Loading...
1995-4402 G (Plans) GENERAL IMPROVEMENT NOTES: - 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. PROPERTY 2, THE STRUCTURAL SECTION SHALL BE IN ACCORDANC S ALL THE GRADING / PRIVATE DRIVE /WATER LINE (OMWD) LLOYD CITY OF ENCINITAS STANDARDS. R VALUE TESTS BE WORK TO BE DONE REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 32' PRIVATE ROAD EASEMENT ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PU C CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 7 WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS PROTECT BOUNDARY. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SA 4, ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY 4.00' 12.00' 12.00' 4.00 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN MUNICIPAL DRAWINGS (LATEST EDITION). CONSTRUCTION OF BERM, CURB, CROSS - GUTTER AND PAVING. WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WORK TO BE DONE CILITIES, DATED DECEMBER 1987 WITH RE THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES EXISTING ROAD (PRIVATE) WATER MAINS AND FAVISIONS. SYMBOL DESCRIPTION STD DWG QUANTITY ha 5 CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ' SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE ON THE JOB SITE AT ALL TIMES. to" CC I!' BASE Mee so0re/ v s tzePCOier ` _ 10300 S THERE ARE NO �x 1 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, \ i 2: 1 3" AC / " OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. _ CUT OR 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS AS REQUIRED BY FILL J ROLLED CURB G -4 HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY CUT OR, > - T�- --� ��� �'_� :�� �� ��� _ - � T ��� FILL • - _ _ _ _ _ _ THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO 79 LF MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND THE PRECONSIRUCTION MEETING WITH THE i L - - - - - - - - - - \ DISTRICTS INSPECTOR. ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 10 MIN ROLLED CURB g. LOCATION AND ELEVATION OF IMPROVEMENTS BE MET BY WORK TO BE NOTE: EXISTING 8" PVC SEWER SOME LOCATIONS 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S ROCK LINED CHANNEL DET 1 /SHT 5 306 LF DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO SEWER MAY NOT BE ON q� INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY SOME RUNS ARE PI TO PI O ADVANCE OF WORK. PCC DRAIN DITCH D-75 (MOD) 530 LF EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES REF. DWG CS 202 INSTALL 8" PVC WATER 0 SUFFICIENTLY AHEAD OF CONSIRUC77ON TO PERMIT REVISIONS TO SEE PROFILE FOR DEPTH 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER so PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION TYPICAL SECTION: DOUBLE LL RANCH ROAD MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTER 30" RCP Q - D -60 LF OF EXISTING FACILITIES. NO SCALE - "- v -�- r - °„ • __ LINE OF FINISH GRADE OF STREET. 7 THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS &ELECTRIC COMPANY RCP FLARED END SECTION PRIOR N STARTING WORK NEAR COMPANY FACILITIES AND SHALL 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO _ D94 TYPE B 1 EA ANDWATEE BE LOCATED 5 -FEET FROM COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN RIP RAP ENERGY DISSAPATOR D -40 2 CY A SIDE LOT LINE. A 314 -INCH HIGH LETTER - -� 20' PRIVATE DRIVETEASEMENT NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT NEW CURB AT ALL WATER SERVICE CROSSINGS. ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF 10.00' 10.00' _ ELECTICAL CABLES AND GAS PIPING AND APPURTENANCES 6. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND WARPED WING WALL D -44 1 EA CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 2' 8.00' 8.00' 2' `\ _. BLOWOFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. HYDRANTS TELEPHONE : (800) 422 -4133. MAY BE USED IN LIEU OF A MANUAL -AIR RELEASE OR BLOW -OFF AC SPILLWAY D -22 2 EA � 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PROPOSED DRIVE /// EXIST 2o'sEWER WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS. S 8" PVC SEWER MAIN S -4 N/A PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL (PRIVATE) / EASEMENT 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE 5 -17 N/A COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. + / MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MH SEWER MANHOLE ELEVATION 3" AC OVER I MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE PER PLAN 6" AGGREGATE BASE NIA UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. U SEWER LATERAL S -13 / AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE 29 I 29 W PVC WATER MAIN CL ZOO E -3.1* 1234 L 2.1 2: 1I 8. CONTRACTOR SHALL COORDINATE WITH DISGIRICT ALL ARRANGEMENTS / COMPANY. �� -� CUT OR FOR HIGH - LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. GV CU GATE VALVE ASSEMBLY D -2.jx� i EA TELEPHONE : (800) 422 -4133 CUT OR FILL NO SHUTUDVJNS WILL PEE. Sr_ " r OU 1.� D Owl Pt FP lOA`C . �" I g, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE / 5 p 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE FH. FIRE HYDRANT ASSEMBLY C -1.2.k 3 EA UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND /O , LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY BEAR THE COST OF RELOCATIONS, IF NEEDED. WHENEVER POSSIBLE. CAP ASSEMBLY 1 EA �- �INSTA� L 8" PVC WATER 10., ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE " UNDERGOUND SEE PROFILE FOR DEPTH 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, W WATER LATERAL - 1" B -1. w.