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HomeMy WebLinkAboutDWG 442-2A; PIP 05-24; THE TOWERS AT BRESSI RANCH; 01-18GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 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 PROMPTIL Y 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 POUCY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER 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. 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-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 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 OU TILi NED 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" 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 WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760)438-3891 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 OTHER THAN FOR PRE-CONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760)438 3891. INSPECTION REQUEST 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, 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 CA YING 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 CONSTIRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTIRACTORS 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, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 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-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTIRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING PAYS 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 STIREETS 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 TD 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 WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING CLANS. 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. 422-2L, 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. CITY OF OCEANSIDE 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 SUFFICIENTIL Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTIJAL 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 1-800-422-4133 800 660-7343 800 892-0123 760 438-77 41 760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 7 44-0460 760 753-6466 760 726-1340 SBC ADELPHIA CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEWER, 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: A. FOR CONTIROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND /OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8! 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 {15.16.120.9 & 1D! 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-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. PLAN CHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. HIGHWAY 78 PACIFIC OCEAN 36. THE SOILS REPORT TITLED GEO TECHNICAL UPDATE INVESTIGATION, LOTS 24 THROUGH 28 OF PLANNING AREA PA-4, BRESSI RANCH, CARLSBAD, CALIFORNIA, PREPARED BY LEIGHTON AND ASSOCIATES, PROJECT NO. 971009-041, DATED FEBRUARY 3, 2006 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, M-/1~--I:,. 04.,.., . A REGISTERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVELANT WITHIN THl_S SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ~-6• • , 20 OS° AND e --~,,.,.,,_ , 2~. TWO COPIES OF THE SOILS REPORT COMPILED FR'tlM THIS STUDY, WITH MY A""f!':E:'!s!:':s!'>!,, ... RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ~'1 O l~'ll ENGINEER. Jd~ A_/ft '-<i ~~--• 0<cJ>0~ SIGNED, --'!.-=~~-=:!.l,l..:.J -1..1_'.""'-==--P.E. No., Inn :;; s: 1111.'52&1 •• DATE: 1· 7-b~ LICENSE EXPIRATION DATE: 1(3!/0w I~ EV tw.f ~ OWNER'S CERTIFICATE ~ . ~r~ CMY-~ ~~A,%Y' I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLIGIST HAS BEEN OR WILL TO SUPER ISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE CO P A.Rtt-RY OF IS SITE. NAE SHEET INDEX SHEET 1: Tl TILE SHEET SHEET 2: KEY MAP SHEET 3: CDS NOTES, DRAINAGE TABLES SHEET 4: SITE SECTIONS & DETAILS SHEET 5: SITE SECTIONS & DETAILS SHEET 6: PRECISE GRADING PLAN SHEET 7: PRECISE GRADING PLAN SHEET 8: PRECISE GRADING PLAN SHEET 9: PRECISE GRADING PLAN SHEET 10: PRECISE GRADING PLAN SHEET 11: PRECISE GRADING PLAN OWNER PALOMAR AIRPORT ROAD, LLC 50 SOUTH TENTH, SUITE 300 MINNEAPOLIS. MN 55403 PHONE: (612) 492-4000 DEVELOPER RYAN COMPANIES US, INC. 9171 TOWNE CENTRE DRIVE, SUITE 460 SAN OIEGO, CA 92122 PHONE: (858) 812-7910 REFERENCE DRAWINGS 400-8A: BRESSI RANCH MASS GRADING PLANS Section 4216 of the Government Code requires that a Dig Alert Identification Number be issued before a •Permit to Excavate• will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL Ff'EE HI00-227-2900 CITY OF VISTA ROAD PROJECT SITE CITY OF SAN MARCOS CITY or ENCINITAS VICINITY MAP LEGAL DESCRIPTION LOTS 24-28 OF CARLSBAD TRACT CT 02-15 BRESSI RANCH, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 14960 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 4, 2005. PROJECT LOCATION THIS PROJECT ENCOMPASSES ASSESSORS PARCEL NUMBERS: 213-262-01: 213-262-02: 213-262-03: 213-262-04 AND 213-262-05 CALIFORNIA COORDINATE INDEX OF THIS PROJECT: N1,992, E6,252 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THESE PLANS IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83, ZONE 6, EPOCH 1991.35 GRID BEARING BETWEEN STATION V-2002 PER ROS 14023 AND STATION SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO HORIZONTAL CONTROL BOOK, AS SHOWN ON MAP NO. 14600. I.E. NORTH 88'54'05"W THE COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID DISTANCE = GROUND DISTANCE x COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STATION V-2002 IS -0"32'51.881". SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AN ALTA SURVEY BY PDC DATED OCTOBER 27, 2005 AND A FIELD SURVEY BY WOODS LAND SURVEYING DATED NOVEMBER 15, 2005. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BENCH MARK CITY OF CARLSBAD BENCHMARK NO. SDGPS 41 BEING A FOUND CADT DISC IN THE NORTH SIDEWALK OF PALOMAR AIRPORT ROAD, 640' WEST OF EL FUERTE STREET. ELEVATION = 444.77:DATIJM: M.S.L., NGVD '29 RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL R.O.S. NO. 17271, SURVEY CONTROL POINT NO. 96. EARTHWORK QUANTITIES CUT: FILL: IMPORT: REMEDIAL: 31,967 C.Y. 40,030 C.Y. 8,063 C.Y. 2,795 C.Y. NOTE: THESE QUANTITIES ARE FOR BONDING PURPOSES ONLY AND DO NOT INCLUDE SHRINKAGE, EXPANSION OR REMEDIAL GRADING QUANTITIES. THE ACTUAL QUANTITIES MAY VARY. EXISTING EASEMENTS @ ® © A VIGA TION EASEMENT PER INSTTWMENT NO. 87-452377 &, INSTRUMENT NO. 87-472299 TO REMAIN. (NOT SHOWN HEREON) DRAINAGE EASEMENT PER INSTRUMENT NO. 1992-D793169 TO REMAIN. SIGHT DIS TAN CE CORRIOOR PER MAP NO. 14600 &, MAP MAP NO. 14960 TO REMAIN. LANDSCAPE MAINTENANCE EASEMENT PER MAP NO. 14960 TO REMAIN. FUTURE (UNDRECORDED) 30' PR/VA TE SEWER &, DRAINAGE EASEMENT AS DESCRIBED ON MAP NO. 14960 'MLL NOT BE USED. PUBLIC U TILi TY EASEMENT TO SDG&:E SHEET 12: PRIVATE SEWER "A" PLAN/PROFILE SHEET 13: PRIVATE SEWER "B" PLAN/PROFILE SHEET 14: PRIVATE SEWERS "C, D & E" PLAN/PROFILE SHEET 15: PAVEMENT SECTION PLAN SHEET 16: EROSION CONTROL DETAILS SHEET 17: EROSION & SEDIMENT CONTROL PLAN SHEET 18: EROSION & SEDIMENT CONTROL PLAN 400-8B: BRESSI RANCH INDUSTRIAL IMPROVEMENT PLANS 400-8D: BRESSI RANCH INDUSTRIAL IMPROVEMENT PLANS 421-3: BRESSI RANCH INDUSTRIAL IMPROVEMENT PLANS 442-2: THE TOWERS AT BESSI RANCH IMPROVEMENT PLANS ADJ 06-08: LOT LINE ADJUSTMENT @ ® ® © PER INSTRUMENT NO. 2005-0294004 TO REMAIN. PUBLIC UTILITY EASEMENT TO SDG&:E PER INSTRUMENT NO. 2005-0294021 TO REMAIN. PR 06-90: PUBLIC WATER LINE EASEMENT WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS. AS-BUILD GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH 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. CITY OF CARLSBAD PLANNING DEPARTMENT APPROVAL PIP 05-24, DATED MAY 31, 2006. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON & ASSOCIATES, DATED FEBRUARY 3, 2006, UPDATE LETTER DATED JULY 11, 2006. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORMWATER MANAGEMENT PLAN PREPARED BY LANG ENGINEERING COMPANY, DATED: JULY 12, 2006 9. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY LANG ENGINEERING COMPANY, DATED: JULY 12, 2006; WDID# 9 37C341732 10. CALIFORNIA STORMWA TER QUALITY ASSOCIATION, STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND • DENOTED RSD MODIFIED BY CARLSBAD STANDARDS DESCRIPTION DWG. NO. PROJECT BOUNDARY ____________________ _ EXISTING CONTQU, ____________________ _ EXISTING SPOT ELEVATIO,~------------------ EXIST. CURB AND GUTTER/EDGE OF PAVEMENT ___________ _ EXIST. WATER LIN~-------------------- EXIST. RECLAIMED WATER LIN~----------------- EXIST. SEWER LIN~-------------------- EXIST. STORM DRAl"'---------------------- EXIST. JOINT UTILITY TRENCH (ELECT., GAS, PHONE, CABLE) ______ _ EXISTING STREET LIGHT ___________________ _ PROPOSED CONTOU~-------------------- PROPOSED SPOT ELEVATio,,..__ _________________ _ DIRECTION OF SURFACE FLOW _________________ _ RIDGE LIN•,c__ ______________________ _ AUTO PARKING/DRIVE LANES SEE SHEET 15 LIGHT TRUCK DRIVES SEE SHEET 15 PORTLAND CEMENT CONCRE EE SHEET 15 PRIVATE 6" CURB SD G- PRIVATE 6" TYPE "G" CURB AND GUTTER R50 G PRIVATE CONCRETE SIDEWALK R50 G-7, G-9, G-10 3' 'MOE CONCRETE SWAL EB • PRIVATE 8" PVC STORM DRAIN SD D-60 PRIVATE 12" HOPE STORM DRAIN 1>5D D-60 PRIVATE 15" HOPE STORM DRAIN i>'iD D-60 PRIVATE 18" HOPE STORM DRAIN SD D-60 PRIVATE 24" HOPE STORM DRAIN 1>5D D-60 PRIVATE 30" HOPE STORM DRAIN R<;D D-60 PRIVATE TYPE C CURB INLET SD D-3 PRIVATE TYPE I CATCH BASIN SO D-29 PRIVATE TYPE A CURB INLET SO D- PRIVATE TYPE B CURB INLET SO 0-2• PRIVATE TYPE F CATCH BASIN R<;O D-7 PRIVATE TYPE A4 & AS CLEANOUT SO D-9 PRIVATE TYPE AS DEEP CLEANOUT----EB---------- BROW DITCH, TYPE B (EARTI-i TONE COLOR)_RSD D-75 _______ _ RETAINING WALL (PER SEPARATE PERMIT)_~R<;D C-4 ________ _ PRIVATE 12", 18" & 24" DRAIN BOXES ______________ _ PRIVATE CDS TREAlMENT UNIT;,_ _______________ _ CONCRETE LUG __________ ~so D-63 _______ _ SAW CUT & REMOVE: EXIST. CURB & GUTTE.,~------------ SAW CUT & REMOVE: EXIST. SIDEWALK _____________ _ ALLEY TYPE DRIVEWAY ________ c.s.o. GS-20 ______ _ PRIVATE 6" PVC SEWER LIN~ ______ c.s.o. S-5, SOR-35 ____ _ PRIVATE 8" PVC SEWER LINE C.S.D. S-5, SOR-35, ____ _ PRIVATE 8" PVC SEWER LINE C.S.D. S-5, C-900 ____ _ PRIVATE SEWER CLEANOUT C.S.D. S-6 _______ _ PRIVATE STANDARD SEWER ACCESS HOI E C.S.D. S-1, S-4 _____ _ PRIVATE SEWER PVC LINED ACCESS HOL C.S.D. S-1A, S-4 _____ _ SYMBOL QUANTITY '---.__40----- 400.00 '" ----w---- -----+<W---- ----s---- ===:SID=== ----JT---- o----t:f ----390----- 389.50 - - -_Rl.l)_GE_ -- - - " . . . .. • •• I> • -~ • • ~ ·..-·o<: .. ; .. ·' --~,-. ====8"SD==== = = = =12"50= = = = = = = =15"50= = = = = = = =18"50= = = = ====24"SD= = == = ===30"SD= = == Pu § [GlJ E] ~ [Q] [Q] ~ ~ ~ 1Zt,11c:> S,F, 8-S,~S'l-S.F. 4-?>,101,, S.F. '1,4,Q& LF. ~.1"14-LF. 3~,11h S.F. 4-,Sl7 S.F. 351. LF. 54-S LF. 41~ L.F. "03 L.F. 61-, LF. 507 L.F. 3 EA. 7 EA. 5 EA. 6 EA. e, EA. 1 EA. 15:1 L.F. ~ S.F. □ □ □ '5 EA.-12" 1 EA.-18" ~ EA.-24" ====®==== I I . ==II I I d ----6"S--- ----8"S--- ----B"S--- ---o-----S,---- -0---s:---- -O--s,---- 3 EA. 5 EA. 200 LF. 967 S.F. 3 EA. 4'.!'2. L.F. 14-~\ LF. 715 L.F. 14 EA. ,:, EA. 2 A. ~YAN ® PeNNING DEPARTMENT APPROVAL "AS BUILT" ~--~, oATElo/12../cto ~w.::-d~ 11 /1-2.p, BUILDING TIONSHIPS A.STING RELA .DoN,VE£.l,Ass'Tl'LANNING DIRECTOR RCE C,to1 s EXP. Du/?;o/13 DATE , .. .,m -----Yi i ' : I ; \:◄ I ' I : .• DATE:/0 /1 z / oG ~l,oEF (PRIIIT lWIX) REVIEWED BY: ~ll~l,1 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXCERCISED 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. INSPECTO I DA TE -----------........ rl-===:::i===Jc====================~===Jc===r===r===Jc===.r.1====:;-'1 ~~~::::;::::;;;:::::;:::=::;;;:::;;:::::;~=;;;:::::::;-;:::;I ::::;;:;~I -LANG-SH1EET CITY OF CARLSBAD SHEETS t---+------,r-----------------+---+---t--------,r---t ENGINEERING DEPARTMENT 18 t---+------,r-----------------+---+----t--------,r---1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARSLBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LANG ENGINEERING COMPANY ADDRESS: 561 SAXONY PLACE, SUITE 101B CITY, STATE: ENCINTAS, CA 92024 TE~EPµH : (76oJi87~,1j18 BY. _ .. ,. /?' L£ 6._a,,.,! DATE: 9-0S-Clb v RICHARD G. LANG, P.E. R.C.E. NO.: 39016, REGISTRATION EXPIRATION DATE: MARCH 31, 2007 , . . ang1naar1ng co. Consulttn9 En9tneers Land Planners t,\10 \Nt,,ICWA'flOJril W"'-"< PH(760~-,CJ ~P. cAuFORNIA 920.0 _., FAX(760)ffl--M"I c 2001 LANG ENGINEERING COMPANY SEPTEMBER 5, 200 ENGINEER OF WORK ~ ...• r:2 /1 l'f~ 9-05-0b Rl(HARD G. LANG:"RCE DATE REGISTRATION NO. 39016, EXP. 03-31-07 /I 2-£ 11 6\WL- PRECISE GRADING PLANS FOR: THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14960 102909 012512 I I I -------- P1\LO!vfAR AIRPORT R01\D I, 11 ii !I II 'i ii II ,,_._ ----- " I [ + 1-----t-. ' lWE BIO-FILTRATION MECHANICAL SEPARATOR r,>== ,: ii ii J1 --..J:3'---~ . ------ 393 ~:::lli:+---------,---_,-,, 17 7 -aa,-,_ ___ H--- ----,,, ____ l+--- -------,,,, ____ _ -----,,,,___ - FUTURE '!, • DEVELOPMENT \ '%. I\ ~ SHEET INDEX MAP SCALE: 1" = 60' ~ '!, % ' % '!, a REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY TC-30 VEGETATED SWALE PVT CC&R 6,7,8, 9, 10&11 AS NEEDED MP-51 VORTEX SEP ARA TOR PVT CC&R 8&10 PER MANUFACTURER & SHEET 3 DIRECTIONS %\ FUTURE DE LOPMENT -LANG- I 9 60' SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004, THE STANDARD DRAWING SPECIFICATIONS, MARCH 199.3 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVAnON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVAnON AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. .3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 4.38-.3891) INDEX LEGEND STORM DRAIN, _________ _ ====SD=== STORM DRAIN INLET OR c.o, ____ _ [CJ] FUTURE DEVELOPMENT GRADING, ___ _ ---396-- PUBLIC B" WATER LINE ______ _ -------------W--· (SEE DWG. 442-2) PRIVATE SEWER LINE _______ _ ---s--- SEWER ACCESS HOL.~------- 0 60' '-------= SHEET INDEX SHEET 1: TITLE SHEET SHEET 2: KEY MAP Scale: SHEET .3: CDS NOTES, DRAINAGE TABLES SHEET 4: SITE SECTIONS & DETAILS SHEET 5: SITE SECTIONS & DETAILS SHEET 6: ROUGH GRADING PLAN SHEET 7: ROUGH GRADING PLAN SHEET 8: PRECISE GRADING PLAN SHEET 9: PRECISE GRADING PLAN SHEET 10: PRECISE GRADING PLAN SHEET 11: PRECISE GRADING PLAN SHEET 12: PRIVATE SEWER "A" PLAN/PROFILE SHEET 1.3: PRIVATE SEWER "B" PLAN/PROFILE SHEET 14: PRIVATE SEWERS "C, D & E" PLAN/PROFILE SHEET 15: PAVEMENT SECTION PLAN SHEET 16: EROSION CONTROL DETAILS SHEET 17: EROSION & SEDIMENT CONTROL PLAN SHEET 18: EROSION & SEDIMENT CONTROL PLAN "AS BUILT" REVIEWED BY: I SH2EET I CITY OF CARLSBAD I SHEETS I ~=====t====!================================t====j=====t====:1===:j ENGINEERING DEPARTMENT 18 0 n Q j n 8 8 r j n g CO. PRECISE GRADING PLANS FOR: Consulting Engineers Land Planners f----ll---+--------------__jl----1----1----__j_---1 THE TOWERS AT BRESSI RANCH 6110 INNOVATION WAY PH(760)692-1950 t---t---t----------------1----4--+--+---i LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 CARLSBAD, CALIFORNIA 92009 FAX(760)692-1951 MAP NO. 14960 @2009 LANG ENGINEERING COMPANY t---t---t----------------J-----4--4---+---l :======================! DAY.ID_J) ~)\USER ,/_ ENGINEER OF WORK ~ ... -~ .d rr~ .r-l<f-07 R HARD G. LAN~~ CJ DA TE REGISTRA noN NO. 39016, EXP. 0.3-31-11 µ.,L!C:-1-'-'--1-"''-"""'-f;~=..,Sc__-_,&l=.e.1'-=..T,___ ________ ~--+---1--~r--l--l • ~J:Ut,,;._ fl! 4/Zo4, ?J'e ?C!i/!l _fJ/fJJM_ t=~'-=-r=-fa&¥--R"'E"-PLA=CE,,,S'--'D"'E"'-LT'-"A'-'2"--"'SH""E"-ETc._Sl,e:G,e:N,,cED"--"08SL.C15"-'=-07,__ __ J-----4---+'J/J.l O 611'E_ ENGINEER PE 33081 EXPIRES 6 30 10 DA TE RGI. k, REPLACES SHEET ORIGINALLY SIGNED 10 16 06 ,l, ,J, INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY:--~ CHKD BY: C::,v,I RVWD BY: PROJECT NO. PIP 05-24 DRAWING NO. 442-2A 102909 I I ' CDS TECHNOLOGIES UNIT CDS UNIT The CDS unit is a non-mechanical self-operating system and will function any time there is flow in the storm drainage system. The unit will continue ta effectively capture pollutants in flaws up to the design capacity even during extreme rainfall events when the design capacity may be exceeded. Pollutants captured in the CDS unit's separation chamber and sump will be retained even when the units design capacity is exceeded. The CDS unit is an important and effective component of the storm water management program and proper operation and maintenance of the unit are essential to demonstrate your compliance with local, state and federal water pollution control requirements. The CDS technology features a patented non-blocking, indirect screening technique developed in Australia to treat water runoff. The unit is highly effective in the capture of suspended solids, fine sands and larger particles. Because of its non-blocking screening capacity, the CDS unit is unmatched in its ability to capture and retain gross pollutants such as trash and debris. In short, CDS units capture a very wide range of organic and inorganic solids and pollutants that typically result in tans of captured solids each year: total suspended solids (TSS), sediments, oil and greases and captured trash and debris (including floatables, neutrally buoyant, and negatively buoyant debris) under very high flow rate conditions. CDS units are equipped with conventional oil baffles to capture and retain oil and grease. Laboratory evaluations show that the CDS units are capable of capturing up to 70% of the free oil and grease from storm water. CDS units can also accommodate the addition of oil sorbents within their separation chambers. The addition of the oil sorbents can ensure the permanent removal of 80% to 90% of the free oil and grease from the storm water runoff. APPROPRIATE APPLICATIONS AND SITING CONSTRAINTS CDS Units should be required for all locations where petroleum hydrocarbons and sediment and debris are major sources of pollution to storm water runoff and the water can be directed into a drainage inlet. Employee and customer parking lots, corporation yards, equipment service areas, tollgates, refueling facilities areas are prime examples of such locations. They should be required for new construction and whenever a permit is issued to renovate or remodel an existing location. OPERATION AND MAINTENANCE PROGRAM INSPECTION AND MAINTENANCE PROCEDURES: NEW INSTALLATIONS: Check the condition of the unit after every runoff event for the first 30 days. The visual inspection should ascertain that the unit is functioning properly (no blockages or obstructions to inlet and/or separation screen), measuring the amount of solid materials that have accumulated in the sump, the amount of fine sediment accumulated behind the screen, and determining the amount floating trash and debris in the separation chamber. This can be done with a calibrated "dip stick" so that the depth of deposition con be tracked. CLEANOUT AND DISPOSAL A voctor truck is recommended for cleanout of the CDS unit and can be easily accomplished in less than 30-40 minutes for most installations. Standard vac\or operations should be employed in the cleanout of the CDS unit. Disposal of material from the CDS unit should be in accordance with the local municipality's requirements. Disposal of the decant material to a POTW is recommended. Field decanting to the storm drainage system is not recommended. Solids can be disposed of in a similar fashion as those materials collected from street sweeping operations and catch-basin clean outs. MAINTENANCE The CDS unit should be pumped down at least once a year and a thorough inspection of the separation chamber (inlet( cylinder and separation screen) and oil baffle performed. The units internal components should not show any signs of damage or any loosening of the bolts used to fasten the various components to the manhole structure and to each other. Ideally, the screen should be power washed for the inspection. If any of the internal components is damaged or if any fasteners appear to be damaged or missing, please contact CDS Technologies to make arrangements to have the damaged items repaired or replaced: CDS Technologies, Inc. Phone, Toll Free: (888) 535-7559 16360 Monterey Road, Suite 250 Fax: (408) 782-0721 Morgan Hill, CA 95037-5406 The screen assembly is fabricated from Type 316 stainless steel and fastened with Type 316 stainless steel fasteners that are easily removed and/or replaced with conventional hand tools. The damaged screen assembly should be replaced with the new screen assembly placed in the same orientation as the one that was removed. CONFINED SPACE The CDS unit is a confined space environment and only properly trained personnel possessing the necessary safety equipment should enter the unit ta perform maintenance or inspection procedures. Inspections of the internal components can, in most cases, be accomplished through observations from the ground surface. CD TYPE I CATCH BASIN PER RSD D-29 CONCRETE SWALE TRANSITION AT TYPE I CATCH BASIN (PVT) NO SCALE 3' ,___ 13• ---1,--18" ----i 6" [ 3/4" NOTES: 3' RECORDS DF OPERATION AND MAINTENANCE CDS Technologies recommends that the owner maintain annual records of the operation and maintenance of the CDS unit to document the effective maintenance of this important component of your storm water management program. RESPONSIBLE PARTY Ryan Companies US, Inc. 9171 Towne Centre Drive, Suite 460 San Diego, California 92122 Attn: Matthew Reid, Vice President Development (858l812-791 o (858 812-7931 fax COS UNIT MODEL LOCATION NUMBER 5+ 70 Innovation Way PMSU30 32+40 Gateway Rood PMSU30 35+54 Gateway Rood PMSU20 FOLLOW-ON MAINTENANCE CDS UNIT CLEANOUT 30 20 20 DESIGN RUNOFF (CFS) 2.17 1.32 0.53 UNIT TREATMENT CAPACITY (CFS) 3.00 2.00 1.10 The frequency of cleaning the CDS unit will depend upon the generation of CDS unit. The recommended cleonout of solids within the CDS unit's sump adequate to handle the predicted pollutant load being processed by the accumulated pollutants and to ensure that the cleanout frequency is unit should be periodically inspected to determine the amount of experience unless precise pollutant loadings have been determined. The preventive maintenance schedules will be determined based on operating trash and debris and sediments in your application. Cleanout and should occur at 75% of the sump capacity. However, the sump may be completely full with no impact to the CDS unit's performance. Access to the CDS unit is typically achieved through two manhole access and access behind the screen. ta pipe), a single manhole access point would allow both sump cleanout diversion vault. For units possessing a sizable depth below grade (depth off-line models have an additional access cover over the weir of the sediment captured and retained behind the screen. The PSW & PSWC (screen/cylinder) & sump and another allows inspection and cleanout of covers -one allows inspection and cleanout of the separation chamber ONGOING OPERATION During the rainfall season, the unit should be inspected at least once every 30 days. The floatables should be removed and the sump cleaned when the sump is 75-85% full. If floatables accumulate more rapidly than the settleable solids, the floatables should be removed using a vactor truck or dip net before the layer thickness exceeds one to two feet. Cleanout of the CDS unit at the end of a rainfall season is recommended because of the nature of pollutants collected and the