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HomeMy WebLinkAboutDWG 417-1D; MS 02-08; LOS COCHES VILLAGE; 01-12GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4, A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING Of "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY ''BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (Al SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (Cl COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS, 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " A TT ACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCIION MEETING SHA! I BE HE! D AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHAI I BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION0 SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK, THE CONTRACT R SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK ( 438-1161 ext.4323 ) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALI INSPECTION REOI IESTS OTHER THAN FOR PRECONSTRllCTLON MEETING Wll L RE MADE RY CAI I ING THE ENGINEERING 24-HOIJR INSPECJIQN BEQIIESI I INE AT (619l 438-3891, INSPECTION REOUEST MUST BE RECEIVED PRIOR TO 2,00 P,M, ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS.LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS.EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURF ACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS, J, 13746 11 .. ~~EN~~~ 5620 Friars Road • San Diego, CA 92110·2596 • (619) 2:91-0707 • FAX (619) 291-4165 • www.rlckang.com R• \D~ 1 3 "/46\Prec I se_Cr-dd lnQ\3746pns,;is1. dQn \ \srv_r I t:,1 \R lckStandords\ i p: otV10\Pe11\co I comp. pen 013-0EC-2004 08• 2S 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO-417-11 , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/ 4" ROCK PER SDRSO S-4 TYPE "C" AND PIPE MEETS AASHTO 304 M SPECIFICATION 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS If IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLE COMMUNICATIONS COX COMMUNICATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) •CITY OF CARLSBADlSEWER,WATER & RECLAIMED WATER) •SAN DIEGUITO WATER DISTRICT •LEUCADIA WASTEWATER DISTRICT •VALLECITOS WATER DISTRICT •OLIVENHAIN WATER DISTRICT •BUENA SANITATION DISTRICT • AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 1760)633-2650 (760)753-0155 (760)744-0460 1760)753-6466 (760)726-1340 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS 111.06.170(6)1 CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR (11.06.1901B)l CARLSBAD MUNICIPAL CODE, (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). 12) AS-BUil T GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35, UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION • PREPARED BY SOUTHERN CALIFORNIA SOIL & TESTING , DATED JANUARY 12 ,20JM.. , SHALL BE CONSIDERED AS A PART GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS AND SPECIFICATIONS CONT AINEO IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" OF THIS THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM, RICK ENGINEERING COMPANY ADDRESS: 5620 FRIARS ROAD CITY, ST.: SAN QIEGO, CALIFORNIA TELEPHONE: ~ BY: ROGER L._BALL ~l~ ~ ~ R.C.E. NO.: 2ill,8 .-o-. DATE: _.:._::/ z/,:.,..._;:_,~@:!)4:--'--- REGISTRATION EXPIRATION DATE: 3/31/06 LOS COCHES VILLAGE REFERENCE DRAWINGS 417-1-----·IMPROVEMENT PLANS FOR SEWER RELOCATION 417-1A-----ROUGH GRADING PLANS 417-1B-----STOCKPILE PLANS 417-1C-----GRADING AND IMPROVEMENT PLANS FOR RANCHO SANT A FE -CAMINO DE LOS COCHES 417·1L-----LANDSCAPE PLANS REFERENCE DRAWINGS 205-2D-----IMPROVEMENT PLANS FOR MISION ESTANCIA/CAMINO DE LOS COCHES 262-1-------IMPROVEMENT PLANS FOR RANCHO SANT A FE 269·5···---IMPROVEMENT PLANS FOR CALLE TIMITEO OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM APPROVAL (OMWD W.0.# 561271) Approved by. BOYLE ENGTNEERING CORPORATION District's Consulting Engineer ,,/11tL.-., S000155800 ~ JOB NUMBER 2 Years After Date , , SCALE: 1 "=150' EARTHWORK 9UANTITIES CUT: 4J00 CY FILL: 4J00 CY IMPORT: 0 CY EXPORT: 0 CY R£M£DIAL: 0 CY LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP NO 13970, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILLED IN THE OFFICE OF THE COUNTY RECORDER, SEPTEMBER 25, 1985, AS FILE NO 85-355261 OF OFFICAL RECORDS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL PHOTOGRAPHY METHODS FROM INFORMATION GATHERED ON AUGUST 2, 2002 BY RICK ENGINEERING PHOTOGRAMMETRY DIVISION. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS AND LOS COCHES VILLAGE ROUGH GRADING PLANS DWG NO 417-1A. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 255-031-20 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N_,_.,_._ _______ E ~6=25=8~------- BENCH MARK DESCRIPTION: 21/2" BRASS DISK MARKED "CLSB-011" LOCATION: COMMUNITY PARK PARKING LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE TIMITEO RECORDED: .i,R~O:'-:S:-!1-'-'72.,_7,1_ -------c=-c=ccc---cc=ccc--c-c~--- ELEVATION: 173.24 DATUM.: .. N,-GV .. D, ,29. NEER'S CERTIFICATE , ilQLER ' A REGISTERED CIVIL THE STATE OF CALIFORNIA, PRINCIPALLY DOING OF APPLIED SOILS MECHANICS, HEREBY CERTIFY BUSINESS THAT A STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF VICINITY CITY OF OCEANSJDE PACIFIC OCEAN ?& MAP CITY OF ENCINITAS ~ ~ SCOPE" OF WORK BY €1'/GIA/€5/c OF WORK f?t'FlATJV&: TO TJ-/1,Sc AS -BU/L,TiiJRAWIJ,/GS IS PVk!S/JANT To 51;,CTJt!