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1988-8352 R (Plans) ENCINITA S IMPRO VEMENT PL. A N C17Y OF ENCINITAS TRACT 87-041 - PUBLIC GENERAL IMPROVEMENT NOTES: q WATER NOTES: WORK TO BE DONE: 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING 30' 30' 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SIDS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT DATED DECEMBER 1987, WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF 4.00' 12.00' 12.00' 4.00' WITH CURRENT REVISIONS. CONTRACTOR SHALL HAVE A COPY OF THE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO 2 5' STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD CONSTRUCTION. 2.5' DRAWINGS (LATEST EDITION). O O 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S 3, APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 2 z 1� INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24-48 HOURS IN CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT TOP OF J J TOP OF ADVANCE OF WORK. WORK TO BE DONE CURB CURB BOUNDARY. SYMBOL DESCRIPTION STD DWG QUANTITY ELEVATION 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 2. U PER PROFILE U MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION 2' LINE FINISH GRADE OF STREET, 4 AC / 6„ AGGREGATE BASE OF BERM, CURB, CROSS-GUTTER AND PAVING. (SEE NOTE 2) 20580 SF 2�� ..�2% 29;_ % 4. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES BE LOCATED 5 FEET FROM A SIDE LOT LINE. A 314" HIGH LETTER "W' 2 MISC AC PAVEMENT.SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW 2" AC/NATIVE ® 95% R.C. ° SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 1 as;`•e:w. ° CURB AT ALL WATER SERVICE CROSSINGS. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 2" ° =° OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. RIP RAP ENERGY DISSAPATOR D-40 14 CY HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY ROLLED CURB & - 4" AC ON 6" CL. II A.B. (MIN) 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND �ap MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND PER SOILS ENGINEER'S BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE �_= HEADWALL D-32 ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. GUTTER PER G-4 HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR 2 EA RECOMMENDATION 6. LOCATION AND ELEVA710N OF IMPROVEMENTS TO BE MET BY WORK TO BE TYPICAL SECTION LONE JACK ROAD BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS. 1s" RCP - i350-D (MIN) D-60 86 LF DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO NO SCALE 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY STA 51+27 TO STA 51+37.21 : 1 " (MIN) AC OVERLAY OF EXISTING AC PAVEMENT MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING 24" RCP - 1350-D (MIN) D-60 36 LF EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO STA 51+37.21 TO STA 61+46.41 REMOVE EXISTING PAVEMENT AND REPLACE WITH SHALL BE NOTIFIED TWO WEEKS MIN. IN ADVANCE OF ANY SHUTDOWN. PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION NEW SECTION NOTED ABOVE 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS 30" RCP - 1350-D (MIN) D-60 104 LF OF EXISTING FACILITIES. FOR HIGH-LINING, TEMPORARY SERVICES, ETC. PRIOR TO SHUTDOWNS. ROLLED CURB STA 61+46.41 TO STA 62+00 1 " (MIN) AC OVERLAY OF EXISTING AC PAVEMENT 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC COMPANY 8. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE G-4 1945 LF PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTE: LOCATED ON THE PROLONGATION OF THE STREET RIGHT-OF-WAY _ _ - - - NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT TOP OF CURB ELEVATION NOTED ON TYPICAL SECTION AND ON PROFILES OF DRAWINGS WHENEVER POSSIBLE. AC DIKE - TYPE A G-5 48 LF ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF C-1 AND C-2 IS THE ELEVATION AT THE BACK OF THE G-4 CURB. 9• FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, ARE PROPERTY LINE ELECTICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. CONTACT TELEPHONE : (800) 422-4133 10, CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH - -° CENTER LINE 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY SHEET DRAWING TITLE OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 1 T-1 TITLE SHEET / NOTES CONSTRUCTION. - • -- DIRECTION OF FLOW NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE SHEET INDEX: 2 T-2 NOTES 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, IE LINE UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES 3 C-1 IMPROVEMENT PLANS CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE 2: 1 CUT SLOPE 1430 CY AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE 4 C-2 INPROVEMENT PLANS FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITIES CROSSING OR COMPANY. TELEPHONE : (800) 422-4133 5 C-3 STORM DRAIN / DETAILS UTILITIES WITHIN 10-FEET OF PROPOSED WATER MAINS, SHALL BE 6 E-1 EROSION CONTROL PLANS SHOWN ON THE IMPROVEMENT PLANS. 