* 6 EA INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES TYPICAL SECTION: PRIVATE DRIVE NO SCALE'` ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. CONTACT : TELEPHONE : (800) 422 -4133 S E Peoi= LE F0.2DEPTr1 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH M.A.R. A.V.V. MANUAL AIR RELEASE ASSY OR A -2. 1 EA � AIR &VACUUM VALVE ASSEMBLY , 11. DELETE NO PUBLIC LIGHTS. CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED 0' IVAT DRI EA S MEN T REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO BLOW OFF ASSEMBLY 1 EA OUTSIDE THE AREAS TO BE PAVED. CONSTRUCTION. S.D• \,./ArF-K° SPtMPL.E- PC>1rtT A -4-Z ! I E -2.3- 6-A•1 Ai 1 0' PROPERTY LINE - 0 13. PRIVATE R IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. 6 6 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE - -- - - PRIVATE OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR ' ' ' 4' CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE N 4 RESPONSIBILITY OF ANY KIND FOR THE DESIGN O CONSTRUCTION of THESE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED UTILITY CROSSINGS, OR CENTER LINE - -- - - PRIVATE IMPROVEMENTS. P OP ED DRI UTILITIES WITHIN 10 -FEET OF PROPOSED WATER MAINS, SHALL BE 1% DIRECTION OF FLOW & 9 Q SHOWH ON IMPROVEMENT PLANS. U 14, DELETE : NO PUBLIC LIGHTS. (P VAT 6" D ® R 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL 2:1 CUT BANK 275 CY Q 15. THE CONTRACTOR SHALL REQUEST FROM THE CITY OF ENGINEER'S OFFICE A E '/EVA N I COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL u PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS ER P AN HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S GF N0710E FOR SUCH A MEETING. PHONE: (619) 633 -2770. SIDE OF WATER METER. � � 0 2:1 FILL BANK 3600 C L BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK EG 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH 16. THE DEVELOPER SHAL - - WHICH V DISTURBED L DESTROYED SHALL BE RE- ESTABLISHED AND 2: 1 THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF DAYLIGHT LINE � REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 2:1 - PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR m SURVEYOR. - TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. STREET SIGN DS -13 1 EA A S NA VE S IL PR ARE WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, P R SOI S EN 2 G EER �- STOP SIGN R -1 ** 1 EA CC 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND INS LL 8 PVC EWE SE PRO E FO DEP 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN INCHES HIGH INTO THE FACE OF CURB. DEIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. �Jc WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. STANDARD SPECIFICATIONS OR DWGS. Q IMPROVEME NTS PER CALTRANS STANDARD PLANS U 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER I L S CTI N. S WER ACC SS OAD N� SC,ILE 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE %k �K AND LOCATION APPROVED BY THE INSPECTOR. I OF JOINT COUPLINGS WITH 4 MAXIMUM DEFLECTION PER COUPLING (2 NO QUANTITIES ARE FOR BONDING PURPOSES ONLY Q PER JOINT). NOT BENDING (CURVING) OF PIPE SHALL BE PERMITTED. � 19. ALL WORK DONE SHALL BE IN ACCORDANCE WITH THE STANDARD _- ,, -� -�_. W SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE DOUBLE xc 7a I- Sf-E� E�t` S Q �` L -n �� L " Wi4�` COTES �� E l0 _ OWNER'S STATEMENT SAN D :EGO STANDARD SPECIAL PROVISIONS TO THE STANDARD LL RANCH V) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN ROAD DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL IT IS AGREED THAT FIELD CONDI170NS MAY REQUIRE CHANGES TO STANDARD DRAWINGS (LATEST EDITION). G1 THESE PLANS. W DOVE HOLLOW > RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER OF WORK NOTES Dr I ROAD IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 0 T ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES J LL PRIOR TO USING THESE PLANS FOR ANY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS Q ? ARE NECESSARY AND DES IRABLE FOR THE PROPER COMPLETION OF O CONTRACTURAL OR WORK PURPOSE, E CHARGE OVER THE THE PROJECT, THAT I HAVE EXERCISED RESPONSIBL Z - IMPROVEMENTS. ENGINEER OF WORK MUST BE CONTACTED DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE cc Q W O o G = 1 FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON IN WRITING FOR HIS CURRENT WORK AND BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS � O1 �, ¢ THESE PLANS WITHIN THE EXISTING CITY RIGHT -OF -WAY WI 60 DAYS SAFETY REQUIREMENTS AND GENERAL WORK CONSISTENT WITH CURRENT STANDARDS. WHIC 1 AFTER ISSUANCE OF THE CON NOTES H MAY: BE MORE RESTRICTIVE STRUCTION PERMIT AND TO PURSUE SUCH J THAN 1 WHIC SHOWN HEREON; AFFECT THE I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND U WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A Q IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WORK; AFFECT THE COST OF THE WORK. REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF A4 i' �'- '�'� °� ° 1 � WITH THE PROJECT OR UNDER MY CONTROL. pFESS/ DATE: 11 /S 9� VICINITY MAP S IGNATURE: V QR Oy (OFESS /O,y J N D. CONWAY E 29067 E 3/3 19 WAYNE .PASCO IeCE29577��E I Z p CON q� 4e 4l R 535 N PwW' l0 /, STEA, SOL AA/ASI:ACH,C4 -7 NO SCALE I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN OWNER: CHRISTOPHER LLOI� �.. F '13 