>N t,, 73.5. !o(b) OP T/le 13tlS/J,/BS5 A.AID PROFt3SYONSc:c,ve AND IS BAS6D OIV A, V/3{JAL -F/tiLD C,1/€0::: ONlY CARLSBAD FIRE DEPARTMENT REQUIREMENTS: NUMBER OF F.H (s)!f_F.FLOWMG.P.M. OUT OF l_FJ-i S BLOG. SPRINKLED?@)No F.LOW~.P.M. & SOILS ENGI I, DANIEL B ENGINEER OF IN THE FIELD SAMPLING AND SITE WAS MADE L\1:?>{b':> ~¢2 ANO 1'2 ·'2.(p-O" _,4 , 1S_. TWO ·-/FIRE f ARl,HAL HE COPIES OF T RECOMMENDAJIO ENGINJ::ER; SOILS REPORT COMPILED FROM THIS STUDY, WITH MY NS, HAS BEEN SUBMITTED ~E CITY • • . SIGNED: P.E. NO.: 36037 . . fl-{,oy .~ : ,'. u DATE: i .' C LICENSE EXPIRATION DA TE: 6/30/06 .. RTIFICATE y CERTIFY THAT A REGISTERED SOILS ENGINEER OR OWNER'S CE I ( WE l HEREB GEOLOGIST GRADING S BEEN OR WILL BE RETAINED TO ~y AND DVISE ON THE COMPACTION SUPERVISE OVER-ALL AND STABILITY OF THIS SIT , I ,'t.JJ•~ • (f ·1-i,: 1\1 E DATE - LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER ~ J (/)o.&7°NJ tJ../1/0'/- l~TEPHl"N L DEERING RCE"'6514 EXP. 3/31/Qol't., DATE D TE PLANNING DEPARTMENT APPROVAL ~~~~ < l DATE\1..//l.,/o+ YICJIAEL l. BnJ ZYJII.RR, PUNNING DIRECTOR O+'i ,Ir'~~ DATEI z./lt: 1~ GNED) ., RECOIIIIENDED BY: t!,i·r·~ (PRINT IWII!) ////id,_ ~ /1\ AB-Bt/ll 75 DAlE INITIAL 3252 541 REVISION DESCRIPTION JOB NUMBER ENGINEER OF WORK WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. 4. 5. 6. CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD STANDARDS. THIS SET OF PLANS. RESOLUTION NO. 5527, 5528, 5529 DATED DEC. 17, 2003. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION !GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY SOUTHERN CALIFORNIA SOILS AND TESTING, INC. DATED JANUARY 12, 2004 AND SUPPLEMENTRY REPORT ON HILFIKER WALL DATED MARCH 15, 2004 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED DECEMBER 17, 2003. 9. STORM WATER POLLUTION PREVENTATION PLAN ISWPPP) PREPARED BY RICK ENGINEERING, DATED MARCH 6, 2004. WDID• 937C325789 10. CALIFORNIA STORMWATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK ANO THE STATE OF CALIFORNIA1,DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES IBMPl MANUAL. 11. SUMMARY OF POST CONSTUCTION WATER QUALITY IMPACTS AND BEST MANAGEMENT PRACTICES, PREPARED BY RICK ENGINEERING DATED AUGUST 5, 2004 LEGEND DESCRIPTION DWG. NO. PROPOSED SLOPE (2•1 MAX. CUT)------------------------------------------- PROPOSED SLOPE (2• 1 MAX. FI LU------------------------------------------V V EXISTING SLOPE----------------------------------------------------------~ ~ EXISTING CONTOUR--------------------------------------------------------.---350 -- FINISH CONTOUR-----------------------------------------------------------350 - FINISH ELEVATION (FS=FINISH SURFACE, FG=FINISH GRADE, TC=TOP Of CURB)---~ DAYLIGHT LINE------------------------------------------------------------11--1- STORM DRAIN PIPE (EXISTING) (PVT,)·------------------------------------- STORM DRAIN STRUCTURE (EXISTING) (PVT.>--····--------------------------- STORM DRAIN (PRIMARY SYSTEM) (PVT.)------------------------------------- HEADWALL (EXISTING) (PVT.)------------------------D-32 ---------------- TYPE "A-4" CLEANOUT (PVT.)-----------------------D-9 ----------------- TYPE "B" INLET (MODIFIED) IPVT. )------------------D-2 ----------------- BROOKS BOX 18" x 18"-------------------------CB-1818 ------------------ EXISTING 8" PVC WATER MAIN---------------------------------------------- GATE VALVE-------------------------------------------------------------- WATER LATERAL ---------------------------------------------------------- FIRE HYDRANT------------------------------------------------------------ PRIVATE WATER SERVICE--------------------------------------------------- 2" REDUCED PRESSURE BACKFLOW PREVENTER (PVT.)-------C-2.1 ------------- 12" SEWER MAIN--------------------------------------------------------- SEWER MANHOLE ---------------------------------------------------------- SEWER LATERAL ---------------------------------------------------------- PRIVATE SEWER SERVICE--------------------------------------------------- CONCRETE BROW DITCH PER D-75, TYPE "B" (PVT. )------SEE DET. SHT. 3 ----- BLADED SWALE CPRIVATEl---------------------------SEE DET. SHT, 3 ------- LOT LINE---------------------------------------------------------------- R IP-RAP (EX I ST I NG) (PVT. l --- - - ---- - - ---• ------ ----- - - - - - - - - - - - - - - - - - - - -- RIP-RAP (PROPOSED) (PVT. l ----------0 ------------------------------------ LOT NUMBER-------------------------------------------------------------- @] Q [Q] ------ ----lilii!i ~ PARCEL 1 PROJECT BOUNDARY-------------------------------------------------------- HILFIKER WALL (EXISTING)------------------------------------------------ RETAINING WALL IPER SEPERATE PERMIT) IPVT)------------------------------ PEDESTRIAN RAMP----------------------------------G-27 (TYPE A)--------- ---- 6" CURB---------------------------------------------G-2 -------------- PRIVATE DRAIN ------------N.D.S N0.201,250 W/N,D.S NO, 13 GRATE--------- PRIVATE DRAIN -N.D.S N0.900 BASIN. N0.991 GRATE, W/N.D,S NO, 1245 OUTLET- MODIFIED PEDESTRIAN CURB RAMP ----------SEE DET. SHT 2 ----------------- ENHANCED ASPHALT PAVING ----12" CLASS 2 BASE, 4" ASPHALTIC CONCRETE----- ASPHALT STRIPING------------------------------------------------------- CATCH BASIN TYPE G-1 ------------------------------D-8 ---------------- GUARD RAIL (PVT) ------------------------------IA77FAl ---------------- ~ /fK @ii \l_____J/ I; 111111111 I 111111 v1/&/¼0??2' Em - --. ENGINEER OF WORK "AS BUILT" Vr. ~ ;:i ~ M RICK ENGINEERING CO. 11/t/()~ °'· EXP. 5~/LOB .. ~. i~ro I?