2: 1 FILL SLOPE 610 CY 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 12. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED + STREET SIGN DS-13 1 EA BEAR THE COST OF RELOCATIONS, IF NEEDED. BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 10., ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE STOP SIGN R-1 (CA D.O.T. 1 EA CONTACT : TELEPHONE : (800) 422-4133 SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING STD PLANS) ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. BUTTERFLY VALVES BROW BITCH, TYPE B 720 LF DELETE 11. : NO PUBLIC LIGHTS. r ^' - SHALL BE DRIP-TIGHT AT 200 PSI MINIMUM. D-75 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED 14. CONTRACTOR TO TIE OFF ALL VALE LOCATIONS AND PROVIDE WRITTEN ® TYPE G-2 CATCH BASIN D-8 OUTSIDE THE AREAS TO BE PAVED. DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 2 EA 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. DWG DWG C-2 DWG C-1 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY ® TYPE B INLET D-2 1 EA CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR d E-1 (BOT) DW LO E-1 (TOP) THE STANDARD SPECIFICATIONS 1S TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. ❑O TYPE A CLEANOUT D-9 1 EA N RESPONSIBILITY EM ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE KEY MAP PRIVATE IMPROVEMENTS. 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF 14. DELETE NO PUBLIC LIGHTS. SCALE: 1"=200' JOINT COUPLINGS WITH 40 MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). ® GRATED TRENCH DRAIN (DETAIL 2/C-3) 48 LF U NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 15. THE CONTRACTOR SHALL REQUEST FROM THE CITY OF ENGINEER'S OFFICE A 0000 EROSION CONTROL GRAVEL BAGS 8570 EA O PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS PHONE: (619) 633-2770. v ENGINEER OF 1�/ RtC �� Z 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK W WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND NOTES REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PRIOR TO USING THESE PLANS FOR ANY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS �o q° SURVEYOR. CONTRACTURAL OR WORK PURPOSE, THE PROJECT, THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE ° o cd i7. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND ENGINEER OF WORK MUST BE CONTACTED DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE ¢ ROAD HOLLOW N WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, 2 IN WRITING FOR HIS CURRENT WORK AND BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS ®wNE STA INCHES HIGH INTO THE FACE OF CURB. SAFETY REQUIREMENTS AND GENERAL WORK CONSISTENT WITH CURRENT STANDARDS. w WENT 8. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER NOTES WHICH MAY: BE MORE RESTRICTIVE � � AND LOCATION APPROVED BY THE INSPECTOR. THAN THOSE SHOWN HEREON; AFFECT THE I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND Q IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO WORK; AFFECT THE COST OF THE WORK. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A i - THESE PLANS. 19. ALL WORK DONE SHALL BE IN ACCORDANCE WITH THE STANDARD REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF Z¢ F �P SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE MY RESPONSIBILITIES FOR PROJECT DESIGN. z GP\; \ JACK IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A � SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD QRpf ESS10�Y REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN q 2 \�P ' ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES O DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL `�� �P� T F�q U ` ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF Z STANDARD DRAWINGS (LATEST EDITION). �� P LP F BY' DATE.- JUNE 21, 1995 z �°°�l IMPROVEMENTS. � � -A 0 G AHAM T. FRASER RCE 27616 EXP 3/31/98 LONE j Q ti Z 2191 EL CAMINO REAL, SUITE 208, OCEANSIDE, CA 92024 1 FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON U w r"' No. 27616 , TELEPHONE: (619) 722-3495 THESE PLANS WITHIN THE EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS J EXPIRES 3-31-98 AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH �Tq cI V i l ICIN/ / I OV/AP WORK L IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED lF OF CA0 NO SCALE WITH THE PROJECT OR UNDER MY CONTROL. c\I • SIGNATURE: 4 s /�� p�'�� ENCINITAS FIRE PROTECTION DISTRICT OLIVENHAIN TER MUNICIPAL WATER DISTRICT NOTE: DRAWING SET REP ? A ® LACES CITY OF ENCINITAS IMPROVEMENT OWNER; CHRISTOPHER LL D Approved by : BOYLE ENGINEERING CORPORATION PLAN 8352-R (2 SHTS), APPROVED ON 4-25-91, BUT NOT ADDRESS: 3615 FORTUNA RANCH RD, OLIVENHAIN, CA Z c» Distn Co ulting Engineer CONSTRUCTED. THIS PLAN UPDATES EXISTING CONDITIONS, ✓'(�Q'«_ 'C /g•_ �" REVISED THE TYPICAL SECTION FOR LONE JACK ROAD, ASSESSOR'S PARCEL NO, 264-240-03 Q �i �f �-I$- 9S SD-oo1-421-03 INCLUDES ADDITIONAL NOTES AND ADDITIONAL STORM DRAIN TELEPHONE 619- 756 - AHAM T. FRASER RCE 27616 DATE: BY: DATE: eor R. Briest DATE JOB NUMBER 2606 W C. . 