LIVERPOOL DRIVE #A CARDIFF, CA 92007 (61 s) 753 -1453 6/9 259B2l2 2EG.EXP.3 -31 - 99 ` ON THIS PLAN SATISFY THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL FOR TM 93 -029 AND THE ADDRESS: 3615 FORTUNA RANCH RD, OLIVENHAIN, CA I � � � ENCINITAS FIRE PROTECTION OLIVENHAIN MUNICIPAL WATER DISTRIC STANDARDS FOR PRIVATE STREETS. � No. 29067 No.29577 ' AS BUILT DISTRICT COMM 1TY DEVELOPMENT POTABLE WATER WORKS APPROVAL ASSESSOR PARCEL N o. 264 - 240 -03 Q LO C.D EXPIRES 3 -31 -99 Exp.3/31/99 \ 1 _ Approved by : BOYLE ENGINEERING RPOR N A V oc r - 6 JOHN CONWAY C.E. 29067 �, q l 1�J sul in En inee TELEPHONE: (619) 756 -2606 � � Q ��YICR? -�- �,�,L � ` District's C 9 9 tl•ZS• REVI D F ON R A WITH PRIVATE STREET STANDARDS. � I s Q ^^ � 6 � G e r� CIVII �� JT CIVIA ��aQ 1 � Q -3 -9(p C� b _S,a -, � A( 4 _ _ _ F OF Op\ \F FDF r ^ 1 Zo / //! / ` ATE w SD OB D NUMBER� DATE BY: DATE: BY: DATE: R.C.E. I 1 Q 1 DATE: Z �3 BY: WATER MAIN EXTENSION N O. 49B WAYN PASCO RC '� DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0 I REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT t NeweD.aLlGti/. WL.aL/GN. 60 S EL CAMINO DEL NORTE CL VERTICAL: N/A CHISELED SQ TOP HD WALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED GRADING /PRIVATE DRIVE /WATER (OMWD) PLANS FOR: 4402 >- REMOVE OLD W.L. ALIGN STEEL FNCE POST AT SW COR INT ,�Q n 3 W EL CAMINO DEL NORTE &RHO SANTA HORIZONTAL: N/A DATE: BY: /L. l . BY access Ito. <sHr.4). FE RD 23 W RHO SANTA FE RD & '^ R.C.E. 29067 -29 - TM 93 -029 OLD Z z CHANGE ENG OfWOR . V- f NEER OF WO K WORK PROJECT NO. SHEET DATE: �'� DAIS: O YL 44 i EXP. 3/31 /99 (�j 3 AS -BUILT EL 119.476. DATUM M.S.L. D. CON WA 10 3 i Mnr 22. 1996 - 10'49 779 -02 -02 779 \02 \DWGS \IP - SHT -I.DWG PLOT: 1 =1 C17Y OF ENCINITAS Q Q u( GRADING / PRIVATE DRIVE / WATER LINE (OMWD) - LLOYD PROPERTY SOILS ENGINEER'S CERTIFICATE .GRADING NOTES 1, VITHAYA SINGHANET, A REGISTERED CIVIL ENGINEER IN THE STATE OF PRI E DRIVE A. GENERAL C. GRADING CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE TON RSP . 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL GRADING SHALL BE OBSERVED AND TESTED BACKING ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST D BY A QUALIFIED SOILS SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY E OR 3. ' THICK THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, /M AND 2 UNDER MY DIRECTION BETWEEN THE DATES OF R4S THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS tI ONE COMPLETE COPY OF THE OILS REPORT COMPILED AND TH S 1.0 ' THICK 3.5 2 E SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND COMPACTION OF TRENCHES. HE /SH HALL SUBMIT SOILS REPORTS AS 2 - - - - - - - AT 1.0' LAP CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. FR M THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO - - - - -- CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. UPON COMPLE VI TION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED RSP FABRIC - OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED - --- - �° 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION FOR AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXVAVA77ONS WERE IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN b TM 93 -029 PREPARED BY: CARDIFF GEOECHNICAL, DATED: 2 -21 -95 CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL THE GRADING PLANS AND SPECIFICATIONS. H BENCH AS REQUIRED SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. QP Df S3/ p, FLAN ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO ' Q` yPP RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SIPlO 4 `c< y J1 SIGNED: 1 PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL VITHAY SINGH NET, R.G.E. 782 l w '�� 79� �'' ��' 2' KEY � 10' SP FABRIC CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF EXPIRA ON DATE: 12 -31 -97 w _; SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO Exp.72 -31 -91 7 BENCH IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT * y DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. il' S OT ��'� �^ AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH r. : �' NO - IMPROVEMENT PLANS. ���"0 "- , >� VERIFY E MBANKMENT BENCHING 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE ENVIRONMENTAL DATA REQUIREMENTS WITH SOILS ENGINEER 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR M H FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND = = „= 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 36% ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE DI M f?AP SL � r n � � PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED 0 FT �� � r-� � ►y- Tr �� y ' ' ri � n ' t DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO TO A MINIMUM OF 90 PER CENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 2) MAXIMUM VERTIAL DEPTH OF CUT = THE CONDITION EXISTING PRIOR TO GRADING. TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE NO SCALE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITH SPECIFICATIONS. 3) MAXIMUM VERTICAL DEPTH OF FILL = 8 FT BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 4) AVERAGE DEPTH OF CUT = 0 FT ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF A LICENSED LAND SURVEYOR. EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED 5) AVERAGE DEPTH OF FILL = 4 FT AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON CUT = 150 GY SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME (QUANTITIES SHOWN ARE FOR BONDING FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL FILL = 3750 CY PURPOSES ONLY AND ARE NOT TO BE AND HEALTH STANDARDS, LAWS AND REGULATIONS. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CONSIDERED ACCURATE OR CER GR E I 3600 QUANTITIES. QUANTITIES S SHOWN ARE NOT AOE G 8. GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE IMPORT = CY TO BE USED FOR CONTRACT PURPOSES.) PER -V YE L s MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE ' CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7:30 A.M. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL ROW OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS 1' 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 12.5' S.5' MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE � 2 I� PRESENT: CITY INSPECTOR ; CIVIL ENGINEER ; SOILS ENGINEER r, SCE SHT' S F'� 'Nvv t G v--A%v jr-lCr tgoTes . MIN. 3 .4' UARD POST 1 1 GRADING CONTRACTOR AND PERMITEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN (2 PLACES) 2 2 1 FIRE ADVANCE BY CALLING (619) 633 -2770. E. EROSION CONTROL I I HYDRANT r ' 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 8 FG 2' PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CHRIS LLOYD AT 756 -2606. PROP GRADE I T G CITY ENGINEER FOR THE PROPOSED HAUL ROUE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE r CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY 2 I _ T - DETAIL 2 OPERATION. TO MATERIALS SHALL BE STOCKPILED ON FACILITATE RAPID CONSTRUCTION OF I TEMPORARYEDEVICES WHEN NS 1F - - -- I 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING RAIN IS IMMINENT. NSION a E.C.C. DRAIN SWALE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR EXIST ROD { F- FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED GRADE - - .. ,.:,;':'. N SEE S.D.R.S.D. DWG 'D -75' FOR NOTES W SHALL BE PROVIDED STATING: WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. - - - - - - - - - - - - w NO SCALE "THE GRADING UNDER PERMIT NO. 4402 -G HAS BEEN BLOCK ANCH o I P ERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES ALL PIPE TO BE DUCTILE IRON APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER w m AS- GRADED PLAN." AFTER EACH RUN -OFF PRODUCING RAINFALL. ALL CONNECTIONS TO BE FExFE g" LIP ° THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND VAL CAN w SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL GRADING OPERATION. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 6" DIP � TO INCOMPLETE GRADING OPERATION OR UNFORESEEN BURY EXTENSION U CIRCUMSTANCES WHICH MAY ARISE. B. NOTIFICATIONS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE PROP PVC MAIN " 1. THE EXISTANCE AND LOCATION OF UNDERGROUND UTILITIES PIPES NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO TOP IPE= 202.9 1 - 6 2 - O Q AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. xMJxFE DI TEE A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR " ? 1/2 R KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED •; 1/2 R ON THESE PLANS, HOWEVER: GRADING PLAN SHALL BE INCORPORATED HEREON. ''r,;:. 3 5/8 m 2'- 6" R I (� THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES g. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN 6" DIP 5/8 SPOOL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF 10 Q TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR EACH WORK DAY. - STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND N C LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: o . �- o 6 © " GO a .a .. " 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN ncTA T� �_. WEAKEND PLANE JOINT PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) D T 411 0 A. SEWERS - CARDIFF SANITATION DISTRICT - 633 -2772 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). QL SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH 7 1/2" + B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - 232 -4252 RAINFALL. 21- 6" R ; W ENGINEER OF WORK: ��-�' -►�-^, C. WATER - OMWD - 753 -6466 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR / �'iy //// PUUNCHEDTRAW INSTALLED -{� OD OMWD STT0 0WG - C -- +r ` D. TELEPHONE - PACIFIC BELL - 298 -0595 NOVE ACCORDANCE WITH SECTION WAYNE PASO DATE r� *19 SCALE f DETAIL DIG ALERT 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF RCE 2 577 EXP. 3 -31 -99 E. CABLE T.V. - 1- 800 - 422 -4133 1 -800- 422 -4133 THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. ® DEPRESSED CURB ® DRIVEWAY LOCATION pFESS/ 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS RpFE_< 1 QR p CO 0y 9� , Z 11. TYPICAL HYDROSEED MIX: Q N O r1 y PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (619) 633 -2770. p ye �4 0 2000 LBS /AC MIN? !Y SEE S. D.R. S.D. DWG G -4 FOR NOTES M INMMONIUM PHOSPHATE SULPHATE ����c ��C A. ,o F� 1 I 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 1000 LBS /AC �M� WOOD FIBER MULCH U s y NO SCALE INSPECTION. PHONE (619) 633 -2770. ALL WORK PERFORMED WITHOUT (16 -20 -0 W/ 15% SULPHUR) - Z ' AS BUILT F� 20 LBS /AC (MIN) FESCUE, "ZORRO ", OR EQUAL y O No. 29067 BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. No. 29577 w m 20 LBS /AC (MIN) ROSE CLOVER EXP 3/31/99 * EXPIRES 3 -31 -99 * Q ���T�✓l clvl4 \r TF OF CAL0 ✓✓ �GIA[�0 7?