potential for odor generation from the decomposition of material collected and retained. This end of season cleanout will assist in preventing the discharge of pore water from the CDS◊ unit during summer months. USE OF SORBENTS It needs to be emphasized that the addition of sorbents is not a requirement for CDS units to effectively control oil and grease from storm water. The conventional oil baffle within a unit assures satisfactory oil and grease removal. However, the addition of sorbents is a unique enhancement capability special to CDS units, enabling increased oil and grease capture efficiencies beyond that obtainable by conventional oil baffle systems. Under normal operations, CDS units will provide effluent concentrations of oil and grease that are !ess than 15 ports per million (ppm) for all dry weather spills where the volume is less than or equal to the spill capture volume of the CDS unit. During wet weather flows, the oil baffle system can be expected to remove between 40 and 70% of the free oil and grease from the storm water runoff. CDS Technologies only recommends the addition of sorbents to the separation chamber if there are specific land use activities in the catchment watershed that could produce exceptionally !arge concentrations of oil and grease in the runoff1 concentration levels well above typical amounts. If site evaluations merit an increased control of free oil and grease then oil sorbents can be added to the CDS unit to thoroughly address these particular pollutants of concern. RECOMMENDED OIL SORBENTS Rubberizer Particulate 8-4 mesh or OARS Particulate for Filtration, HPT4100 or equal. Rubberizer is supplied by Haz-Mat Response Technologies, Inc. 4626 Santa Fe Street, San Diego, CA 92109 (800) 542-3036. OARS is supplied by Ab Tech Industries, 4110 N. Scottsdale Road, Suite 235, Scottsdale, AZ 85251 (800) 545-8999. The amount of sorbent to be added to the CDS separation chamber can be determined if sufficient information is known about the concentration of oil and grease in the runoff. Frequently the actual concentrations of oil and grease are too variable and the amount to be added and frequency of cleaning will be determined by periodic observation of the sorbent. As an initial application, CDS recommends that approximately 4 ta 8 pounds of sorbent material be added to the separation chamber of the CDS units per acre of parking lot or rood surface per year. Typically this amount of sorbent results in a ½ inch to one (1") inch depth of sorbent material on the liquid surface of the separation chamber. The oil and grease loading of the sorbent material should be observed after major storm events. Oil Sorbent material may also be furnished in pillow or boom configurations. The sorbent material should be replaced when it is fully discolored by skimming the sorbent from the surface. The sorbent may require disposal as a special or hazardous waste. but will depend on local and state regulatory requirements 1. SEE RSD G-13 FOR OTHER CONSTRUCTION DETAILS. BASE MATERIAL PER SOILS ENGINEER 2. PROVIDE WEAKENED PLANE JOINTS & EXPANSION JOINTS PER RSD G-10. CONCRETE SHALL BE 600-C-3500 3. PLACE REBAR ON CHAIRS TO REINFORCE WlTH 3-#3 CONTINUOUS REBAR @ MID-SLAB ASSURE MID-SLAB PLACEMENT. ED CONCRETE SWALE (PVT) NO SCALE ,. --1 ..J.,.- PRIVATE STORM DRAIN "A" PIPE TABLE NO. SHEET NO. BRG./RAD. DELTA LENGTH SLOPE 0100(cfs) V100(fps) COMMENTS Al EXISTING N90TJO'OO"E 58.55' 3.60% 57.07 11.31 30" RCP A3J 8 N90"00'00"E 2.25' 14.67% 57.07 11.31 JO" HOPE ,, A5~ 8 N02'38'41"W 41.34' 2.00% 20.93 6.51 24" HOPE A7 8 N02'38' 41 "W 125.59' 2.00% 20.53 6.39 24" HOPE A9 6,8 N09'52'26"E 106.13 2.00% 19.65 6.12 24" HOPE 13 8 N87'21'19"E 27.00' 30.37% 0.60 1.72 8" PVC 1 Q. EXISTING N90TJO'OO"E 120.74' 2.40% 36.32 7.18 30" RCP 1Z: 8 NOJ'14'24"W 92.07' 1.46% 36.21 7.16 JO" HOPE 19' 8 N85'39"01 "E 39.14' 1.30% 24.06 4.79 JO" HOPE "A2J. 8 942.00' 1318'22" 218.76' 1.30% 20.94 4.19 JO" HOPE 21 8,9 N86"57'12"E 117.70' 1.30% 20.94 4.19 JO" HOPE 2 8 NB6"58'12"E 39.81' 2.00% 8.77 5.98 18" HOPE 2 9 N79"53'28"E 199.75' 2.00% 6.58 5.37 18" HOPE 2 9 N79"5J'28"E 28.04' 2.00% 6.52 5.31 18" HOPE r.t,29 9 N65'30'47"E 108.36' 2.00% 6.28 5.28 18" HOPE A3l 9 S54'37'44"E 34.07' 2.00% 1.09 0.32 12" HOPE ICA3 7,9 N10"06'32"W 76.87' 8.33% 0.11 0.35 8" PVC 3 9 N10'16'55"W 43.70' 1.30% 12.06 5.64 24" HOPE 39 8,9 N51"32'58"W 115.48' 1.30% 7.54 5.36 18" HOPE 5: 8 S58"()3'54"E 55.25' 8.36% 0.12 0.32 8" PVC 59' 8 S85'47'03"E 43.12' 10.00% 0.06 0.93 8" PVC A6t 8 N13"13'46"W 34.05' 3.52% 13.67 4.35 24" HOPE r.t,63: 8 N64'JB' 46"E 30.91' 5.00% 8.95 7.29 15" HOPE NOTE: ALL STORM DRAIN PIPE SHALL HAVE WATER TIGHT JOINTS AND BEDDING PER D-60 PRIVATE STORM DRAIN "B" PIPE TABLE NO. SHEET NO. BRG./RAD. DELTA LENGTH SLOPE o,oo(cfs) V,00(fps) COMMENTS BC EXISTING N45'29'35"E 26.35' 0.65% 35.84 7.14 36" RCP 'BS 10 N84"34'24"E 18.65' 1.95% 35.84 7.14 30" HOPE BS:: 10 N84"34'24"E 18.65' 1.95% 35.84 7.14 30" HOPE 89 10 N00"43'07"E 25.70' 4.71% 13.32 10.73 15" HOPE ,_811 10 N05"30'31"E 51.00' 3.00% 5.64 4.74 15" HOPE 1~ 10 N05"30'31 "E 99.29' 3.00% 4.80 4.08 15" HOPE 1~ 8,10 2479.00' 2"27'25" 106.31' 3.00% 0.79 1.04 12" HOPE 17 8,10 N89"33'06"W 95.45' 3.00% 0.85 2.99 12" HOPE @]) 10 S89'30'25"E 80.82' 5.00% 4.20 5.35 12" HOPE 821' ~ 10 S89"30'25"E 69.66' 5.00% 4.14 5.71 12" HOPE 23 10 S84"54'28"E 62.32' 2.00% 0.06 0.21 8" PVC 2ci 10 N84"29'29"W 30.99' 25.20% 0.91 2.61 8" PVC 831: 10 S89"33'00"E 126.58' 3.53% 23.55 7.41 24" HOPE l(l:l3,j 10 N75"48'52"E 120.59' 3.27% 22.31 7,90 24" HOPE 39 10 N46"38' 4 7"E 51.50' 2.39% 21.65 7.77 24" HOPE 37 10 N46"38' 4 7"E 85.05' 2.39% 17.38 6.25 24" HOPE 39 ~ 10, 11 1323.00' 3·37'33• 83. 71' 1.65% 14.40 6.39 24" HOPE 841 9, 11 1323.00' 6"04'10" 140.14' 3.38% 1.81 3.91 12" HOPE (l:l4, 11 S88"23'08"E 61.93' 6.85% 6.58 6.10 15" HOPE 49 11 S68"21'24"E 11. 79' 4.83% 0.06 0.24 8" PVC 4, 10, 11 N80'49'32"W 59.35' 0.94% 6.17 4.49 18" HOPE 1/849 10 N43'21'13"W 21.65' 18.52% 4.60 4.49 12" HOPE NOTE: ALL STORM DRAIN PIPE SHALL HAVE WATER TIGHT JOINTS AND BEDOING PER D-110 PRIVATE STORM DRAIN ·c· PIPE TABLE NO. SHEET NO. BRG./RAD. LENGTH SLOPE 0100(cfs) V100( fps) Cl EXISTING NOO, 7'19"W 16.77' 1.00% 13.45 4.29 C3 10 N00'23'56"W 8.00' 2.00% 13.46 4.29 C5 10 N90"00'00"E 52.85' 1.25% 13.46 4.29 C7 10, 11 N90"00'00"E 94. 71' 1.25% 10.71 6.06 C9 11 N90'00'00"E 69.94' 1.25% 10.15 5.74 C11 11 N75"36' 48'E 290.70' 1.25% 10.15 5.74 Cl 11 N03'16' 4 7"E 107.66' 1.25% 5.54 3.14 C15 11 NOO'OO'OO"E 48.76' 13.67% 0.73 2.09 NOTE: ALL STORM DRAIN PIPE SHALL HA VE WATER TIGHT JOINTS AND BEDDING PER 0-60 COMMENTS 24" RCP 24" HOPE 24" HOPE 18" HOPE 18" HOPE 18" HOPE 18" HOPE 8" PVC PRIVATE STORM DRAIN "A" STRUCTURE TABLE PRIVATE STORM DRAIN •c• STRUCTURE TABLE NO. SHEET NO. DESIGN INFORMA TlON NO. SHEET NO. DESIGN INFORMATION NO. SHEET NO. DESIGN INFORMATION @ EXISTING TYPE A-4 CLEANOUT, RIM ELEV. = 377.65 @ 9 TYPE I CATCH BASIN /NV. 30" RCP IN = 357.53 GRATE ELEV. = 394.70 /NV. 30" RCP IN = 367.38 (A1) INV. 12" HOPE IN = 388.79 (A31) /NV. 30" RCP our = 367.13 INV. 18" HOPE OUT = 388.55 (A29) @ 8 CDS TECH. UNIT, RIM ELEV. = 380.00 @ 9 TYPE F CATCH BASIN MODEL PMSU30 30 TOP STRUCTURE = 397.63 INV. 30" HOPE IN/RCP OUT= 369.50 IA3)/(Af INV. 12" HOPE OUT = 389.47 (A31) @ EXISTING TYPE A -4 CLEAN OUT, EX RIM ELEV. = 378.50 @ 7,9 12" x 12" DRAIN BOX ADJUST RIM TO ELEV. = 382.25 GRATE ELEV. = 395.00 @ EXISTING 24" LUG /NV. 24" RCP /~/= 375.29 (C1) /NV. 36" RCP IN our -374.77 @) 10 CDS TECH. UNIT: RIM ELEV. = 385.25 MODEL PMSU20_20 INV. 24" HOPE IN/RCP OUT -375.46 IC3\/(C1' @) 10 TYPE A-4 CLEAN OUT; RIM ELEV. = 385.25 INV. 24" HOPE IN = 375.87 (C() ll INV. 24" HOPE OUT = 375.62 C3 INV. 24" HOPE IN = 371.15 (A5) INV. 8" PVC IN = 392.39 (A?5) 3) /NV. 30" RCP IN = 370.15 (A 7?) ll INV. 8" PVC OUT = 392.39 A3J INV. 30" HOPE OUT = 369.82 A3 @) 9 TYPE F CATCH BASIN @ 8 8" LUG TOP STRUCTURE = 392. 7 3 INV. 8" PVC IN = 372.40 (A13) INV. 18" HOPE IN = 381.09 (A39) INV. 24' HOPE IN/OUT -371.98 (A7)/(A5) INV. 24" HOPE OUT = 380.84 (AJ7) @ 8 TYPE F CATCH BASIN; TOP STRUCT. = 382.13 @) 6,8 TYPE A CURB INLET INV. 24" HDPE IN = 374.74 (A() 7\ TOP STRUCTURE = 390.31 INV. 24" HOPE OUT = 374.49 A7 INV. 8" PVC IN = 384.17 (A69) @ 6 TYPE F CATCH BASIN; TOP STRUCT. = 385.63 INV. 18" HOPE IN = 382.84 (A41) INV. 24" HOPE IN = 377.11 (Ai1)l) INV. 18" HOPE OUT = 382.59 (A39) INV. 24" HOPE OUT = 376.86 A9 @> 6 TYPE A-4 CLEANOUT; RIM ELEV. = 391.42 @1) 8 TYPE I CATCH BASIN INV. 12" HOPE IN = 384.32 iA51~ GRATE ELEV. = 384.60 INV. 12" HOPE IN = 384.32 A43 INV. 8" PVC OUT = 380.60 (A131 INV. 18" HOPE OUT = 384.07 (A41\ @ 8 TYPE A-4 CLEANOUT; RIM ELEV. = 385.07 <ffi) 6 TYPE A CURB INLET INV. 8" PVC IN = 375.13 (A57) TOP STRUCTURE = 391. 90 INV. 30" HOPE IN = 373.30 (~17t INV. 8" PVC IN = 386.23 (A49( /NV. 30' RCP our -373.05 A15 INV. 12" HOPE OUT = 384.90 A43) @ 8 TYPE A-4 CLEANOUT; RIM ELEV. = 384.52 <@ 8 12" x 12" DRAIN BOX INV. 24' HOPE IN = 375.89 iA61l GRATE ELEV. = 386.00 INV. 30" HOPE IN = 374.89 19 ?) INV. 8" PVC OUT = 384.06 (A59) INV. 30" HOPE OUT = 374.64 A17 <;ill.> 8 TYPE I CATCH BASIN @ 8 TYPE I CATCH BASIN; GRATE ELEV. = 384.60 GRATE ELEV. = 383.85 INV. 30" HOPE IN = 375.65 (\21)g) INV. 15" HOPE IN = 377.34 (Af3)!l INV. 30" HDPE OUT = 375.40 A19 INV. 18" HOPE OUT = 377.09 A61 @) 10 TYPE F CATCH BASIN TOP STRUCTURE = 385.13 INV. 18" HOPE IN = 377.03 (C7) INV. 24" HOPE OUT = 376.53 (C51 @) 11 8" LUG 8" PVC IN = 378.62 (C15) INV. 18" HOPE IN/OUT -378.21 IC9l/(C7l (@ 11 TYPE A-4 CLEAN OUT; RIM ELEV. = 390.10 INV. 18" HOPE IN = 379.33 (C11) INV. 18" HOPE OUT = 379.08 rein @ 11 TYPE F CATCH BASIN TOP STRUCTURE = 388.63 INV. 18" HDPE IN = 383.21 (C13) INV. 18" HOPE OUT = 382.96. rc1n @) 11 TYPE F CATCH BASIN TOP STRUCTURE = 390.13 INV. 18" HDPE IN = 384.56 rc13) @]) 11 TYPE A CURB INLET TOP STRUCTURE = 389.29 INV. 8" PVC OUT = 385.29 IC151 @> 9 TYPE A-4 CLEANOUT; RIM ELEV. = 391.25 @ 8 TYPE F CATCH BASIN INV. 18' HOPE IN = 380.52 t23) TOP STRUCTURE = 385.62 INV. 24" HOPE IN = 380.27 A37 INV. 15" HOPE IN = 379.14 (A65) INV. 30' HOPE OUT = 380.02 (A21Al INV. 15" HOPE OUT = 378.89 (A63) @) 9 TYPE I CATCH BASIN @§) 6,8 TYPE C CURB INLET GRATE ELEV. = 391.75 TOP STRUCTURE = 387. 93 INV. 18" HDPE IN = 381.57 (Af5) 11 INV. 8" PVC IN = 383.62 (A67?. INV. 18' HOPE OUT -381.32 A23 INV. 15" HOPE OUT = 380.37 A65\ (A26 9 8" LUG INV. 8" PVC IN = 385. 98 (A33) INV. 18" HOPE IN/OUT 385.57 IA271/(A25) rA2R' 9 TYPE B CURB INLET -TOP STRUCTURE = 396.15 INV. 18" HOPE IN = 386.38 (A/9)71 INV. 18" HOPE OUT -386.13 A27 PRIVATE STORM DRAIN "B" STRUCTURE TABLE NO. SHEET NO. DESIGN INFORMATION NO. SHEET NO. DESIGN INFORMATION @ EXISTING TYPE A-6 CLEANOUT, MODIFIED (6' x 5') @ 10 TYPE B CURB INLET RIM ELEV. = 375.47 TOP STRUCTURE = 382.89 /NV. 36" RCP IN = 362.66 (81) INV. 8" PVC OUT = 378.40 /8251 /NV. 42" RCP IN = 362.83 @ 10 TYPE F CATCH BASIN /NV. 42" RCP our = 362.33 TOP STRUCTURE = 382.13 ® 10 TYPE A-5 CLEANOUT, MODIFIED (5' x 5') INV. 24" HOPE IN = 371.27 csc33)1) RIM ELEV. = 377.00 INV. 24" HOPE OUT = 371.02 831 INV. JO" HOPE IN = 365.33 (r~\ @) 10 TYPE B CURB INLET INV. 36" RCP OUT = 362.83 81 TOP STRUCTURE = 385.10 ® 10 CDS TECH. UNIT, RIM ELEV. = 377.00 INV. 24" HOPE IN = 375.46 (8?5)3: MODEL PMSU30 20 INV. 24" HOPE OUT = 375.21 833 INV. 30" HOPE IN /OUT -365.69 /851 //BJ: @ 10 12' LUG @ 10 TYPE F CATCH BASIN INV. 12" HOPE IN = 377.19 (849) TOP STRUCTURE = 376.88 INV. 24" HOPE IN/OUT -376.69° (837)/(835) INV. 15" HOPE IN = 367.30 ~89) <@ 10, 11 TYPE 8 CURB INLET INV. 24" HOPE IN = 366.55 s,31i1 TOP STRUCTURE = 388.90 INV. 30" HOPE OUT = 366.05 85 INV. 24" HOPE IN = 378.98 (839) <@ 10 TYPE 8 CURB INLET INV. 24" HOPE OUT = 378.73 (8371 TOP STRUCTURE = 382.61 <@ 10, 11 TYPE A-4 CLEANOUT: RIM ELEV. = 389.48 INV. 15" HOPE IN = 368.76 (811~) INV. 12" HOPE IN = 381.36 (841? INV. 15" HOPE OUT = 368.51 (89 INV. 15" HDPE IN = 381.11 (843 @ 10 8" LUG INV. 18" HOPE IN = 380.61 (B47) INV. 8" PVC IN = 370.59 (825) INV. 24" HOPE OUT = 380.36. /839) INV. 15" HOPE IN/OUT -370.30 /813)/(811) <@) 9 TYPE A CURB INLET @ 10 TYPE A-4 CLEANOUT: RIM ELEV. = 383. 