/~ RCE77t,'. ~ DATE ROGER L. :A.LL R.C.E. C2768 DATE REVIEIJED BY• --7.: ~-.. ,, EXP. 3/31/06 11/1:s-/ot. • INSPECTOR """' DATE I SH1ET I CITY OF CARLSBAD I S1E2S I ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: LOS COCHES VILLAGE APPRO~D . ;t:~ LLOYD B. HUBBS AY A ii;;,"¥" ,,,r-o,,U . ,t l;,/;al.&1 CITY ENGINE'.ER -23889'ilf:XPIRES 12-31-05' 6ATE OWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL JLJZ. CHKD BY: MS-02-08 417-1 D OlHER APPROVAL aTY APPROVAL RVWD BY: ,11.g, LWD SEWER NOTES 1, LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CGREENBOOKl AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT EDITIONS, IN THE EVENT OF CONFLICT THE LCSD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2 & 3 DOCUMENTS ON THE JOBSITE AT ALL TIMES. 5, THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND / OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8, PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS, 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND / OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE, ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS, ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS REQUIRED BY STATE LAW, ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATIONS (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM INVERT OF MANHOLE TO INVERT OF MANHOLE, 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUil T DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT, TRENCH SHALL BE BACKFILLED OR PLANTED AT THE CONCLUSION OF EACH DAY OF WORK 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT. REGULATIONS, 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTEHINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER, 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS, 27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WORE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABLOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONS TRUTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR, 31, SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERAL SHALL-BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. J. 13746 111.~~EN~~ 5620 Friars Rood • San Diego, CA 92110-2596 • (619) 2.91-0707 • FAX (619) 291--4165 • www.rickeng.com R• \D_ 1 3 /~6\Proc: se_cnxlln9\3 ?46pni,;is2, (l,;Jn \ \sr-v_r I b1 \R 1 cl<.5tanaonls\ Ip I otV1 O\Pen\co1comp. pen G7-D£C·2004 11•15 34, MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1l BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL 37.ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED,LOW PRESSURE AIR TESTED,AND TELEVISED AT THE APPLICANT / CONTRACTORS EXPENSES PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS 38, ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. OWNERS OF INDIVIDUAL FOOD ESTABLISHMENTS WILL BE RESPONSIBLE FOR THE INSTALLATION AND SIZING OF THEIR GREASE INTERCEPTORS. INTERCEPTORS SHALL BE SIZED BASED ON APPENDIX H OF THE UNIFORM PLUMBING CODE AND REVIEWED FOR APPROVAL BY LEUCADIA WASTEWATER DISTRICT (LWDJ. OWNERS WILL BE REQUIRED TO SUBMIT INTERIOR PLUMBING DESIGN, INFORMATION ABOUT THE SIZE AND LOCATION OF THE PROPOSED INTERCEPTOR AND SIGN A CONDITIONAL SEWER PERMIT SUPPLEMENT WITH LWD AS PART OF THEIR Tl. SEWER LATERAL TABLE IE FS NO. IE @ MAIN LENGTH @ BUILDING SLOPE @ BUILDING BUILDING (A) 169.83 21. 36' 2.01¼ I B) 131. 77' 172. 90' 2,00¼ 176. 72' PAD 3 iCJ 52. 21 ' j. 174.ZS 7.69% )179.14' PAD 3 ID) 27.70' 1&8,70 r 2.02¼ 173. 60' PAD 4 (E 17. 24 .-1 2.03¼ F 15. 00' //'(_ 2.00¼ G 27. 70' / 1GB. 70 3.10% ) 173. 60' PAD 4 H) 18. 91' -~. VV/, I I J 1 7. 24' 3.J :3¾) I J) 1 5. 00' --2.00¼ ?II~ I KJ 34. 85' (16'i!. 70% 3.01% ') 173.60' PAD 4 1L 165.00 22.24' ... ,~ _37. 29' r'/68. 70% '... 2.01¼ 173. 60' PAD 4 (NJ 158.00 ( 117.0!J'f ~ 2.94%, .r I/\ '- (01 /f/\ V 14. 33' 7/G.&.OO¼ .! 2.02¼ 172. 06' MARKET ,P) !:1s9. 3o '-i 67.97' If'< 2.00¼ ,a 18. 85' 163. 74' (&.40% 171. 52' SHOP A (RJ 9.00' /;\: 15,00% (s) 7. 31 ' ' &3.11% J I ) 11. 53' 163. 93' 2.08¼ 171. 90' SHOP A I ) 7.00' 2.00¼ (V 11 • 53' 164.07' 2.08¼ 171. 90' SHOP A IW 39.02' 2.02¼ IX) 64. 59' 165,63' 2. 01 )( 171.83' MAJOR 2 I Y) 163.10 86.02' 'yf-.05 % Vt\ I Z) 41. 47' ,>t(,7,.JO 1 ) 3. /I,% ) 173. 30' PAD 1 ~ 23.69' YI\ 2.02¼ lf>i:I 41. 46' (67.JO' )-. 2.00¼ 17J..31' PAD 1 r-~ NtJ} 14.33' /6Z. 00' 3, f/3% I 7&.61' MARl<-,T . . A -. . . . , CONCRETE SIDEWALK I MAX SLOPE 2¼ y 1,0' HANDICAP PARKING 4.6' VARIES MIN. 4' x 4' MIN. .....--LEVEL LANDING @ TOP OF RAMP 4.6' EXPANSION JOINT TYP. 12" WIDE GROOVED BORDER SIGN WHERE OCCURS. -- PART OF SITE CONTRACT l lJ? SIDE FLARES, / 10¼ MAX. SLOPE BOTTOM OF RAMP, CONCRETE FLUSH WITH PAVING CONCRETE RAMP, 8,33¼ MAX., 6.67¼ MIN. SLOPE fJ' MODIFIED PEDESTRIAN CURB RAMP \:'._) NOT TO SCALE ATRIUM GRATE N.D.S.OR EOUAL W/ ELEVATION ON PLANS 1, RETAINING WALL---. PER SEPARATE PERMIT BROW DITCH,SEE DETAIL "C" SHEET 3 DETAIL "L"THIS SHEET 6"CURB 3"PVC @ 1.0% MIN .. ' ..... .3" P.V.C. DOWN DRAINS FOOTING PER ARCHITECTS PLANS DRAIN THROUGH WALL DETAIL NOT TO SCALE ~S1fESSta t; i!!--.,,.. ... ,.,, ~ ~ * ~ .......... __ -::;;ii' * . 1!