/n �� 14 rj AYN A. P DATE: WATER MAIN EXTENSION N O. 149 B Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY "" APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWN 4i j 0) CHANGEE�VC- I,VEEIZOF WO21G G It -la-R CHISELED SO TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING / PRIVATE DRIVE / WATER (OMWD) PLANS FOR: `o Zj AS - BUILT 1 -L1- STEEL FNCE POST AT SW COR INT 2�� 440 EL CAMINO DEL NOR & RHO SANTA HORIZONTAL: N/A DATE: 313*, BY. S(. C�. BY (3 �j FE RD 23' W RHO SANTA FE RD & R.C.E. 29067 60' S EL CAMINO DEL NORTE CL VER77CAL: N/A GINEER OF [WORK DATE: 4" 29 -91 , DATE: S °� TM 93 -029 EL 119.476. DATUM M.S.L. HN D. CONWAY EXP. 3131199 WORK PROJECT NO. SHEET 2 F 5 0 0- E r10 Mar 24 1996 - 10 779 -02 -02 FRASERI \PROJECTS2 :779 \02 \DWGS \IP- SHT2.DWG PLOT: 1 -1 (T __ TERLINE OF _ Q ��_ _ NJ PROFILE MOVES ti - �} _._ ._.__.. _.__..._ _. _ ... _. __•___ ' E_CEN _AV O ROAD-18' LT � _ r O yu ��Q Q _._ - - -- EXIST .. .� .. �p �. ........... _. _.._.�` o . no YYIT= o °' - Y g G�cO �} & .OUTLE. L —W1--8—­TAPPING'- L-- W- LT w a - `VAL t ' SU R ACE.m.A CONTRACTOR SHALL __ O o FIELD VERIFY EXACT W �� F .-- -�, =m. - -- PRIVATE 770AQ o , + LOCATION /DESIGN °� OF CONNECTION p t:► _� ...� + x + -- �_- �O 8 PRIOR TO _-_ „ -_ �. Z ,_M� -z0 p Y ------- - - - - -- - -- -- WATER - -- - - _ WATER LINE DATA CONSTRUCTION. �i �-- � ° - _ -° � _._. �l to 0]v C0VER"¢VER -FOR SEGMENT BEARING /DELTA RADIUS LENGTH DESCRIPTION + N 22°14 38 W - 10.00 8 PVC CL ZOO o �c PIPE TYP .- ._ W _ �_. - SHEET - NEEfY - " _ S - 80 PRIVATE-DR 43 IVE... _ N STA $& 5 +91.36 © N 67°14'38" W - 13.49' 8" PVC CL ZOO " Goa on, 1 t I i CONSTRUCT`S 1 - -a 0��_.. BEND..._AND,.. " " PROFILE N GRADING & WATER LINE (OM WD) ' THRUS B�OCK ® N 894438 w _ 32.61' 8 PVC CL 240 SCALE ti HORIZONTAL 1 " = 40' +0 1 72 ® N 85"51'28" E 1s1.8s' 8" PVC cL - � VERTICAL 1 " = 8 ® 15972'29" 1010' 265.15' 8" PVC CL 2X 8" WATERLINE PROFILE ® N 69 °3948" E - 8" Pvc CL 'zoo J46.93 FOR SEWER CONSTRUCTION SEE CARDIFF SANITATION DISTRICT DRAWING CS 202 - --12+00 11 +00 10+00 9 00 8+00 - - 7� 00 6 00 - 5+0 0 THRUS BLOCK , 1� �'� / EXISTING S -30" 50 WM UNIT K / 1 PHASE 6 / - Ek 8. o °o. ,o N s? / S>FEV CgRR R PJ � AS -BUILT 0 nijti o'- .�F�LO�O °�` 10.00 P E . ` �c�u►� ��p � 2 � � �a TRUCT WET TAP ECTION LEFT EDGE OF EXIST PVMT (�� a o - Z a � o z "KOP " CN 100 F GE OUTLET W/ t `✓ * tD k o -p y 1? . O / N 8" TAP V _ & THRUST B L�K_ — — - � �y 0 6/wb �Uf 9$� � C � ,' 0� " . Oa 1 N STA 12109.45 9.59' LT N O / WAYNEA. ASCO RCE 29577 DATE I �� Z�aO. �� ? DOUBLE LL RANCH ROAD o 1Q o " M.A.R. / PROP FH ASSEMBLY 'r k° �= ' U o �,, x MJ ADAPTOR 11 +88.4 17.5' LT ° °w o- i N� 10' G DOUBLE LL RANCH RD. UN S / SEE DETAIL 4 SHT 2 cam MIN i ' ) g SEE SHT 4 FOR / o. OR FH. DETAIL Q c� v In ; �� N 1 P - �N O v a o PRIVATE DRIVE a' F n x / 00 W N GUAR STS (TYP) \0 ENTRANCE DETAIL y�y o � 0 Z O 3+ S = 6� r 2 PLACES O O ��� �� JJ1F O � O �N cn c_ D 73 A• , i 0 INSTALL 45 , I & THRU ° LOCK 9' N 89° 44' W� ' 1 �'�'� \o� ���� o�� G �Gm �''0 �nN �A ®r a, n '� 0 40 20 10 0 40 �' _ s ��y�� GAF �� L� a INSTALL 22.5 BEND & THRUST BLOCK 32.81' \� �� o � << NO / ' " b�E� / �^ �+ �o AS - ' "�'� / R� SCALE: 1 =40 � \v p o<.a�� o �Z 0 ' p 9 9 OPT & / f� o 8" PVC WATER MAIN / \� �F o i a' y �� �' Z '`,� pl 6 E -OF R / p N CO Q — WATER MAIN CONNECTION DETAIL / / o Vi NOT TO SCALE m .... �.� _ h. r° E -- / C cn R,.A -• -. __ --- �...__._�. >•.._. __ . �C? Ln ir.m 36 W INSTALL FH • k0 1- d o \ STORM DRAIN DATA �i ,, �� �: a ioNNa /� w 6 +30 1T LT W \ WI �;�� R'a� N ���p ; / / 5 , / - oc� ° p � o000 SEGMENT BEARING/DELTA RADIUS LENGTH DESCRIPTION o\ / \ 0000 11 N 3 / � - cT � x lftl o 0 0 �0 \ \ Q N 78 E 4.00' FLARED END SECTION W e l 4, p0 GE N 78°26'14" E 68.87' 30" RCP ct ° Op0 G� $ ��9m , h$ m•. • 3 �x ,. Iq v �' , -' e- " ... �1 \ 000 p 0 O O O p O - � C1 c�i I ro $c�, r< Qcb, LDE= E�, �t / VC SE`I / StING EO b t. 3 2 op 00000 -I_ o� \ CONN! M�Sgaoj�z P)cy, ` lD 30 OU X 01 �� • 98�Sp1 1 / \ o " E 10.00 CONC APRON FOR WARPED _, o ° Q J , y + , ? ,, yg � 0 6 G / , -, S \ \ p O o w 3Q 39 48 - WING O W n NG G(IP1 5 1NU 1yg �(IS�N S N 69 'g + -'- ter" ` Po 0 0 \ O ti / 1 - r1 o E \ 0 0 d �s � ' R, I U 1 / EX� , N �E� �T11J �o � R LIN ,y� / 1 1 N �� 0 �w \ 4� N 69 °3948" E - 99.41' ROCK LINED CHANNEL Or CL SPECIAL NOTE REGARDING BEARINGS: _ __ } - ,,5- " THE BASIS OF IMPROVEMENT PLANS IS THE C S 83, - - _ s =''11� � �- 1 _ _ _ { �_ _ _ - - 9 � $ P . �StIN �% �� 0" R S D � 1 i o� V t ��� � o � \ \ 10x59'43" 1045' 200.54' ROCK LINED CHANNEL ��� J -- __ X ZONE 6 GRID BEARINGS BETWEEN COUNTY _ - - - - - - ___ / n o ' ' 12 +0 s = =s _ _ - 5 - - -- �*Fi i t Zc�� \ ENGINEER OF WORK OF SAN DIEGO STATIONS "FORTY" AND PO IS 1 +00 - \ 0 MANUFACTURERS c,� VERIFY LENGTH PER SPECIFICAv "133WO44" AS SAID STATIONS ARE - _ _ s, _ Q --- 5-- - -- - -- 3 _ TOR _ M PUBLISHED IN THE COUNTY OF SAN - _ - - N__ - -- - - - _ A \\ �o �� pFESS J DIEGO HORIZONTAL CONTROL BOOK, / 10' FROM - 30` PRIV ruts ' 4 r �o o \WAYNE . PAS D E IE N 0 31 45 W 1�'m r V V n o Q q '' 9 PREVIOUS AND ADJACENT u -- DRAIN 1 "yin �� ono RcE 2 577 ExP 3-31 -99 �OFE SS /Oy Q� U TRAPEZOIDAL CHANNEL ; c� C N OON Z Z \ E A IMPROVEMENT PLANS, MAPS AND / w / 8 PVC WATER_ m 3 ' � SEE DETAIL -� wZ p SEE SHEET 4 FOR PROFILE DEEDS MAY OR MAY NOT BE IN / 3 -2 } 1, SHT 5 / �,�,. E ���/ ti - N 8 Z 1 ` Z C) \ No. 29577 co No. 29067 rn I TERMS OF SAID SYSTEM. O V a. _ 5 FOR SECTION A -A � WATER `L14 STA 9130 - DOUBLE LL EXTEND SERVICE LATERAL �s Ex 3/31/99 EXPIRES 3 -31 -99 OUVENHAIN MUNICIPAL TO , " U)W i FROM THI -- TRAPEZOIDAL- CHANNEL ~` /— 10 BEYOND ME 1 s W K \ P• *, V . GENE N ¢ SEE SHT 4 WATER DISTRICT �p T6 S ^ W &*�IGAjME,VT J� GIVII �y�Q ,' �9p 0 1 V I / PER DOG NO. 77- 296591 POINT EASTERLY `` 'i REMOVE, EXISTING v qT R O i � � +� --- - V QT DESILTING�BASIN ` �O 0 1� F OF RECORDED 7�25�77 � o � ALONG - WATERLINE �� _. L `� 1 T v FCAL CAl F 0 Nj �. ? , -�...