71 TOP STRUCTURE = 391.13 INV. 12· HOPE IN = 373.53 i815l INV. 12" HOPE OUT = 386.10 (841) INV. 12" HOPE IN = 373.53 819 <@) 11 TYPE C-1 CURB INLET, L = 6' INV. 15" HOPE OUT = 373.28 /813) TOP STRUCTURE = 390.64 @ 8,10 TYPE A-4 CLEANOUT: RIM ELEV. = 385.05 INV. 8" PVC IN = 385.93 (845( INV. 12" HOPE IN = 376.97 (B/7\l INV. 15" HOPE OUT = 385.35 843) INV. 12" HOPE OUT = 376.72 815 <§) 11 12" x 12" DRAIN BOX @) 8,10 TYPE A CURB INLET TOP GRATE = 390.00 TOP STRUCTURE = 384.71 INV. 8" PVC OUT = 386.50 (845) INV. 12" HOPE OUT = 379.83 /8171 <@) 10 TYPE I CATCH BASIN @ 10 18" x 18" DRAIN BOX GRATE ELEV. = 385.67 TOP GRATE = 385.75 INV. 18" HOPE OUT = 381.17 (847) INV. 12" HOPE IN/OUT -377.57 /8211/(B19] <@ 10 TYPE B CURB INLET <@) 10 TYPE I CATCH BASIN TOP STRUCTURE = 385.69 TOP GRATE = 386.25 INV. 12" HOPE OUT = 381.20 1849) INV. 8" PVC IN = 381.39 (823~ INV. 12" HOPE OUT = 381.05 821l @ 10 12" x 12" DRAIN BOX TOP GRATE = 385.70 INV. 8" PVC OUT = 382.64 (823) "AS BUILT" ~~-'ct'~ -1!/fif_L__ RCE -"LI22'-'-"' EXP. Oto/'!~ DATE -LANG-l----+--+-----------+---+----+---+----11 SH3EET I CITY OF CARLSBAD [SriEIB78 ENGINEERING DEPARTMENT L__!!_j :==::::...':::==========::::...':::===: engineering co. Consulting Engineers Land Planners 561 SAXONY PLACE, SUITE 101B PH(760l487-1918 ENCINITAS, CALIFORNIA. 92024 FAX(760 487-1917 © 2007 LANG ENGINEERING COMP ANY ENGINEER OF WORK ~~i£~ REGISTRATION NO. 39016, EXP. 03-31-09 DATE 08 06 0 RGL ,&\, REPLACES SHEET ORIGINALLY SIGNED 10 16 OG ,., ~T DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL 011,ER APPROVAL CITY APPROVAL DETAILS, CDS NOTES, STORM DRAIN TABLES FOR: THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14960 '· AVID A. HAUSER , ..... __ ... Pt 1fllf l!)(f) ,11,/., 211~1{1] PUTY CITY ENGINEER PE 33081 EXPIRES 6 30 08 DATE DWN BY: CHKD BY: £:,o/2.._ RVWD BY:~ PROJECT NO. PIP 05-24 DRAWING NO. 442-2A ) 091-307 ) ' ,. I I I PARKING AREA 6" CURB & GUTTER PER RSD G-2 ·z >"" w ..J do.. . "' ~ w f-0.. 2% -- LOT 28, MAP 14860 TOWERS AT BRESSI RANCH 50' LANDSCAPE EASEMENT PROPOSED GRADE BIO-SWALE BOTTOM SLOPE=l.0% ± ED SITE SECTIO ('Fu1 ui;ze:.) NO SCALE 36' LOT 28, MAP 14860 INNOVATION WAY PER PLAN 400-8B 10' TOWERS AT BRESSI RANCH 36.8'± >-~ 5' ~ ,!. I :,: ~I PROPOSED LANDSCAPE BERM 6" CURB & GUTTER PER RSD G-2 I I , t 2.0% 2.0% -------------lf -, ------ - - - - - - --.-~~::::'rn'-' ------.....L_ J ' J ', '--------.~ EXIST. 6" CURB & ~ GUTTER PER RSD G-2 SITE SECTION NO SCALE 36' 64' ::,Z w"" ..J ..J w 0.. . "' Uw f-' 0.. ARKING AREA ---rr.;:----~J?~ EXISTING GROUND PROPOSED BIO-SWALE A.C. AND BAS~ PER SOIL ENGINEERS REPORT LOT 25, MAP 14860 10' COLT PLACE A.C. AND BAS~ PER SOIL ENGINEERS REPORT CD 6" CURB & GUTTER PER RSD G-2 TOWERS AT BRESSI RANCH >- i--------v ARIES, 30.3'± MIN. I~ I~ I f- I " °' f, 2% --- 5' I I 2.0% I CENTERLINE STREET ELEV.=404.4± 2.0% EXISTING GROUND~ - ~s't~~ ~ ------i·i 1,0,,, / ---------- i'!·,,,? EXIST. 6" CURB & ·z >"" "j ..J w 0.. ~ffi f-0.. ---- PROPOSED GRADE PROPOSED BIO-SWALE GUTTER PER RSD G-2 SITE SECTION NO SCALE ?~OfESS1~ ~OG.~ g, <-t,;i r.,'c' o_ ~ No. 39016 ili Exp. OJ-31-07 !;J .,.,,~ A * 11': CJVlL./--M.";c- f:"OF CA\..\f PARKING AREA 6" CURB & GUTTER PER RSD G-2 ED PARKING AREA A.G. AND BASE PER SOIL ENGINEER'S REPORT .., -LANG- engineering co. Consultln§l Engineers -Land Planners 561 SAXONY PLACE. SUITE 1018 PHf60~487-1918 ENCINITAS, CALIFORNIA 92024 FAX 760 487-1917 @ 2006 LANG ENGINEERING COMPANY ENGINEER OF WORK I ( -i1 09 Ofp ({ "' ~~ d ;r:<W1'f. 9-5-06 Fi'CHARD G. LAlfG, RCE U DATE DATE LOT 24, MAP 14860 TOWERS AT BRESSI RANCH 7"~ _____ ,;>5'!,0'...cLL,JA~N!!JD"?,SC~A"'P'..eE~Et,!A~S><cE~ME~N'JTc.._ _____ ___J >- !-----..:.W::..A::c;LL=....,:S:c,ETB=AocCK,.,_,Vc::A;.,,R"=IE:c,S ___ --J ~ 3.5' TW ELEV. ::,z w "" ..J ..J w 0.. ~ E5 / 1-a.. 8 fl£V, ·z >"" "j ..J w 0.. / 2% 3.5' TW ELEV. cJ E5 / f-' a. B ELEV. / 2% 4• TW ELEV. BW ELEV. / / Tf ELEV. TW ELEV. BW ELEV. / / ltC.wt. Ii ~ .4'l>. ~..,,._T 44.5'± MIN. f-' I~ 0.. ,!. ~ ~ PALOMAR AIRPORT ROAD l EXISTING SLOPE\ :i:~ _:-.,!:>: __ Z.O% 2.0%_ ,,,,,, ,.-!ffi T\_ _____ ..r l_ ___ t s'-o'i'f.1\1': ,,, ,,, ,,, -==ci, 1--T.--=:..--=.--=.--=. --=.--=. -------- - --I ·> 00:'.,,,, "i· EXIST. 6" CURB & E "B" BROW DITCH, EARTH TONE COLOR SITE SECTIOB! NO SCALE LOT 24, MAP 14860 TOWERS AT BRESSI RANCH WALL SETBACK=12.1'± I~ I :::; l-o ..J LOT 29, MAP 14860 - ITCH, EARTH TONE COLOR SITE SECTIO NO SCALE ; "AS BUILT" ~ ~-, -w.~it 11]J,i-/t1 RCE(.o"J,.-EXP.~~ DATE ;_!:o;;_,rd_uMS 1( / &:,/(( SEPTEMBER 5, 2006 INSPECTOR/ ~ I I DATE I SH~ET I CITY OF CARLSBAD Lfr] ENGINEERING DEPARTMENT 8 SITE SECTIONS FOR: THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14960 APPROV~ coiAD C. HAMMANN JR. !34¼-I /"1 , s;, 1(, --- CITY ENGINEER RCE 33069 EXP.06/30/08 D TE ~L-I ' ~ l'-E'tl-i,lo~=V\' Gll,\,!>lMG ~,/,7 l :'~1.r j OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE /:.<irnAL CHKO BY:_ ., REGISTRATION NO. 39016, EXP. 03-31-07 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY:_~ PIP 05-24 442-2A 11 091107 \ ! ) ! / ' 36' INNOVATION WAY PER PLAN 400-8B >-~ I LOT 27, MAP 14860 TOWERS AT BRESSI RANCH l'i I I 'cl '-' ii' Proposed Building "H" Fin. Fir. = 388. 1 O CENTERLINE STREET ELEV.=380. 7± 5' 10' J._ = 2.0% --= = -= _ _ ~---,-__}'~,---_-__,--i-__ i ---------L J EXIST. 6• CURB & J GUTTER PER RSD G-2 36' INNOVATION WAY PER PLAN 400-8B 1 o· 27'± MIN. PROPOSED GRADE -i:-' ~:J?Th' -7-~_ffi,. --- EXISTING GROUND SITE SECTION NO SCALE LOT 27, MAP 14860 TOWERS AT BRESSI RANCH 29' ± BUILDING SETBACK PROPOSED GRADE -i:-' Proposed Building "J" Fin. Fir. = 383.50 sv0?l►,,, i·J ~oO _,, _,, I/CENTERLINE STREET .,t\$1;,v~:N ~ 5' --.:::TTl===iffi--7-"'~lli ---m~J.lrl' EXISTING GROUND ELEV.=369.1± ~ ,~ ?-~ / t ~@ 2.~ _,,-" = = = =-= = = = = -----.-__J;...~,--T~-,Q=rr---------L _ J EXIST. 6" CURB & J GUTTER PER RSO G-2 ED SITE SECTION NO SCALE <t. Ip_ I 36' LOT 26, MAP 14860 r•------G:--, ,-::T'E=-w'""",y"--R-O_"_D-------J...~~~~~~~---• ,. ,,Li ,. TOWERS AT BRESSI RANCH PER PLAN 400-8A ;1 · ii CENTERLINE STREET ELEV.=387.3± 5' 1 o· 'f 1 LI.. 0 25.9'± MIN. I f-- I '-' ii' I PROPOSED GRADE I I 5"± Proposed Building "J" Fin. Fir. = 383.50 t= 2.0% --======-2.0% :::r _ __J,....J::_1 =-=---,------,'----~------~~_rer \_-J EXISTING GROUND PROPOSED EXIST. 6" CURB & BIO-SWALE GUTTER PER RSD G-2 SITE SECTION NO SCALE 36' LOT 25, MAP 14860 i------:----'~------t-~~~~~---GATEWAY ROAD 10• TOWERS AT BRESSI RANCH PER PLAN 400-8A l :,I ,. I "-0 ,!. 5 37'± ""l~-------------'--=----------5' I l CENTERLINE STREET ELEV.=397.0± I 1 I ·z i:i« _J _J w a_ ------------.-_} LI _ __,F;')lt¥,11J~------t-2.0% -------2.0%_ EXISTING GROUND~ 6" CURB & GUTTER PER RSD G-2 • Ct: (.) w f--a_ PARKING AREA ----------L_ J ' ----...,.---- EXIST. 6" CURB & J "-'' ----.c:'I\ LIJrr .,.,,.---H --m I ED GUTTER PER RSD G-2 36' GATEWAY ROAD PER PLAN 400-8A PROPOSED BIO-SWALE SITE SECTION NO SCALE LOT 26, MAP 14860 TOWERS AT BRESSI RANCH ,-1 =~ < 'f ,_ ________ .=2.:c8·_:_3.='±:....:::M_:_IN.:C. ---------~- 10· "-0 ,!. I '-' ii' -i:-' --:::Ileffi--7-"'~~~ --- .!.ffi~...!..'TT EXISTING GROUND 5' I --I ~•► ij_l CENTERLINE STREET I 0 , t $~o1 ELEV.=397.3± ~$,t. ~ :§;< j_ =~o~ =-:: :::: :::: :: '"."__ --~ ~,'~ i -------L. J EXIST. 6• CURB & _J GUTTER PER RSD G-2 BEOCO COPOLYMER POLYPROPYLENE STEP OR EQUAL MARCON PRECAST ACCESS HOLE SHAFT OR EQUAL PROVIDE LANDING WITH 3' DIAMETER ACCESS OPENING. ALIGN OPENING TO ALLOW UNIMPEDED VIEW OF THE~~L INVERT FROM THE TOP OF THE CLEANOUT. NOTE: 4' DIAMETER 18" MAX. I2' OR 3' CONE VARIES, 7' MIN. TO 15' MAX 8 SITE SECTION NO SCALE ISLAND WIDTH (W) VARIES-SEE PLAN FACE OF-... 6" CURB ' - X=1C ELEV. PER PLAN • <O ~ A A.C. AND BAg PER SOIL ENGINEERS REPORT Proposed Building "R" Fin. Fir. = 389.50 • . i----J 4 • • ,I! '4 • • ,!I •. • • 6" CURB & GUTTER TYPE "G" PER RSD G-2 EXPANSION JOINT SECTION A-A NO SCALE 1. SEE SDRSD D-10 & 0-11 FOR ADDITIONAL DETAILS & NOTES. ED CURB BREAK IN (PVT.) _,,.:;:. I Ii I ' ~ \ 1/ 6' MODIFIED TYPE "A-5" CLEANOUT 5 N.T.S. ~l'-ofESs1~ / ' -LANG-~OGq] % ' . <-ti;~ c,,Q:-j;)_ engineering " No. 39016 z 00. "" 'Ii Exp. 0.3-31-07 ';J """'~ A ,._ Consultln!i! Engineers · Lend Planners ~~ c,v1\.. ~'if" 561 SAXONY PLACE, SUITE 1018 PH~760~4B7-1918 OF CA\..\°t ENCINITAS, CAUFORNIA 92024 FAX 760 4B7-1917 @ 2006 LANG ENGINEERING COMPANY . ENGINEER OF WORK ~--e .dXa-rJ= t?-5-tJG RfcHARD G. LA,::jG, RCE DATE REGISllRAllON NO. 39016, EXP. 03-31-07 y-5' - . I li-z."111 ,; ""'-AJ\ A~-1!,..,,-.--r DAl'E INITIAL ENGINEER OF WORK REVISION DESCRIPTION NO SCALE "AS BUILT" . ~:~w.~~ ~mL RCE J :::: EXP. /(}2J.u_ DA TE :~EWED -~y'.AI~_ 1 l,l~c,L/( SEPllEMBER 5, 2006 INSPECTOR/. ~ DATE I SH~ET I CITY L[J OF CARLSBAD ENGINEERING DEPARTMENT 8 SlllE SECTIONS FOR: THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14960 A:;~v~~AD C. HAMMANN JR. ~jl,l•t CITY ENGINEER RCE 33069 EXP.06/30/08 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~f_ PIP 05-24 442-2A OTHER APPROVAL CITY APPROVAL RVWD BY: ~ • 110806 ! I I I I I =:= zcsu:-= I\\ ~iF \\ I I J0 I ~ \ \'1 EXIST. FIRE. HYDRANT I I . I I "\ \ EXIST. 12" WA TE.RUN[ (PER PLAN 400-8B) I \ I ~ i \ I I \ . \ \ \ \ / ~2iiRb1R~L VES 1 \~ , /EXIST. 30" RCP STORM r 1 /r'. 1;, (P~R PLAN 400-80)\ 8 1 r , . I c:, 'Jq; , ' ~ ~/;/,J I I 511 :~1 72' ROW 52' F/C -F/C ➔1-k~'Vo/' «l ·Y"f-.._, 11 II ::... I ~ ,,,,,J,AV-•v-v,v <xh•Tx> 11 ~ 5/ . I II <Cb' I a iv ~~ &-.; " r ..... .,. N, 11./, ;:..:-'/, ,.,.. J✓-- 11 ~~ II ~t ~I ~ I~ / 1 , EXIST. ELECT/CAL i I ,(97~:; VAULT ~I ~j. RI HA TC/1 ARE.A IND/CA TES ABU TT[RS RI HT OF ACCESS .RE.LJNQU/SH[O PER MAP NO 14600 ' ' I rl EXIST. IRRIG.-t- CONTROL VAL VE. 383. 9TCI c:, MEE i:j INSTALL R1 -1 STOP 1.. I '-"&...z SIGN & LE~~ND / ' ' ' .. • 12 WT,@t• EXIST. .. 8" .R. [CLAIM WA /ERLINE.I (PER PLAN 400-88) 'v ;;: I I' I I 2:J NOTE: I 11oi , ,J.,.;; SAW CUT AND REMOVE 70 L.F.T __ ;: EXIST. CURB & GUTTER AND :_i:-c 1' ASPHALT TO INSTALL NEW APRON. II I I ~ 1--+--tt·rr--· ----~ RELOCATE EXIST. IRRIGATION METER (SEE SHEET 8 FOR NEW LOCATION) NOTES 1. FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS OTHERWISE NOTED. IN THE CASE OF CURB & GUTTER: LIP ELEV. = TC-0.37' 2. SEE LANDSCAPE PLANS FOR DETAIL OF FLATWORK AND PLANTER AREAS 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 THE ENGINEER OF WORK AT NO GREATER THAN 20' INTERVALS. 5. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT. 6. STANDARD CURB TRANSITION TO INLET IS 10' UNLESS SPECIFIED OTHERWISE. EXISTING EASEMENTS ® DRAINAGE EASEMENT PER INSIRUME.NT NO. 1992-0793169 TO REMAIN. © SIGHT DIS TAN CE CORRIDOR PER MAP NO. 14600 & MAP MAP NO. 14960 TO REMAIN. LANDSCAPE MAINTENANCE EASEMENT @ PER MAP NO. 14960 TO REMAIN. ® PUBLIC UTILITY EASEMENT TO SDG&E PER INSIRUME.NT NO. 2005-0294004 TO REMAIN. 