/Jai_ 'DATE ---INITIAL ENGINEER OF WORK /1\ A S-Blltl T REVISION DESCRIPTION BK:KFILL AND TAMP PER SOILS ENGINEERS RECOMMENDATIONS 3"P.V.C. MASONRY RET AIMING WALL CONTINUOUS N0.3 REBAR OVERLAPPED 12" MIN. (}) BEEHIVE GRATE BEHIND RETAINING WALL NOT TO SCALE ENGINEER OF WORK 11 AS BUIL T1' RICK ENGINEERING CO. ~a.§nt 11/1/DI, ~i. 12/8/~ RC~ EXP.~RI/D8 DATE .,-. I,"- ~ ROGER L. I ~LL R.C.E. C2768 DATE REVIEIJED BY, EXP. 3/31 /06 ~F«m 1a-;, ,,,,q., INSPECTOR DATE I SH2ET I CITY OF CARLSBAD UL] ENGINEERING DEPARTMENT 2 PRECISE GRADING PLANS FOR: LOS COCHES VILLAGE APPROVED I" ..,/f LLOYD B. HUBBS 8Y & <«~y ~,i ;,< 1.&/,,;r,-'•f CITY ENGINEER --23889 ?xP1REs 12-31-os'" -;TE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JU~ MS-02-08 417-1 D OTHER APPROVAL CITY APPROVAL RVWD BY: J( 12 EXISTING CURB EXISTING PROPERTY LINE VARIES SECTION A-A NOT TO SCALE EXISTING PROPERTY LINE BROW DITCH ' PLANS DETAILS 3' RETAINING WALL PER SEE CARl-SBAP Bb'/~P/AIG P5/<NIT AIO. CB c>4c:J960 6" CURB AC PAVEMENT EXIST. R/W I l"(jSEE ARCHITECTS 11 PLANS FOR FENCE x PROP. R/W VARIES SECTION E-E NOT TO SCALE PROJECT v--BOUNDARY I 10' rFENCE XVARIES RETAINING WALL PER MIT SE:Ec R~S.BA.D 8b'l~OING P'E:RIWIT NtJ. CBtJ40f!tJO 6" CURB AC PAVEMENT 4"THICK P.C.C.CUTOFF WALL AT END SECTION •3 REBAR ® LINED DITCH CUTOFF WALL NOT TO SCALE LINED CUTOFF WALL I½" DrTCH j>--~:".-,-f-:-,c-;-~ _j ... , .. :~· ... ;:;r~ .... .:: 12" 73"MIN •3 REBAR~TOO"[' ~~-. ...--- MIN 8" ~' ~ --J__I _ L-MOUND GROUT •4 BAR @ 24" O.C. -- •4 BARS FULL LENGTH f--'r--T 8" CONC. BLOCK 18" SPLASH WALL. GROUT CORES SOLID. © SPLASH WALL NOT TO SCALE RIM ELEV PER PLAN 0 B INLET VARIES ---GUARDRAIL (CAL TRANS 1999 STD. A77 FA, DETAIL.DJ w t 3" MIN VARIES DAYLIGHT LINE I SEE ARCHITECT'S PLANS FOR OFFSET DISTANCE X -VARIES HILFIKER WALL;-- PER DWG. NO, 417-1A ~DELIVERY 6" AC CURB DRIVE EXISTING CURB PROJECT~ BOUNDARY l SECTION 8-8 NOT TO SCALE EXISTING PROPERTY LINE BROW DITCH ~ Cl'. <( > PLANS DETAILS RETAINING WALL PER R T P SEE CAR<CSBA 8'lj/(, t>/AIG P5RMIT Ala ceo4o9tJo 3' 6" CURB ~,,-,,./ PLANTING STRIP AC PAVEMENT VARIES VARIES SECTION C-C NOT TO SCALE DAYLIGHT LINE BROW DITCH PER DETAIL C PORTION OF BUILDING WALL WILL ACT AS A RETAINING WALL RMIT SGE CARL-.SBAD ,at/lG,OING PERMIT ,vo ce 04.15.51 PAD 3 FINISH FLOOR ELEVATION / SEE ARCHITECTS PLANS FOR FENCE SEE ARCHITECT'S PLANS FOR OFFSET DISTANCE G-5 TYPE A 1,, .~~J}NJL --.. SECTION F-F NOT TO SCALE PROJECT [BOUNDARY ~ I I I HILFIKER WALL PER DWG. NO. 417-1A 10' 1·-· --~~~JrtfG . ·--·· 42" BROWN VINYL . CHAINLIKNK FENCE, SEE ARCHITECT'S PLANS SD4.0 DETAIL 11 I ~ <:,\; s~ o'<0 -/ 11 '?~__J 2 VARIES 18' SECTION G-G NOT TO SCALE TOP OF SLOPE H.,._...., TYPE B BROW DITCH PER D-75. VARIES 12' 5' (HORIZJ TRANSITION TO E,' WIDTH TOE OF SLOPE 10' HILFIKER WALL PER DWG. NO. 417-1A SECTION D-D NOT TO SCALE ,,---GUARDRAIL (CAL TRANS 1999 STD. A 77 F.4, DETAIL P} AC PAVEMENT 6"AC CURB G-5 TYPE A J. 13746 ■. ~~EN~~ 5620 Friars Road • San Diego, CA 92110-2596 • {619) 291~0707 • FAX (619) 291-4165 • www.nckeng.com R• \O_: 3746\P.-ec I se_GrM I ng\3 746pres1s3. d,an \ \srv _r I c1 \R 101<.Standards\ 1 p I ot 1/1 O\Pen\co I ccmp, pen 07-D[C-2004 11116 @ BROW DITCH/PAD TRANSITION NO SCALE RIP RAP PAO CUTOFF WALL PER DETAIL B THIS SHEET ZERO DEPTH SECTION H-H NOT TO SCALE SECTION 1-1 NOT TO SCALE 6" BOTH ,,,' SIDES,,•' '-_EXISTING _,,' GROUND ,," 0 ' ® CURB INLET TRANSITION DETAIL NOT TO SCALE (2:1 MAX) 1~,-,; ~,.~,"t, -,---cz_ -,1--i I <j ' ,,~ :i,;.:~t: ,, 1 5' . 3" MIN 470-C-2000 OR 3" 2500 P.S,I, AIR PLACED CONCRETE. REINFORCE FLOW LINE CONCRETE WITH 6"X6" 10/10 GAGE PER PLAN WELDED WIRE FABRIC. ~ SYMBOL ON PLANS 10" l6" ---<' NOTE: LONGITUDINAL SLOPE SHALL BE 2¼ MIN FACE OF BUILDING PAD 1 TYPICAL LINED DITCH SECTION © (MODIFIED D-75 TYPE B) FF=173.4 0 ' "1 NOT TO SCALE 5' 5' PAD PAD ,v; 1'UNLESS SHOWN OTHERWISE ® MODIFIED BLADED SWALE NO TO SCALE "D/2"!L * "D" ff I 4"PVC H PIPE .___U "2D" 470-C-2000 OR * = JOIN LINED DITCH; EXTEND fll.~cc=--2500 PSI AIR PLACED WIRE MESH 6" MIN. INTO SECTION J-J NOT TO SCALE i~fESSta ,..;;: !£!. ~ 2'-CONCRETE DITCH WITH 6"x6" 10/10 GAGE WELDED WIRE MESH ---I)=:> SYMBOL ON PLANS -'-!--I· -----1., d 11011 r-s "' ,.,., ~ ~ * '""::':-=.':'c * ff\ SWALE TO BROW DITCH TRANSITION DETAIL ~ NOT TO SCALE ENGINEER OF WORK RICK ENGINEERING CO. 11 AS BUIL T11 ' '. ~:' ,l • ' • . . . . . . . ' ' , , ' ' . ' ' : .. , ' SPLASH WALL PER DETAIL G THIS SHEET SIZE "D" PER PLAN I D I 4' + "D" I , l I , 1 I • ~ SPLASH WALL BROW DITCH CONFLUENCE ~~~ 0s~lf~ G NOT TO SCALE I~ RCE EXP . .J /21./J)f_ ' ' DATE REVIE'v/ED BY, -:Z::.. .?:.:, z set, INSPECTOR 1--+----+----------t---t----r--r----i I SH3EET I CITY OF CARLSBAD ~2 ENGINEERING DEPARTMENT L.l.£_j l---+--4--------------i---i--,--r---, ;::P=R=Ec=1s=E:..:::GR=AD~IN=G==PLAN==:::::s==FO=R:=====:::.:::====; LOS COCHES ~LLAGE 1---1---1--------------i-----r-,--r--, APPROVED ~ LLOYD 8. HUBBS 4r & e, ... ~ J,,IV"'1!!'Ser"t< ,.y~v,..,, 1----1--+---------------t--,--r-----r--, CITY ENGINEER PETusTxl01tiiEs 12-31-05 6ATE OWN BY: --o--a:---PROJECT NO. DRAWING NO. 2~~8 ~~; ~ MS-02-~;08 417-1 D DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL 011105 I ; / I I ' ! ! I / f i I I i ! ! j ! ! J i • I l I I • I i / ! j I ! I I I ! / / ! I i . I I I j f I f j ' I ; I . I // SEE J. 13746 --~~EN~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619} 291-4165 • www.rlckeng.com R• \0_ 13740\Prec I se_G,-,od fng\3746pr·e,;is4. dl)n \ \5,-,v _:-1r:,1 \R lcKStondords\ Ip 10-rv1 O\Pen\co1comp. pen cr-oE.c-2004 11,16 SHEETS 5 & LIMIT OF RETAINED P PROVIDED BY BUILDING 1. Tc \11 ·.so· 8 TC 173.62 -2/ 17 4 ,,. FS 172.O011::;<li TC 172.10 172 31 TC 172.30 O"CURB 20 10 0 20 40 60 --- - GRAPHIC SCALE 1''= 20' TC 173.71\ PARCEL LINE TC 175.61 .. :::::s_, S 173.90 I I 19' .61 \ TC 173.51 \ \ \ \ Lc112.s1 \FS 172.26 TC 172.30 TC 172.80 6" CURB TC 174.26 \~ 24' 1 , c 173.6l TC 173.07 NOTE: SEE SHEETS 7,8,9 FOR STORM DRAIN, PRIVATE SEWER AND WATER CONNECTIONS NOTE: SEE DWG NO. 417-1 FOR PUBLIC SEWER PLANS AND DETAILS NOTE: SEE DWG NO. 417-1C FOR PUBLIC WATER PLANS AND DETAILS NOTE:HARDSCAPE AND ENHANCED ASPHALT PAVING COLOR, FINISH, PER ARCHITECT PLANS. 