48853 FACILITIES. REVISIONS APPROED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY ®F ENCINITAS ENGINEERING DEPART -� CHISELED SQ TOP HDWALL MARKED W/ MENT DRAWING N0. Z STEEL FNCE POST AT SW COR INT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED PLANS FOR THE IMPROVEMENT OF TITLE SHEET / NOTES W EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: N/A LONE ' , JACK ROAD Q3��_R 60 RD L W RHO SANTA FE RD & °may � DATE: 6/21/95 BY. ,�(? BY: � LO V L JACK I GOAD v lye �i 60' S EL CAMINO DEL NOTTE CL VERTICAL: N/A ENGINEER OF WORK R.C.E. 27616 pare: p-/Y- fS DATE: _$^l�f -�t� �° p ^ w cn EL 119.476. DATUM M.S.L. GRAHAM T. FRASER EXP. 12131198 ENCINITAS TRACT 87°041 WORK PRO CT NO. (PUBLIC) SHEET OF B Q: D�) JE1 Jul 13, 1995 - 132442 h:\779\07\dwgs\SNT_S.DWG PLOT 1:7 T _ 1 CITY OF ENCINITAS IMPROVEMENT PLAN C17Y OF ENCINITAS TRACT 7-041 PUBLIC GRADING NOTES: SOILS ENGINEER 'S CERTIFICATE: A. GENERAL: C. GRADING. 1, VITHAYA SINGHANET, A REGISTERED CIVIL ENGINEER IN THE STATE OF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ENGINEER OR UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST . THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS DIRECTION BETWEEN THE DATES OF APRIL 3, 1995 AND APRIL 7, 1995. ONE - CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY llrj CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL EVALUATION FOR AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXVAVATIONS WERE CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR LONE JACK ROAD IMPROVEMENTS PREPARED BYCARDIFF GEOTECHNICAL CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND DATED: 6120195 EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. SPECIFICATIONS. SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. � ��Fs s ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO , RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL SIGNED: U �' ^a �^ L �p sR CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR VITHAYA" SINGHA ET, RGE 782 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO EXPIRATION DATE. 12-31-97 792 F "" SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT E 12-31-97 IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. „ AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH ��� IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL �0 . �G�.P BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE C. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO TO A MINIMUM OF 90 PER CENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY THE CONDITION EXISTING PRIOR TO GRADING. TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF ENVIRONMENTAL DATA: A LICENSED LAND SURVEYOR. EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED 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 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE = 1.75: 1 t SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL 2) MAXIMUM VERTICAL DEPTH OF CUT = 7 FT AND HEALTH STANDARDS, LAWS AND REGULATIONS. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 3) MAXIMUM VERTICAL DEPTH OF FILL = 6 FT 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE THE 4) AVERAGE DEPTH OF CUT = 4 FT FINISHED CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. CONTRACTOR AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. A NEAT AND FNISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL 5) AVERAGE DEPTH OF FILL = 4 FT OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CUT = 1430 MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE Cy (ALL QUANTITIES SHOWN HEREON ARE FOR PRESENT.• CITY INSPECTOR ; CIVIL ENGINEER ; SOILS ENGINEER FILL = 610 BONDING PURPOSES ONLY AND ARE NOT TO GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING Cy BE CONSIDERED ACCURATE OR CERTIFIED SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN EXPORT = 820 CY QUANTITIES. QUANTITES SHOWN ARE NOT TO ADVANCE BY CALLING (619) 633-2770. E. EROSION CONTROL: BE USED FOR CONTRACT PURPOSES.) 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE CHRIS LLOYD AT 756-2606. DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS ADDITIONAL WORK NOTES: OPERATION. TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1. ONE-WAY ACCESS THROUGH DOVE HOLLOW ROAD SHALL BE MAINTAINED AT ALL 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING TIMES DURING WORKING HOURS. FLAGGER PERSONNEL SHALL BE ASSIGNED PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WHEN DOVE HOLLOW ROAD ACCESS IS IMPACTED. TWO-WAY TRAFFIC SHALL BE N FINAL RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. RESTORED AT THE END OF EACH WORK DAY. SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 8352-R HAS BEEN 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 2. EXISTING MAILBOXES (NOTED AS "MB" ON PLANS) SHALL BE TEMPORARILY Q PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER RELOCATED, AS REQUIRED DURING THE COURSE OF THE WORK TO THE CJ APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AFTER EACH RUN-OFF PRODUCING RAINFALL. SATISFACTION OF THE U.S. POSTMASTER. ALL MAILBOXES ALONG THE AREA AS-GRADED PLAN." OF WORK SHALL BE PERMANENTLY RELOCATED AFTER COMPLETION OF THE LONE Ld THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL C) SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE JACK ROAD IMPROVEMENTS TO THE SATISFACTION OF THE U.S. POSTMASTER. V) GRADING OPERATION. TO INCOMPLETE GRADING OPERATION OR UNFORESEEN Z CIRCUMSTANCES WHICH MAY ARISE. 