11 BOUNDARY TABLE CURVE RADIUS DELTA ARC LENGTH Cl 336.00' 05'14' 46" 30.76' C2 25.00' 89'59'58" 39.27' C3 2937.00' 15'15'44" 782.35' SHEET KEY MAP SCALE: 1"=600' 20' -----~ CONSTRUCTION NOTES OJ 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2 (I] 6" CONCRETE CURB PER SDRSD G-1 Ill CONCRETE SWALE PER DETAIL EB I±] 8" PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE 8" PVC WATERLINE INSTALLATION PLANS PER DWG 422-2. ~ PRIVATE SANITARY SEWER, SEE SHEETS 12, 13, 14 (§] CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT II] CONCRETE SIDEWALK PER ARCHITEcrs PLAN (§] P.O.C, FOR BUILDING SEWER -{5' OUTSIDE BUILDING FOOTPRINT) I]] P.O.C. FOR DOMESTIC WATER SERVICE -(5' OUTSIDE BLDG FOOTPRINT) Ii] P.O.C. FOR BUILDING FIRE SERVICE -{5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY [j] P.I.V., O.D.C.V. & F.O.C. ASSEMBLIES, SHOWN FOR REFERENCE ONLY fl] PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY. DESIGN INSTALLATION & SPECIFICATIONS BY OTHERS ll] 18" CURB BREAK FOR DRAINAGE PURPOSES [11 TRASH ENCLOSURE, SEE ARCHITEcrs PLAN FOR DETAILS fiIJ 2" IRRIGATION SERVICE, METER AND BACKFLOW; SEE PLAN 422-2. [Il MOW CURB PER LANDSCAPE ARCHITEcrs PLAN [zl RETAINING WALL DESIGN PER SDRSD C-4, SEPARATE PERMIT REQUIRED. [ii PROPOSED ELECTRICAL TRANSFORMER PRIVATE STORM DRAIN "A" PIPE TABLE NO. BRG./RAD. LENGTH SLOPE 0100(cfs) V100(fps) COMMENTS A9: N09'52'26"E 106.13 2.00% 19.65 6.12 24" HOPE CA65: N34'00'07"E 83.07' 1.48% 4.62 3.77 15" HOPE NOTE: ALL STORM DRAIN PIPE SHALL HA VE WATER TIGHT JOINTS AND BEDDING PER D-6O PRIVATE STORM DRAIN "A" STRUCTURE TABLE NO. DESIGN INFORMATION @ TYPE F CATCH BASIN; TOP STRUCT. = 385.63 INV. 24" HOPE IN = 377.11 (A}1\\ INV. 24" HOPE OUT = 376.86 A9 CA4d TYPE A CURB INLET TOP STRUCTURE = 390.31 INV. 8" PVC IN = 384.17 (A69) INV. 18" HOPE IN = 382.84 (A41) INV. 18" HOPE OUT = 382.59 (A39) CA66 TYPE C CURB INLET TOP STRUCTURE = 387.93 INV. 8" PVC IN = 383.62 (A67(. INV. 15" HOPE OUT -380.37 A65l HVOROSEEO MIX PER APPROVED PLAN 442-2L LATIN NAME COMMON NAME SEED PER ACRE BROMUS HORDEACEUS BLANDO BROME 24 LBS. TRIFOLIUM HIRTUM 'HYKON' HYKON ROSE CLOVER 10 LBS. VULPIA MYUROS 'HIRSUTA' ZORRO ANNUAL FESCUE 6 LBS. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY VEGETATED BIO-SWALE 710 L.F. "AS BUILT" i/.a~tt=W-¥~ JJfL~,_..,._11 ~ RCE(oh..J./S... EXP.~~!,_ DATE --'=C'!=~=-----.L--~--=~=---~ ·• .. ~~ (/ Scale: 1• = 20' REVIEWED BY: ,; / /J if- AUGUST 19, 2009 INSPECTOR ) DA E ,,,,----------1-~=-===-r::~=--=++ -==--==--==--==--==--==--==--==--==--==--=i=i---==-1::1=_ -==-'::::=_ -=]-" :.:.::.==-~jr;l:;s=.;H6E;;ET~I ~C:;;;IT;;Y~O:;:::F;::;:=C:::A=R::::::::LS=B:::::=A=D~I ~s~I -~ A ~ G-:==='-'===EN=G=l=N=EE=R=IN=G=D=E=PA=R=™=E=N=T==='-'==== ang I near Ing co. ROUGH GRADING PLANS FOR: Consultlng Engineers Lend Planners 1----t--+---------------f----+---l---+---l THE TOWERS AT BRESSI RANCH 6110 INNOVATION WAY PH(760)692-1950 1----+---1------------------1----1---l----l----1 LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 CARLSBAD, CALIFORNIA 92009 FAX(760)692-1951 MAP NO. 14960 @2009 LANG ENGINEERING COMPANY l-;-:,;-::--~t--f-l<'--;--:--=-------------+--+--l----1----J ~~~~c:==:::c~:================== '1,Ll-iq!>.).I..__· '1>-J L..T APP~D..;./J_AYIO!tJHjUSER & REPLAC!:S DELTA 2 SHEET SIGNED 08 15 07 tiel/1 ') 11,,-0=.µ,""--I M' L../,6k r~E'f4/'Z04 &:,f 5/~j,,__gfn/M_ i==='t--"R"'GL'-l"&.~R-"'E'-PLA=""C!:,cS,._,,,SH_,,E"'-ET'-"ORe,,IG,;,l"'NA:,,,L,=.LY'-='Sl,e,GN_,,E°'D-'1.','.0t..!1~6l.'.0~6c___-J-__ -l---1----1-----1 DEP CITY ENGINEER PE 33081 EXPIRES 6 30 10 DA TE =~~'t-cc;;R,';'GL;;---rLl'l,~A~D~D=ED'-=-ST,._,0'-P-'S"'IG,,.,N_,A.=.Ne,D_,LE=G"'E="N"'-D-------1---1---+----+-----l ~~~~==~~==~~===::='=;~ r=-=-=-=-=-=-=-=-,~ ' IN TIAL OWN BY; PROJECT NO. DRAWING NO. I DATE INITIAL DATE INITIAL CHKD BY: (E,VV REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: PIP 05-24 442-2A ENGINEER OF WORK ,~"G: ~A1l~cr'~J-D:;E/9-t:19 REGISTRATION NO. 39016, EXP. 03-31-11 ENGINEER OF WORK 102909 I I I I I I I I I I I I I I I I I I I 'I I I '"li<X>'.X. I~ I -co 1-w w X ,.,, w w ,.,, -I I I I I I I I I I I I I I I I I I I I I I I 1. 2. 3. 4. 5. 6. NOTES FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVA llONS UNLESS OTHERWISE NOTED. IN THE CASE OF CURB & GUTTER: LIP ELEV. = TC-0.37' SEE LANDSCAPE PLANS FOR DETAIL OF FLATWORK AND PLANTER AREAS ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION CONCRETE DRAINAGE STRUCTURES PLACED AT LESS THAN ONE PERCENT MUST HAVE GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER THAN 20' INTERVALS. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT. STANDARD CURB TRANSlllON TO INLET IS 10' UNLESS SPECIFIED OTHERWISE. EXISTING EASEMENTS LANDSCAPE MAINTENANCE EASEMENT PER MAP NO. 14960 TO REMAIN. CURVE C3 C4 BOUNDARY TABLE RADIUS DELTA ARC LENGTH 2937.00' 15'15' 44" 782.35' 2931.00' 00·39' 37" 33.78' X /(X. · . . ,/,/, '"· X - - --(SEE SHEET 91-- - ------------ SHEET KEY MAP SCALE: 1"=600' -LANG- engineering co. Consulting Engineers Land Planners 6110 INNOVATION WAY PH(760)692-1950 CARLSBAD, CALIFORNIA 92009 FAX(760)692-1951 © 2009 LANG ENGINEERING COMP ANY ENGINEER OF WORK W/. I? /t ;(~ ?-11-d'l ~A~C ~cE -er -D-A-TE~--- REG1srRA r10N NO. 39016, EXP. 03-31-11 \ \ " c., u \ ( r \ \ \ \ \ 20' CONSTRUCTION NOTES m 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2 ~ 6" CONCRETE CURB PER SDRSD G-1 Cl] CONCRETE SWALE PER DETAIL ffi [1) 8" PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE 8" PVC WATERLINE INSTALLATION PLANS PER DWG 422-2. [fil PRIVATE SANITARY SEWER, SEE SHEETS 12, 13, 14 (§) CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT [z) CONCRETE SIDEWALK PER ARCH! TE CT'S PLAN (§) P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTPRINT) I]] P.O.C. FOR DOMESTIC WATER SER~CE -{5' OUTSIDE BLDG FOOTPRINT) [g P.O.C. FOR BUILDING FIRE SERVICE -{5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY [j] P.I. V., D.D.C. V. & F.D.C. ASSEMBLIES, SHOWN FOR REFERENCE ONLY ~ PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY. DESIGN INSTALLATION & SPECIFICATIONS BY OTHERS [,j 18" CURB BREAK FOR DRAINAGE PURPOSES 181 TRASH ENCLOSURE, SEE ARCHITECT'S PLAN FOR DETAILS [§ 2" IRRIGATION SER~CE, METER AND BACKFLOW; SEE PLAN 422-2. [§I MOW CURB PER LANDSCAPE ARCHITECT'S PLAN [Ll RETAINING WALL DESIGN PER SDRSD C-4, SEPARATE PERMIT REQUIRED. fl] PROPOSED ELECTRICAL TRANSFORMER HVDROSEED MIX PER APPROVED PLAN 442•2L LATIN NAME COMMON NAME SEED PER ACRE BROMUS HORDEACEUS BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' HYKON ROSE CLO~R VULPIA MYUROS 'HIRSUTA' NO. l([\33: PRIVATE STORM DRAIN "A" STRUCTURE TABLE ND. DESIGN INFORMATION (A34) 12" x 12" DRAIN BOX -GRATE ELEV. = 395.00 INV. 8" PVC IN = 392.39 (A35) INV. 8" PVC OUT = 392.39 (A33) PRIVATE STORM DRAIN "A" PIPE TABLE BRG./RAD. LENGTH SLOPE 010o{cfs) V100{fps) COMMENTS N10"()6'32"W 76.87' 8.33% 0.11 0.35 8" PVC NOTE: ALL STORM DRAIN PIPE SHALL HA VE WATER TIGHT JOINTS AND BEDDING PER D-&O REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY ~GETATED BIO-SWALE 115 L.F. 0 20' 40' ----- Scale: 1" = "AS BUILT" ~.lt.~.J.li.'if-t.l... ~~ _ 11.f 2 2/u RCE<.th1s. EXP.fh/'b/13.. DATE AUGUST 19, 2009 INSPECTO ~li, D~ l---+---l---------------+--+---t---t-----1 I SH7EET I CITY OF CARLSBAD ~ ~==='-===E"'N:'::'G"'IN::::E::E:::R:::IN::G::::::DE"'P:::::A:::R:::::T:::M::::EN:::T:::::::==:::'.'::~==~ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ROUGH GRADING PLANS FOR: THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02•15 MAP NO. 14960 DWN BY:~~~ DA TE INITIAL DATE INITIAL CHKD BY· CW f-----~--t---~---1 PROJECT NO. PIP 05-24 DRAWING NO. 442-2A D111ER APPROVAL CITY APPROVAL RVWD BY: 102909 I I I ~ ~ ~'& ;.o I 11 11 I I EXIST 8" RECLAIMED WATERLINE (PER PLAN 400-88) f~ I I "&,, MEE EXI EXIST £LEG TRANSORMER / EXIST IRR!G. CONTROL VAL VE I I / EXIST 12" WA TERLINE (PER PLAN 400-88) ' ' 0 ,,., w Q_ 0 __, lfl '-.,, ) ' ' ' I : , 24" C,URB BREAK ,, B.5' \ 386 4TC B.5' "' 115 B.5' 1.25 7T --" 389 H.P. 31 .89' 11 ! I I 11 11 11 rl rl 11 ~I '" t 0 w lfl 0 Q_ 0 I I BUILDING G \ gi u· ~~~M ~~S ehl. :\\=====:::::::\{J-',--t---{ TC '-.,, 387 B.O' J-ac _3 88 _ 95TC I 389.85TC MIO ~o ., "" ' " "' pc "' EXIST IRR/Gi-----CI CONTROL VALVE ll<l • "' '" cc ... • 0 0 z ..,_-+--+,-~12''w ----+--<)H'~t+12"w I ~, //, 11 u-;'Q ' / HATCH AREA IND/CA TES ABUTTERS RIGHTS OF ACCESS RHINQUISH£D PER MAP NO. 14600 ' 72' RO W i-+--++-++---c---'-c"-~~-+--+-t+-~-i111r 1..-+-Y I 52' F /C -F /C I I I 11 'N 11 \r~ EXIST TH£. MANHOLE/ , EXIST. 30" RCP STORM (PER PLAN 42 1-3)' (0700=52.91 CFS) ~~~ I "' Q_ "' "' "' FIN. FLR, -385.50 PAD ELEV. -384.60 \ 385 \ \ 385.5DFF 0.60% \ \ \ a . · · \ · .. ···· 111=1.\!L.&.. TC 11 EXIST 8" SEWER -:--J [g '-" I (PER PLA':1 , 400-88) /c-~-,] / ~ w Q_ 1~ ~ I 1 1 RE MOVE EXISTING 8" SANITARY 1/,/' EXIS TING 8" SANI TAR Y SEWER ,, SEWER TO PROPERTY LINE 11 //,/ 1/TO B£ REMOVED I 'I ~LUG END PER SD/RSD WP-03 l, 1// BUILDING ff 0 __, lfl ... "' ,;.; "' ' I __I, FIN. FLR. = 386.10 ~I "'--'> / ,"' '" \PAD ELEV. 385.20 i lgi \ 0 "' w "' lfl "' 0 ( . Q_ 0 I ~I "'/ ~ " ~ \ \ "' Q_ ~"i I I 'er>& "'~i / 11 B"RW -~ ~ ~u I i --.::i::--.::i:: 11011 u3 C: l~I !" "' I I v"__c, ,5' ~ I I I I EXIST. IRRIG. CONTROL VALVE I I ' \ @ @ (!) I I --- EXISTING EASEMENTS LANDSCAPE MAINTENANCE EASEMENT PER MAP NO. 14960 TO REMAIN. FUTURE (UNDRECORDED) 30' PR/VA TE SEWER & DRAINAGE EASEMENT AS DESCRIBED ON MAP NO. 14960 WILL NOT BE USED. PUBLIC UTILITY EASEMENT TO SDG&£ PER INSTRUMENT NO. 2DD5-0294DD4 TO REMAIN. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY VEGETATED BIO-SWALE 85 L.F. C-0-S TREATMENT UNIT 1 EACH 1. 2. 3. 4. 5. 6. "' ii ~ "' I "' .. ,., "' 384.71 C • 385 (ID NOTES a 1·w - I FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS OTHERVv1SE NOTED. IN THE CASE OF CURB & GUTTER: LIP ELEV. = TC-0.37' SEE LANDSCAPE PLANS FOR DETA IL OF FLATWORK AND PLANTER AREAS ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION CONCRETE DRAINAGE STRUCTURES PLACED AT LESS THAN ONE PERCEN T MUST HAVE GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER THAN 20° INTERVALS. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT. STANDARD CURB TRANSITION TO INLET IS 10° UNLESS SPECIFIED OTHERVv1SE. 18' 386.0 TC 6"S- SHEET KEY MAP SCALE: 1 "=600' 385.95T 1/) i,, 386.02TC v' "''-" -2.10% 8.5' \ .42TC 6 .. BUILDING K FIN . FLR. = 386.50 \ PAD ELEV. = 385.60 ~ 0~ \ '" '" ex, Ch \ \ "' \ "' 386. \ BUILDIN G K FIN. FLR. VARIES ~ 0 ~ \ <?,, (!> ;__,s Cf,, "' 60TC -2.00,i; 8.5' \ 389.00FF BUILDING K FIN. FLR. -389.00 P AD ELEV. = 388.10 .· \ 388.89TC EXISTING 30" STORM DRAIN LIN£ TO B£ REMOVED \ PAD ELEV. = FF-0.9' -~-II __ _ \ EXISTING 2 4" STORM DRAIN \ UN£ TO 8£ REMOVED 25' 385.84TC H.P. . ----,· 387 ,, ' 387.40FF ✓ ,.__ / ---7 387.14FF 387.06FF ( \ BUILDI NG L ( FIN. FLR. VARIES PAD ELEV . = FF-0 .9 ' \ 11----------1---+-387--- "' ") I \ \ /387.32FF \ \ 387. 7FF \ 387 03FF FLOOR SLOi E = 0.50% « ,, ,• ' ' ' ' ' ' ~ I < ' ' 386.97FL ' ' ' ' '' :::. j '' ' ' ' , ' " ' ,l..r l' "' ' I" V . \ ' ' ' -, . ' ' ' \ ' ' ' ' 386.1 ,?fl ' ' " , ' ' . ' ' , ' -, '' I • ,:_ < " " ' " ' · :5b\ : ,i ' ~ ' , ' ' ' ' ' ' ' ' ' ' , '' ' ' ' ' ' ' 387.37FF I ' \ 387.Q3FF \ ~ 0 "' .o w Q_ g lfl TC° ' ' ' ' "' 1§] ,\ ... \ ' ,, ' 387.60FF -\---.. -.. ?,'l>'I> "387. ' -, •" ;,, \ ' ,.,. ?,'1>1 " 2 TC ' 7. 8TC \ lr----=+-c.WI 387.28TC 387.48iil f \ \ \ ~ ·. r-'--' f -~ \ . I ,--:-c ~ 387.00T~ '\ 38T.-.26FF ""••. rr 8 .69TC \ ~. I ' ~ 1111AA.61TC IMIO-- - - - - --ISEE SHEET 10t-- - - - - 20 - -- - - -------------------- PRIVATE STORM DRAIN "B" STRUCTURE TABLE NO. :816 :818 DESIGN INFORM ATION TYPE A-4 CLEANOUT; RIM ELEV. = 385.05 INV. 12" HOPE IN = 376.97 (B17) INV. 12" HOPE OUT = 376. 72 (Bl 5) TYPE A CURB INLET TOP STRUCTURE = 384. 71 INV. 12" HOPE OUT = 379.83 (817) NOTE: ALL STORM DRAIN PIPE SHALL HA YE WATER TIGHT JOINTS AND BEDDING PER D-110 . D Scale; ~l'-QfESS1~ ~~OG < "',:;-(J . (\':% No. 39016 " m Exp. 03-31-11 m "' -':,~ C/y\\._,,t-.-~ OF CA\..\~ 20' 40' 1· = 20' -LANG-. . eng1neer 1ng co. ~onsultln~ ~n ~Tnaars • Lend Planners 6110 INNOVATION WAY PH(760)692-1950 CARLSBAD, CALIFORNIA 92009 FAX(760)692-1951 lc\2009 LANG ENGINEERING COMPANY ENG INEER OF WORK ",.