1 7 12 -174 0 \ \ i\WESSt OF C~\.\ \ TC \ ~ ~ s;: * 174.24 19' TC 17 .63 TC 174.61 TC 173. 7 TC 174.79 TC 173.68 19' TC 173.18 T 19' . . TC 17:5.23 r. SEE ENGINEER OF WORK RICK ENGINEERING CO. R.C.E. C2768 EXP. 3/31/06 PAD 4 FF=173, 7 ELEV=172, 78 173.7 T · ··· · .... :re ... 11.1.11. "--'-\_,,, ~ TC 171.63 ,....,;J TC 171.16 ~ C 171.00 / TC 172< ?ir 17? nq SHEETS 6 & 9 DATE REVIEWED BY• :z;;;.~ ..... INSPECTOR BUILT" 1;/l/p1,, DATE l---l------l-----------+---+---t---t--1 I SH4EET I CITY OF CARLSBAD ~2 ENGINEERING DEPARTMENT Lfl_j :=='...::::::::==========::::::..:::===; AS-Bi.JILT DATE INl11AL DATE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: LOS COCHES ~LLAGE APPROVED LLOYD 8. HUBBS AP' Ar < c ~-:'z"A l,i12f1•'Y CITY ENGINEER p 38~1RES 12-31-05 ATE DWN BY: -~-PROJECT NO. DRAWING NO. CHKD BY:..>l.1£_ MS-02-08 417-1 D RVWD BY: ...lLf?._ ! 011105 /; . ' ' j I I ! I / / ' ' / / / / J. 13746 --~c:EN~~~~ 562.0 Friars Road • San Diego, CA 92:110-2596 • (619) 291·0707 • FAX (619) 2.91-4165 • www.rickeng.com R, \0_1 3746\Prec I se_Grodlng\3746i;,rags5. dgn \ \srv_r I b\ \R !ck.Stornnros\ IP I otV1 O\Pen\co I comp. pen 07"DEC"2004 11,17 TC 171.5 2.4% - 170. 5 ~ FS 1 O. I \ 20 10 0 I I \ \ . . . FS 170,85 ""~,, ·.loc;.c-\ 20 --- PAD 2 FF=171.0 PAD ELEV=170.08 PARCEL 3 40 60 GRAPHIC SCALE 1"= 20' I FS 172.08 FS 172.16 FS 173.00 LANDING FS 169.70 TC i7.1.08 FS 170.78 TC 170.98 TC 171.32 FS 170.43 RIP RAP PAD .. AND HEADWALL · PEflc DW().NQ; 417-1A \ NOTE, SEE SHEETS 7,8,9 FOR STORM DRAIN, PRIVATE SEWER AND WATER CONNECTIONS NOTE: SEE DWG NO. 417-1 FOR PUBLIC SEWER PLANS AND DETAILS NOTE: SEE DWG NO. 417-1C FOR PUBLIC WATER PLANS AND DETAILS NOTE:HARDSCAPE AND ENHANCED ASPHALT PAVING COLOR, FINISH, PER ARCHITECT PLANS. TC 172,8 6" CURB MARKET FS 169.80 \,B'/. :.:---- 169.33 .._,., . .... ~· LANDING 171,35 FS 169.22 r TG 1 TC 172.00 T 0 FF=173.0 PAD ELEV=172.08 PARCEL 2 LANDING 173,0 '\ LOADING ,. DOCK \\ \\ HILFIKER WALL PER DWO NO~ 417-1A FS 169,60 FS 169.50 SEE DETAIL SHEET. 3 /"'~ y '/'~' ·,/•·S ··• ....... f 169.50 FS 169.10 TG 169.00 FS 169,29 LANDING 171.25 FS 169.33 ,,_-;i, FS 169,52 V/ FS 169.60 /; FS 169.50 MAJOR 2 LANDING 173.00 FS 169.17 FS 170.96 JC 1 -----~ 1d~ XR FLOOD INUDATION ~~IJSF~f LOMR IN PROCESS '( l.O ENGINEER OF WORK RICK ENGINEERING CO. 11 AS BUILT" ~ ~rp, 11/,/ct, ROGER L R.C.E. C2768 EXP. 3/31 /06 DATE RCu,LLE.LJL. EXP.Jfet/08 DATE INSPECTOR l----t--t-------------+--+--+---1---1 ~I S=H5E=ET~I =C=I=T=Y=O=F==C=A=R=L=S=B=A=D=-'=I =~~I = ENGINEERING DEPARTMENT t---+,---+----------------\------1--+---+-----I PRECISE GRADING PLANS FOR: AS-BU/LT DA lE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DA lE INITIAL CITY APPROVAL LOS COCHES ~LLAGE APPROVED r'a>/f LLOYD 8. HUBBS AY Ae;:a~ ~~r 'f ~l..,'f"'" CITY ENGINEERP 23889 ~RES 12-31-OATE OWN BY: --- CHKD BY: .J t.R RVWD BY: JU=? PROJECT NO. DRAWING NO. MS-02-08 417-1D 011105 ;:s 176,24 TC } TC 175,83 TC 17 175.36 C 1 5.22 \~ ,-: PARCEL 4 TC 174.78 -----\. \re 176,43 \ I I I I TC 174.17 PAD 4 FF=173. 7 ELEV=172. 78 \ TC 17 • 7 \ 20' LIND S( (R (A$0AD-rl C 174,30 TC 173.68 T \·T;1;4.33··· \ C : 172.80 CURB MARKET 4.45 FF=173.O PAD ELEV=172.O8 PARCEL 2 171. FS 169, 3 FS 169.22 '%,_\ TG 168.70/'\' mn••\\\••••• < "~_,},<,,'/''' "o'' FS 169,60 J. 13746 --~~:EN~G~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291--0707 • FAX (619) 291-4165 • www.rlckeng.com R• \0_ 1 3 746\Preo I se_Grodl n9\3746pre9s6. d<,n \ \srv_r lb1 \R lcl\Stonctords\ ! plotY1 O\Pen\c<J I comp, pen 07-DEC-2004 11•1S FS 169 FS 169.60 FS 169.50 4' TC TC 172.80 "" 1 • '"' ,_ g 1---1--1---i 4,0'/. -'• '· C)'• "\ "' ,, ,. ... _ -.. ·c;··--\ \ _....,L_..J-"' ___ ;--=1\:j-~~4-1~TC 17 ;69. I TC171.71 l -----. 6" RB SHOPS\ A n--oi MAJOR LAN ING 173.00 2 PF=172'.O . \ TC 171.84 PAD TC 171. 76 TC 171.66 TC 171.42 \ 6" CURB TC 171.85 EL\=171.O8 FS 170,43 TC 171, 16 C 171.00 I -1cT c"-'-'"'-'¥"" \ TC 1711 TC 172 \ TC 171 26 \\-"-LL~--( FS 169.10 FS 169.17 FS 170.96 TC 171. \ TG 169.00 69.2 20 10 0 -· ' . . 169,54 /4 ,,/ '--. ,/ / 20 40 60 ---- GRAPHIC SCALE 1''= 20' NOTE: SEE SHEETS 7,8,9 FOR STORM DRAIN, PRIVATE SEWER AND WATER CONNECTIONS NOTE: SEE DWG NO, 417-1 FOR PUBLIC SEWER PLANS AND DETAILS NOTE: SEE DWG NO. 417-1C FOR PUBLIC WATER PLANS AND DETAILS NOTE:HARDSCAPE AND ENHANCED ASPHALT PAVING COLOR, FINISH, PER ARCHITECT PLANS. / / / '_\.l,c.!+,,&"-,p( FS 171,9 / /1/ /··/ /// _,.,,,.,-- _,.,,,.,-- _,.,,,.,-- SEE DETAIL r -SHEET 3 'v ,;»" . /' ; •· p'' ,if"" , ,<:FL \6 0 11 0 .,,.-· •' P~OJECT BOUNDARY ,, .. -•·· ... •·· . ' '~ \61,90 ; ,Y • FL \6B,20 ENGINEER OF WORK RICK ENGINEERING CO. /) SEWER MAIN AND MANHOLE ABANDONED PER DWG. NO. 417-1 "AS BUILT" / 1,}l/tt1 ~'l-~ll,, . ~lmtJ.:i.. ~ lz/t'/N4-RrF8 EXP, .1 /zt/fll DATE / • • .