3. FINAL PAVEMENT SECTIONS FOR LONE JACK ROAD AND FOR DRIVEWAY W REPLACEMENT SHALL BE VERIFIED BY R-VALUE TESTING. U B. NOTIFICATIONS: 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 0 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 4. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS FOR THE WORK IMPACTING 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. TRAFFIC ALONG LONE JACK ROAD TO THE CITY ENGINEER FOR APPROVAL PRIOR 06 AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY TO STARTING WORK. N A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN GRADING PLAN SHALL BE INCORPORATED HEREON. 5. EXISTING WATER METER BOXES (NOTED AS "WM" ON PLANS) AND EXISTING W ON THESE PLANS, HOWEVER: IRRIGATION VALVE BOXES (NOTED AS "IRR" ON PLANS) SHALL BE ADJUSTED ~ THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO GRADE AS REQUIRED BY THE WORK. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN (� LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF 6. THE CONTRACTOR SHALL NOTIFY THE PROPERTY OWNERS ON THE EASTERLY SIDE TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR EACH WORK DAY. -� STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND OF LONE JACK ROAD AFFECTED BY THE WORK. THIS NOTICE SHALL BE SERVED W LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN A MINIMUM OF 10 WORKING DAYS IN ADVANCE OF THE START OF CLEAR AND PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) GRUB/GRADING OPERATIONS. THIS NOTICE SHALL ADVISE THE OWNERS OF THE DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). CONTRACTOR'S INTENDED START DATE AND SHALL ADVISE THEM THAT FENCING A. SEWERS - CARDIFF SANITATION DISTRICT - 633-2772 SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH AND LANDSCAPING WITHIN THE LIMITS OF WORK NOT RELOCATED BY THE OWNER Z RAINFALL. PRIOR TO THE START DATE SHALL BE REMOVED AND DISPOSED OF BY THE g B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - 232-4252 CONTRACTOR. U 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE C. WATER - OMWD - 753-6466 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR W TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH D. TELEPHONE - PACIFIC BELL - 298-0595 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION E. CABLE T.V. - i-800-422-4133 DIG ALERT 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF 1-800-422-4133 THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. QRpFESS/oN N 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS 11. TYPICAL HYDROSEED MIX: T. FR 9! PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (619) 633-2770. 2000 LBS/AC (MIN) WOOD FIBER MULCH P� 4 <^ Z 1000 LBS/AC (MIN) AMMONIUM PHOSPHATE SULPHATE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR (16-20-0 W/ 15% SULPHUR) �� ��'�� INSPECTION. PHONE (619) 633-2770. ALL WORK PERFORMED WITHOUT 20 LBS/AC (MIN) FESCUE, "ZORRO", OR EQUAL �, No. 27616 ,z 1� BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 20 LBS/AC (MIN) ROSE CLOVER 4L EXPIRES 3-31-98 O t�l9 O 1 V I\. lF OF CAl\F� r.V AHAM ERASER RCE 27616 DATE: Z j� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF G6 ; T.ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z 4 CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE IMPROVEMENT OF: NOTES z w - A B I 'F I^ b•9G STEEL FNCE POST AT SW COR INT //�Q/_wJ1 SJ52- R EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: N/A //���� R.C.E. 2761695 BY dI BY: LONE JACK ROAD W tij 60 RD L W RHO SANTA FE RD & ENCINITAS TRACT 87-041 0 60' S EL CAMINO DEL NORTE CL VERTICAL: N/A ENGINEER OF WORK DATE: 8�1y�5 � DATE: EL 119.476. DATUM M.S.L. GRAHAM T. FRASER EXP. 121,31198 WORK PROJECT NO. (PUBLIC) SHEET 2 OF 6 LZ i Jun 22, 1995 - 10-39,57 h:\779\01\dwgs\SHT.20WG PLOT 1:1 - T - 2 v o F G F OINT ELEV = 201.37 + o + HIGF INT STA 8+32.601 �, a o Lo = + WECEV 21.6 PM STA 54+50 21,6 PM ELEV = 191.65 1n � � rn 00 + w Lo to Lo rn M m mg, o o F v EEi � + ern - v v I 00 0i to� m0 m z i° d' rn + ci w EXIS NG GRADE e 88' Ile In > m orn z —° + c6 v °o r� a O o i=- U*) n � m 0 w - - m � Lo m� N 00 0 N W I AT CENTER INE - - w 0 AY XIST - - _ _ r 9 + Q AC PAVEMENT 1 °E = T AT CENTERLINE - - .� - EXIST RAQ 1- LI AT CENTERLINE z TO OF EXIST11 - I H - o 12 A WATERLINE - - TkAGT-88-14w 6,8 EXIST8 PVC S E, R PER TRACT-87=0- - 56 00 55 00 54+00 � 53- 00 52 00 51 . 