~ '" -:::w,.__ A~-~..,11. T \ .._, ' - PRIVATE STORM DRAIN "B" PIPE TABLE 1:u,. ... R A: A'~--08/19 '09 RGL REPLACES DELTA 2 SHEET SIGNED 08 /15/07 ,..., Pi NO. BRG./RAD. DELTA LENGTH SLOPE Q1--(cfs) V1--(fps) COMMENTS 1~ 2479.oo· 2"27'25" 106.31' 3.00% 0.79 1.04 12" HOPE 17; N89"33'06"W 95.45' 3.00% 0.85 2.99 12" HOPE l'-1~-0"f 08/06/0' " REPLACE S SHEET ORIGINALLY SIGNED 10/16/06 RGL RICHARD G. LAffG, RCE 0 DATE DATE INITIAL REGISTRATION NO. 39016, EXP. 03-31-11 ENGINEER OF WORK REVISION DESCRIPTION \ \ "' "' "' \ \ 91.53TC ~ "\l 390.06TC CTl · ,;>&. '9 389. ~389.13T / -OI ~ w w J: Cl) w w Cl) - 388.18TC ( ,_ . .,,,09c.e,TCJ'"'c\=~ MID 388.16TC "' "' I '\, / / \ ----~ ' .. --v_\ I "1,-.INI . DATE INITIAL DATE CONSTRUCTION NOTES [I] 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2 [l] 6" CONCRETE CURB PER SDRSD G-1 [j] CONCRETE SWALE PER DETAIL ffi [II 8" PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE 8" PVC WA !ERLINE INSTALLATION PLANS PER DWG 422-2. (fil PRIVATE SANITARY SEWER, SEE SHEETS 12, 13, 14 ffil CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT [l] CONCRETE SIDEWALK PER ARCHITECT'S PLAN (ID P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTPRINT) (ID P.O.C. FOR DOME STIC WATER SERVICE -(5' OUTSIDE BLDG FOOTPRINT) [g P.O.C. FOR BUILDING FIRE SERVICE -(5° OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY [i] P.LV., D.D.C.V. & F.D.C. ASSEMBLIES, SHOWN FOR REFERENCE ONLY [11 PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY. DESIGN INSTALLATION & SPECIFICATIONS BY OTHERS ~ 18" CURB BREAK FOR DRAINAGE PURPOSES [11 TRASH ENCLOSURE, SEE ARCHITECT'S PLAN FOR DETAILS ~ 2" IRR IGATION SERVICE, METER AND BACKFLOW: SEE PLAN 422-2. Ii] MOW CU RB PER LANDSCAPE ARCHITECT'S PLAN [1l RETAINING WALL DESIGN PER SDRSD C-4, SEPARATE PERMIT REQUIRED. ij] PROPOSED ELECTRICAL TRANSFORMER PRIVATE STORM DRAIN "A" PIPE TABLE NO. BRG./RAD. DELTA LENGTH SLOPE Q100(cfs) V100(fps) COMMEN TS A1"' N90VD'OO"£ 58.55' 3.60% 57.07 11.31 30• RCP A3'"' N90"00'QQ"E 2.25' 14.67% 57.07 11 .31 30" HOPE A5 ) N02"38' 41 "W 41.34' 2.00% 20.93 6.51 24" HOPE (A7"' N02"38' 41 "W 125.59' 2.00% 20.53 6.39 24" HOPE A9) N09"52'26"E 106.13 2.00% 19.65 6.12 24" HOPE A1 j) 05"50'11"E 238.24' 1.50% 17.66 5.51 24" HOPE A13Ji 89.21'31 "E 380.88' 1.66% 9.96 4.96 24" HOPE ,1 3) ~8T21'19"E 27.00' 30.37% 0.60 1.72 8" PVC I< 1tv N9o·Do'Do"E 120.74' 2.4D% 36.32 7.18 30" RCP 11) N0374'24"W 92.07' 1.46% 36.21 7.16 30" HOPE 19) N85"39"01 "E 39.14' 1.30% 24.06 4.79 30" HOPE "A2j) 942.00' 13"18'22" 218.76' 1.30% 20.94 4.19 30" HOPE 1\21~ N86"57'12"E 117. 70' 1.30% 20.94 4.19 30" HOPE 23l N86"58'12"E 39.81' 2.00% 8.77 5.98 18" HOPE 3$ N51.32'58"W 115.48' 1.30% 7.54 5.36 18" HOPE ,5V S58"03'54"E 55.25' 8.36% 0.12 0.32 8" PVC I/ 5$ S85"47'03"E 43.12' 10.00% 0.06 0.93 8" PVC ,_A6 i) N1373'46"W 34.05' 3.52% 13.67 4.35 24" HOPE 6 N64"38' 46"E 30.91' 5.00% 8.95 7.29 15" HOPE I/ 6 N34"00'07"E 83.07' 1.48% 4.62 3.77 15" HOPE - NOTE: ALL STORM DRAIN PIPE SHALL HA YE WATER TIGHT JOINTS AND BEDOING PER D-110 PRIVATE STORM DRAIN "A" STRUCTURE TABLE NO. DESIGN IN FORMATION <@) TYPE A-4 CLEANOUT, RIM ELEV.=377.65 /NV. 30" RCP IN=367.63; /NV. 30" RCP IN=367.38(A1) /NV. 30'" RCP OUT=367.13 @) CDS TECH. UNIT, RI M ELEV.=380.00; MODEL PMSU30_30 INV. 30" HOPE IN/RCP OUT=369.50(A31/(A1) ~ TYPE A-4 CL£ANOUT, EX. RIM HEV.=378.50 ADJUST RIM TO ELEV.=382.25 INV. 24" HOPE IN =371 .15(A5); /NV. 30" RCP /N=370.15(A 15) INV. 30" HOPE OUT=369.82(A3) @ 8" LUG; INV. 8" PVC IN=372.40(A1J(I INV. 18" HOPE IN/OUT=371.98(A7) A5) @ TYPE F CATCH BASIN: TOP STRUCT.=382.13 INV. 24" HOPE IN=374.74(A9); INV. 24" HOPE OUT=374.49(A7) @ TYPE F CATCH BASIN: TOP STRUCT.=384.33 INV. 24" HOPE IN=380.93(A13A);INV. 24" HOPE OUT=380.68(A11 ) <ill> TYPE I CATCH BASIN GRATE ELEV.=384.60: INV. 8" PVC OUT=380.60(A13) @) TYPE A-4 CLEANOUT: RIM ELEV.=385.07 INV. 8" PVC IN=375.13(A57); IN V. 30" HOPE IN=373.30(A17) /NV. 30" RCP OUT=373.05(A15) @ TYPE A-4 CLEANOUT; RIM ELEV.=384.52 INV. 24" HOPE IN=375.89(A61); INV. 30" HOPE IN=374.89(A19) INV. 30" HOPE OUT=374.64(A17) @ TYPE I CATCH BA SIN: GRATE ELEV.=384.60 INV. 30" HOPE IN=375.65(A21l; INV. 30" HOPE OUT=375.40(A19) ~ TYPE A CURB INLET; TOP STRUCTURE=390.31 INV. 8" PVC IN=384.17(A6~(; INV. 18" HOPE IN=382.84(A41) INV. 18" HOPE OUT=382.59 A39) @ 12" x 12" DRAIN BOX; GRATE ELEV.=386.00 INV. 8" PVC IN=379.75(A59); INV. 8" PVC OUT=379.75(A57) @ 12" x 12" DRAIN BOX GRATE ELEV.=386,00: INV. 8" PVC OUT=384.06(A59) @ TYPE I CATCH BA SIN; GRATE ELEV.= 383.85 INV. 15" HOPE IN=377.34(A63): INV. 18" HOPE OUT=377.09(A61) @}) TYPE F CATCH BASIN; TOP STRUCTURE =385.62 INV. 15" HOPE IN=379.14(A65): INV. 15" HOPE OUT=378.89(A63) @) TYPE C CURB IN LET: TOP STRUCTURE=387.93 INV. 8" PVC IN=383.62(A67); INV. 15" HOPE OUT=380.37(A65) "AS BUILT" ~,(W·~u u/i:z,/11 RCE u&!,s EXP . .::.;~~:!. DATE REVIEWED ~l " n /1,~/1( ::::::7 -I ,-, ... _, INSPECTOR/ .,. AUGUST 19, 2009 DATE I SH~ET I CITY OF CA RLSBAD m ENGINEERIN G DEPARTMENT 8 PRECISE GRADIN G PLANS FOR; THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14960 ~p~;D;~AVlc AM ER /,~ , ·~~ .,_.!.-· ""...,_,,., eJAP. v51h1 e, L,ID DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/10 DAIT DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY:C:W OTHER APPROVAL Cl TY APPROVAL RVWD BY: PIP 05-24 442-2A -co I-w w ::c en w w en - ~", r;#/ ½b,. "8. . _ ___.:'-c--_1-..-~~--_L_----~,--~8"W----'------\"-\_:::gt --_:::~'<c---_j.._ u' , 393.41TC o.,. \ 8"W C 391 .53TC 9 .OOTC '\~--11\ -+---11 \ ~ I il\-1',,--;;>~ "' -----\.---il \ ~ ~ \ ,,, -:::--_,. 18' ;,., oci '--\,----j --~,1 .~----11} .-------J1 I g\j,1rtr'--- :;-----1 I ., I ~ 1110 39 3JTC 393. TC (\ 8.5' 39 09TC 93. 7TC 1.0,C 394 ITC 1 39 .75TC --393--1.0 -394-- SOAL~ - 392.20TC 18"SD..,.. lllll-- C 39 .4 TC 1110 - --s"S \ 3 392.70T 393. STC J93.67TC (/) • ID 25' 18' 391.43P ~ 39 .04TC \J91.26P 2 1--Jh---j ---=:__i,m "' . , <O "' 'J, "°< "-BUILDING 0 92.64FF FIN. FLR. = 393.75 PAD ELEV . = 392.80 \~ 392.75FF \ \ \ \ \ \ BUILDING 0 \ 392.67FF ' c • ! \ . ' 392.SlFF\ ' , < ' ' FIN. FLR. VARIES PAD ELEV. = FF-0.9' [ID '.~; l~---===:=h-~--~[g ; Ir\ \ ~ , ·1:' \ci < ~ 392.35FF , j ,. 392.32FF J9J.7JTC H.P. 394.45TC 393.63TC ' ' < ' \ ' f I I ' ~ 3C;: , I 92.1 BfL ' , \,/ ~D.BRK. ,• • 4 1 I· ' < < I < < I< ~ ; , , ~ . . I~~ <' L , <f. (D < •' 3~961'L · .. '•' ' <, , ' . ,(_ ',\ < < ' ··I ' ', , . ' I ! L-,::·/1 _i _ \ / .· '\ \ 392.02FF 1. 2. 3. 4. 5. 6. NOTES FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS OTHERWISE NOTED. IN THE CASE OF CURB & GUTTER: LIP ELEV. = TC-0.37' SEE LANDSCAPE PLANS FOR DETAIL OF FLATWORK AND PLANTER AREAS ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION CONCRETE DRAINAGE STRUCTURES PLACED AT LESS THAN ONE PERCENT MUST HAVE GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER THAN 20' INTERVALS. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT. STANDARD CURB TRANSITION TO INLET IS 1 O' UNLESS SPECIFIED OTHERWISE. @ © EXISTING EASEMENTS LANDSCAPE MAINTENANCE EASEMENT PER MAP ND. 14960 BOUNDARY TABLE TO REMAIN. PUBLIC UTILITY EASEMENT TO SOG&:E PER INSmUMENT NO. 2005-0294021 TO REMAIN . CURVE C5 C6 C7 RADIUS 60.00' 60.00' 90.00' DELTA ARC LENGTH 90·00·00· 94.25' 18'43' 4 7" 19.61' 18'43' 4 7" 29.42' REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY VEGETATED BID-SWALE 60 L.F. \ -_\', e,"S __><c~ .. \· "[fil 394.90TC \ , P .• 39~ s:)&/ ~ / / -~ lo 393.6G 2' CONC. SWALE Cl 1.00% MODIFIED EB 393.7 F BUILDING P 3.57TC 393.SOTC FIN. FLR. -393. 75 b:.,.._--=ai PAD ELEV. = 392.80 " ~ V 392.67FF \ 392.75FF \ \ \ \ FIRE LINE & DOMESTIC WATER SERVICE TO BE INSTALLED BY \ UNDERGROUND CONTRACTOR (TYP.) 392 51FF \ \ \ 392.35FF \ BUILDING P \ \ FIN. FLR . VARIES PAD ELEV. = FF-0.9' 392.19FF .., 0 "' D w Q. \ (/)3 "' 0 0 _, u,_ 20' 39 .43TC 92.71FF ·. IZ:l \ 392.48FF 392.39FF \ 0 20' .------= Scale: 1 • = 20' 392.JSTC TC "'· £ \ 392.14TC 18' 40' 25' I '\ I I \ \ I \ \ \ \ \ \ \ MAP \ \ \ \ \ \ 14960 \ ".. 0 \ \ \ \ MEET EXIST. NOTE: \ SAW CUT AND REMOVE 51 L.F. EXIST. CURB & GUTTER AND, \ \ 1' ASPHALT TO INSTALL NEW APRON \ \ / /1\ - \ //" \ /)< s"S RETAINING WALL PER SDRSD C-4 SEP ARA TE PERMIT REQUIRED ...____ ......... EXIST. FIRE HYDRANT (PER PLAN 421-3) I EXIST 12 " WATERLINE/ (PER PLAN 421-3) /,r '<: ./44 ~ Ao6 / ~ /~ 11 I ~i :: kl 11 (:_) -.i: ,)' I~ a:~ r~ ,1 \ \ <"l _., h ~ 11 c3 i 11 I LOT 30 ~ u 11 I MAP 14960 ~~'"!1 1 1! t~ 'S "' I "'i"'l0 "'0 "' II (.,) ~ t.l'I O'l -st-CJ1 0 .I -+-++----\--f--7_2-l' R_O_W_+----l--'-'+-1---1-,-" I ., '° "' I 03 o - "'-'" I II c,~I I ~~11 { I ' I , I ~ ~,I \ / ' 'I I I CONSTRUCTION NOTES [j] 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2 (2] 6" CONCRETE CURB PER SDRSD G-1 [lJ CONCRETE SWALE PER DETAIL ffi [±] 8" PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE 8" PVC WATERLINE INSTALLATION PLANS PER DWG 422-2. [fil PRIVATE SANITARY SEWER, SEE SHEETS 12, 13, 14 ffiJ CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT [zJ CONCRETE SIDEWALK PER ARCHITECT'S PLAN (§] P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTPRINT) (ill P.O.C. FOR DOMESTIC WATER SERVICE -(5' OUTSIDE BLOG FOOTPRINT) Ii] P.O.C. FOR BUILDING FIRE SER~CE -(5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FDR REFERENCE ONLY [j] P.I.V., D.D.C.V. & F.D.C. ASSEMBLIES, SHOWN FOR REFERENCE ONLY [;j PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY. DESIGN INSTALLATION & SPECIFICATIONS BY OTHERS ~ 18" CURB BREAK FOR DRAINAGE PURPOSES [11 TRASH ENCLOSURE, SEE ARCHITECT'S PLAN FOR DETAILS ~ 2" IRRIGATI ON SERVICE, METER AND BACKFLOW; SEE PLAN 422-2. Ii] MOW CURB PER LANDSCAPE ARCHITECT'S PLAN [ii RETAINING WALL DESIGN PER SDRSD C-4, SEPARATE PERMIT REQUIRED. [ll PROPOSED ELECTRICAL TRANSFORMER NO. 841 PRIVATE STORM DRAIN "A" STRUCTURE TABLE NO. DESIGN IN FORMATION @) TYPE A-4 CLEANOUT; RIM ELEV. = 391.25 INV. 18" HDPE IN = 380.52 (A23) INV. 24" HDPE IN = 380.27 (A37) INV. 30" HOPE OUT = 380.02 (A21 A) <@) TYPE I CATCH BASIN GRATE ELEV. = 391. 75 INV. 18" HOPE IN = 381.57 (A25) INV. 18" HOPE OUT = 381.32 (A23) (A26 8" LUG INV. 8" PVC IN = 385.98 (A33) INV. 18" HDPE IN/OUT -385.57 I A27) // A25' (A2A' TYPE B CURB INLE T ~ TOP STRUCTURE = 396.15 INV. 18" HOPE IN = 386.38 (A29) INV. 18" HDPE OUT -386.13 (A27) rA30: TYPE I CATCH BASIN -GRATE ELEV. = 394. 70 INV. 12" HDPE IN = 388.79 (A31) INV. 18" HOPE OUT -388.55 (A29) 1A3?· TYPE F CATCH BASIN -TOP STRUCTURE = 397.63 INV. 12" HDPE OUT = 389.47 (A31) IA34 12" x 12" DRAIN BOX GRATE ELEV. = 395.00 INV. 8" PVC IN = 392.39 (A35) INV. 8" PVC OUT = 392.39 (A33) (A3R' TYPE F CATCH BASIN TOP STRUCTURE = 392. 73 INV. 18" HDPE IN = 381 .09 (A39) INV. 24" HOPE OUT = 380.84 (A37) PRIVATE STORM DRAIN "A" PIPE TABLE NO. BRG./RAD. LENGTH SLOPE 01--(cfs ) V100(fps ) COMMENTS (1,21 ~ N86'57'12"E 117. 70' 1.30% 20.94 4.19 30" HOPE 't; 2 N86'58'12"E 39.81' 2.00% 8.77 5.98 18" HOPE Iii~ N79'53'28"E 199. 75' 2.00% 6.5B 5.37 18" HOPE 2,~ N79'53'28"E 28.04' 2.00% 6.52 5.31 18" HOPE ~ n2Q N65'30'47"E 108.36' 2.00% 6.28 5.28 18" HOPE A31 S54'37' 44"E 34.07' 2.00% 1.09 0.32 12" HDPE 3 N10'06'32"W 76.87' 8.33% 0.11 0.35 8" PVC 3 N10'16'55"W 43.70' 1.30% 12.06 5.64 24" HOPE < 39 N51 '32'58"W 115.48' 1.30% 7.54 5.36 18" HD PE NOTE: ALL STORM DRAIN PIPE SHALL HA YE WATER TIGHT JOINTS AND BEDDING PER D-80 PRIVATE STORM DRAIN "B" STRUCTURE TABLE NO. DESIGN INFOR MATION <@) TYPE A CU RB INLET TOP STRUCTURE = 391.13 INV. 12" HDPE OUT = 386.10 (841) PRIVATE STORM DRAIN "B" PIPE TABLE RADIUS DELTA LENGTH SLOPE 0100(cfs) V100(fps) COMMENTS 1323.00' 5·04•1 o· 140.14' 3.38% 1.81 3.91 12" HOPE NOTE: ALL STORM DRAIN PPE SHALL HA YE WATER TIGHT JOINTS AND BEDDING PER D-110 HYDROSEED MIX PER APPROVED PLAN 442-2L LATIN NAME COMMON NAME BROMUS HORDEACEUS BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' ZORRO ANNUAL FESCUE ----------LANG-t---t----+-----------+---+------lt----1----l I SHgEET I CITY OF CARLS BAD [sREIB78 ENGINEERING DEPARTMENT L__2!