• ,• ,• REVIEWED BY• . ,• liL ' ROGER L. B R.C.E. C2768 DATE . --)'td: ~ I #"b.f'/._"' EXP. 3/31/06 , INSPECTOR DATE I SH6ET I CITY OF CARLSBAD WJ ENGINEERING DEPARTMENT 2 PRECISE GRADING PLANS FOR: LOS COCHES VILLAGE APPROVED ~ LLOYD B. HUBBS ,(Jr ~ re,.s.y~%@'"' t~~v CITY ENGINEER PE'-3889 EX ES 12-31-05 --TE 1111"'/jj_ .,~ 11\ AS·Bt/lLT DWN BY: PROJECT NO. DRAWING NO. DA TE INITIAL DATE INITIAL DATE INlllAL CHKD BY: JlR MS-O2-O8 417-1 D REVISION DESCRIPTION CITY APPROVAL RVWD BY: J! 8 ENGINEER OF WORK OTHER APPROVAL 011105 / ! / ' t J ' ' t ' i I j / i j / __ NOT~: Cf-G:ANOUTS TO Be /fo/5TALLED AT -AL,/.. se-W4'"P-t-ATE/:2.AL ANGl.e PtJIN rs ?e,12 LEt.lCAPIA WA5TlffWA7TR.. P/STf2JCT STANOARD PG"TA It_.. , 13746 20 10 0 20 40 60 --~~EN~~~ -- 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 www.rickeng.com R• \iL 13 746\Prec I s.:u:.rM ln9\3746praos7, dgn \ \srv _r I bl \R lcKStancklr(IS\: p :ot\110\Pen\ca iCornp, pan 07~PEC-2004 11•18 - - GRAPHIC SCALE 1''= 20' t ... •· - '" ,., STORM; DRAIN DATA :: _,,,/' tjQ, • 0£LTA Of{'BRG. · R/!,[J/US · LENGTH 1 N31' 46' 5tt'W·· '" _ .... ,,,,. ,,,.;:,. ! ",,,.,.,,,,. 74.56' ·-.-. 4l' ,. N64' 48' 30"E 33. 60' , .. 3 l.1-21'41'14" 200.00' 75. 70' 4 NS' 51 '20"W 1 04. 89' 5 /:,= 19' 13' 23" 200.00' 67. 10' 6 /:,=21'13'46" 200.00' 74.10' 7 N81' 08' 48"E 40. 22' 8 l= 15' 28' 28" 200.00' 54.02' 9 N81'08'48"E 31.10' 10 /:,= 15' 28' 28" 200.00' 54.02' •AASHTO M 304 SPECIFICATION REMARKS NO. 18" PVC• @ 19.17¾ 11 30" PVC• @ 1.00¾ 12 18" PVC• @ 6,95¼ 13 18" PVC• @ 6.95¾ 14 30" PVC• @ 1.00¾ 24" PVC• @ 1.00¾ 16 24" PVC• @ 1.00¾ 17 24" PVC• @ 1.00¾ 10 24" PVC• @ 1.00¾ 19 2 24" PVC• @ 1.00¾ 21 2 STORM DRAIN DAT A (CONT'D) DELTA OR BRG. R/!,[J/US N13' 03' 58"W N61'40'44"E I.I= 17' 11 ' 19" N37" 37' 59"W N6' 20' 08"W N48°48' OG"J'I/ N 7!'28'55"W /J.=17°01'?2" fl= 20°4:J' 20" IJ07° O'S?"W /l-26°20'40" 200,00' 50.00' .50, 00' LENGTH 4. 55' 63.57' 60. 00' 19. 77' 20. 13' t. /8' 7,88' [4 ,$7' 113,17' 29,35' zz 99' REMARKS SCH 40 PVC 4" SCH 40 PVC 4" SCH 40 PVC 3" SCH 40 PVC " 2" SCH 40 PVC 3" SCH 40 PVC 3" 5(,1-1 4o PVC 3"5Cf-l 40 PVC 3" 5GH 40 PVc. .3"5CK 40 PVC. 3"-SC.H40 PVC t, -.,, . ~>, SEE SHEETS 6 & 9 .-·-' ENGINEER OF WORK "AS BUILT" ,,, ~i\\fESSto~ l RICK ENGINEERING CO. I .~~ ~~0\ l,e~'4' / 11/J/11, t;; ~ y ~ EXP.~ -~ rie/kDt ..,, m I \,;) RC DATE ~ No.C27678 ~ * ~-3/31/06 * r .. ~ CIVIL ~ ROGER L. LL RC.E. C2768 DATE REVIEWED BY• ~ OF C~\.\~~~ EXP. 3/31/06 -~~-~ h/2s/o~ • ,J INSPECTOR -DATE I S7ET I CITY OF CARLSBAD UL] ENGINEERING DEPARTMENT 2 PRECISE GRADING PLANS FOR: LOS COCHES VILLAGE STORM DRAIN/WATER/SEWER l~VED """ LLOYD B. HUBBS ,?~· •,.g ~"--ii all 11/ilii_ CITY ENGINEER., PE 2388 XPIRESi 12-31 0€ "DATE ~ A\ AS-BU/LT OWN BY: DA1E INlllAL DA1E INlllAL DA1E INlllAL PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: JLR MS-02-08 417-1 D ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: JLB I ; ! / I J. 13746 --~~EN~~ 5620 Friars Road • San Diego, CA 9211(J.2596 • {619) 291-0707 • FAX (619) 291-4165 www.rickeng.com R• \D_ t 3746\Prec I se_Grad1n<;:r,3746preoe8, dQn \ \srv_r I bl \R lckSt□ndords\ Ip I0t\/10\Pen\Ca I comp, pen 07·DEC·2004 11'19 20 10 0 20 40 60 --- - GRAPHIC SCALE 1''= 20' 18 NB" 51 '20"W 19 NB" 51 '20"W 20 N74"38'04"W 21 N74"38'04"W 22 N81" 08' 40"E 23 N81 • 08' 40"E 24 N42" 50' 57" E 25 l>=15" 17'51" 200.00' 26 N81"08'57"E 27 N8"51'20"W 28 NB" 51 '20"W •AASHTO M304 SPECIFICATION 118. 38' 51. 83' 30. 00' 42. 53' 52.38' 112.62' 85. 81' 53.40' 75. 72' 18. 06' 1 6. 69' SEE SHEETS 4&7 30" PVC• @ 1.001/. 36" PVC• @ 1.001/. 36" PVC• @ 1.001/. 24" PVC• @ 16.601/. 24" PVC• @ 1.001/. 18" PVC• @ 1.00¼ 18" PVC• @ 1.001/. ------- MARKET 2" BACKFLOW PREVENTER • • NOTli.' CleA/./OUT.S ro 85 //i)5iAU6D A1 AU SG'W/15/2 t,A1B2At.-A>J6lli pc,/NTS P€f2 Z.oUCADIA WA6TIIWAiHR PI.SiRl&r t:J7,AJ.IJ>ARD )71!7All 5•8 PARCEL 2 " ENGINEER OF WORK RICK ENGINEERING CO. MAJOR 2 TYPE G-1 CATCfi IM=169.00 / ·. FL=163.00· • "AS BUILT" 11/1/pl, DATE REV!Ev/ED BY• -?:.· ~ INSPECTOR m o6 U) V) 1-w w ::r: V) w w V) 18" PVC• @ 1.001/. 18" PVC• @ 1.001/. 1811 PVC• @ 11.07¼ t--+--+-----------i-------i--,------t----il l.... S=H8E==ET::'..'I =C=I=T=Y=O=F====C==A=R=L=S=B=A=D='--'=I =:?:=:I r-ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR @ 10.5¼ DA TE INITIAL DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OiHER APPROVAL CITY APPROVAL LOS COCHES ~LLAGE STORM DRAIN SEWER WATER APPROVED ~ LLOYD 8. HUBBS IJY 4 <x~~:n;A' .,~l~~• CITY ENGINEER PE 889EXES 12-31-05TE DWN BY: CHKD BY: .JLR RVWD BY: JLR PROJECT NO. DRAWING NO. MS-02-08 417-1D 011105 00 0 ..., ~ N CX) f-,. w, W\ I V) µ·, • ,,,0w,d" ••>" MARKET J. 13746 111.~C:EN~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291·0707 • FAX (619) 291-4165 www.ricxeng.com R• \D_ 1 3746\Precl w_Gro<I 1n9\~746pn>Qs9. ClQn \ \srv_r I t>1 \R lckStandarde\l p IOtV1 O\Pen\co,comp, pen 07-0EC-2004 11 • 26 MAJOR 20 10 0 20 40 6"SEWER LATERAL IE 165.63 60 ---- - GRAPHIC SCALE 1''= 20' 6"SEWER LATERAL IE 16~.93 GREAS ' IE 164 i V \ L---· r"_,,,_,,,, .• , . \ STORM DRAIN OAT A A OR BRG. " 37 N13"38'11"E 26.32' 3" SCH 40 PVC 38 N35"42'30"E 20.45' 3" SCH 40 PVC 39 N71"32'30"E 20.00' 3" SCH 40 PVC 40 N67" 14' 47"W 25.00' 3" SCH 40 PVC 41 N62" 44' 1 S"W 74.39' 3" SCH 40 PVC 42 N69" 49' 04"W 116. 