00 .- -.-.- PAVEMNT DELINEATION NCB, ING/DELTA FADf15 LENGTH NOTES: N 19018'55" W - 558.0 '° 1 > 4" DOUBLE, YE -LO CENTERLINE °x"°°`° STA 51+67.47 1. CURB DROP TRANSITION: OVER A DISTANCE OF 3', ER-'C LTRANS DETAIL 22 24 -DRIVEWAY TRANSITION FROM A STANDARD 12" BACK OF CURB DATA FOR CO Si CTION CgGE• HEIGHT TO A 8, 1 2" BACK OF CURB HEIGHT FOR A AND EASEME �" -w--_ """"".� 2Q'- STA 52+ f DEPRESSED CURB AT DRIVEWAY LOCATIONS. STA 5+58.26 > (SEE DETAIL 1/C . . RIVEWAY ¢ U) -3 FOR DEPRESSED CURB DETAIL) X26.5 DRIVEWAY ll�, 14 a in c��lo CONSTRUCT BROW DITCH !' 'arrr _.._ c� + TRANSITION PER 10' NOMI LENGTH m Lo V) o ULO �- ` DWG C=3 " REMOVAL AND RSjJIAN.-GR-ADi1TG.-- -�- U wQ� STA 54+75 END ACEMENT/AC OVERLAY I�rn � w -� - 1N-T0-EXfBTiNG"SLOP N NON STA 55+12.75 (TYP ALL DRIVEWAYS EXISTING OW DITCH - E� \ 0 DR1 TO BE FIELD DET RM "'- m Z 3 c� APER 0 EXISTI G ¢ w Q U ATCH-EXISly AC BERM - A CT PJe.4CE N N m.�mm (MAINT. GUTTE LO�NLINE) L Ia EXISTING 0 CT EXIST POWERPOLE EXISTING 12" AC \ " --"" '� 1 1 ❑MC AC DIVE AND ANCHOR IN PLACE R/W WATER LINE EXI L - ('SLE � ® s Z 0 W B INLET O .. - _- -.- _ ®_ _ � - ___ EX�STL�G 24' WIDE w _- _ w UR$ R IAII w w W W _ - 3 56+00 55+ SEE NOTE 1 (TYP) 54 ;00� 53+0 4 52 00 51+00 I I AC PAVEMENT 504 ( W O 512.79 1 SSMH 1 SSMH V) 1 °¢ _ ® _ .5 ___ LONER JACK R AD _ . -__ _ v_ ___ -__- ss o ca _ __ II Q --;4C°°'OVERLI�F R .�_. .�__ �. _ �-- - - •" ITT� w b v . O Est 4 P k w. I T. = i �- ✓ - R W EXTST� I R fNT V X./ EMOVE EXISTING�fEN ,UaIG �-�"�� ,E ISTIN'G SS ANSITI , ADING EFERENCE�I " -pEAA I1 g 4 EASEtri1ENT RA -0-TO•--Tki ss e�Rly4lkNEW�GRA- INTO EXfST•TI GAS OR TRACE`8-11 t� COUNTY OF'SAN DIEGO PR` __ M ' - D RECORDED / 1 DWG'8281-R .✓" �� NO. 155962 SERIES S60--0. s�� nI pf ESS ON ,1 ECRE ONAL EASEME ER NO. 91 0186_ EC. 5/2/9 — - - - - - - - - - - - - - - - - — — — Fy ' ASBU/LT ' C, No. 27618 rZ*i (� � 207--\1 0' 5' 0 20' 40' a EXPIRES 3-31-98 1z' • — — — — — — — — — SCALE: 1"=20-" *�rTF Of y� t CAIN AHAM T. FR SER RCE 27616 DATE: ? 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 N0. 2 rn CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APEbidld D PLANS FOR THE IMPROVEMENT OF: IMPROVEMENT PLANS 41 - A As- UILTS -C f-tc-9c STEEL FNCE POST AT SW COR IN7 83 2-R � � EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: 1"=20' J DATE: 6121195 BY: � C , BY: L®N E A K ROAD W W FE RD 23 W RHO SANTA FE RD & »_ � 60 S EL CAMINO DEL NORTE CL VERTICAL: 1 —8 ENGINEER OF WORK R.C.E. 27616 DATE: S /y'95 DATE: L -6S- ENCINITAS TRACT 87-041 Q o EL 119.476. DATUM M.S.L. GRAHAM T. FRASER EXP. 12131198 WORK PROJECT NO. (PUBLIC) SHEET 3 OF B QL Jul 13. 1995 — 14:42:44 h:\779\01\dwgs\SHT-3-4.DWG (SHT 3) PLOT 1:20 C - 1 I - HIGH POINT ELEV 201.37 v 10 g HIGH m.P01NT...STA -"58+32.60 _ + .m A " • � Vf STA 57+80 1n ° PVL-.STA. =_..60+50 �p v I � VL"ELEV �,203.70� - `"¢ w. PVI_ELEV_!=198.30 w - ___� N (n 100.00' VC 3 60 0 -�/C- s o 216._M�.�-..«.,w� u.� _ M. _ - _.ATICENTERL.NEE 0 _ , + ffi p r I p N I m. .. MH w. -- _. _ ._........_ ........., „w,.,.,a.,,.R».«:, ,....,....».,«. ..m, ,. ...... I<..,>.�N,,:_, ., .,,.„,.,._„ _:.to w,v r._.._.. . „u, w a + � _"°,w,., __ to r,—,»v.. , A O p � 0., v._. .��._w.__O N ...._.. ...,....,. ...� p,� .. �_....._ .,_._.. p � ....,o.. 1+7 I� t� 208 r r —�a__ — . .. Lij N (y I� O O I� N to N M O N LO 00 0 O N .w _r. . + � + � + � + � - - _04 208 rJ > + 0 00 00o 000 000 00o ro + o nd Ld _ �n r� w v + o +o o co d EXISTING GRADE _ ° _ ao_______> c� w �,p °' o-----O N •+r� ��------- N• c �40 N_ o. ,g. _-__ . _ +o, + �; �n r _ AT CENTERLINE > + + o0 0o m m F wLO N N LO N uO N LO of o rn 00 I REFI=RENCE_IMPRQyEMENr `PLANS w � °'� t° '- - _ IFOR TRACT 4400 (SHT 3 F 15) I _� q0% ____ 00- m,.._. - � „ , „ EXISTING GRADE � ` EXISTING 30-1NATER- LANE 0 30" RCP AT"CENTERLINE ° " " I 12P AC WATERLINE — ­--192­4 ECROSSES._LONE JACK ROAD - . .. n r. _._ ._ - - - AT O FIELD VERIFY 194.13 _ _._ ., . _ . ._ _ p _ _ - . ._.,,r - ,. #..,----A. 192 � PP�F_ EX� �1G. VERIFY)"--- _ �,,_., - " 89:55 RCP; -- 112 AC WATERLINE I RHT-9- WD _U IT K I i I- H DF 2 TOP 30 ST 193'85 ­-184..., TOP--OF-CbRB-ELEVATION =. -Q°,ELEVATION + 0:18" $ ; I ., yy .., .rw.,mvwwawauM.w..—.,w^`4 .ww`rv..mw,..rcm tl ,., ,,, ,enw..v.,..m+.,.w,.auw.w'w,..w: wvr.,.,..vo—o .—Jyw,ww.w«wummo-..awwn«. ,.srv,.I.a...n " ,w.w .va..e. .wv. vuw✓rc ..nw.g4u< ...mm...Y„v.»wvw,.,.. .y*,««.d«,-.«, .,„,. ., e : C :•w.,:.w. .::.ro j'mmvu«ww+.«w.«w,...-.....a...............« ............. ........._.._....._. w..........w..«w.........v,=»pn...............0 e..wrs...... s ..._. .._.wm. ,,..«,...,,.«....«..m. ...va,.n w..,+a..e.._ .. .._..._.... .......,.,.... .«.j..,.....«,. -X68 .,-...�,.«�. r �� «.._. �...�._...._,..�.,. � _._,-.. .-,.,.NOTES;- °��-��PROTECTIN°PLACE`EXISTINGUTILITIES� 6 - —L—LOCATED NEAR DRIVEWAY.,AT-STA. 8+59f: � ....: _ TELEPHONE CABINET,_POWER POLE, , _ w..