Loading...
HomeMy WebLinkAboutDWG 406-8A; SDP 02-06; OCEAN RIDGE AT CARLSBAD RANCH; 01-06GRADING 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. TH~ INSURANCE COMPANY WRITING THE POLICY MUST HAYE A RATIN~ OF "A9 AND A SIZE CATEGORY OF CLASS Y AS ESTABLISHED BY "BESTS KEY RATING 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. B. 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-BUILT 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: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) 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 'MLL 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 'MTH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WOR~-THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK 760)602-2740 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. ALL INSPECTION REQUESTS O]HER THAN FOR PRE-CONSTRUCTION MEETING WILL BE rt$%J4~ij-si~11~TuJWfc]%~N~f~CTfsr2to~~u~E1 NR5{c1-9Jt%N P~T8ME?J ~i1 iTM, 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, STA TE AND FEDERAL SAFETY AND HEAL TH 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 APPROVIED 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 TID.E 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 WIELL 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, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO TIHE PERIOD BETWIEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING 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 SUE HAUL ROUTES SHALL BE SUBMIT]ED 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 CLANS. 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 SURFACE AND 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 'MTHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING CLANS. 21!. 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. 406-8L, 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 SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 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 'MTH 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. VICINITY MAP CITY Of OCEANSIDE HtGHW.t.Y ?/j CITY or VISTA ~,R Section 4216/4217 of the Government Code requires !hot o Dig Alert ldentificotion Number be issued before o "Permit to E><cavote" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert 101..1. l"N!E 1 107 1112 4Dl!I CITY or -::.-----.4SAN MARCOS WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE 'MTH THE FOLLOWING DOCUMENTS CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 5300 DA TED: MARCH 5, 2003 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. 7. SOILS REPORT AND RECOMMENDATIONS BY CONSTRUCTI.ON TESTING & ENGINEERING, INC., DA TED MARCH 14, 2002. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. COASTAL DEVELOPMENT PERMIT, CDP 02-21, RESOLUTION NO. 5301, DATED: MARCH 5, 2003 9. THE CARLSBAD MUNICIPAL WATER DISTRIcrs STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. 10. STORMWATER MANAGEMENT PLAN PREPARED BY LANG ENGINEERING COMPANY, DATED: JUNE 5, 2003 UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E (760)438-6200 SBC (760)489-3441 ADELPHIA (760)438-5241 PROJECT SITE 11. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY LANG ENGINEERING COMPANY, DATED: JUNE 4, 2003 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)602-2720 *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) 760 438-2722 *SAN DIEGUITO WATER DISTRICT 760 753-1145 *LEUCADIA COUNTY WATER DISTRICT 760 753-0155 *VALLECITOS WATER DISTRICT 760 744-0460 *OLIVENHAIN WATER DISTRICT 760 753-6466 *BUENA SANITATION DISTRICT 760 565-5657 • AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: 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 l11.06.170(B)! 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 [11.06.190(B)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). (2) 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-BUILT 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. PLAN CHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL REPORT CARLSBAD RANCH LOT 12", PREPARED BY CONSTRUCTION TESTING & ENGINEERING, INC. DATED MARCH 14, 2002, JOB NO. 10-5410, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. SOILS ENGINEER'S CERTIFICATE I, A..v /'14.T# ' A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE_ BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF F.;--5 I~ , 20 <> Z. AND ,,,,,;f~ t'f , 20 ~-a._ TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH .,MY ' RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE btri( ENGINEER. SIGNED: C .;;;;? P.E. NO.: 4€/0/:5 {Rcf!Y) DA TE: __ 7~-~/~r'_-_o~;3~--------- LICENSE EXPIRATION DATE: 1 -r..