- '- ' Q Ln BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK oc 0073 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN CHECKED BY APPROVALS CITY OF ENC►NITAS ENGINEERING DEPARTMENT DRAWING 1 CHAMGE ENG]AJEEJZ OF WOEP- CHISELED SO TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVED 2EVJSEDWLALJGAJMEAJT STEEL FNCE POST AT SW COR INT GRADING AND WATER (OMWD) PLANS FOR: - EL CAMINO DEL NORTE & RHO SANTA ( P DOUBLE LL RANCH ROAD EXTENTION 4402 0=44 E r YORiq" DATE: 330 % BY: >9 Q FE RD 23' W RHO SANTA FE RD & AS SHOWN 2EGOCarEHYDRA r 60' S EL CAMINO DEL NORTE CL R.C.E. 29067 'L _ 3 W OEL&rE H2O SvC.GoT4 6 $'Z(t `� E INEER OF W K DATE: L/_ 29110 DATE: T .29 6 TM 93 -029 Z o EL 119.476. DATUM M.S.L. WORK PROJECT NO. SHEET 3 3 AS -BUILT ,qb -q J N D. CONWA EXP. 3/31/99 :I: Mar 22, 1996 - 11:06;44 779 \02 \DWGS \IP_SH .DWG V a 11 0 JQQ Z AC ti Q I— O O ° J Z Q ' 6 RO Ln �W W �UQJ �II N o ° = O� ° oiZ oU V•Z�3igj00 O � � � aD� Q m Q W Q, Q +. + _1_00 �e F + 196z� ° � '��� rn�c>�O �' �O 196 ° W a a coJOO WO: :: ty- ~> �1 +° 3es - -trt - - EXIST T _ + ° c ao 04 �) ` 188 i Q ° n -� t ._..A ~ ® GRADE... 8 o — N ._ C V? <.lu. 1 Q OF _. .� cV _ 188 O _ _ �5 :1_„� 30 PEZOHII`O _ , ~~ . 188 EX18S0 EARTHENC 1 COVER _ T _.... __�_ _ , 1-1-- r j O °f3R � _. _,.. _._ .~ CHANNEL 000 8 =10 1 2 _"- -app.• �.rt�� _.�_._. �u.,�.� e._..__,� _a__� to i AG 180 P vCt, �, °� °~ m 180 EXIST 1/2 TON 1 +00 2 +00 3 +00 4 +00 5 +0 GREGA TE - THRCIST_� W c1._ — _ _ C9 qAS E--- _ RIP -RAP `� - - our EXT as TO PIP PROFILE N STORM DRAIN oU� -- - .� - - - - -- =� -- -� - _�._ . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . �U ....... .......__....................._ 172 ��R -�w:w ROUN: _ SCALE HORIZONTAL 1 " = 40' _ 0 s � �? � � 172 VER TI CAL 1 " = 8' -¢ � LL ` LOT 4 VER i1CAL- ALIGNMEIVk1ihTL _IS,Sl1GGESTEI�._,..IMENT SCALE 1 " =20' 164 v o yr -INHE� INSTALLING •WATER LINE,- �- CONTRA0TOI: SHA OH - 164 TO- MANUFACTURER 'S -SPECtnCATI0NSWAND -SHALL _._____ '$O AC SPILLWAY tapo -2 MA1 lMlll(1 QF�4 DEL ?F COVER.::O.l!E��°1pE EXISTING PER D -22 " BOX CULVERT r m ca REMOVE EXIST DITCH RN 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 A p gL LWpY �1L 5' PROFILE GRADING AND WATER LINE PROFILE (OMWD) © SCALE N HORIZONTAL 1" = 40 TRIP -RAP AT SWALE OUTLET VER TI CAL 1 " = 8' / 4'W X 101 `t I N 0.6 No 3 BACKING r" t � _7� OILER 0.5' DG FILTER BLAN / t 7 +10 INSTALL -h O AP ASSEMBLY V rA X10 '0 J�O� �7o Z V m =40' 3p �?` SCALE: 1 " ! 0 c 0 \ 30 �� LOT 1 , o• � �� o - -- 1ss �� _ ._ S r o T 1 p �. 5(� ✓ G O n �- -° .. N 60 IOD PER DOC. NO. 16 6 o P e i A �o -A W cn O p0 G 30 RC p p 91- 0146056 REC. 412191 p >j O ^ n Z 5� O Z �V� O R\ © 170 ��`� n G� ac 2A EX WARP c� Tr\ 32' PRIVATE ROAD // OR g� rK� , O ~~ R Z R - °� 70 w �y - � , in h Q 7 +05 13 T Z A "` PER D EASEMENT PER DOC. NO. n (1 P 0 A ��~ /Q INSTAL IRE HYDRANT G �o A mo 74 U Z / / ENO EPp \N� 172 o p o 91- 0178724 REC. 4119191 w N / p0 \N R JR' m 6 \ i \� w _..' 7 I TALL WATER SERVICE X O O ?Z Nn i L 1 // a� (R 11� N Ogg 6 p �� 1� ��..�.. . �� z -A o v� O Z / 0 PE ES �^ ~ 10 \ - ^ ^- ^� Nn N EARTH E W ON �� / �1LvMvTpvfF LINE �t v� _� � � � u. O rn / pR pT E -..V ! V Pe-- SWA!_E o \ CHAN II T SH-T-2 F4FE 2, 6k�� NG MOD AC SPILLWAY I PER D-22 N � N 5P 1_ �N .11P(E� �� 0 � „Y �� rn E IGHT" `w_ _ DOWNSTREAM EDGE 1j6 _ EX G m / OP �G�° (�G' \ i o o DEPRESSED CURB P I� 2 TO BE PERP TO C / PNO VC P \, oEF G R\ .� i �fj _ - -.. �w 178 SECTION TO AC P R 0 g5 0`N EN� 5 INSTALL 8" PVC SPILLWAY APRON Np. p U Q� ®FESS /ONq a VJ 3 f - PSE M A�" 2 2 WATER LINE _ 6k� q AC SPILLWAY SHEE Q � 00 �� ��, � p ��� � � � � �; F. ~�. - , zo PIN Mp,P . �� __ _ �_Ont ON-CL-PRIVATE LO , . � : SEE � q� 2� 0 2$ 1J1 OR z''� 1 .,< DRIVE TYPICAL � � N �� S TO �pN PL _ , p,P _ - 180 PRI VA TE DRIVE EN IRAN — D E TAIL Z p m CE ENTERLINE OF 20 Q ,, Z, CL No. 29577 SEWER EASEMENT P \ ,. STP EO E ( RpN , T pN ME�� ut - a .�w :...: 1 -, = 20.E -v �. °.'�. Exp. 3/31 /99 ._ �R1 .._ » , PER DOC. NO. FL pR C PL 1 2 LP E 2 1: O � 1993 - 0092653 \ RE �I � PEg � P S �„ "r� -"'" I- PCC _SWALE... RpF E S S / � s� clvl� �P REC. 2112193 M o p , yk 6 TP1 L � - e o EASEMENT DATA / .. PER ETAIL r FL � E ' SHT" Z �� �� O W& SEG BEARING DELTA DIST RADIUS DESCRIPTION F 0 EEI - � :. �::. �� ° Fy qT OF AL \F � � � �� � � ,, � \ / \ y 5 3k� 1 �-{.. 184 9 s 1 ° T j EXISTING BOX CULVERT '; 1 t nZ „ E P 4 . :: ;....: _. { :.. r ENGINEER OF WORK: �� z N 1 28 20" " W 294.35 SOUTH SIDE ►OD TO A P � a O� A ! .... No. 29067 �� ~����,• � � _ � � r ,, �, -� � �, ,,, N 30 20 W 109.60 ANGLE PT TO NO L LOT STOP SIGN PER R1, 0 ° ���� �l S & STREET SIGN PER DS -13 �,° ; `• 1 Z "` ,�,,�, EXPIRES 3 -31 -9 N 3 28 179.05 PL LOT O S L //& w �~ ::.. Zo * E 9 * 0 " W N 3 PL O ROLLED CURB �` N w . �-- � wAVrvE A Asco oar DEPRESSED SECTION, / _ °' c" �� �� EIS " ' �� 0 1 V I l `� ° " , O 95 - G m qT 4 N 30 28 20 RCE 29577 EXP. 3 - 31 41. SEE DETAIL 3. SHT 2x,fi '" -� S NG F OF \EO 77 0 1 CAl BASIN SPECIAL NOTE REGARDING BEARINGS: SEE PRIVATE DRI 59° 31' 4 " VE � .. .:;; :;, :�:•.