-., I - - :� / I ` o .METER, , IRRIGATION VALVES. AND_DOVE .HOLLOW - I 60-00 59+00 ° ROAD GATE EMERGENCY VEHICLE PREEMPTION,: 1 I / GA'F�ED ENTRANCE p CT.. . ._ ETE OR I , , 62+00 61+00 J 53+00 57+00 r Uj CENTERLINE DATA CURB RETURN DATA °` / � z � _ / pQ ' °; of m 0..4` DOUBLE- LLYE OW CENTERLINE N0. BEARING/DELTA RADIUS LENGTH COMMENTS NO. BEARING/DELTA RADIUS LENGTH SC 1� / ' r- 0 "• , PER CALTRANS DETAIL 22 1Q N 19°18'55" W - 558.07' CONST & ESMT 1 0 =22°47'06" 34.00' 13.52' '�`F. 1 '` /CO z , n U1w ° REMOVE-EXIST. Q 0 =14°41'58" 930' 7,6.28' CONST & ESMT 2 D=24°06'43" O.' A » a 2 1 ti p �. FENCE & BENCH w v + • TO R.O.W. LIME m � . _ _ Q3 N 14°36'5T 1Q! - _CONST & ESMT CURB-RETURN DATA FOR "CURB LINE" OF G-4 CURB �' 6 , � + 0 r =11°07'h9" 570' ' 1 CONST &'ESMT"fL"°'"" -� d - rn ° 1 F . + STA 58+55,90 v °` w N Q5 N 25°44'x5"HW - 17A.3 CON T & ESMT 61A-46:41-BC•-G©NSTRUCTION EX STING SIGNPLACE F / w R 0� ��' (_+j 16 DRIVEWAY W co o LO 6 =23°1840_ 14 T STA 61+46 BC EASEMENT d r �, z EXISTI AC DRIVE"Y=. M � + � I _ ° „ 2 0� E'AEMEN +02.75 BC PER » =R° -- --- __ _� :d GIAD 0 RAIN \REPL'7� E II .,�, o HIGH POINT o U D 24 20 0 300 7 C STRUCTION STA 6A+00 BE IN ® / PVM Po +. F�207.0 0 ,+_1_0 N 64°15 45 (R TYPE B BROW DITC / `� SEE NOTE 1 ^ D=` 5 BROW DI z BROW LO L0 LI E v4 SD' . 1n ,n SAWC ISTING-A a c0 ❑ o ° • ^-•_ 6 ++0 PAVEMENT C. - -_ ►- ' / ° Q DITCH Q I w c> END C VERLA -DISC„ z N c J ° R/W z _ ADJUST EXIST. MAR N w Q D 1 `W LE IMPROVEMENTS �° ° I SWALE � ASSY. TO GRADE I _ 2, .WIDE --_--A SC` WALE GATG O RB & GO U ?TER_"'" " _ - _ - ro - 00') - - - G 4 ,R LIED 2 L �` _ - - - - - _ MATCH EXIST �= E -- ; ;F�Z.l � ' a - - AC PAVEMENT 59+00 P - - - - - - - -- - - -- - C p � 3 - - - - w - - -4Q- TR�SITION (TYP _ _ - so+oo ATCH EXIST. o - -- -_ _ 5a+o F - - -°° -_--- -_- - U _ o W -®�-„ -- w STREET URB & GUTTER - -- - g �-'-_ _-- - - -- + _ -�--•.. �,�.�.-,-.,--°`°°,- �- P-RBi-f�T-I N PLACE o Q 1 T� ® `L 57+ W Q EXIST ANCHOR POLE; .. - I---� .., _ t \ A NAME _ _ _ N 6-+�- -� - ONE JACK D IGN - - _ I N C � _ WC E _ _ o - �, - --- � M >w _ w GIR ``� _ - x _ ~ `•, --- p tr _i STA 59+55.45 PCR I N 6 W ® all 1 1 R/W _. WIRE FENC _ �. . =_ -- BEGIN 1 ® a T 1 co oc �' - - EASE"�i(EN ------ - ---Zr RELOCA FENCE MATCH EX rn" r : � C) PER OWNERS DIREC 'ON. R 1A ` ° -� Z (R=350 ) 1 +- °- �` --- _ GRADE DIK 0:: ° p -� 1 "� REL GATE CORRAL FENC IMPROVEMENTS _ - `'°°-�• TO N, - -------°°-- $ W z I Q I °� I I OWNERS DI C) PER DWG 9050-R I ffi I --- IN G 30' IRREVOC7fiBLE-9 R 03 IRREVOCABLE OFFE EDICATION w I I 0 ^ z° LINE A STORM -0 RECRf TIONAL TRAIL EASEMENT OF DEDICA NTED TO THE GRANTED TO THE COUNTY SAN I I c°o ` z w - SEE_D`WG`-t­-3 PER DOC 0. 91-0201867 /2/91 -- w COUNTY OF SAN DIE ER DOC. ���.0,.�P�_ ER DOC. NO. 81-2960 00 + I I N0. 81-2960079 REC. 9 81 RECORDED 9 6 81 00 5 Ent / 0 5 i° 0 1 199fo-O►ololo w LINE B STORM DRAIN Jy�l 0) o : Q DoG• I�10• SEE DWG C-3 I co m I 1 �, ®N MA RpFESS/0 XISTING 60 PRI AD EASEMENT OFFE OF DEDICATION z 1 e N I � ST02r[ DP.�41 _1 EaSEM><ntT cn P D 74-055649, B0 74 OF �R TED TO THE COU OF SAN PEA OOG. I.�O • I I - - I q�F PE[_ O.R. AND 10-0-014E.B D.EE - -D Al N T281 EX IMPR tS - 1 - - - - - - - - - 10 n w ®� - - - - - - - - - - - - -I- I ECORD, KNO DOVE HOLLOW D - - - - - - - - - - - - - P€R 3512- RIVaTE) Z AS ®4!'LT No. 27616 rri - - - - - - - - - - - - -1 --r- - - - - - - - - 20' f0' 5' 0 20' 40' a EXPIRES 3-31-98 I 1 *ip P �, I I I I { I 1 1 SCALE: 1"- 0' rgTF O�IVI� \�0��\ CAL G HAM T. F ER RCE 27616 DATE: DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE SPECIAL DISTRICT APPR®V CITY OF ENCINMAS ENGINEERING DEPARTMENT DRAWING NO. Z rn I& lals _g L_175 1— CHISELED SO TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED PLANS FOR THE IMPROVEMENT OF: IMPROVEMENT PLANS STEEL FNCE POST AT SW COR INT Q 8352— R EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: 1"--20' DATE: 6121195 BY. e , BY: A, LONE JACK RDA w w FE RD 23' W RHO SANTA FE RD & R.C.E. 27616 / y1 z 60' S EL CAMINO DEL NORTE CL VERTICAL: 1"=8' PENGINEER OF WORK DATE: y-�yrSS° DATE: g�I�-�L ENCINITAS TRACT 87-041 qc o EL 119.476. DATUM M.S.L. GRAHAM T. FRASER EXP. 12/31/98 WORK PROJECT NO. (PUBLIC) SHEET' 4 OF 6 1 Q Jul 13, 1995 — 14:42:44 h:\779\Ol\dwgs\SHT_3_4.DWG (SHT 4) PLOT 1:20 ' C � 2 ( f _ a 4 I - STORM DRAIN i . -..._..... � .�.�. � NOTES I ��«°`--�--LONE-,JACK--RD,�-STATIONING--SHOWN F �3 5 � c�.- � THESE PROFILES REFLECTS - - zw I - Q I o STA 1+68.28 LINE B _CONSTRUCTION._ CENTERLINE_STATIQNING_ •__-•.o °- .. W` STA 61+93.78 12.0' RT U V s z O z LONE JACK RD I ..____.•__�_�� DRAINAGE .STRUCTURE,. STATIONS _ � _ __ -- —_______�__� ,.o Y. J - TYPE G-2 CATCH BASIN ARE MEASURED TO _OF STRUCTURE a - K ? t`' 3.,-MODIFY BACK. OF_,TYPE _G. CATCH BASIN. ma.°? __ -t iv u�► _ CO 1 " = 20' I € WITH V-NOTCH OPENING PER D-7 w°Q I Q o Q- ,d i z«^�L N g m.. €� W t— J 0 I �° 0°m - o a ZN �...g-' Np ����t _Z2Z �� 1 6 + w N J� �— MOD FC1) T(PE1"c.'� NLE —N Q 1 Q N_.