-31-o'{ OWNER'S CERTIFICATE I (WIE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL ~I~~;,;: :~;D'.~~ON THE C?MPACTION AND STABILITY OF ~-.· .. AME OWNER / DEVELOP SHEET INDEX PALOMAR CANNON PARTNERSHIP /LOWE ENTERPRISES 2020 MAIN STREET, SUITE 1150 SHEET 1: SHEET 2: TITLE SHEET 20 SCALE PRECISE GRADING PLAN 20 SCALE PRECISE GRADING PLAN DETAILS & SITE SECTIONS EROSION CONTROL PLAN PAVEMENT SECTION PLAN IRVINE, CALIFORNIA 92614 SHEET 3: CONTACT: MIKE McNERNEY (949)724-1515 (949)724-1444 FAX SHEET 4: SHEET 5: SHEET 6: "DECLARATION OF RESPONSIBLE CHARGE" 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 ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LANG ENGINEERING COMPANY ADDRESS: 7040 A VENIDA ENCINAS, #104-336 CITY, STATE: CARLSBAD, CA 92009 TELEPHONE: (760) 804-1862 BY: RICHARD G. LANG, P.E. R.C.E. NO.: 39016 REGISTRATION EXPIRATION DATE: MARCH 31, 2005 DATE: t77-14--0.3 I PACIFIC OCEAN \ I I I I I \ CITY OF" ENCINITAS Lot 12, Map 13408 City Qf Carlsbad Tract 94-09 Carlsbad Ranch. Units 2 & 3 APN 211-100-04 3. 79 Acre/II' EARTHWORK QUANTITIES CUT: FILL: EXPORT: 16,099 C.Y. 572 C.Y. 15,527 C.Y. SWPPP NOTE THE EXISTING DESILTING BASIN WILL REMAIN OPERATIONAL THROUGHOUT THE CONSTRUCTION SCHEDULE UP TO INSTALLATION OF CURB & GUTTER. FEMA FLOOD ZONE INFORMATION SUBJECT PROPERTY LIES WITHIN ZONE X AS INDICATED ON PANEL 06073C0764F DATED JUNE 19, 1997 LEGAL DESCRIPTION LOT 12 OF CARLSBAD RANCH 94-09, CARLSBAD RANCH UNITS 2 AND 3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 13408, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 1, 1997. PROJECT LOCATION THIS PRbJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER: 211-100-04 THE CALIFORNIA COORDINATE INDEX (NAO 83) OF THIS PROJECT IS: N 1980, E 6247 SITE GRADING GUIDELINES ALL GRADING ACTIVITIES SHALL BE LIMITED TO THE "DRY SEASON" APRIL 1st-OCTOBER 1st OF EACH YEAR. GRADING ACTIVITIES MAY BE EXTENDED TO NOVEMBER 15 OR BEYOND WITH WRITTEN APPROVAL BY THE CITY ENGINEER AND ONLY IF ALL EROSION CONTROL MEASURES ARE IN PLACE BY OCTOBER 1st. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY TED IN MARCH & APRIL 2002 BY STEVEN L. WOODS, SURVEYOR COLLEC REGIST ERED LAND SURVEYOR, REGISTRATION NO. 6427, EXPIRATION 12/31/2006 LEGEND DESCRIPTION DWG. NO. PROJECT BOUNDARY ____________________ _ EXISTING CONTOUR--------------------~ EXISTING SPOT ELEVATION-------------------- PROPOSED CONTOUR _____________________ _ PROPOSED SPOT ELEVATION------------------- AUTO PARKING/DRIVIE LANES __________________ _ LIGHT TRUCK DRIVES ____________________ _ PORTLAND CEMENT CONCRE,._ _________________ _ PRIVATE 6" CURB __________ G-1 __________ _ PRIVATE 6" TYPE "G" CURB AND GUTTER G ALLEY APRON G-20 (R~10'), ______ _ PRIVATE CONCRETE SIDEWALK G-7, G-9 ________ _ 3" WIDE CONCRETE SWA~------------------- PRIVATE e· PVC STORM DRAIN ______ _,_, so _________ _ PRIVATE 12" HOPE STORM ORAIN _____ .u-6Q _________ _ PRIVATE 15" HDPE STORM DRAIN -6Q _________ _ PRIVATE 18" HOPE STORM DRAIN D-60---------- PRIVATE CATCH BASIN (SIZE PER PLAN)-----EB------- PRIVATE TYPE "A" CURB INLET------D-1----------- PRIVATE TYPE "F" CURB INLET D-7----------- PRIVATE TYPE "A" CLEANOUT D-9 ---------- PRIVATE 12" TRENCH DRAIN (ACO DRAIN BY ACO POLYMER PRODUCTS, INC.) __ DIRECTION OF SURFACE FLOW _________________ _ PRIVATE 6" PVC SEWER LINE __________________ _ PRIVATE SEWER CLEANOUT------------------~ • 8" PUBLIC WATER MAl,~-------------------- 8" PRIVATE FIRE SERVICE ___________________ _ 2" COPPER WATER SERVICE __________________ _ EXIST. CURB AND GUTTER/EDGE OF PAVIEMENT------------ EXIST. WATER LINE _____________________ _ EXIST. RECLAIMED WATER LINE------------------ EXIST. SEWER LINE _____________________ _ EXIST. STORM DRAl,~--------------------- EXIST. JOINT UTILITY TRENCH (ELECT., GAS, PHONE, CABLE) _______ _ EXISTING STREET LIGHT ____________________ _ RETAINING WALL ______________________ _ RIDGE LIN ________________________ _ 1 1/2" IRRIGATION METIER & BACKFLOW PREVIENTIER ---------- PLANNING DEPARTMENT APPROVAL SYMBOL "----._410----------, I ~nl--- ----325--- 325,11 -... -. ··•.