..,....,,. _............_._ .............! BIKE LANE_ D WHITE _......_..__........ ..._.........._......_,,,....,. _EXIST. SOLID WHITE _... ..?x.. .. ... ._ .. ...3 ... ..... \ ... V l \/ .. .... _ CN 4ff SEXIST. CMP RISER h x 03 LS•£L +a I I• SCALE: 1a 40' o I i I a Z I �• I• I �- ° I • 500. J Vf J 0 m I tD 1 + 411 c-> ^ s J _ 500' 540 + (aJ J I If S 0 _ /� \ a � L Ti + 7EMPOMRY SOLD OW _..___ _. _...._._..__.. _.- =_= •� Y� td ..... ..___.___............_......... ............_._......4. C1 C ...- --. —....— ._...._..._..__,_,._........ _ ........ ... ....- ._._._._._ ..................._. _ -..__ ...0 -.. ..__...._._ .._ .._..._.-__._..._..,,.............._......_....._....._ ..... ..-........................._.._....... _................._........._._ 2 ..... .. ..., r _.__ ....___... _ - .... MIN. K -RAIL , 17 , --' -- - _ t2 _.........__...- .........._.. __ — — — — — — — '-_ EAST S1Rlll 12' TEMPORARI DASHED WHITE 9. DEL _ ._._._.. - ....._........_ . - _ .., . _ _... _ _. _ _....._......._ ._ ......- _._ .._ ._.._._.._.... _ ..._... . _. _......,.. . _ .. _ _ -------- ......._ ...........__., 8.5 12 � 2 — — — — — — — N1 L t2' DELINEATORS • 40' OC (TYP.) o 12' �pWlt(„ SOLD - YELLOw,_ Ar m . ,,,, _ — .. _ _. .., a _ ... _ _ .....,.. _.... - a ...._„„,,..... _ __..___. _ __ .. ....._._ ..... _._......_ ..._— _ .. ..... __� —_ — EXIST. DASHED WHITE EXIST SOLID WHITE _.- - _.._.. -..... _ ...._._ . _.ate....,_ -,_ .... ............. ......_..... ,_. _...,. _. EXIST BERM _ ... .._. _ ..._. Y_ _ ..... _ .. _ . _ ...... . . ....._ ..., ...._ _ ..., .. ..... .., ... _ _...... _ _........_ ...... ......_.._ _ „ _ _.........._ .. , ., . a7 = <. R O it � • 3T. CMP RISER o o z ®< O (7/ ONE M + 000 w }. M CPO TENTATNE MAP NO. 94-00 O QAOFESS/pN' DESIGNED BY: JA.. H.R. DATE: ALLY IM W TEMPORARY SIGNING AND STRIPING PLAN - EL CAMINO RtAL ,��p ol DRAWN BY: r_cu 111 1r SCALE: PROJECT MGR. T.C. J08 N AssllowK �E. '• _ 400 O.: 93 -100Y No. 55981 C N S U L T A^ T S .. 80. 12Id1l96 7220 Avenida Encims Civil Engineering ENGINEER OF WORK: N G Suite 204 Planning y * Carlsbad. Cali fornia 92009 Processing LLJ 619- 931 -7700 Surveying'' // LLJ L Fox:61 9-931 -86M DATE: �T�. Z Z RCE: REVISIONS APPROVED DATE REFERENCES GATE BENCH MAR SCALE SAN DIEGUITO WATER DISTRICT H /1PPRO�VALS OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. DESCRI11oN: TOP OF =0 01% IM WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED TEMPOIVW SK0 AND STRIPNK' PLANS MR: TM 94 -066 sT� �r.ID RE,1L HORIZONTAL AL.S 11 DATE: AALY I ON eY: BY: E N C 1 N 1 TAS RANCH 3957— I— 2/1 11ECOROED FROMM. CO. yw. CONiROL.PG.105 yE�� As MM K R.C.E. N0 DATE• DATE:: 10 - 13 - Up CHASE I IMPROVEMENTS ELE1M M. 120.20 DIArAlk M S.L OlBiiet mom w Do6B REGMTEREO CIVIL DONEER E)P. T.M. NO. 64 -066 CAtiowBl► 00011oBw1[ BNE1c M.. aRB -1BBS %1EET I OF Z F: \JOBS \931009 \9309ST 10 -16 -96 859:22 art EST Xre1s: 9309TRW, 9309TRF2 SEE SIOEf No.1 E \ \ II o 1 40 iiiiiii \ \ ; lit 5 20' w SCALE: 1' - 40" g. I� 125 TRANSITION I + DELINEATERS • °f 40' O.C. (TYP.) L t N ^ r n / 4• f y \ f I 7 EMP R11 C �' • ,? \ 12. WHI1E .� FUTURE MEDIAN It 12' 12' 4 c <_ �' ---- - -�_ - — _ - -- —... I Z N TEMP. p0U9lE YELL 'C� f - .._.. .....� � 1S $� ^�... ...._, TEMP SOUO Y i 1 5 I N i I + C21 OElN EOM • 20' O.C. I I " SEE SHEET No.1 J � O V 8 I D A Q � oQ pApFESS /p TENTATIVE MAP NO. 94-0K a� Cn DESIGNED BY: JA. H.R. DATE: JULY 19i6 W � TEMPORARY SIGNING AND STRIPING PLAN — LEUCADIA BLVD. Uj No. v � D RAW N CT T. & � N0: ASSHON SCALE: 1 "= 40' W1i C0NSULTA TS -• 7220 Avenida Encinas Civil Engineering ENGINEER OF WORK: N CP ��. Suite 204 Planning V1L Carlsbad, California 92009 Processing LLI CA`�F 619- 931 -7700 Surveying LLI W Fox:619- 931 -8680 ��' ��/X' Z RCE: 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAW DIEGUITO WATER DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: TOP OF BRASS " IN WELL PL4NS PREPARED UNDER SUPOVYWI N OF RECOMMENDED TEMPOIMI!'Y SKAW AND STRIPNIC PUM FOR: TM 94-066 'o'' m. Howowx M%TE: AALY 1 BY: BV: E N C I N i TAS RANCH 3957— I -2A LOCATION: STA. 64 +24 EL CAMMO RFAL RECOTt= FROM CO. VERL CONTROLK.105 � . or R.C.E. NO: DATE: DATE: IO -L3't6 PHASE I IMPROVEMENTS ELEVATION: 1=1 DATUM M.S.L DWbiet Mono9N Deft RECISTEM CIVIL E MOUR EXP T.M. NO. 94 -066 CALIFOOM C001WOM NIM We. Jai -1N3 SET Z � Z F:\JOBS\931009\9309ST3 10 -22 -96 6:12:21 pn FST Xrefs: 9309TW, 9309TRF2