64' 24'' PVC•@ 1.00X •AASHTO M304 SPECIFICATION Nore-: CIA;ANO/Jn5 r,:, 8/!l /NS1,At,l,/1f::> .ATA/.,l,SG'IVe'R. PEii!. 1.61/CAD /A WA.6t'H" WA7"8'2. lA1/!RAt.. ANl$t,I[ Pt:>'Alr.5 /.>JS TJ<!IC,1 6TANDI\RD Olf7"/>l l S S -8. . ~ ta Ii\ INITlAL ENGINEER OF WORK . -- AS·St/lGT REVISION DESCRIPTION / 011105 ENGINEER OF WORK 11 AS BUILT" RICK ENGINEERING CO. ·~-~ ,ocrn ~ 'il ~,,,~/-:! 11/,/14, RCEnjJj_ EXP.3l11 DATE REVIE'v/ED BY• EXP. 3/31 /06 ~ ~ • 11 ... ~ .. , INSPECTOR DTE I SHgET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 12 PRECISE GRADING PLANS FOR: LOS COCHES ~LLAGE STORM DRAIN /SEWER/WATER APPROVED p-,t. LLOYD 8. HUBBS 4YAr ~a ,,,..;f;t ,;:4. .,~z~-., CITY ENGINEER PE fi(sag EX s 12 31 05TE DATE INlllAL DATE DWN BY: PROJECT NO. DRAWING NO. INlllAL CHKD BY: .JtR MS-02-08 417-1 D 01HER APPROVAL CITY APPROVAL RVWD BY: s.H.a \ I I I / I I / / I f i I I /' I ' I i j I f J, 13746 ill™ ~~:0EN~~G ~~MP~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291¥0707 • FAX (619) 291-4165 www.ricbmg.oom R• \C,_ 1 3746\Prec 1 se_Grod ln<;i\3746pre,;is1 o, d<;in \ \srv _r lb1 \R !ckStanaoros\ lp 1otv1 O\Pen\co1comp, pen 07-0EC-2004 11•20 I I i ! ! I i I i I I / ! f ! I I f ' I ; ! / i / f i / i f ' i I ! ! ; ! ! ! i i i I r / ' i ! I J ! f i f I i ! I / I /;L/ \ i -(,'i -, I I ! I I j / I / I I ' i I I ! -- / / / / I / / I i I I / / ! f I / I ! I I j / / / / / / / / / / / / 40 I ; i f i l I l / / ! / / / 20 i Jl / IJ / \ f ~*' f sf/ -- 0 40 80 120 --- - GRAPHIC SCALE 1''= 40' -- ,.._' '" "'' .0 l i\ i \,._ TflVGK T"PAFPIG l4"Cl.A5S e. 1/1,VSt, ", ~ . NOT?rll OF 0" A <JP/.IAt,ru:. t:;()/llGIEi/'T,-. :,MARl<t:fr · -'::}> ,_ ·--'-·, ,.... J PARKING AREA ;.1:...:_ ASS 2 BASE "'ASPHAL TIC CONCRETE .,-4 ., .. I /,\-/:. , I ,_ - LIGHT TRAFFICS 9" ,J-L A<:<: 2 BASE 4"JASPHAL TIC CONCRETE I >-1 • • • F ~LASS 2 BASE I 1!~1\;iA~ G' SPHAL TIC CONCRETE :!!rJ ENGINEER O,t~ ~~ < I!!, ... ,.., ~ No.C27618 * Exp.3/31/0 ",,}_ * ~ ft~ ~ CIVIL ~ OF C~\.\ In,(# 7I6_ /1\ A5-Bl.lN.,r INITIAL i: ',·; ' ' _,, ,', . ' ,· I ·! i ,. ·-~------ '-, ~ 5 ENGINEER OF WORK REVISION DESCRIPTION 011105 ENGINEER OF WORK 11 AS BUIL T'1 RICK ENGINEERING CO. oc~;l~ 1;i,/ol NHL()(, /' • \/,qo._S, t;/e/'lf.C4. DATE ROGER L. JALL R.C.E. C2768 DATE REV!EvlED BY• EXP. 3/31/06 ~A:. ·~ N/'~'1"(t-' INSPECTOR DAE ~ CITY OF CARLSBAD SHEETS 12 0 ENGINEERING DEPARTMENT PAVEMENT INDEX AREAS LOS COCHES VILLAGE PRECISE GRADING APPROVED ~a.If LLOYD B. HUBBS dY /4 ~~~~. i~ t~..e'i CITY ENGINEER ~ 889~ES 12-31-0;-=-ATE DWN BY: I PROJECT NO. I DRAWING NO. OAlE INlllAL DAlE INlllAL CHKD BY: ,JU2. 417-1 D OlHER APPROVAL CITY APPROVAL RVWD BY: -.I~ MS-02-08 R/W ( 1 A \: l FLOW ! GRAVEL FILLED BURLAP BAGS BAG HIGH) .JW <( .J > al n:< Wi- t-z Ct: -w 0.. 5' TYP l \GRAVEL FILLED BURLAP BAGS ( 1 BAG HI CH I R/W VELOCITY CHECK DAMS IN STREETS NO SCALE TABLE A A R/W CURB LINE 1 0' WE IR ( 1 BAG GRAVEL FILLED BURLAP BAGS ( I G~II E q_ GRAVEL FILLED BURLAP ,---1---BAGS R/W CURB LINE (2 BAGS HIGH C :---<- C GRAVEL FILLED BURLAP BAGS SECTION A-A NO SCALE £; : 2 BAGS \\'<FA'\'<.77 HI CH SECTION C-C NO SCALE SECTION E-E NO SCALE GRAVEL FILLED BURLAf' BAGS. 13 BAGS HIGH! D VELOCITY CHECK DAM SPACING □ R W 1 BAG HIGH 5' C s! lL 1~--2 BAGS-.__ HIGH STREET GRADE LESS THAN 2% OR EQUAL TO 2, 1% TO 5,0% 5. 1% TO 10.0% 5' R/W 1 BAG HIGH C C C 2 BAGS --_ __ HIGH -- ~ I I ~I GRAVEL BAGS AROUND INLETS@ SUMP A NO SCALE CURB R/W LINE~! < X w W_J UCO z <( <( f- f-V>Ct'. -w ao.. CURB ~j LI NE R/W 1 BAG HIGH D 1 BAG HIGH TYP. TYP. A I "----2 BAG6 ____ ~ HIGH GRAVEL BAGS AROUND INLETS ON GRADE BOTH SIDES OF STREET NO SCALE INTERVAL 200' 11 0' 11 0' J. 13746 --~~EN~~~ 5620 Friars Road • San Diego, CA 92110-Z596 • (619) 291-0707 • FAX {619) 291·4165 • www.rickeng.com R• \D_ 1 ~746\Prec I s,;,_GraG!ng'\3746pn,s1.s11, <'.lgn \ \srv .T lb1 \R lcKStondards\ Ip I otV10\l'en\col comp. pen 07-DEC-2004 1\120 X 7, 5' 5' GRAVEL FILLED BURLAP BAGS 3 HIGH UNLESS OTHERWISE NOTED GRAVEL BAGS AROUND AREA DRAINS NO SCALE GRAVEL BERM ALTERNATE TO GRAVEL BAGS NOTE, TOP ELEVATIONS OF GRAVEL BAGS OR GRAVEL SHALL BE EQUAL TO ADJACENT TOP OF CURB ELEVATION 20' R MIN E SECTION 0-0 NO SCALE CORRUGATED STEEL PANELS E ~RfT10' MIN OR AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC, WHICHEVER IS .,,,_._CREA TER I. 24' MIN ,I Fj I 50' MIN CR FOUR TIMES THE CIRCUMFERENC OF THE LARGEST CONSTUCTION VEHICLE TIRE, WHICHEVER IS GREATER STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CALIFORNIA STORMWATER BMP DWG TC-1 NO SCALE CRUSHED AGGREGATE GREATER THEN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION E-E NO SCALE ORIGINAL GRADE FILTER FABRIC CRUSHED AGGREGATE GREATER THEN 3" BUT SMALLER THAN 6" 1 Z" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION F-F NO SCALE ORIGINAL ,B:l!i.