• ·. -~. . ... .. --- ----- I I I I I I I I I I I I I I I Ii -----:s---- --<l---:s---- -------FW--- --W'----<□ " ------W-- --------RW-- -----S·--- ====SD=.=== ----JT---- QUANTITY 55,124 S.F. 21,1514 S.F. 2,296 S.F. 2,470 L.F. 1,143 L.F. 450 S.F. 1,039 S.f. 30 L.F. 52 Lf. 5115 L.f. 35 LF. 141 L.f. 2 EACH 2 EACH 3 EACH 2 EACH 51 L.F. 606 L.F. 7 EACH 634 L.F. 51 L.f. 50 L.F. <>--···t) ~~ ~~~,-~-~~--,Ill- -___ RID~E . ___ _ ---RW--c::::J JULY 14, 2003 "AS BUILT" BENC CITY 0 IN THE FEET N H MARK F CARLSBAD SURVEY CONTROL POINT NO. 52, BEING A 2.5" DISK , -LANG-\Mu4.oa~'e%M• ~Qa~ ~-~~ DAT!: 3 ft-i /£>+ os/114/ob ED) IIICIIAELLHOLZIIILIJR,PL!NlllllGDIRECTOR SIDEWALK LOCATED 150 FEET WEST OF ARMADA DRIVE AND 500 engineering co. ORTH OF FLEET STREET, STAMPED "CLSB-052". TION: 160.85' ELEVA RECOR DATUM: M.S.L., NGVD '29 D FROM CITY OF CARLSBAD SURVEY CONTROL R.O.S. 17271 ENGINEER OF WORK iff·•~e.A ~<trl~ 01-14--"3 DATE RIHARD G. LANG, RCE U REGISTRATION NO. 39016, EXP. 03-31-05 CARLSBAD MUNICIPAL WATER DISTRICT ~f /21 ,;~f./c, t./ DATE Ql5ffil6f Etrnllil"ER R.C.E. 28176 r:!onsult!nliil ~nliillnaars · Cand 15ienners 7040 AVENIDA ENCINAS, f104-JJ6 PH~760~604-1862 CARLSBAD, CALIFORNIA 92009 FAX 760 604-1663 tc' 2003 LANG ENGINEERING COMPANY 0/6/l'-f"'-_E6l 11\ A6-P.',U11.,"f DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION RcE-3-o/,2,'t. EXP.IJ1µ:/Zt2.2. DATE ~~~~41 DATI: !>pz/o4-,R:·0:a (SIG ) .r /41 /4 ( RECOIIIIINDED BY: fur.bar"" ~enncdy {PRINT N ) INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: OCEAN RIDGE AT CARLSBAD RANCH LOT 12. P.M. 13408 TITLE SHEET APPROVED LLOYD B. HUBBS &r -41,, r:;;; .::: ... g ~ ,-~ -;,/~f/,e,'-/ CITY ENGIN -RCE7e89 EXP. 12/31 /05 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ OlliER APPROVAL CITY APPROVAL RVWD BY: SDP 02-08 408-BA ·0~0104 C :e .... C) 0~ ~o en I 00 )> I .~ \ 16' \ ETBACK !1 i --l\ I I '-" \_~ Lotl 8, Carlsba{/ T ap 3357 ,,-,f o. 94-09 /"ii RLINE PE 8 I _J / I -/ I 1,, ~{ I .._ / I \ I I D 18x1 I / 1 GRATE ELEV.=162,65 . INV. 8" PVC OUT=158.35 .. ..a ---1 1 LI / \ \\ \ (// ( \ \\ \ ) '1 ,\ , _l-/ \ I EXISTING 20•-_li,.,,...-Y--I WATERLINE EASEMENT ~ \ \ / \ \ \ I \ \ I I "-\ I \\ \ ",\ r '-I \ \',/ EXISTING 8 ,,_1_\_...---~ PUBLIC WATERLINE I \ I \ \ \\ EXIST. ASPHALT \ ~ ,._, DRIVEWAY <) '' \ \ SMOOTH TRANSITION TO EXISTING PAVEMENT WITH 2' MIN. GRIND \ / ___ _,, / \ .;," \ \ L '7---......._ tXIST. 36' DRIVEWAY 31+00 EXIST PUBLIC STORM DRAIN GENERAL NOTES -- 1. FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS OTHER\'t1SE NOTED 2. SEE LANDSCAPE PLANS FOR DETAIL OF FUI TWORK AND PLANTER AREAS 3. ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION 4. CONCRETE DRAINAGE STRUCTURES PLACED AT LESS THAN ONE PERCENT MUST HA VE GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER THAN 20' INTERVALS. 5. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT CONSTRUCTION NOTES [jJ 6" CONCRETE TYPE "G" CURB AND GUTTER PER RSD G-2 ~ I]] ~ I]) i I ti] i [§I [21 6" CONCRETE CURB PER RSD G-1 CONCRETE SWALE PER DETAIL EB B" PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE 8" PVC WATERLINE INSTALLATION PLANS PER 406-8 CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT CONCRETE SIDEWALK PER RSD G-7 P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTPRINT) P.O.C. FOR BUILDING DOMESTIC WATER SERVICE -(5' OUTSIDE BUILDING FOOTPRINT) P.0.C. FOR BUILDING FIRE SERVICE -(5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY P.1. V., S.C. V. & F.D.C. ASSEMBLIES. LOCATION SHOWN FOR REFERENCE ONLY PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY, DESIGN, INSTALLATION & SPECIFICATIONS BY OTHERS (NOT USED) ROOF DRAIN POINT OF CONNECTION -(5' OUTSIDE BUILDING FOOTPRINT) (NOT USED) 2D' PUBLIC WATERLINE EASEMENT TO CITY OF CARLSBAD 1" WATERLINE TO MECHANICAL YARD PROTECT EXISTING LANDSCAPING AND IRRIGATION SYSTEM FROM DAMAGE DURING CONSTRUCTION I p NO. LENGTH 1 25.24' 1.00% 2 100.00· 1.00% 3 100.00' 1.00% 4 85,32' 1.00% 5 128.67' 1.00% 6 83.00' 63.42' 5,58% PRIVATE 20' --(SEE SHEET 3 OF 6>-- \ -""'"'-"<-, /i TYPE A C.1.