_j ~=:'....'::::::======::::::::'============-'====::; PRECISE GRADING PLANS FOR: SHEET KEY MAP SCALE: 1"=600' . . eng1nee,1ng co. Consulting Engineers -Land Planners 6110 IN NOVATION WAY PH{760)692-1950 CARLSBAD, CALJfORNIA 92009 FAX(760)692-1951 c 2009 LANG ENGINEERING COMPANY ENGINEER OF WORK UL, e .£4 RICHARD G. LAN'G, RCE 0 REGISTRATION NO. 39016, EXP. 03-31-11 r-11-0'1 DATE i.,i, vl"-'° RGL REPLACES DEL TA 2 SHEET SIGNED 08 15 07 RGL REPLACES SHEET ORIGINALLY SIGNED 10 16 06 INITIAL ENGINEER OF WORK REVISION DESCRIPTION Pl(. vP OATE INITIAL OATE INITIAL OTHER APPROVAL CITY APPROVAL THE TOWERS AT BRESSI RANCH LOTS 24 THAU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14960 APP,m,□x'AVD '1/12SER a(: . 2 . . PrEftlP't: /!!.1P. w, ~ /,-,/()II DATE , DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 10 OWN BY: CHKD BY· t',W RVWD BY: PROJECT NO. PIP 05-24 DRAWING NO. 442-2A 0 CONSTRUCTION NOTES [Il 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2 rn ~ [±l [fil [ID [z] [ID @] [g 6" CONCRETE CURB PER SDRSD G-1 CONCRETE SWALE PER DETAIL ffi 8" PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE 8" PVC WATERLINE INSTALLATION PLANS PER DWG 422-2. PRIVATE SANITARY SEWER, SEE SHEETS 12, 13, 14 CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT CONCRETE SIDEWALK PER ARCHITECT'S PLAN P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTPRINT) P.O.C. FOR DOMESTIC WATER SERVICE -(5' OUTSIDE BLDG FOOTIPRINT) P.O.C. FOR BUILDING FIRE SER\i1CE -(5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY [j] P.I. V., D.D.C. V. & F.D.C. ASSEMBLIES, SHOWN FOR REFERENCE ONLY [ll PRIVATE FIRE SER\i1CE SHOWN FOR REFERENCE ONLY. DESIGN INSTALLATION & SPECIFICATIONS BY OTHERS ~ 18" CURB BREAK FOR DRAINAGE PURPOSES [11 TRASH ENCLOSURE, SEE ARCHITECT'S PLAN FOR DETAILS [§ 2" IRRIGATION SER\i1CE, METER AND BACKFLOW; SEE PLAN 422-2. Ii] [21 [ll MOW CURB PER LANDSCAPE ARCHITECT'S PLAN RETAINING WALL DESIGN PER SDRSD C-4, SEPARATE PERMIT REQUIRED. PROPOSED ELECTRICAL TRANSFORMER NO. Uc.XB ® ® B6, - PRIVATE STORM DRAIN "B" STRUCTURE TABLE DESIGN INFORMATION TYPE A 6 CLEANOUT, MODIFIED (6' x 5') RIM ELEV. ~ 375.47 /NV. 36" RCP IN ~ 362.66 (81); /NV. 42" RCP IN ~ 362.83 /NV. 42" RCP OUT ~ 362.33 TYPE A-5 CLIEANOUT, MODIFIED (5' x 5') RIM ELEV. -377.00 INV. 30" HOPE IN -365.33 (B3) INV. 36" RCP OUT -362.83 ·rsi) CDS TECH. UNIT, RIM ELEV. -377.00 MODEL PMSU30_20 IN V. 30" HOPE IN/OUT -365.69 (B5)/(B3) TYPE F CATCH BASIN TOP STRUCTURE -376.88 IN V. 15" HOPE IN -367.30 (89); INV. IN V. 30" HOPE OUT -366.05 (85) 24" HOPE IN -366.55 (831) HA TCH AREA IND/CA TES ABUTTERS RIGHTS -::::,-._ _ / ~-~-==-=~-==a -::=.:~r1~ffii~~ ~,.," r.=""+-'-"--GRD.B K. i'-o' -I , ~ , I-~ TYPE B CURB INLET OF ACCESS RELINQUISHED _PER MAP NO. 14600 ..-. , , 1 -~3.,50FF [g [_[] ffi26 /r I ~2 ~-// '--~-~1r& 1-I I MID 1 /. n --~ <l's, \"' '-. 2 . . I -3 R9JC / /Mio· 38' , ~ WW ~ TOP STRUCTURE -382.89 I I "=' ~ 384 TC \ 8 5' / • \ ,_ " ' ? , • / INV. 8" PVC OUT -378.40 (B25) t I I ' I \ ' l \-0 11 I . ' . "' 385 64TC I 385. TC 8.5' 385 78TC . .. I 385 6QTC < ' ,,. / 38 '. ::c o ' 12 · row , , \, \ , ~ 1 ~ / / / 3 i I ."F '-..._ \\ r I@ x I@ 1 (' =-=~ ,.. . . . +.mr" " 49 ~· /• / 5 r.====~F""""lb.==s Cl) @ TYPE F CATCH BASIN I +-'" "' , • >;; n--~-;, · 1 38' 38Tc 4 ,-o>i I 384.35TC/' '--.! '1 i 384 71P .___,--, 38518P 385.55Tc ==~:~"'16=1" <. •. 4 • /. kr< '1 "' fgl TOP STRUCTURE -382.13 52' F/C _ F/C .< _ r, ·•• _ 0 • 0// ·",9 {jj ""'~· 'f' )v>,9_1 · 1 _ · "ID ' 385.74TC 38o/.68TC ' •• , ,. ' . J ,c; "-" L.eJ W INV. 24• HOPE IN= 371.27 (833) 1 , ., o 2 ~ •. M \ /_ / ''"'6 / :.(R6 'BT"'' 'o W INV. 24• HOPE OUT -371.02 (831l I ~f .____ ' ,-..\ I\ "' r 38350FF -u, v! I 1 · "'-! I f ' ·, lE.1 " /31 ~ ·.c ~ '-" t'-:,, -"' · • B11 I s·w~c:::----s--"'s:--1----++-----f=l==l------.. ' ·· , • 35 /'.Y / .,,< 00 Cl) CH.344"J TYPE 8 CURB INLET I'\' ,, BUILDING J -. , 383.23TC ':' ;--' '---1-1 8 w 8" " ' ' /• ' ' -7, •~4-1'-' ~ -=----~ _ _J I .-. = K --,< ,-\_ ,o "'g~.•, \ 38, -', , /-\ .• /' __,., ~ " a, TOP STRUCTURE -385.10 llr\',_.llf':o"'-,2-4 · SfD ·f-\ -'1 .,. ., it' / ' 1---1--i '--"' ', C--...:.' • r:, /'o <'~ • /, o , ~, "' \ INV. 24" HOPE IN = 375.46 (835) llt=U,---lll.':=¥5c.. -f----t, ~ ~ :!' I PAD ELEV. = 382.60 .... ' ,. .90TC ~ I ... ~,i I '1 ·'"' \ I / ;-..--, 1' i· I I f/2 ~' ,._..v ,-,---:, -I BUILDING R INV. 24" HOPE OUT -375.21 (833) , , _ _ ■ " . , , ~ .80TC 38-4.85TC. en• ,384.99TC '-. 385 35TC ~ l , ,I. 1\ \, / 1/, 7 '-I' • •, ,-~ 12" LUG / r--"'. -• .· '¾ 382.82TC " '-" / • \1' I \ /< • '-. ~·~, \ I \ ✓ I/ Y --.1 FIN. FLR. -389.50 Cll.36l 11 I I "' I ~ vt,"'' ~ I -1:.:-I 'r-... -"354 5 I . 385.MTC \ \ 18 '25fG,-;"'s57-: ;·, -~6.00TC, ,, ' PAD ELEV. -388.60 -INV.12"HDPEIN-377.19(849) '' •-' <i:t 1 I"---... \I,"\ ) \ ~ P 3B5 3,rc I! r,,,._ ;,.'i~-<,t'? , ;> ' 1 c.J : :v•• 1_/ ' INV. 24• HOPE IN/OUT -376.69 (937\ ll935) / ., ') ~l "'~BJ, O / r-{I f -/, I i-V \ ../ 1'j"1..... ' • • • . . ·, • ;..;~\' '5 \ ~ ',--<--=-----, -~ , / I' lfil @ TYPE 8 CURB INLET I I ./ " / \ \ 0 II I "' I~ -l..!..J -x'/'-,Oih. ~ -ix, / ,__._ ' / ,,_ < -c.----·"' < ' -"'"' TOP STRUCTURE -388.90 'i\;, ,_:'•/ / ~ l "'== "'2 TC /-1 '----./ . ' ~ j,J -),,'~5.10TC ' , '61 '-.,' :....__. /v "' , INV. 24• HOPE IN -378.98 (B39) \l ~,,~ "i / t ·., 11 . '-...-1.80::<: 38415Tc v .:,,·.~··1 ... ·•.· ... •·~-······ ... ·x. ;,'"\Y "'4.~Tc T , 0.1,, 3a510Tc -... It',., .-.~ ~ .• ·-'---~"' 1Nv.24•HoPEouT-378.73(837) I I , "-c-ht ■ --REMOVE PORTIO~N / ' ' , ·' ~ <:--'-J'f.. ' j_ -we " , """"., _385.95TC• ~ "' -(840 TYPE A-4 CLEANOUT; RIM ELIEV. -389.48 !fl 'j¾~ -p~EPENED FOOTING OF EXIST. 36' '(89). -) • ---. , ~~'b-~ .· I<\ ·v _, ~ -, , i"p-JH-----tel---_ -INV. 12" HOPE IN -381.36 (841); INV. 15' HOPE IN ~ 0 ' ! I/ , ~\ REQUIRED THIS / 382 / 7 .! · ' 383 '~-=--384 ~ .. ·.. ·, .. ·. 11:.-5 v:,, ff] ' ~ -':\::: -l m. 'R' /e:,=,c ...ll , -'\, ~ \ fl I'-.. ·-----+---, _ :~( 1~: ~g~i l~U~ ,:8g8t\~Bi~19 ) ,y)} , _I J. ~ @ TYPE I CATCH BASIN GRATE ELEV. -385.67 b -381.11 (843) ( ---------30"RW "AS BUILT" I// ; 1 PRIVATE STORM DRAIN "B" PIPE TABLE NOTE: AU STORM DRA .. PFE SHALL HAVE WATER TIGHT JOINTS, BEDDING PER D-4IO PRIVATE STORM DRAIN •c• STRUCTURE TABLE NO. BRG./RAD. DELTA LENGTH SLOPE Q1-(cfs) V1-(fps) COMMENTS NO. BRG./RAD. DELTA LENGTH SLOPE Q1-(cfs) V1-(fps) COMMENTS NO. DESIGN INFORMATION B1 N45'29'J5"E 25.35' 0.65,C 35.84 7.14 J6" RCP B21 S89'30'25"E 69.66' 5.00% 4.14 5.71 12" HOPE ~ 24" LUG ~ /NV. 24" RCP IN -375.29 (Cl) 83 N84'34'24"E 18.65' 1.95% 35.84 7.14 30" HDPE B2 S84'54'28"E 62.32' 2.00% 0.06 0.21 a• PVC /NV. J6" RCP IN/OUT~ 374.77 i:,~,;B;;;5~":..:N8:..4:..:·3:..4-,-•2:..:4.,."E=-+---+:..:18::..6:.:5:..'+..:1:..:.9:..:5:..:%+3:.:5:..:.8:..4~_7:..:·:..:14:..:_+--=3:..:o·:-"H-=-DP:..:E:..Bi 1rn,;;2~:..:N:.:8:..:4'=9•.::29:.,•:..:w+--+3:.:o:..:.9:..:9--J' -'-2-'-5,,.:.2:..:0_%+-:0'c.-':91-::--+----:2,--.6-1-t---,--e--::•-p..,v--::c-::--l@ ~~iEI_E~~-s~~b"'.'.i~IM EUEV. 385.25 ,..B9 Noo·43'07"E 25.70' 4.71 % 13.32 10. 73 15" HOPE l(B31 +=S~89:.'::33=:'o~o=:"==:E+--+c1~26".:·::58:f--:3".:.5::3::%:.+-=2=3.=5=5 +~7::.4::_1-4...:2::4~"_'.H~D~P~E-b;::-;:~~IN~V~. =-24~":fHD7P,iE~IN~/IRC';'Pc';O;f,U~T ~-;--;';3;'75":.~46~;(;;1c3~•';"~'C::.,l4 f./,;i,B.,118-,--No,--5,--·3,--07• 3:-:1::"E:-t---+-:-51:-:. o-:-o--:· +-:3--:. o::o::"+,--5--:.6::4--i-4:-:.,--7 4::--+-:1::5 ·:-H,--DP::E:-tl :l!---.3~-:-N:-:7-:-5-=4-=-8•,...52::·:::E+--+1,--20--:.-:-59+3::-·-::-21::":-t--:2-:-2--:. 3-::-1 -+--:7--:. 9=0-i,--2::-4:;•--:H-::D::P:::E--i~ ~E 2~. toc~f~~ ~u 1'7tkM7 ~~f \i 385·25 13) N05'30'31"E 99.29' 3.00::<: 4.80 4.08 15• HOPE 111:1.3 N46'38'47"E 51.50' 2.39% 21.65 7.77 24" HOPE INV. 24" HDPE OUT -375.62 C3 15' 2479.00' 2'27'25" 106.31' 3.00% 0.79 1.04 12" HOPE .3 N46'38'47"E 85.05' 2.40% 17.38 6.25 24" HOPE @ f,;;1"'· ,R--=-N8:..:9..:.3:..:3:.:'0-67"w-+=-=-:..+:..:95:..:.:..:45=-:.+..:3:..:. O:..:O:..:::<:+:..:o:..:.8:..:5--1-2--.-99-+--1-'-2.:--H-:-DP::E'-t2'".3's9+1'-32-'-3-'-. 0.:..07' -=+3--:.3::7::-:. 3::3:-1. --'8--'3--:.7--'1 .+-:-,.,--65::%:-t,--1-4.,--4-=-o --+--=6--=.3-:-9-t-2:-:4:;.-:-H--:D--:P=E7 19 se9·30•2s"E 8D.82' s.oo::<: 4.20 5.35 12• HOPE 4l Neo•49'32•w 59.35' o.94% s.11 4.49 18· HDPE 4§' N43'21 '13"W 21.65' 18.52% 4.60 5.86 12" HDPE © PRIVATE STORM DRAIN "C" PIPE TABLE b,N~O,;;. r.::8::RG:;'.:;/R;:A:;D::;. r L";E';'NG'°:TH::;-f-'S;CL;::OP'::;E;-fQ:.!1~-•( c7.fs:')+V.!.li.,-~(';:fp~s,_) t-C~O:°:M:;M'-;E::;:N:;::TS'---7!7-:N~O-q:=BR::;G':';. /:;:R::;:A:'::D:-. t-=L:'EN;:'G:;TH;:;--t-;S°;LO;::P:;E,'Q~,-•(,.;c;::fs;.:.) T'V•~-( f~p:°'s)T C;:'0;':M"';M';;E::;:N TS:;--i f'n\\ C1 N0077'19"W 15.77' 1.00,C 13.45 4.29 24" RCP C5 N90-00'00"E 52.85' 1.25% 13.46 4.29 24" HOPE ~ L:s;;C;;;.3".:..i.:..:N.:.00:..'2.:.3:..' 5:..6:..":..:w..1......:B:.:.o:.:o_· ...J.:..:2:...0:..:0:..%...J....:..:13.:.. 4:..:6:..:.J_4:..:.2:..9:..:_J...::24:..:":..:_HD:..P..:E:.....JL::.:C.:.7a_N:..:9:..:0:..:'0:..:0:..:'o:..:o:..:"E:...L--=-9--'4.:..:71 __ '__L_1:..:. 2:..5_%...J._1_0_. 1_1.....J._6_.0_6_JL-18_"_H_D_P_E:..:.J ® . . . . ------I TYPE F CATCH BASIN TOP STRUCTURE -385.13 INV. 18• HOPE IN -377.03 (C7) INV. 24" HOPE OUT -376.53 (CS) EXISTING EASEMENTS SIGHT DISTANCE CORRIDOR PER MAP 14600 &: MAP 14960, TO REMAIN LANDSCAPE MAINTENANCE EASEMENT PER MAP NO. 14950, TO REMAIN PUBLIC u nu TY EASEMENT TO SDG&:E PER INSTRUMENT NO. 2005-0294004, ro REMAIN ~ --------------- - r SHEET KEY MAP SCALIE: 1"=600' ti / 1.-i-/ q • • I DATE REQUIRED TREATMENT CONTROL BMP TABLE BOUNDARY TABLE 20' 0 20' 40' DESCRIPTION QUANTITY CURVE RADIUS DELTA ARC LENGTH VEGETATED BIO-SWALE 250 L.F. c9 2134.00' oroe•o4• 265.73' C-D-S TREATMENT UNIT 2 EACH CID 25.00' 39.18' ----- Scale: 1• = 20' SEPTEMBER 5, 2006 INSPECTO 2 REVIEWED BY: J /1 <"" o•~ A &.../4.\ -LANG-fsHm7 CITY OF CARLSBAD fsHill5l 'l----+-----j-----------------+---+---+---+-----1 ~ ENGINEERING DEPARTMENT ~ ~==='...'::::::::::::::::::::::::::=========='---'==::::::: engineering co PRECISE GRADING PLANS FOR: . THE TOWERS AT BRESSI RANCH Consulting Enlijlineers • Lend Planners 561 SAXONY PLACE, SUITE 1018 PH(700)4B7_1916 LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 ENCINITAS. CALIFORNIA 92024 FAX(760)487-1917 l-----+----+--------------------+-----+-----+-----+------1 ~========M=A=P=N=Q=·=14=9=6=0=========: (.C} 2006 LANG ENGINEERING COMPANY ,- ENGINEER OF WORK ~~'. I. ,4 ;( 4-,,-z lf: CHARO G. LtNG, RCE u REGISTRATION NO. 39016, EXP. 03 31 07 C/-6-06 DATE /1, 1 .0(,, ru, L. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED CO?:"D C. HAMMANN JR. .....J:,_/J,,._z_z_.:__· ----"'?2::.., _;L_~.f;l·~p,e,-==~----10/1 ,;o, CITY ENGINEER RCE 33069 EXP.06/30/08 DWN BY: CHKD BY: r. "~ RVWD BY: ~ PROJECT NO. PIP 05-24 DATE DRAWING NO. 442-2A ---(SEE SHEET 9)---CONSTRUCTION NOTES 392.0ZFF I \ \ [_jJ 6" CONCRETE TYPE "G" CURB AND GUTTIER PER SDRSD G-2 ,~_,_-----+------392:-------------#" v .. ' y, "' I ' 11 1/H,_' ==---\,_ I ~-JI I ! ! /,t-----,;,,-- \, / c / ~~1;s;::1 2~s'.:___' f -+:::-:==~a;· ~fm I , I g I 388.00TC \ I l/t:c:-O.-c-56=T~C -90.69TC \ ~ ~ FIRE LINE & DOMESTIC WA TIER---. 0 SERVICE TD BE INSTALLED BY UNDERGROUND CON TRACTOR (TYP.) \ \ I ' ~ < I < < \ .. l§:f 11 11 11 11 [ll [l] @) [§] @] [z] [ID [ID [g 6" CONCRETIE CURB PER SDRSD G-1 CONCRETE SWALE PER DETAIL ffi 8" PUBLIC WATIERLINE-UNDER SEPARATIE COVER. SEE 8" PVC WATIERLINE INSTALLATION PLANS PER DWG 422-2. PRIVATIE SANITARY SEWER, SEE SHEETS 12, 13, 14 CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT CONCRETE SIDEWALK PER ARCHITIECT'S PLAN 39 . 