--GRADE FILTER FABRIC EROSION CONTROL LEGEND CONSTRUCTION SITE PERIMETER ---- EROSION CONTROL BLANKET BONDED FIBER MATRIX <BFMl/IRRIGATEO HYOROSEE □ WITH BINDER, <METHOD/PRODUCT TO BE DETERMINED BY OWNER/CONTRACTOR> FIBER ROLL SILT FENCE --- GRAVEL BAG/FIBER ROLL -0-0-0-0- SILT FENCE/GRAVEL BAG/FIBER ROLL a a a a GRAVEL BAGS •=-=•:•:• • • • :c,:. STABILIZED CONSTRUCTION ENTRANCE/EXIT~ ORANGE CONSTRUCTION FENCE . ' z sr-::;; SLOP[ VAR I ES --·. ·- 2"x2" WOOD STAKES MAX, 4' SPACING TYPICAL SECTION FOR FIBER ROLL VERTICAL SPACING VARIES BETWEEN 8' AND 20' NO SCALE INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE NOTE• INSTALL FIBER ROLL ALONG A LEVEL CONTOUR TYPICAL FIBER ROLL INSTALLATION NO SCALE SILT FABRIC STAKE 2' TO 5' TOE OF SLOPE 6" X6" TRENCH WI TH TAMPED BACKFILL TYPICAL SECTION FOR SILT FENCE NO SCALE EROSION CONTROL NOTES TEMPORARY EROSION CONTROL PRIOR TO COMPLETION OF FINAL IMPROVEMENTS SHALL BE PERFORMED BY THE CONTRACTOR AS INDICATED BELOW, 1, FOR INLETS LOCATED AT SUMPS ADJACENT TO TOP OF SLOPES, THE CONTRACTOR SHALL ENSURE THAT WATER DRAINING TO THE SUMP IS DIRECTED INTO THE INLET AND THAT A MINIMUM OF 1.00' FREEBOARD EXISTS AND IS MAINTAINED ABOVE THE TOP OF THE INLET. IF FREEBOARD IS NOT PROVIDED BY GRADING SHOWN ON THESE PLANS, THE CONTRACTOR SHALL PROVIDE IT VIA TEMPORARY MEASURES, IE. GRAVEL BAGS OR DIKES. 2. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF SILT AND MUD ON ADJACENT STREETS DUE TO CONSTRUCTION ACTIVITY. 3. THE CONTRACTOR SHALL CHECK AND MAINTAIN LINED AND UNLINED DITCHES AFTER EACH RAINFALL. 4. THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL, OR WHEN SILT REACHES AN ELEVATION OF 0,5' BELOW WEIR OPENING FOR GRAVEL BAG BASINS. 5. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 6. EROSION CONTROL DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY RESIDENT ENGINEER. 7. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 8. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY RESIDENT ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE, 9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 10. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON, 11, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY, 12, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%, 13. IN CASE EMERGENCY WORK IS REQUIRED, CONT ACT GARY JONES (760-801-7262). 14, THE CONTRACTOR SHALL HIRE A "QUALIFIED PERSON," WHO HAS BEEN PROPERLY TRAINED TO CONDUCT INSPECTIONS AND PREPARE REPORTS OF THE CONSTRUCTION SITE WITH RESPECT TO THE CITY'S MUNICIPAL CODE/ORDINANCES AND THE SWPPP. THE QUALIFIED PERSON SHALL ATTEND THE PRE-CONSTRUCTION MEETING. THE QUALIFIED PERSON SHALL HAVE KNOWLEDGE AND TRAINING OF THE INTENT AND ENFORCEMENT OF SWPPPs AND BMPs. 15, THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SWPPP AT THE CONSTRUCTION SITE AND MAKE IT AVAILABLE TO THE CITY OF SAN DIEGO AND REGIONAL WATER QUALITY CONTROL BOARD'S (RWQCB) REPRESENTATIVES UPON REQUEST. 16, THE QUALIFIED PERSON SHALL CONDUCT REGULAR INSPECTIONS OF THE PROJECT SITE IN ACCORDANCE WITH RECOMMENDATIONS OUTLINED IN THE SWPPP, EACH INSPECTION SHALL BE DOCUMENTED IN THE FORM OF WRITTEN REPORTS RETAINED ON-SITE. ALL REPORTS SHALL BE MADE AVAILABLE TO THE CITY OF SAN DIEGO AND RWQCB REPRESNT A TIVES UPON REQUEST. 17. THE CONTRACTOR SHALL HAVE EMERGENCY MATERIALS AND EQUIPMENT ON HAND FOR UNFORSEEN SITUATIONS, SUCH AS DAMAGE TO UNDERGROUND WATER AND SEWER UTILITIES WHEREBY FLOWS MAY GENERATE EROSION AND SEDIMENT POLLUTION, CONCRETE WASHOUT NOTE: A CONCRETE WASHOUT SHALL BE INSTALLED FOR ALL PROJECTS THAT PROPOSE ANY AMOUNT OF CONCRETE TO BE MIXED ON SITE OR DELIVERED FROM A BATCH PLANT. THE CONCRETE WASHOUT SHALL BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE INFRASTRUCTURE OR NATURAL DRAINAGE FEATURES OR WATER BODIES AND INCORPORATE AN IMPERMEABLE LINER (6 MIL MIN) TO CONTAIN THE REQUIRED VOLUME. ALL DRIED CONCRETE WASTE SHALL BE BROKEN INTO MANAGEABLE PIECES AND DISPOSED OF IN A PROPER MANNER. THE CONTRACTOR OR QUALIFIED PERSON SHALL LOCATE CONCRETE WASHOUTS IN THIS PRESCRIBED MANNER AS CONSTRUCTION PROGRESSES. ENGINEER OF WORK 11 AS BUILT" RICK ENGINEERING CO. ~ n/11«, "'"~ -t~""?l~ Rcr:-l'1IJ1S EXP, $.Bl DATE . • REVIEWED BY• EXP. 3/31/06 ~7;; 6 113 1,/,~ INSPECTOR •DTE uTJ CITY OF CARLSBAD SHEETS I ENGINEERING DEPARTMENT 12 EROSION CONTROL DETAILS FOR: LOS COCHES ~LLAGE PRECISE GRADING APPROVED /l',/1//f LLOYD 8. HUBBS AY Ali dell!~~ ~ii!!:{,,( ,1.,--'••-'•~ 11,,wc• CITY ENGINEER ~E'---889 EXl-'1i1r 12-31-05 ' DATE /1\ AS· 6Vtl..T OWN BY: PROJECT NO. DRAWING NO. OIHE INlllAL DATE INlllAL DATE INlllAL CHKD BY: .JLR MS-02-08 417-1 D ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J! I!- 011105 i ··· .. --.:_' ·. .:~. \:· ,\ \ J J. 13746 RlCKENGINEERINGCOMPANY San Diego San Diego, CA Riverside Orange Phoenix 5620 Friars Road • 92110-2596 R• \O_ 1 3746\Prec I $<l_Gr<i<ll n,;:i\3746pre,;:i$12, <'.l<,n \ \srv_r ! DJ \RlckStOndQrds\ Ip l◊tV10\Pen\colcrn,p, pen Ol·DEC-2004 11•21 (619) 291-0707 • FAX (619} 291·4165 Tucson www.rickeng.oom -- 40 20 0 40 80 120 ---- GRAPHIC SCALE 40' ) ! ' .• .. . · . . / / .· -.. .• / <1 ,:) ,/ .. I / ,;,/ .,. /Ill~ e,;,_ /1\ AS· 8U!t.,T DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION I I / I I . •'-..,, :,; :,;::\' "\. / EXISTING 100 YR FLOOD !NUNDA TION ,-, LIMITSiPER FIRM MAPS / I / . 1.~ i _;, .-,oo YR (NUNDA TfON ,,-t,.OMR IN PRO,CESS ENGINEER OF WORK RICK ENGINEERING CO. LIMITS PER WITH FEMA / -i ·:., 11 AS BUIL T 11 11hle1, • '~~~ ""'"~~~"" 1'2/BLa» DATE REVIEWED BY• DATE -A"' ,,,/,.r/-' EXP. 3/31/06 /'....: •1 I ilhl, INSPECTOR ~ DAiE Lill CITY OF CARLSBAD ~ 2 ENGINEERING DEPARTMENT 2 EROSION CONTROL PLANS FOR: LOS COCHES VILLAGE PRECISE GRADING APPROVED """""" LLOYD 8. HUBBS u At.~ 'V ~--fl!!. ,I~ '¥'!k.,, CITY ENGINEER PEc__,. 89 EXP~ 12-31-05--ATE OWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY: Jt..R MS-02-08 417-1 D RVWD BY: ,J~R OTHER APPROVAL CITY APPROVAL