----{1 TOP = 155.55 GUTTER = 154.72 INV. 2" PVC IN = 152.00\ INV. 8" PVC IN=151.75 (TRENCH) INV. 12" HDPE OUT = 151.45 SEE DETAIL THIS SHEET/ FOR GARAGE ACCESS RAMP 0 20' Scale: 1 • = 20' 40' EWER TABLE BEARING COMMENTS 07"51'44"W 6" PVC SOR -35 65"02'48"W 6" PVC SDR -35 N54"51'38"W 6" PVC SDR -35 6" PVC SDR -35 N4716'17"E 6" PVC SDR -35 N12-06'10"E 6" PVC SOR -35 N12-06'10"E 6" PVC SDR -35 SEWER NOTES 1. CLEANOUTS TO BE PROVIDED AT EVERY ANGLE POINT, LATERAL CONNECTION AND POINT OF CONNECTION, (P.0.C.) PER UPC REQUIREMENTS. -LANG- engineering co. Consulting Engineers • Lend Planners 7040 AVENIDA ENCINAS, #104-J36 PH(760)80'4--1862 CARLSBAD, CALIFORNIA 92:009 FAX(760)804-1863 '-® 2003 LANG ENGINEERING COMPANY .J ENGINEER OF WORK 0;. .. e7./f[ ~.,,_ t'J-11--tl~ Rl{HARD G. LANG, RCE O DATE REGISTRATION NO. 39016, EXP. 0.3-31-05 ~~\ I ;, \ " I '° ' "' '\,..-,/0",f--/~-EXIST 15' WATER EASEMENT /, TO CMWO PER F/N 1994-0272435// 2 3 ,.. $, 2.5'R la lg \C I~ I "' XIST. RECLAIMED WA T.ER MET.ER, ) EXIST. 12' SDGE EASEMENT PER DOC. 97-02237170 "· -~/ I I I I I \ \ \ i, I \ \ '\ " '-.. PRIVATE STORM DRAIN TABLE DELTA SI.OPE LENGlH 0100 (CFS) V100 (FPS) COMMENTS 2.00% 16.0' 9.96 9.01 Iii" RCP TYPE A4 CLEANOUT (SEE DATA ON PLAN) S43'22'29"E 1.05,i: 29.93' 9.96 6.91 18" HOPE '-._ \ ·------ /\ EXIST. 6" SAN/lARY SEWER LA T.ERAL C 0. -/NI/ELEV-/4'5± / (TO BE FIELD VERIFIED) / EXIST. 8" SANITARY SEWER ' --- '-._ GARAGE ACCESS RAMP DETAIL SCALE: 1" = 10' '-.. '\. I '\ I \ \ \ \ \ \ \ \ \ \ I \ I \ / \; I I 4 TYPE F INLET (SEE DATA ON PLAN) BOUNDARY LlNE TABLE BOUNDARY CURVE TABLE 5 S25"54'04"E 1.05ll: 110.69' 8.74 6.78 18" HDPE LINE BEARING DISTANCE CURVE RADIUS DELTA ARC LENGTH 6 TYPE A4 CLEANOUT (SEE DATA ON PLAN) Ll N6T3D'48"E 279.50' Cl 330.00' 27"54'57" 160.78' 7 S22-05'39"W 2.00ll: 35.03' 7.35 8.28 15" HDPE L2 N22"29'12"W 173.08' C2 280.00' 32'14'22" 157.55' 8 TYPE F INLET (SEE DATA ON PLAN) L3 N09"45'10"E 174.89' C3 25.00' 98'00'00" 42.76' 9 458.50'R 39"28'29" 1.54ll: 315.89' 3.64 6.29 12" HOPE L4 N72i4'50"W 51.53' C4 624.00' 02'49'37" 30.79' 10 TYPE A CURB INLET 1'11TH FOSSIL FILTER (SEE DATA ON PLAN) L5 N2T41 '36"E 3.00' C5 55.00' 1814'12" 17.51' 11 S1415'45"W 6.00ll: 40.09' 0.32 5.55 8" PVC L6 N6218'24"W 7.00' C6 621.00' 04"53'13" 52.97' 12 DB 18 x 18 INLET (SEE DATA ON PLAN) 17 N27'41'35"E 3.04' C7 621.00' 00·51'15• 9.26' 13 S49-05'20"E 1.05ll: 102.62' 1.50 4.42 12" HDPE L8 N22'29'12"W 4.90' C6 55.00' 1814'12" 17.51' 14 TYPE A CURB INLET 1'11lH FOSSIL FILTER (SEE DATA ON PLAN) C9 624.00' 37'23'08" 407.16' 1s ss5·22•25•w 3.oo:ii: 97.66' 3.18 7.92 12" HOPE JULY 14, 200.3 16 TYPE F INLET (SEE DATA ON PLAN) 17 N10"43'49"E I I 1.05ll: I 11.96' I I I a· Pvc 18 30 L.F. -12" WIDE TRENCH DRAIN WITH FOSSIL FILTER 0 DB 12 x 12 INLET (SEE DATA ON PLAN) (2) 10.5 L.F. -12• l',IDE TRENCH DRAIN 'MTH FOSSIL FILTER 3 34 L.F.-2" PVC STORM DRAIN FORCE MAIN (DESIGN BY MECHANICAL ENGINEER) NOTE: ALL PVC PIPE SHALL CONFORM TO SDR-35 1'11TH BEDDING PER REGIONAL STD. DWG. 0-60 AND STORM DRAIN GENERAL NOTES UNLESS OTHERWISE NOTED. ,r,/2,,,/4,c INSPECTOR DATE l---+---+-----------1----t--+-----+---t I SH2EET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT ~=c.':::::========:::'....::===: DA TE INITIAL DA TE INITIAL OA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: OCEAN RIDGE AT CARLSBAD RANCH LOT 12. P.M. 13408 MASTER ENGINEERING PLAN APPROVED LLOYD B. HUBBS IYY- & < :-~ ve-,-~ ~l.z,,;f,;,1/ CITY ENGINE RCEZ 9EXP. 12/31 /05 ATE OWN BY: -,,,,..,;r- CHKD BY= rwE RVWD BY: :3"IL. PROJECT NO. SDP 02-06 DRAWING NO. 406-8A 040204 I I I~~- I I I I / I I r-•- 1 ~-----/ -..._ MECHANICAL PLANT SLAB ELEV.=166.00 / \ I I \ I ---------- r ... I ""'·---~2»J"? I I ; \ I r:-----J I .. . . ·-. ~ .... 16' SETBA_C_K--+->i-----1-1......f-ll ,.. '-. I ~ I -~\----- ... ..a --.,, I [zj "o-II" b ✓d' -¢ ti> N 1 .69TC 16 24' ;,, ,ri N <O "' ~ 20' 164.26TC i I TRA\H ENCLO URE I ll,...,s-,.-46-TQ...~~~!i -=:JF":.!Jf""';__~~J.JjJ ~CSEEj,ARCHITE T'S PLAN) ll ;I ---:-+-----',._,,,_-~d-1 I \. I l ll-{227 \ ---, I 1 ,,____ '--\~I I I \I I II--- I I BOUNDARY CURVE TABLE BOUNDARY LINE TABLE CURVE RADIUS DELTA ARC LENGTH LINE BEARING DISTANCE C1 330.00' 27"54'57" 160. 