•;.� : :;.;.;::.. —1" '. �~ L.77 0 _ O >_ THE BASIS OF BEARINGS FOR THESE ENTRANCE DETAIL THIS SHT 1 "' IMPROVEMENT PLANS IS THE CCS NAD 83, �'x � NOTE. WATER LINE DATA O N 30° 28' 20" W 20.00 - ZONE 6, GRID BEARINGS BETWEEN COUNTY 5 +86.99 DOUBLE LL RANCH RD ....:. P ►N V FOR COMPLETE STORM DRAIN DATA SEGMENT BEARING LENGTH DESCRIPTION OF SAN DIEGO STATIONS "FORTY" AND CL 187.30 -� 1:50 RM OR° °per SEE SHEET 3 � 77 47' 36" 38.02' 0' " " 1 Tp , ,_ ' - _ . ..v_.,� . _ 133W044 AS SAID STATIONS ARE = 1 +00 PRIVATE DRIVE 'LPc S P E Q ; F - 210 "� ��- � , f: > . 6 2 $� L� F ' 1 N E 285.3 ANGLE PT 10 FRO TO 8� N 71 ° 44' 04" E 23.5 PUBLISHED IN THE COUNTY OF SAN ' 6 +00 DOUBLE LL RANCH RD � � � � �t1G �l`� 1} p ANGLE PT AT 3 .34 Fs," we C.L?_c o i DIEGO HORIZONTAL CONTROL BOOK, 1 +00 SEWER LINE fP EO LE 5 S EME " U IE N 0 31' 45" W 1 m�,t'PRpF1 5j EP GRADE TO DRAIN NOTE: ° CT 5 SEGMENTS EACH 9� N 18 15 56 W ' 2 6 00 . Z PREVIOUS AND ADJACENT EXIST SEWER MH #5 \ FN- SEE` p1MEN R P1N.wP I B�FCdR 9 ANGLE IN PRIVATE DRIVE IMPROVEMENT PLANS, MAPS AND RIM 187.01 F pR FtM. pN P 5 65 9- 10 N 71* 44' 04" 7.06' DEEDS MAY OR MAY NOT BE IN INV 174.63 1 \ 0' ST SE CS S NT AS BUILT Q 30° 28' 20" 14.' ANG_`LE` AT 3 +95.34 TO TERMS OF SAID SYSTEM. REFERENCE DWG CS 146 i0 3 <rE 1 A S ETp,1L 2 *' END WATE �C D CAP) 8 -LZOO 11 102 1 24" 49.95' 28.00' �11 �No �d1pPL �� ENTERLINE OF PRIVATE DRIVE DA T 12 N 30° 28' 20" w 123.89' Q N 1 J SEGMENT BEARIN E GTH V LC LC SEE SN _ Rn CN,;' NOTE: I� 7 98 Q N 21 28' 20" E I 29134' JA/ OF DOUBLE LL RANCH RD TO PI 13 30 28' 20" W 106.85' N PL LOT 3 TO ANGLE Q E FOR SEWER CONSTRUCTION SEE CARDIFF ._. SANITATION DISTRICT DRAY�IN�BS 202 WAYNE K . PASCO RCE 29577 DATE 2 20" E 324.28' PI TO END EASEMENT �TCL 1 N 21* 28' 20" W 296.33' ANGLE PT TO SOUTH SID a _ awd._ DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0. cr J[EW W.L. RD ALIGAIMEVT CHISELED SQ TOP HDWALL MARKED W PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND WATER (OMWD) PLANS FOR: 44 DELETE OLD f2D. W.L. AUC -AJ. �.� STEEL FNCE POST AT SW COR INT CN,VC- .EAIG.OF W09.4 EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: 1 " =40' DATE: $��h� BY.• �'• BY: DOUBLE LL RANCH ROAD EXTENTION Q AS -BUILT 1 _ L.o1 FE RD 23' W RHO SANTA FE RD & R.C.E. 29067 60' S EL CAMINO DEL NORTE CL VERTICAL: 1 " =8' NEER OF WOK DATE: Y'29 - �� DATE -aG TM 93 -029 Z EL 119.476. DATUM M.S.L. JO D. CON WA EXP. 3/31/99 WORK PROJECT NO. SHEET Q 2 Mar 22, 1996 - 11-09-36 779 \02 \DWGS \IP_SHT24.DWG PLOT 0 1 =40 V Q I I I I I I I =111111 Ills- �;Mn =====�= nIM ==MMM-0—MEMEMEMEMEMMOMMEME�==== .... �mz::Mm m MMI= ......... ZZI IMIC ... ==== ..... ..... == .. IMMUMS MIIF . . . . . . . . . . IMM . . . . . . . . . . . . 1111ma SIB EIM ZZ 1:11111110111M 1111011 .... MIM ZZI= MIC ME Mmm .................... MIE :WM MIM SIMM =M MiZZIM =IM zI MMI = 11111101 IMM MIM MMI. Z= MMI- . . . . MiC . . . . . . . . . . . . . . M=====.M . . = ZIM MICIMM :ZIC . . . . . ZZ .=== — 11111101 === . . IMM ZiMMIM== . . . . . 1111110111=2 ZIMMUS ... ....... CM . . . . IMEM IMM 21112 . . . . . . . . . . . . . ==100001. ZIM . MWI, IEM .... ZW ===�1111111111110 :in MM=..ZMIZMMMMM=WMM MiCOM�001=111111IMEMEMOMM IMM Min I.M ZIM ZZIMMICiMMIM. 10111111 ZI m =ZZI=ZIMZZIZC:==MM .......... =11111MIC =====' IMM =01111IMEMEMICIE IMIC . . . . mmi Ai MIC On MMMM=MM=MMVmMM ZZ ...... ME .... :m2w4CMC=ZMMM . . . . . . . . . . . . . .. 1. . =BEENE Z. = .... IMM ZIM "n==IMM==ZM=ZM==MM = 1111111111M =01111110 ..... ZIZMM=.=ZMMMMM===== . . . . .. M4 . . . . . . . . . . ZIE ZIE= IMMZWiMM.. = ===== ==01111110201=. '-M IMMMIM IMM == MIM WA MINSIM . . . . . . . . . ZZ: IMM. . . . IMM -=St' = =====.== MM 111111111111111211=1=701'�.'.` ====== MW MM I�m ME .... ..... ........ IMM=Z=10�1001 SIM MIM IMM . . . . . MiC IMM= �'-10.511111 . . . . . . MiC . . ma ;mm.=MMI= . . . . . MIM . . . === =10111111111110 . . . . . . . . . M . . . . . . . . . . . =011110 ZIW==:MZ.MM . . . . . . . . . . M Q MME inin . . . . . . . IMC= IIIIIIIIIIIIN nng�� IMW IMM. im. nin . . . . MZI= MMCZIW===W-' ImIm MCCEIIII ME MW MM 1111111111110 . . . . ==in MEW MIMIMMIMEM, .11111111111M IME 1111m MmI . . . . . . .. in IMM . . . . 1111111111111111111=00IMMIMIUMM. - IIIIIIIIIIE wim . . . . . . . mic .; MMMIE M.M. im ==0111110=Z . . . . . . a.:=: ZZ ME . . . . . MiCiiiiZIMMi.. MIMMIZWZIm m IMIC I = ME mm"Mi== CIZCM IMM IM I ... . . . . . . . M ..... . . . . . . -�MiZ=MEMIM = 11111111111111110 MMIIIIM nn��iiOI=ZWWWMICM ZM . . . . . M ICE MIM 01111117 .02CM110=0M M.-M On ZZIMM MiCE ZIM ZZ MIM ffm WIMEM Min ZZIMECOmimm. �M MM= IMM 0111111011111IM: 01111111111m:111111110 3:11111111111111111C :mz:mmzimwm:=..zm= . . . . . . . . . . . . . . . ME: in V ZZ IWIM � 111111111101 C C IMM mIm MIM MIMMIM iMC =Mwmm�= W �== . M M =111MIC TI�VM= IMIC M Mini., 102121111111111111 Imc IIIIIIIIIIIIIIS -...11111111111111in ====== Min 1111111IMMIn ZMIMM..MMI'= — — — =1101110 CIIIIIIIIIIIIIIIIIIIIIIIIIII IMIM wmamw==..=� . . . . . . . . . MIM . . . . . . ZZ . . . . . . . . . . . =nin IME ZMI= On TW ==== MIN == IMM MM= 0011111111111110 . . . Min . . . . . . ZIMI= ZW �1111111111111110= . . . . . . . . . . . =01111M. . . . . . — — — — IMM ..OM M. IMM = = 3111c 0211111111111110 MIMEM IMM =w" lvm . . . . . . . . ZZ um 44 1 0111110 IIIIIIIIIIIIIIS IME =1 1 77EM C 021 = 01111111111 =�EHISEMSEMSEEMSE -1 Min VM— �..