— Q N N� �' � �F rn ' �N r` z I I141 -tor� j ° a I: .1 . �U I mc0 M.v, Qo IM. °° ¢ ooV� E _, wr 61+ _ 1= oraoN ._s_ rn �N w w� -p. c~e� v~ic 202.50 a-aW�t-Q N I .� sj2d w,. 21-0 _ o- +t0 1 I �i -I _oa+c�> +c� J „ I �� x ►- � 210 t0� -w� - w �... --- \ I o w-� w N o o TRENCH' DRAIN` GRATING f - I CONTRACTOR m F-. x� � vim I TOG TOS EG FG — a 1 Q 201.3 - - - - I TO VERIFY I +� � t 201.45 ��.w __- - - .-. - _ -- TOG 196.5f 3a_ _ __ -- R e -___ � CONTRACTOR ¢QZQ :_. � � �•.,,, I __-- 6» AC DIKE 200— � .� _ -- -- - TO VERIFY -� o W I r _ 0 �. to IN ' --' - -- -- - -- ---- "WIN -` r w BOP -,- w i _�..� i COVER 1' MIN ..,.,_ o � .__.w ST STA 1+44.27 LINE LB � �- , _._I•--- 96 1 V=4.5._f s, .oi '0 �� _ 0 . _. :,_. a A 61 I +93 35 12 0 T PROPOSED COVER P o, oo' _ °_ a- I LONE JACK RD 18" RCP 90 _ -12 191• . _.._... _•__ . _Q,00°4 8 cfs h` _ - E 1.739' . TYPE G-2 CATCH BASIN I I STORM DRAIN 8 w ��� I 90 ._ RIP I �' 8 V=��1°: -fps w - 2 r 4690 DISSIPATOR HGL; �p g ------.---..:.., ..�=29 cfs RIP« RAP .,. ..,_ �. 45s , to I I STA 0+69.00 LINE B w W HGL W """"'PER �D=40 '> � _ ENERGY le - - - � ,-,., DISSIPAT R CONTRACTOR TO REPAIR HORSE I I STA 61+92.00 87.26 LT k N oo ro a ' 3l.ZT :.,._.` _ . ;;._ _. ­PER LONE JACK RD rte' � I = �§rr LF ` 4 LF 30 RCP SD PER D 40 - TRAIL AS REQUIRED DUE TO I I HEADWALL PER D-32 $0 _.. _-� - - - - - - - - - - - - - Do I I 24" RCP SD 180 CONSTRUCTION— — — ao •-,• m . ,. �_ ENCH�"DRAIN — — ....... ... I o- LF> 74 LF 18 RCP SD 1 - RIP-RAP — — — — T RECREATIONAL TRAIL _ �� :, A ENERGY DISSIPA OR —�L� LNEASTORIVIURAIN �_.__ � �_ I TYPE 1 PER D-40 I I EASEMENT PER DOC. - _ No. 2 BACKING, 1' THICK I I NO. 91-0201867 HORIZ 1 20 >I;i- � .u,- ., _ ... 4 LINE BTO�RMDRAIN __ �- VERT 1"' - 8 FILTER. DG, 1 THICK I I REC. 5/2/91 a = 6 2� € - $ --� I _ 20' 10' 5' 0 20' 40' "_ -I B STORM DRAIN a d � - .... ..�2+'00.�._ - _�..-__-.,.x +00 3+00 -,,,_ _� 2+00 j - ----x - 00 , SCALE: 1 =20 I o . 3 42.S5, STA 2 LINE A��ZL pO' STA 2+43.39• LINE A� I I STA 159+ 41.12j�96• RT STA 58+95.20 26.00 RT � LpNE`­ J c1Z RD LT LONE JACK RD NOTE: INSIDES FAC OF " ALL RCP STORM DRAIN SHALL BE 18 S� TREN�H DRAIN WALL STA 2+�9-2� LjlkK ALL RC MINIMUM BOLTED TRENCH DRAIN ® CL F AI` STA 58+72.1-`x• 25.00' RT (FRAME & GRATE) EXISTING RIP-RAP LT LONE JACK RD REMOVE AND REPLACE / / TYPE "A" CLEANOUT SEE NOTE 1 BROW DITCH PER D-75 TYPE A; os.sv 28 MODIFY TOP WIDTH OF DITCH TO AS REQUIRED TO ® STA 2+•86:84 8 (Zoo' _FLOW FROM MATCH RIP-RAP WIDTH. ACCOMODATE GRADING / O' 0 STA 58+72.4-5 14-.75-'RT DOVE HOLLOW RD TRANSITION FROM EXISTING RIP- o .� 0 LT LONE JACK RD RAP ON SLOPE TO TYPE G-4 CURB. O TYPE ".��,INLET, L=! 4•S TOE OF O �A � ° ° SLOPE O O 4 I �° _ ' ., o o °3 d- O 000 1 g� PROPOSED a `a ° • , . ° J LL- G-4 CURB ' Y. ° ' o°O 3- - _ TRENCH DRAIN - - - - - a"' - - Oo _IN �.a a ° O OO O 59+00 ° °" — u7 1'- 6" 2'- 0" ® � ..o�_'c--7— a v a . v P• ' O — G .4.> �, ^' ,. • 'v CUT-OFF WALL , 0�O O PRO OSED o - --_ _ 58+00 "' PER D-72 . ' O 24" R SD - =--- - ° J 1/2„ R ° ° ° . . z O o z / » - _ _ / m » O o � 5/8 ° ° DETAIL 3 �x� _ BROW DITCH TRANSITIONa � \ ° °. .° ^D- oP. " NTS °., 6 00 WEAKEND PLANE JOINT ° 6" 2'-2 3/4" 6,� ® I 1 . 11 ® II I I I I j PROPOSED J 7 1/2" (SECTION LOOKING NORTH) STORM DRAIN DATA TABLE , I I 11 3o RCP _..-rm ... . 2'- 6" R DETAIL 1 DETAIL 2 LINE A BE ° L QRpFESS/0N I I i I I I 1 11 STORM DRAIN a 9 15 28 E -184. 4- 134.50 o M T F q� I I I 1 1 a » o DEPRESSED CURB ® DRIVEWAY LOCATION TRENCH DRAIN ® DOVE HOLLOW ROAD b N :714-2 � n» r 9.25' N-740112-5" E �� PAP R40, F I I I 1 1 = 20 SEE S.D.R.S.D. DWG G-4 FOR NOTES NTS a ° _ Zl `" <1 I I I I i 1 0 NTS TRENCH DRAIN NOTES: d N 0 25 08 48.00 CONTRACTOR 110 RE QU 1 Q ° N 14°L?''�"W No. 27616 ,? HORSElIIRANL S RE(�UIRED 1 1 7p pp 3S•! Z U LINE B BE L GTH W DUE TO CONS UCTIQI� 1 STA 0+89-680�NE. A ll9•L� � EXPIRES 3-31-98 � I I• 1 ,/ W 1. PROVIDE NEENAH BOLTED TRENCH DRAIN, SERIES R-4999-L9 FRAME * I 1 STA 58+49:67- 993- LT AND GRATE. INSTALL PER MANUFACTURER'S RECCOMENDATIONS AND e N 71 °51 '28" E 73.27 sTy C1Vj� �� I I I I 1 �1 LT LONE RD INSTRUCTIONS. f N 72004'12" 20.01 ' lF �F CAL\F � — — — — -I I j I I I- — 1 PER D-32 E W7ZCL— — I N 1 ° 2. CONTRACTOR SHALL SUBMIT A LAYOUT DRAWING OF THE ENTIRE RTPITAP ENERGY DISS OR TRENCH DRAIN ASSEMBLY TO THE DESIGN ENGINEER FOR REVIEW. LENGTHS OF PIPE SEGMENTS ARE MEASURED RECREATIONAL AIL EASEMENT 1 TYPE 1 PER D-40 z FROM INSIDE FACE OF WALL TO PER DOC. N 1-0201867 1 1 4 TON ROCK, 2.7 HICK z 3. TRENCH DRAIN WALL AND FLOOR CONCRETE AND REINFORCEMENT INSIDE FACE OF WALL EXCEPT FOR AS BUILT REC. 5/2/9 I I 11 1 FILTER: 3/4" ROCK, THICK LINE A, SEG a & LINE B SEG e, SAND BLANKET, 6" HICK Z PER S.D.R.S.D. D-76A & D-76B. WHICH ARE MEASURED I I I 1 ' > 4. PROVIDE ROUNDED PIPE END AT 24" RCP PER S.D.R.S.D. D-61. TOODOWNSTREAM FACE OFAHEADWALLTCH BASIN -Z�-�� LINE A STORM DRAIN 20 0 20 40 a G AHAM T. F SER RCE 27616 DATE: SCALE: 1"=20' ? DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK QC 0073 SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z rn U LTS /-iC• CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP VE PLANS FOR THE IMPROVEMENT OF: STORM DRAINS / DETAILS Ld STEEL FNCE POST AT SW COR INT 8352— R � � EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: 1"=20' DATE: 6121195 BY: �, BY: LONE JACK ROAD W w FE RD 23' W RHO SANTA FE RD & R.C.E. 27616 Z 60' S EL CAMINO DEL NORTE CL VERTICAL: 1"=8' ENGINEER OF WORK DATE: f -ly-•9S' DATE: f-�t� ENCINITAS TRACT 87-041 Q o EL 119.476. DATUM M.S.L. GRAHAM T. FRASER EXP. 12131198 WORK PROJECT NO. (PUBLIC) SHEET cJ OF 6 Jul 07, 1995 — 10:05:08 h:\779\01\dwgs\SHT-5.DWG PLOT 1:20 C - 3 NOTE ---�„� LEGEND: S OOpINDICATES LOCATION OF GRAVEL BAG, TYP. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT " AGS ARE NOT DRAWN TO SCALE. ALL BAGS CHRIS LLOYD AT 756-2606. r ` SHOW DICATE­OVERLAPPED AGS 2 BAGS HIGH. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK 20' SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENCE LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY Z DEVICES WHEN RAIN IS EMINENT. J 3. DEVICES SHOWN ON THE PLANS SHALL NOT BE MOVED LO + = o OR MODIFIED WITHOUT THE APPROVAL OF THE co U w ERR ENGINEERING INSPECTOR. m cy Q w 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH YDROSEE SLOPES - - - -- RUN-OFF PRODUCING RAINFALL. H_ 0 SLOES"-.., - SEE.-EROSION�CONTko GRAVEL BAGS BE SIO[�CON L `� - �• YDROSEED SLOPES OTES,SHEET 2 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL __� GRAVEL BAGS SEE EROSION CONTROL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY NO S, SbIEET CONC p NOTES, SHEET 2 ® � GRAVEL BAGS THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH CD S E5 ° OOOQp . Q® p0000 _ 0 MAY ARISE. � 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC a - -- - - -. � -° -- --- TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS 56+00 555+0 54 00 53+0 52 00 51+ 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE _ I APPROVED GRADING PLAN SHALL BE INCORPORATED SSMH HEREON. SS _m Mm 8. GRADING E AREAS AROUND PROJECT THE ... ,. ,>�. � !� ,,.., ate,. �.. .. - .�,w. � � __...._._. �.,:>: :. : �.� �� � � � n _F �•=- ' � _ °"�,. �°°�; •, _ y MUST DRAIN AWAY FROM THEFACEOFPSLOPETEAT THE CONCLUSION OF EACH WORKING DAY. _ z z y ... ... ..5. .7, l c. _ yyip �,,... '"✓",rte^' i M\ 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL y,� a � >.. . , � <_ ,. . �� BE IN PLACE AT THE END OF EACH WORKING DAY WHEN v THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER F _ - � -- �f °°''� ° °° " ' q —✓ DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. RAVEL BAGS -HYDRO L S SEE- ERO ON �- 55 10. ALL EROSION CONTROL WORK IS TO BE PERFORMED NOTES, SHE VI , UEEN-LINED SALE BY A LICENSED CONTRACTOR SPECIALIZING IN �ICHORED' WITH` GRAVEL AGS EROSION CONTROL. SE�FR 11. THE EROSION CONTROL PLAN IS OVERLAID ON THE SITE GRADING PLAN. SEE GRADING PLAN FOR ALL " GRADING DETAILS. THIS SHEET IS FOR EROSION CONTROL ONLY! `� 1J 12. CONTRACTOR TO CONTACT THE ENGINEER OF WORK 5'$ — 2 IN WRITING PRIOR TO ANY CONSTRUCTION OR - 9 CONTRACTUAL AGREEMENTS IN ORDER TO OBTAIN. CURRENT ENGINEER OF WORK GENERAL NOTES AND CA 1 =20' REQUIREMENTS WHICH MAY BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON. Zp Z w ---� DIRE ON FLOW ) GRAVEL BAGS � + = o YDRO ED_SLOPES r �. i° x SEE EROSION COFt ® Q Q ,.w•, 0 . SHEET 2 0 N F- S vwa 58+32 d- - _� GRAVEL BAGS r� ® o O HIGH POINT HYDROSEED SLOPES � o SEE EROSION CONTROL GRAVEL BAGS � NOTES, SHEET 2 GRAVEL BAGS U w N _ r 59+00 W � - \ \ = V, \ _ �° -�� _�..._✓'"° W -�,� ll ° ,.m, .,._,vas .._,a,,,„„ .-- 58+00 F ' y Lu 57+ w U 0 6 i ... _.. .. '_ Do 62 i1 w ..-- >>.. ;,,,�; ., ,� �\��. .. ,,,. .. r,,. � r . := e�r.: \�\ � <.� �`' ` �\.�\ . �`v �: " .� ',•a; ,s n. �.— ..� . _: ' ,, ,..°,.,.."...._..__ --- � ....,. .. """Q�' •, .,;, .,, 'i"'." .z.. ..'? . ',r" :;`i J'A'.ar�it< ; 4 � ��� ?``t`^ �€`d is �\£��� �\ �.�\• z,:� �•: ° :,x"�, A . � S "EROSION CONTROL w HYDROSEED SLOPES O� SEE EROSION CONTROL ® NOTES, SHEET 2 -GRAVEL BAGS W HEET 2 . 0 0 0• �I GR Q,QFESSION s�;o z f w �1 / T 1• . c, No. 27616 r,, /1{7 BUILT (; LO 2 5' 0 20' r17 EXPIRES 3-31-98 �rn GRAVEL BAGS '°" - ��q7F IVI� I�o���� -2c-P� a I `� SCALE: 1"- F CAI. PR AH AM T. ASER RCE 27616 DATE: 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 NO. xc i' G CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APEhQ"ED PLANS FOR THE IMPROVEMENT OF: EROSION CONTROL PLANS Cu STEEL FNCE POST AT SW COR INT A' 8352- R EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL: 1"=20' DATE: 6/21/95 BY: BY: LONE JACK ROAD w FE RD 23' W RHO SANTA FE RD & R.C.E. 27616 V) Li 60' S EL CAMINO DEL NORTE CL VERTICAL: 1"=8' ENGINEER OF WORK DATE: r`-7l/ R5 DATE: ENCINITAS TRACT 87-041 11. o EL 119.476. DATUM M.S.L. GRAHAM T. FRASER EXP. 12131198 WORK PROJECT NO. (PUBLIC) SHEET 6 OF 6 (x, =4 Jun 22, 1995 — 17:41:33 h:\779\01\dwgs\SHT-6.DWG PLOT 1:20 -