78' L1 N67"30'48"E 279.50' C2 280.00' 32"14'22" 157.55' L2 N22'29'12"W 173.08' cs 25.00' ga·ao'oo" 42.76' L3 N09"45'10"E 174.89' C4 624.00' 02·49'37" 30.79' IA N72'14"50"W 51.53' C5 55.00' 18i4'12" 17.51' L5 N27"41"36"E 3.00" C6 621.00' 04'53'13" 52.97' L6 N62"18'24"W 7.00' C7 621.00' 00"51'15" 9.26' L7 N27"41'35"E 3.04' ce 55.00' 18i4'12" 17.51' LB N22"29'12"W 4.90' co 624.00' 37"23'08" 407.16' CONSTRUCTION NOTES [i] a· CONCRETE TYPE "G" CURB AND GUTTER PER RSD G-2 ~ ~ i ~ a• CONCRETE CURB PER RSD G-1 CONCRETE SWALE PER DETAIL ffi s· PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE a· PVC WATERLINE INSTALLATION PLANS PER 406-8 CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT CONCRETE SIDEWALK PER RSO G-7 P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING F0011PR1NT) P.0.C, FOR BUILDING DOMESTIC WATER SERVICE -(5' OUTSIDE BUILDING FOOlF'RINT) i I I I 'P ✓d' ti> 24" I P.O.C. FOR BUILDING FIRE SERVICE -(5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY ti] u ~ H1I P.I.V., S.C.V. &: F.D.C. ASSEMBLIES, LOCATION SHOWN FOR REFERENCE ONLY . PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY, DESIGN, INSTALLATION &: SPECIFICATIONS BY OTHERS (NOT USED) ROOF DRAIN POINT Of CONNECTION -(5' OUTSIDE BUILDING FOOlF'RINT) (NOT USED) 20' PUBLIC WATERLINE EASEMENT FOR CITY Of CARLSBAD 1• WATERLINE TO MECHANICAL YARD PROTECT EXISTING LANDSCAPING AND IRRIGATION SYSTEM FROM DAMAGE DURING CONSTRUCTION \ \ t 2' CURB BREAK 2 ✓d' .. I I I I \ I 16 TC 20· 2 5'R , ap arlsb d anch, 211- .1. 79 Acre 24' 22.71' MIN. VARIES 161.9 PUBLIC WATERLINE PER DWG. 406-8 '!!'~1 r. :~~'l"'~ 15. C ~f' ENOAR ~/ \ 1 4 TYPE A C.I.; TOP=155.55 ~= GUTTER=154. 72 5 .4() INV. 2" PVC IN=152.00 (PUMP) INV. 8" PVC IN=151.75 (TRENCH) INV. 12" HOPE OUT=151.45 ·~ ... g; I E FINL OP=159.00 V. 12" HOPE IN= • V. 1:,· HIJP!c. OU I=1b 58.5 TC \ TYPE A4 CLEANOUT RIM=158.84, t' INV. 12" HDPE IN=150.37 INV. 15" HOPE IN=149.88 INV. 18" HDPE DUT=149.55 ~ \' \~ ... 1"' "' 01 "' \r- \ I~ (SEE SHEET 2 OF 6)- PRIVATE STORM DRAIN TABLE NO. BRG./RAO. DELTA SLOPE LENGTH 0,oo (CFS V,oo (FPS) COt.lMENTS A 2.00% 16.0' 9.96 9.01 18" RCP 2 TYPE A4 CLEANOUT (SEE DATA ON PLAN) 3 S43"22'29"E 1.05ll 29.93' 9.96 6.91 18" HOPE 4 TYPE F INLET (SEE DATA ON PLAN) 5 S25"54'04"E 1.05ll 110.69' 8.74 6.78 18" HOPE 6 TYPE A4 CLEANOUT (SEE DA TA ON PLAN) 7 S22"05'39"W 2.00% 35.03' 7.35 8.28 15" HOPE 8 TYPE F INLET (SEE DATA ON PLAN) ll ' . ' 9 458.SO'R 39"28'29" 1.54ll 315.89' 3.64 6.29 12" HDPE 10 TYPE A CURB INLET 1'11TH FOSSIL FILTER (SEE DATA ON PLAN) 11 S1415'45"W 6.00% 40.09' 0.32 5.55 8" PVC 1 ' DB 18 x 18 INLET (SEE DATA ON PLAN) 13 S49"05'20"E 1.05ll 102.62' 1.50 4.42 12" HDPE 14 TYPE A CURB INLET 1'11TH FOSSIL F1LTER (SEE DATA ON PLAN) 15 S56"22'25"W 3.00% 97.66' 3.18 7.92 12" HOPE 16 TYPE F INLET (SEE DATA ON PLAN) 17 N10"43'49"E 1.05ll 11.96' 8" PVC 1B 30 L.F. -12" 1'11DE TRENCH DRAIN 'MTH FOSSIL FILTER 0 DB 12 x 12 INLET {SEE DATA ON PLAN) :, (2) 10.5 L.F. -12" 'MOE TRENCH DRAIN 1'11TH FOSSIL FILTER 3 34 L.F.-2" PVC STORM DRAIN FORCE MAIN (DESIGN BY MECHANICAL ENGINEER) NOTE: ALL PVC PIPE SHALL CONFORM TO SDR-35 WITH BEDDING PER REGIONAL sm. DWG. D-60 AND STORM DRAIN GENERAL NOTES UNLESS OTHERWISE NOTED. GENERAL NOTES PRIVATE SEWER TABLE NO. LENGTH SLOPE BEARING COMMENTS 1 25.24' 1.50% N07"51'44"W 6" PVC SDR-35 ,,2 100.00' 1.50ll N65"02' 48"W 6" PVC SDR-35 3 100.00' 1.50% N54"51' 38"W 6" PVC SDR-35 4 85.32' 1.50% N42"09'27"W 6" PVC SDR-35 ,,5 128.67' 1.50% N4716'17"E 6" PVC SDR-35 6 83.00' 5.58% N12"06'10"E 6" PVC SDR-35 7 83.42' 5.58% N12"06'10"E 6" PVC SDR-35 PRIVATE SEWER NOTES 1. CLEANOUTS TO BE PROVIDED AT EVERY ANGLE POINT, LATERAL CONNECTION AND POINT OF CONNECTION, ( P.O.C.) PER UPC REQUIREMENTS. r -LANG-~1sofESs1g:;; <l OG "< ~ ·~.s it~ 'f.g.ii, • • 0 No. 39016 ffl eng1neer1ng co. ~ Exp. 03-31-05 f;J Consulting Engineers -Lend Plennars ,.. A ,.. "' .,. 7040 AVENIDA ENCINAS, #'104-336 PH~760l804-1862 );,~ CfV\\-./~.., CARLSBAD, CAUF0RNIA 92009 FAX 760 804-1863 or CAL\~ (c\ 2003 LANG ENGINEERING COUP ANY ENGINEER OF WORK 1. FlNISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS OTHERWISE NOTED 2, SEE LANDSCAPE PLANS FOR DETAIL OF FLA TWORK AND PLANTER AREAS ~ .... e_A ;?J~-3. ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION 4. CONCRETE DRAINAGE STRUCTURES PLACED AT LESS THAN ONE PERCENT MUST HAVE GRADE STAKES SET BY lliE ENGINEER OF WORK AT NO GREATER THAN 20' INTERVALS. 