= EIIIIIIIIIIIIIIIIIIE . . . . . MM.==ZM=MI III WIM MMMMI.MMIMMMM= WIIC 1111111MIMMIZZIMESIME . . . . . . . . . ... Ir—r IMM MM Min . . . . . . . . ZZIMIUMM.MMISE 1111111111IMMIC COMMIZZIM.. =I.M111111101� M-- ZIM= MiM... =111111111M Mm .=== . . . . . Min 1111111111111111CIIIIIIIIIIIIIE M =110110C.. —0" . . . . Z— =MM MCCOM . . . . . . . . . . . . Min . . . . . MiCiZZ1,11111111M.001 IMM In; M . C. �M m 0 . IMM 1 . IME � ===== MiC 011111111111111111110,001= MM 100. ===== �==== 111111111110 ... ZIM . . . . ==Mz:mz:mzmzmzmzmzm �iiiiimnz . in WEIIIIIIISOMMIZZ.. n. . . . . . . . . . MIM MM MIW=.IIIIM= MIMIZIM IMIZZIM in mm:z:mmm:zm:.mmmmmmzmmm . . . ==nin..:ing. inin ZMi=IMMMZCI..�. . . . . . . ME . . . . . 01111111111101 ==..= "W zm�MIQINEMI... . . . . . . . . . . nin =====�A===== ZZ. . . . . . . . . . ... . . . . imm . . . . . . . . . . 01110 111100 1 Hami'MME—M ... . . . . . ===011MISIMMEMM MIMMIC IIIIIIIIIIIIIS . . . . . . - 1 =12011=001. MIC . . . . . =1111111111112 In . . . . . . . . . . . an MUCCiUMMI.. MM . W . M . . =PW.M= MMI . . . . . . . . . . . . . . .. ..0011IMMEiiU F gin IMM MiC MiCiMEWC11MIC ZZ IME nin IIIIIIIIIIEZIMI IMW ME Win ME ==Lm . . . . . . MM WIM ZZ1.1111MIMMiC.C. ==== MW E IMMICIM IME . . . . . . . . . . MIM 1115=01= ZZ ZIM MIM . . . . . . . IMM MIZ 01111111111111111=1 1111102 M W M . W M M 011110111111111111110 .... .......... .......... ....... . . . . . . . . . .. MMCMIIM==MW--. IME . . . . . MIMMIZ IMEEIIIIIIIII .... ZIM .... WZ ...... . . . . . . . . . . . . IMM so A al EMS I EMINE - Mir WIM"4AVEW wit Oka loll CS 1170T.M.M. MAI &am I I a 0 10 MMI —MMC IMMMMI—ZM MIM IMW MIM .IM-01110 PW ZIM fth� R Ap W NOWN *Ism I.- I FIR -.1 RAW M �w 11111111`11ANIME11 A -4w EROSION CONTROL NOTES: REFERENCE EROSION CONTROL NOTES ON SHEET 2 LEGEND: 1n INDICATES LOCATION OF GRAVEL BAG, TYP. �' / O 0000 BAGS ARE NOT DRAWN TO SCALE. ALL BAGS �� SHOWN INDICATE OVERLAPPED BAGS, 2 BAGS HIGH. ° HYDROSEED SLOPES AND GRADED AREA PER �� ,,,:.: ��� ,��„. "-- �- �.�� _ q � NOTE 11, ABOVE PCC DRAIN SWALE PER DETAIL 2, SHEET 2 PoT,4Bl� �.iA;TE� t�T'�S Cc.orrC•� "" �.� 1 � 17. BACTERIOLOGr IC TEStINGSIFAILBEConIDUGTFa>IMA [CoZDMJCE 'o �A WITH THE STMIDARP SPEUFt(_A not4SEXCI yr AS PbLI.oWS: (A) PERFOelADACTE2tOLOGICQUAUT (TESTWGAF•TEC Dt51NFEC I M FINAL FLUSHINGg AND IZERLLINGO FTt PIPEUr4a. COLLI=CT >WO CoNSEC tITIVE SreiSoFAtL� sP�1p�JES T�hl Per uk-pis7r Z4 \ HOV APr-eTIrrt l HEPtPF1INE. TAKE- sAMPLE•S FPCrI 114F RPf= E Ar Tl5m kx5T INTO id�►t_SAND FROM EPGNEND. 1 �s s'THE r�SN, Z4 NO UPS �w Y TEC-A�u TSAt-'W 'r*F► Pti � 114F- (R) DEUW-ft. SAMP1 -ES - rC)A CEf_Tf:MD L4 309^ O"W nH*4 TW E!E ? ` HOv 2S AFtE>R_ CC3.l- 6r_11W�rAND HAVE AHACTEZb1_DGlC QUALrrf \ TESTPF1ZFoP.MED. TE-ST1= ot;cOLtFOr-Kb2cArltsMSAND � \ PERFCRM A HETEROPH tC PLATE COl X4T FbK &CH SAMPLE TAKEN. COOMNIINTE THE CO _LEr-TIONOFTHE SAMPLES VAT7 LAB CeATORY'5 NOOKS 0FoP1cRgkTI0�4AfAD ALL-oW ADE(WA-TETme FMTHETEST L OT J (C) ALL GAkfL>LSMUST SHcvV • CHEA 4 S'Sg"'c OF Ccuf6c 1 0P-Q-04USM5AND PLL AETeR.0 L _ P-)NMECOL,N 04V C.TBE.LrrsS TNhN5cnCot.oNl£ VNrt'/irtL. �� v , '� IS IN AON•TKAFFIC AND LANDSC,tiPEAPEAS, MINFOKCED Ft5ER4 P•SS COVEQS SHALL. BE USED IN LIEU oFC >CRV_TEC0vVAS FOP mE'1EC goXFES Cri► METERS LARCnEf HAt-1 l -Ifz ". THE MEIM BOX LT5ELF SSA .L— E E K of Cx*K- ETE IN AC.CORDAI.C.E Wm4 THESTA1cp \ SP6CaFlf�+ 1106. f{Crl A5S CoY�RSSHALA BENWJUFhCTU"_P t3Y LOT r J GDrP�SYSTIF.JI�CORpOIC/rt1L7H O� UlST�ILT I►GPRO�IEA iF_l+?�JA� . \\ cS" ° • o GRAVEL BAGS (TYPICAL) Q t OT 6 w 6prZAO1NCx MOTES (c w 60' PRIVATE 30' PRIVATE �- ADrn noNAt_. EXPL- Of_aTo V-`f T"IZF_n1C.►-t ES ANA 'Cq I ROAD EASEMENT DRAINAGE LPtFStitZATot:Y TES�INGT OF F�� 1 1ATE�IA�� m EASEMENT 54AIL &E caNDvc_TEt? & THE Gf— TScr -IM Ic -P.t_ �0 I �° ° I �� I I ��.14t�t� pU�tTHE Cc>MSVc'rlo�1 PHASE. ! �� LL w = Q m z �1?D t"G"toNP<� �ELOMr'IENDn. rro� � � � v ° � IZFr -iF plAl.. C,�¢�'DI�.tG SH /kli Tit= F9oVtD6'P FY THw✓. c.�Tr + -Atc�� EtNE ► F SvS - .� ! Q -- - SVP.�C - �L CnNDtT�on.1S iJlFt�t =fL �Ar`t - FFiUaaE. : �� i `VISQUEEN LIN J -'� �• -- - -- O J \mss 0 \� \ SWALE ANCH E ITH GRAY � EL A 0 ROCK -LINED TRAP EZOIDAL --•.., �� O � O CHAN NEL B D A Z=4 Q ( Of S$ /Q, o q �, ' � v w ROCK LINING DATA: ��Q���E A �q�F2� o,� o� \\ 3 BACKING, 0.6 THICK G O Q 00 w J OVER D.G. FILTER, 0.5' THICK ® w No. 2957°7 � Exp. 3/31/99 SECTION A —A 00 NIS S�9T CIVI1- \Q �pFESS / \ \\ V F CALIF DETAIL 7 � � _ e o. C O * c "9� "- ? ENGINEER OF WORK: ROCK LINED CHANNEL J 7 - WFN No. 29067 m Q NO SCALE ryX.0 1,///96 SCALE: 1"--40 a EXPIRES 3 31 99 .a EXPIRES L0 WAY NE A0ASCO DATE CIVIL �P O RCE 25977 EXP 3- 31 -99 }" 9 lf O t�� I OF CALIF 0 L6 w Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 1 ChWNGE EA/ .OP WORK CHISELED SO TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED EROSION CONTROL PLANS FOR: STEEL FNCE POST AT SW COR INT ii O� �. EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: n DATE: 3`3D` BY: L ii 4 BY: DOUBLE LL RANCH ROAD EXTENSION ` Q '• FE RD 23' W RHO SANTA FE RD & AS SHOWN 3 til 60 S EL CAMINO DEL NORTE CL VERTICAL: z E f EER OF W K R.C.E. 29067 DATE: 'Y- ZfJC DATE: TM 93 -029 Z o EL 119.476. DATUM M.S.L. J D. C ONWAY EXP. 3131199 WORK PROJECT NO. SHEET) Mar 22, 1996 - 13 FRASERI: \PROJECTS2 \779 \02 \DWGS \IP_SHT5.DWG 7