5. ALL CONCRETE REMOVALS SHALL BE TO lliE NEAREST WEAKENED PLANE JOINT P7-l4'-tl3 RfCHARD G. LANG, RCE DATE REGISTRATION NO. 39016, EXP. 03-31-05 05//IJDfo IZEi 1.- DATE INITIAL ENGINEER Of WORK 20' 0 20' Scale: 1 • = 20' /1\ A~-e.u 1 '-,.- REVISION DESCRIPTION Lot 15, Map 13408 City of Carl8bad Tract 94-09 Carl8bad Ranch, Unit8 2 & 3 WATER 4D' DATE EXIST. i5' ~TER EASEMENT Ji TO CMWD PER F /N 1994-0272435 ~ ~~" "' "' ' TYPE A4 CLEANOUT TOP=157.00 / INV. 18" HOPE IN=146.90 INV, 18" RCP OUT=146,70 / "' 4 'TYPE F INLET "' / TOP=156.85 "°' ~ INV. 18" HDPE IN=148. 39 / INV, 18'.'_~~~ OUT=147,21 ,o ·✓ ~~ ---E:'_5; FIRE H7 ~ / <v ~ ,.'Y EXISnNG DESIL nNG BASIN, RISER,, / ~ ~ STRUCTURE & OUTLET PIPE / ~y /)(TO BE RE~OVED) _ ~ \_ ~, . // / ,____ / ,~,. EXIST. 6" SANITARY / .(l'. SEWER LATERAL C.O. ~\,~ INV.ELEV=144. 7± / ~T (TO BE FIELD VERIFIED) /\ JULY 14, 2003 "AS BUILT" ~ ... ¢,A:~ 05 /tr, !Pit. • RCE .:Jt1tll&, EXP. /JJ ~2,z DATE R~ s-/31/,c DATE INSPECTO I SH~ET I CITY OF CARLSBAD I sH:Ts I ENGINEERING DEPARTMENT GRADING PLANS FOR: OCEAN RIDGE AT CARLSBAD RANCH LOT 12. P.M. 13408 MASTER ENGINEERING PLAN APPROVED LLOYD 8. HUBBS If' r 4,:.:; --~""'ke--"jg•--~ t1.2~1/ CITY ENGINE-RC[ 2 89 EXP. 12/31 /05 ATE DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: SDP 02-06 406-BA C =e C) .s:. 0 a, I 0) )> ASPH. PAVEMENT AND AGGR. BASE PER SOILS ENGINEER 5" TYPE "G" CURB GUTTER PER RSD G-2 ASPH. PAVEMENT AND AGGR. BASE PER SOILS ENGINEER 2' MIN. 2" 18" MIN. GRASS SWALE LANDSCAPE BERM (HEIGHT VARIES, 3' MAX) • ■ DCEAN RIDGE EXIST. GROUND G) TYPICAL SECTION ALONG FLEET STREET ·z >< ":l ...J l,.J Q. cJ ffi ..,: Q_ 2' MIN. f-z i5 Q. ~ z :i: NO SCALE VARIES LANDSCAPE BERM---~ (HEIGHT VARIES, 4' MAX) • • I FLEET STREET , • RIGHT-OF-WAY • • PROTECT EXIST. LANDSCAPING & IRRIGATION SYSTEM FROM DAMAGE DURING CONSTRUCTION L--_..,----- __ ...J OCEAN RIDGE ARMADA DRIVE ~I ::; EXIST. GROUND RIGHT-OF-WAY PROTIECT EXIST. LANDSCAPING &: IRRIGATION SYSTIEM FROM DAMAGE DURING CONSTRUCTION ,__...., ---- __ ...J PARKING (5' MIN) AREA 2.0% LOT 12, MAP 13408 CARISBAJ) TRACT 94-09 (18.5' MIN) GRADE EARTHEN SWALE TO NEW YARD INLET ~~ ~I/J._---z, •'y"f;-, ~ I I /: 1:5 g, 0.. I LOT 8, MAP 13367 CARISBAJ) TRACT 94-09 PROTECT EXIST. LANDSCAPING &: IRRIGATION SYSTEM FROM DAMAGE DURING CONSTRUCTION EXIST. GROUND 6" CURB _ PER G-1 __ ~-~ TYPICAL SITE SECTION AT NORTH PROPERTY LINE NO SCALE X+0.13' 2% 18" X=T.C. ELEV. n PER PLAN DRAIN PLANTER AREAS OVER CURB (TYPICAL) < 2% 6" MODIFIED TYPE "G" CURB & GUTTER PER G-2 EXPANSION JOINT SECTION A-A NO SCALE re ~". PtRf:ltv ,c ~ ?\."" 1,; Pl,4,N ?'<iY CJ,.,.~(' ~ ISLAND 'MDTH (W) &°"~ VARIES-SEE PLAN ½,,,._ <l' °"a'¾ \.; '('~ FACE OF ~ 1: ('-:l 6" CURB 0~01, A )(-fQ/ ..,,c " TYPE "G" i-"I)~ Ti FLOW) • FACE OF CURB <Xl - (I) TYPICAL SECTION ALONG ARMADA DRIVE l(•TC Et.EV, A pt.AN NO SCALE ED CURB BREAK IN ISLAND (PVT.) 3/8" LIP (TYP.) 3' 1e·11s· TRENCH DRAIN ) TOP OF ASPHALT PAVEMENT NOTES: 1. SEE RSD G-13 FOR OTHER CONSTRUCTION DETAILS. 2. PR0"1DE WEAKENED PLANE JOINTS & EXPANSION JOINTS PER RSD G-9. 3. PLACE WWF ON CHAIRS TO ASSURE MID-SLAB PLACEMENT. 8" PVC OUTLET PIIPE CONCRETE SHALL BE 560-C-3000 REINFORCE 'MTH 6"x6" 10/10 GAGE W'MF O MID-SLAB CONCRETE SWALE WITH TRENCH DRAIN PVT NO SCALE -LANG- • • eng1neer1ng co. Consulting Engineers Lend Plenners 7040 AVENIDA ENCINAS, f04-~36 PH(760)804-1862 CARLSBAO, CALIFORNIA 92009 FAX(760)804-1663 ® 2003 LANG ENGINEERING COUP ANY "' NO SCALE ' ~OF~SS1%W ffe,? G. Zig© "' "' -i, No. 39016 ~ ~ Exp. 03-31-05 s;J •,.~ c,v,1.-~",,,. or c;.U~ ENGINEER OF WORK ~ '' e' __A. ,1'12nt,. tl1-l4-t73 RicHARD G. LANG, RCE 0 DATE REGISTRATION NO. 39016, EXP. 03-31 05 • !!> /11, I DI,, l!!6i I.. DATE INITIAL ENGINEER OF WORK 6" THICK IN TRAFFIC AREAS 4" THICK IN NON-TRAFFIC AREAS (TYPICAL) n,O~ 1/4" ~ CONCRETE BASE & APRON (560-C-3250) (TYPICAL) TEE/WYE (OR 6" 90" BEND AT END OF LINE) FLOW LINE ELEV. FL) PER PLAN TYPE 1 OUTLET (PVT) "FL" MORE THAN 36" BELOW "TG" NO SCALE TOP OF GRATE ELEV. (TG) PER PLAN 1;4• 7 .-.i FLOW LINE ELEV. FL PER PLAN 0. ·• PIPE SIZE AND) TYPE PER PLAN. TYPE 2 OUTLET (PVT) "FL" LESS THAN 36" BELOW "TG" NO SCALE ALHAMBRA FOUNDRY, A-2010 CAST IRON GRATE FOR NON-TRAFFIC AREA. ALHAMBRA FOUNDRY A-2012 CAST IRON GRATE FOR TRAFFIC AREA. NOTI!: ALL GRATE8 TO BE GALVANIZl!D * MODEL NUMBERS ARE AS MFD. BY "QUICKSET", ASSOCIA TIED CONCRETE PRODUCTS, INC. _,? __ EXTENSIONS 4",6",10",12" OR 18" DEPTH VARIES "A" SIZE (18" MIN.) MODEL NUMBER WEIGHTS EXTENSIONS = 22 LDS./IN. 6" WIDE CONCRETIE DB-1212 * 12" X 12" 18" BASE = 370 LBS. APRON AROUND CATCH (4" WALLS) PARKWAY GRATE = 25 LBS. BASIN-THICKNESS AND TRAFFIC GRATE = 50 LBS. CONC. PER DETAILS EXTIENSIONS = 40 LBS. /1N. ABOVE 18" x 18" 18" BASE • 715 LBS. DB-1818 * (5" WALLS) PARKWAY GRATE • 59 LBS. TRAFFIC GRATE • 90 LBS . EXTENSIONS • 50 LBS./1N, DB-2424* 24" X 24" 18" BASE = 870 LBS. (5" WALLS) PARKWAY GRATE • 96 LBS. TRAFFIC GRATE = 180 LBS. PRIVATE CATCH BASIN (PRE-CAST-CONCRETE) NO SCALE JULY 14, 2003 "AS BUILT" ~ ..... e.,d-__ if~ ~s-/1~/ot, ~ ,t; J. DATE RCE $'10lh EXP.~ .......!l...'47 ~ I_~//,<{ DATE INSPE TOR I SH!ET I I SH~TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: OCEAN RIDGE AT CARLSBAD RANCH LOT 12. P.M. 13408 DETAILS & SITE SECTIONS APPROVED LLOYD B. HUBBS d/- A "1111..-~~~·,.. -~ CITY ENGINE-RC[ 23 __: EXP. 12/31 /05 3/4,f/4, .t/ DATE /1\ A~-1!',011 .. , OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: IJijJ; REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: .(IL SDP 02-06 (06-8A ) TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a.THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITIERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STIEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREA TIER THAN 8 FEET IN HEIGHT SHALL BE WA TIERED BY A CONVENTION- AL SYSTIEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 5: 1 SHALL BE IRRIGA TIED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE liRRIGA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS.TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1.SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITIEMS c,d,e, AND f OF TIHIS SUBSECTION MAY BE OMITTIED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTIERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MA TIERIALS SHALL BE TRANSPORTIED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTIMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTIED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TIE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MA TIERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TIE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTIED BY ANY OR A COMBINATION OF: c. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTIER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS c OR b ABOVE. 2. CONDITIONING THE SOILS SO TIHAT IT IS SUITABLE FOR PLANTING BY: c. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. TIHE ADDITION OF SOIL AMENDMENTS, PH ADJUSTIMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTA1INED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETIED AND ALL BONDS RELEASED. 1. SET POSTS AND EXCAVATIE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM ANO ALONG THE LINE OF POSTS. ,..........-_ 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: STEVE MAHONEY, BEARING CONSTRUCTION PHONE NUMBER: (750)634-4114 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.ALL NECESSARY MA TIERIALS SHALL BE STOCKPILED ON SITIE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TIEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WlTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTIROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIREO BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TIRESPASS ONTO AREAS WHERE IMPOUNDEO WATIERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTIROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA TEO HEREON. 8. GRAOED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTIER EACH RAINFALL. / I 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. ,--'-. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADEO SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE I STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 1 \ ! I '::;:'.: ;:;,i,:;;_-1.. it~~\~ }\=;~~ THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION_'. _____ J ti (II~, 1 ,11', /~ STA TE OF CALIFORNIA. , r , - ::',.,""!" GRAVEL BAGS (TYP.) ; SECTION B-B NO SCALE \ \ \\ J t \\ ,\\' I ' -\--I \-\ i '-. I \,\ \ ) \ I " I I \\ \ \\ \ ~ I ~ \\ 5' 2 BAGS HIG IS' WEI B PROPOSED CURB LINE \ B GRAVEL BAGS (TYP.) TEMPORARY DESIL TING BASINS AT INLETS IN SUMP CONDITION TEMPORARY DESILTING AND EROSION CONTROL/GRAVELBAG DETAILS NO SCALE 2" TO 3" ROCK ISO PLAN N.T.S. • MUST EXTIEND FULL 'MDTIH OF INGRESS & EGRESS OPERATION. '-./ I \\ / \ -,.,1 \ // I ✓ RIDGE '. : , ;-¥ ,t GRAVEL BAGS (TYP.) 2' WEIR (TYP.) (2 BAGS HIGH) I \ \ \ \ --+--- \--+--- GRAVEL FILLED BAGS (3 BAGS HIGH) SECTION C-C NOT TO SCALE / GRAVEL BAGS (TYP. ~"- I GRAVEL BAGS (TYP.),---,,1 -+-+----\ \ ~ C].__..,.___ --= I ~ ~ I CATCH BASIN TEMPORARY SEDIMENT TRAP EXISTING GROUNO 16' MIN. 'MOTH NOT TO SCALE 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTIENO IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATIED SOIL. FIL TIER FABRIC GRAVEL BACKFILL SILT FENCE NO SCALE SECTION A-A N.T.S. B" MIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NOT TO SCALE ~1>.0fESS1~ -LANG-' ~'"-0 G. ( ~ ,;:, \} ~ No, 39016 iii engineering ca. Exp. 03-31-05 ',I Consulting Engineers • Lend P1enners :i-~ J."' ~ CJV\\..../~,~ 7040 AVENIDA ENCINAS, fc0-4-336 PH?60~804-1862 OF' CAL\~ CARLSBAD, CALIFORNIA 9 009 FAX 760 804-186.J , 1'21 2003 LANG ENGINEERING COt.4P ANY ENGINEER OF WORK ~ .... ,e' ,4 x~ t/7-14--"~ ~l/111n1. £1'..a /1\ M-1!,U I '--°T' Rl~ARD G. LANG.-RCE DATE DATE INITIAL REGISTIRATION NO. 39016, EXP. 03-31-05 ENGINEER Of WORK REVISION DESCRIPTION 40' '1 I I -....,~ 6'x50' TIEMPORARY ROCK ONSTIRUCTION ENTRANCE ,,~ ~ ""--s 0 40' Scale: 1· = 40' DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL -- ~ BO' / -# / jf EXISTING SEOIMENT BASIN TO REMAIN IN PLACE OURING CONSTIRUCTION TO THE EXTENT POSSIBLE / 1/ LEGEND SILT FENCE -x-x-x-x-x GRAVEL BAG INLET PROTECTION CONSTRUCTION ENTRANCE JULY 14, 2003 "AS BUILT" ~ ... (. ~I'/~~ ,75/111/01, ~ ,;, RCE ~"/"" EXP. a,t'._..,,/.pz DATE ~~ q,;/4( il-.SPECTOR DATE I SH~ET I CITY OF CARLSBAD 1 sH:Ts I ENGINEERING DEPARTMENT GRADING PLANS FOR: OCEAN RIDGE AT CARLSBAD RANCH LOT 12. P.M:. 13408 EROS[ON CONTROL PLAN APPROVED LLOYD 8. HUBBS QY /4 ~ """~ ~~-... ·11 ::, L-z. '¢,-~ CITY ENGINEER-CE 2388 EXP. 12/31 /05 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY:I RVWID BY: SDP 02-06 406-8A I \ I ' C :e U1 G') 9. -l:li, cnO en I 00 l> ! i PAVEMENT SECTION TABLE I I I -I .-•·-· (PER GEOTECHICAL REPORT PREPARED BY CONSTRUCTION TESTING &: ENGINEERING, DATED: MARCH 14, 2002) LOCATION T.I. ASPHALT CONCRETE CL II -AGGREGATE BASE AREA {INCHES) (INCHES) (SQUARE FEET) AUTO PARKING/DRIVE LANES 4.5 3.0 6.0 55,124 LIGHT TRUCK DRIVES 6.0 3.0 10.0 21,614 PORTLAND CEMENT CONCRETE 6.0 {P.C.C., SEE NOTE) PER SPECIFICATIONS 2,296 NOTE: CONCRETE PAVEMENT AT TRASH ENCLOSURE APRON TO BE 6.5 INCHES ALL OTHER VEHICULAR CONCRETE PAVEMENT TO BE 6.0 INCHES ALL CONCRETE PAVEMENT TO HAVE THICKENED EDGE PER SOILS REPORT SYMBOL ·> \ • . :\ .• . :.; . . ./ \· . ---. , .. · .. . -.. , .. ·--~ -.. ·, FLEET STREET . , •··.-.:~~ ' . ,-\· ., ', ,' ' ' ' · .. '. ,· . ;, PROPOSED 3 STORY OFFICE BUILDING 75,000 S.F. PARKING SPACES PROVIDED STANDARD SPACES: HANDICAP SPACES: COMPACT SPACES: TOTAL AUTOMOBILE SPACES: 219 6 ~ 300 _.-:;::.:::::::::::;::::---- ~:.----~,... ~~- ~1'5lfESS191, -LANG-"? G ~< ~' -~i "' .. -engineering (9 No. 39016 i 00. 'ti, Exp. 03-31-05 !;J bonsu1·tln91 1 Engineers Lend Planners ~"'~ J.,. ~~ CJV1\..~,~ 7040 AVENtDA ENCINAS, rc04-3J6 PH~760rs04--1862 €' Or CA.\.\ 'i CARLSBAD, CALIFORNIA 9 009 FAX 760 804-1863 (c) 2003 LANG ENGINEERING COMPANY ENGINEER OF WORK ~ .. ~ A ;if'a-,~ ()7-/,I.. d-3 RICHARD G. LANG, RCE DATE REGISTRATION NO. 39016, EXP. 03-31-05 30' 0 30' ___ _;;; 60' Scale: 1 • • 30' ,~,: ri· \It i~i '·,J., : .. , ...... Ml//,/41,, /J \ A-!,-e>o I I..,- DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL JULY 14, 2003 "AS BUILT" ~6« .. t.,5a l)l'/l~/,1,, I J 01011, EXP L~ DATE ~BY: r/,1/;~ INSP CTO~ DATE I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: OCEAN RIDGE AT CARLSBAD RANCH LOT 12. P.M. 13408 PAVEMENT SECTION PLAN APPROVED LLOYD B. HUBBS.8'/" /4 C:::.: •~~ ~ 'ier:!..-A "¥,2.,1/4.,,, CITY ENGIN~~-RCE 2'fl59 EXP. 12/31/05 DATE DWN BY: l:JA,j PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: ~ SDP 02-06 406-BA C :E 0, C') a~ a, 0 en I 00 )>