387.97TC / I ----!1/ C I \ I ~ I t,J \ j 1rtt":'------ 390.7 C MID 390.68TC 91.00TC 391.79FF \ BUILDING O \ FIN. FLR. VARIE S\ PAD ELEV . = FF-0.9' 391.75FF 8 391.88FF ~ 0 391.81FF \ •' . ' ' <' .(_ , ' .,_ , ' \., ' ., 1: ,, 3: \ 391.84FF 0 0 "' BUILDING P FIN. FLR. VARIES PAD ELEV. = FF-0.9' \ \. 1=~Lill-f--'-:--- I , I I I~ I 1 • •gf ,o . EXIST: 12 " WA !£RUN£ (PER PLAN 421-J) I I I t ' I P.0.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTlPRINT) P.O.C. FOR DOMESTIC WATIER SERVICE -(5' OUTSIDE BLDG FOOTlPRINT) P.O.C. FOR BUILDING FIRE SERVICE -(5' OUTSIDE BUILDING FOOTlPRINT), LOCATION SHOWN FOR REFERENCE ONLY II] P.I.V., D.D.C.V. & F.D.C. ASSEMBLIES, SHOWN FOR REFERENCE ONLY !i] PRIVA TIE FIRE SERVICE SHOWN FOR REFERENCE ONLY. DESIGN INSTALLATION & SPECIFICA TlONS BY OTI,ERS fl] 18" CURB BREAK FOR DRAINAGE PURPOSES 181 TlRASH ENCLOSURE, SEE ARCHITIEC1S PLAN FOR DETAILS I I I I I I I I I I I I I I I I I I I I ·r,1-r-:c-r-~ I I ~ \ ID 391.05TC ' ~ ' 6"Fs-c-~ ~.,........· ' I , \ 391.s'orc 391.22TC 391.79FF I I I 11 11 11 11 11 I~ I [§ 2" IRRIGATION SERVlCE, METIER AND BACKFLOW; SEE PLAN 422-2. I 389.71TC 390.50TC ----GRQ_BRK. -0 ... 1-w w ::c en \ w • W -8"Wi;-'.cW4i~re,----!:_... T j 4 I I I I I I I I I I I I I I I I I 389.50FF BUILDING R FIN. FLR.=389.50 PAD ELEV. = 388.60 £XIS T IRRIG. =======coNTROL VALVES -r- 36 so -- 18' \. BUILDING Q FIN. FLR. 390.85 PAD ELEV. = 389.90 390.85FF BUILDING Q ~ ~ -----' I L' ~ ' • ::!9i • ' • '. \, ' ' 1\, ' . ' '· ' • ' ,I , -a.70% I 391.32FF ' . ' \ . . , , 39f.07FL ' ' < ' < B"S '-< I ' ' ' in '391.312 ' N 0.70%' ' . ' . ,' I]] . '. ' ' 391.73FF \ FLOOR SLOPE 0.50% \ BUILDING Q FIN. FLR. VARIES PAD ELEV. = FF-0.9' 391.75FF '• . ' ,. . '' 391.91FF \ \ 39• .OOFF FIN. FLR. = 390.85 PAD ELEV. = 389.90 391.72FF 391.94FF 1r=Fl:'.rJ!=~\ --d==~~\ I a EXIST SBC , MANHOLE R ~ 2170' 38 .90TC 9 •:P 3i. 391.37FF 391.'s9FF 390 45TC -oo -,.r-£X15_T ELECTRICAL _ vi -- -TRANS. AND VAULT \ -__.L-- ~CHAREA /ND/C~ ABUTTERS RIGHTS / OF ACCESS RELINQUISHED PER MAP NO 14600 391.41JC \ 6f /_ .,~i " REMOVE EX. 18" STORM DRAIN 39 . ATEWAY ROAD G . TO PROPERTY LINE ' BRICK AND MORTAR END --...._.J97 PLAN 400-BAJ" " (PER \ / B"S "' \ \ BUILDING Q FIN. FLR. -391.50 PAD ELEV . = 390.60 ~ \ 391.SOFF ~ \ \ \ \ 391.45TC 18' 2 \ 7 · \ 391.14TC MID 391.19TC \ 390.85TC I 3: 'o:, , I Y.H-<H1 25 '---.-nl " r I , , o I I I ~ I I I I ~ 25' C1 I ,, -:: \ '--_c_--,1-JI 0.80TC -' 11 I~ 390.52T J "9~ I o I 8.5' 91.13 \IV "'- ( I i 39 64TC 392 . L 5 \ o.75 ' ::'fg --- \ --:::: -.z:. - 392 / ---z_ -J -:r--O:li.:i -\_ o,• "j "j ---" ,r \ \ EXIST 36" RCP STORM j9" \ \ :"jjy (PER PL AN 400-BA) \\ ~ ~ 8.5' \ 30" RW 12·w EXIST 30" RECLAIM WA TER (PER PLAN 405 -88) -- --- \ i I I EXIST IRRIG.-j--3Q D-i. -coN TROL VALv2'S-- \ \ -- ' ,o ' B"S EXIST 8" SEWER (PER PLAN 400-88) \ ------ \ I \ I ,vi gl "' ,gf ...:' ,o, EXIST. IRRIG. CON TRDL VAL vFS I 72' ROW 52' F/C -F/C I 1 11 11 11 11 \ l~ C) 17 11 11 I 11 11 11 EXIST JO" RCP STORM (PER PLAN 421-J) NO. (B39' r841 " I I I 11 1 LOT 30 11 MAP 14960 I i~ I - 4. 4 "' 4~ 49 ,._----.;_e"s·-...,+-1----1-'-c-1 I ' "' \ \ " ' " --- I I I I l&il ' 1:.'ll I r- 1 I -- EXIST. 12" WA !ERLINE (PER PLAN 400-88) --- --. -- [§ [11 ~ MOW CURB PER LANDSCAPE ARCHITIEC1S PLAN RETAINING WALL DESIGN PER SDRSD C-4, SEPARATIE PERMIT REQUIRED. PROPOSED ELECTlRICAL TlRANSFORMER PRIVATE STORM DRAIN "B" PIPE TABLE BRG./RAD. DELTA LENGTI, SLOPE Q100(cfs) V100(fps) COMMENTS 1323.D0' 3·37'33• 83. 71' 1.65% 14.40 6.39 24" HOPE 1323.D0' 6"04'10" 140.14' 3.38% 1.81 3.91 12" HOPE S88"23'o8"E 61.93' 6.85% 6.58 6.10 15" HOPE S68"21'24"E 11.79' 4.83% 0.06 0.24 8" PVC N80"49'32"W 59.35' 0.94% 6.17 4.49 18" HOPE N43"21'13"W 21.65' 18.52% 4.60 5.86 12" HOPE NO. C7 C9 C11 NOTE: ALL STORII DRAIN PIPE SHALL HA VE WATER TIGHT JOINTS AND BEDDING PER 0-90 PRIVATE STORM DRAIN "B" STRUCTURE TABLE NO. DESIGN INFORMATION ltl3!l. TYPE 8 CURB INLET -TOP STlRUCTURE = 388.90 INV. 24" HOPE IN = 378.98 (B39) INV. 24" HOPE OUT = 378.73 (837) <@ TYPE A-4 CLEANOUT; RIM ELEV. = 389.48 INV. 12" HOPE IN = 381.36 (841? INV. 15" HOPE IN = 381.11 (843 INV. 18" HOPE IN = 380.61 (847) INV. 24" HOPE OUT = 380.36 (839) @> TYPE C-1 CURB INLET, L = 6' TOP STlRUCTURE = 390.64 INV. 8" PVC IN = 385.93 (8456 INV. 15" HOPE OUT = 385.35 843) <§) 12" x 12" DRAIN BOX TOP GRA TIE = 390.00 INV. 8" PVC OUT = 386.50 (845) PRIVATE STORM DRAIN "C" PIPE TABLE BRG./RAD. LENGTl, SLOPE Q100(cfs) v,=(fps) COMMENTS N90"QQ'QQ"E 94.71' 1.25% 10.71 6.06 18" HOPE N90"QQ'QO"E 69.94' 1.25% 10.15 5.74 18" HOPE N75'36'48'E 290.70' 1.25% 10.15 5.74 18" HOPE ,,.c, 3; ' N0316'47"E 107.66' 1.25% 5.54 3.14 18" HOPE C15 Noo·oo·oo·E 48.76' 13.67% 0.73 2.09 8" PVC NOTE: ALL STORM DRAIN PIPE SHALL HA VE WATER TIGHT JOINTS AND BEDDING PER D-90 PRIVATE STORM DRAIN "C" STRUCTURE TABLE NO. DESIGN INFORMATION CB 8" LUG -8" PVC IN = 378.62 (C15) INV. 18" HOPE IN/OUT -378.21 (C91/(C7) C10' TYPE A 4 CLEAN OUT; RIM ELEV. 390.10 -INV. 18" HOPE IN = 379.33 (C11) INV. 18" HOPE OUT = 379.08 (C9) C1L. TYPE F CATCH BASIN TOP STlRUCTURE = 388.63 INV. 18" HOPE IN = 383.21 (C13) INV. 18" HOPE OUT = 382.96 (C11) C14 TYPE F CATCH BASIN TOP STlRUCTURE = 390.13 INV. 18" HOPE IN = 384.56 (Cl 3) C16 TYPE A CURB INLET TOP STlRUCTURE = 389.29 INV. 8" PVC OUT = 385.29 (C15) REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY VEGETATIED BIO-SWALE 572 L.F. I \~:_ __ ....,.-: _______ 3o"RW---~~ ¾ EXIST 36" RCP STORM---\" J6'9 -------- I I I I 1. 2. 3. 4. 5. 6. -----(PER PLAN 400-BA) ----- NOTES FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS OTI,ERWISE NOTED. IN TI,E CASE OF CURB & GUTTIER: LIP ELEV. = TC-0.37' SEE LANDSCAPE PLANS FOR DETAIL OF FLA TWORK AND PLANTIER AREAS ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION CONCRETIE DRAINAGE STRUCTURES PLACED AT LESS Tl,AN ONE PERCENT MUST HAVE GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER THAN 20' INTIERVALS. ALL CONCRETIE REMOVALS SHALL BE TO Tl,E NEAREST WEAKENED PLANE JOINT. STANDARD CURB TRANSITION TO INLET IS 10' UNLESS SPECIFIED QTI,ERWISE. 12"W ' ------- © @ ® EXISTING EASEMENTS SIGHT DISTANCE CORRIDOR PER MAP NO. 14600 & MAP MAP NO. 14960 TO REMAIN. LANDSCAPE MAINTENANCE EASEMENT PER MAP NO. 14960 TD REMAIN. PUBLIC UTILITY EASEMENT TO SDG&E PER INSTRUMENT NO. 2D05-0294004 TO REMAIN. -- CURVE ca C9 -- BOUNDARY TABLE "' ' "' I VILLAGE GREEN ~PLACE, II \ '/ I RADIUS DELTA ARC LENGTH __, ~--- 25.00' 83°21'31" 2134.00' 07°08'04" 36.37' 265. 73' SHEET KEY MAP SCALE: 1"=6D0' / LOT 1, CT MAP NO. -LANG- engineering co. 03-03 14800 20· 0 20' 40' ----- Scale: 1" = 20· SEPTEt.48ER 5, 2006 "AS BUILT" !"¥rDZ 1~ ~;f ;%iv13 ,¢z~: REVIEWED BY:A-L....L c? ~z INSPECTO :--, ' I DATE ~ CITY OF CARLSBAD ~ ' 1---+-----,f-------------------t----t----;----;--, L...:!!_j ENGINEERING DEPARTMENT L___!!__j ~='-'=========::::'....'.:::===; PRECISE GRADING PLANS FOR: THE TOWERS AT BRESSI RANCH Consulting Engineers . Lend Planners 1------+---+-------------------t------i----t-----;---, -LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 561 SAXONY PLACE, SUITE 1018 PH(760)487-1918 MAP NO. 14960 ENONITAS, CALIFORNIA 92024 fAX(760)-ffl7 -1 917 1-----+--+------------------+-----t---+-----t~--; L==:=c==:=c==c=:===c=:==:==:==:=====:=:=:=::=::=:==:==========: '-@2006 LANG ENC>NEERING COMPANY _, rAPPROVEQ. ;oN~D c. HAMMANN JR. ...J;,Sc!.'t..!..< ......1.,0,:,. .. ..L. :.__::ji~<f'-===--=--::-c--:--oc:C':"'7:-::--~o /;6/ a' ENGINEER OF WORK 1---t----+----------------r------t-----r----r-, CITY ENGINEER RCE 33069 EXP.06/30/08 'DATE f;;f h,,.,.,t? 41'24n'(_ 'J-5,-0(, l!l~'Li<t l'~WL l>+'\A~-1!,,.JiL.'T' DWN BY: ---PROJECT NO. DRAWING NO. R/t:HARD G. 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BRG./RAD. DELTA LENGTH SLOPE REMARKS 1 A2) N76.52'27"E 163.42' 5.54% 8" PVC (C900) I I •-,~---~'t------------,-,--1 -+----------{-)---------------t---t-IN_N_O_V_A_T_IO_N_W_A--0~ 11 1---jrj-----------,.~1----t--------(.'"A"',,,--+-----/,-CONNECT TO EXISTING SANITARY'----t---<>1:<>----------+-;-;---------t-------------~---L.--1-r- 1 ", SEWER PER PLAN 400 8B , I_,_ ,------'1£<!~-----------+----1------·iol----o-1~ I l I ' "" , //---="'="'--'-'="--"-"'"'-=="'-----+-~.~~.r'r-----------1--;: ~ A4 1 2500' R • A6> N44.29'42"E • A8) N01 '16' 45"E 08'06'26" 348.74' 1. 71% 8" PVC (C900) 79.95' 3. 74% 8" PVC (SDR-35) 50.00' 1.88% 8" PVC (SDR-35) - I I I I I I I I IE»!= I I! I I '~ . . I I PLAN -8" PRIVATE SEWER LINE "A" SCALE: 1" = 40' 40' 0 40' ---------' 80' Scale: 1 • = 40' STA 7+52.18 SEWER LINE "A' CLEANOU T PER S6 INV. ELEV.=377.19 FUTURE DEVELOPMENT 1 ' S12·51'19"E 81.00' 22.67% 6" PVC (SDR-35) , 1.~ N13"03'36"W 50.00' 35.22% 6" PVC (SDR-35) 1 ~ s39·20•35•w 89.68' 12.37% 6" PVC (SDR-35) • 1 b N87"25'06"E 32.84' 18.51% 6" PVC (SDR-35) 1 , s39·2r 46"W 56.60' 14.58% 6" PVC (SDR-35) 2 b N45'30'18"W 74.59' 3.20% 6" PVC (SDR-35) NOTE: ALL SEWER SHALL BE CONSTRUCTED TO CITY OF CARLSBAD STANDARDS ' fS :!: if ' __ _.,1r SHEET KEY MAP SCALE: 1"=600' "AS BUILT" ~ w.'<,(~ 11./1--z,f,1 ~~-~1;;,;~-,:s_ EXP.~/r,J_ DATE R~~::B~&-~ 11 lu,!11 AUGUST 6, 2007 INSPECT!JR • r DATE -_-L_A_N_G __ ----... !=1---==r--+--==r--+ -==--==--==--==--==--==--==:J--+ -==-1~=-T~=-7~~-=~r,::I ;::;2~1 C~IT~Y;::::O::;::::;F~CA===R::::;:::::LS===B==AD~j =8=:-;-lj ENGINEERING DEPARTMENT ;:==::::'....'.::===========-====:::: PRIVATE SEWER PLANS FOR: Consutt!ng Engineers -Land Planners THE TOWERS AT BRESSI RANCH 561 SAXONY PLACE. SUITE ,01a PH(760)487-1918 LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 ENCINITAS, CALIFORNIA 92024 FAX(760)487-1917 MAP NO. 14960 engineering co. @ 2007 LANG ENGINEERING COMPANY -' ~ ENGINEER OF WORK W'}R~,.V'(UJ_ a:~)fi~~jiR W-G/lo/9 r/J3/) J1l1 ,Ju <fl.w\.. -5. A~-"' 'l<-T /'\ ~UTY CITY ENGINEER PE 33081 EXPIRES 6/30/08 DATE /7 /4 ~ "-'--07 r,oie41co~s~·1,0~11i:;RGL~~~~R~EP;LA~CE~S~S~H~EE~r:::;o~R~IG~IN~A~LL:rY::is~1G~Nf!EDUJ10Ur/!E116!i'/~C06L=t===t==t91(il'IS:~:n2tc1~•-j~~~~~~~fr=::=::~~~~~~~~~~~~~ 7-==~:=-... :c,~c;•::e<lc:..,_..,:;....rc:.:...· -"''-'-"t£,,,?::.,:_:;i;f'. ____ ~0~""'"----=-'-----f' DATE INITIAL DWN BY: --:--=-1 PROJECT NO. DRAWING NO. !CHARD G. LANG, RCE O OA TE DA TE INITIAL DA TE fiTIAL CRHVWKDD BBYY:: G_Yf'F--1 PIP 05-24 442-2A REGISTRATION NO. 39016, EXP. 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ELEv.,~az.oo ~ u-'------, --~ i 7°""PUBLIC 6" FIRE. LINE .. ·. PROPOSED. a·_ p.· v_c . . . B6 ·. _"'"_'"-. .6. . . 1,1 -PUBLIC a· WATER LINE \ \ II ( /..__ / , • , r ~-CROSSING (~EE ~ROFILE)-,..;,-SANJT~R1 SEWER "B" , i ~-"'7 ·, ·· 1 , ·~•-• / \ll!JJI /c __c_, CROSSING (SEE PROFILE) \\ I ~ • , ,-. · : I STA. 3+94± SEWER LINE 'B-t--f . · I ~STA. 7+07± SEWER LINE "B_·_= "'"'" ll I \ .. ____ PUBLIC 6" FIRE LINEt ~ j 7 • r' ,PRIVATE 15• STORM DRAIN (A23) / I \ \ -J \ \ I -~ Fi.u::::-.~~0~5 i} CROSSING (SEE PROFILE) ;,.CROSSING (SEE PROFILE • :1 1\ I I \\ "" 1 ~ · t---<I BU1;/'ING o BUILDING o n-,, _ _/ 1 1 \\ ) _ 'r-T"----'------"'4 FIN.Ff,R. VARIES FIN.FLR.:393.75 PROPOSED 8" PVC I \\ I ~ .• 392.75 TO 39l.75 ~~~----i SANITARY SEWER "E" I \ I 11 "' 1_-t-~ . -(SEE SHEE~\\ 14) I' I_I_ 1 '\~ " 1 1 I -,--, ; ,./ ~ II 1:, / I . ! fl \ \ I \l ~ef{t'.___.e\, \ '•. r. FIN.FLR. VARIES . ; « I -- FUTURE DEVELOPMENT STA. 7+52.18 SEWER LINE "B" CLEANOU T PER S6 INV. ELEV.=381.54 FUTURE DEVELOPMENT NO. BRG./RAD. DELTA LENGTH SLOPE REMARKS (B2) N47"14'12"E 228.34' 1.44% 8" PVC (SDR-35) @ 1357' R 03"18'54• 73.51' 1.07% 8" PVC (SDR-35) (B6) 1357' R 09"40'48" 226.76' 1.01% 8" PVC (SDR-35) @ N01 -05'13"W 101.47' 1.01% 8" PVC (SDR-35) (BB) N42"59'09"W 114.11' 1.04% 8" PVC (SDR-35) § 1404' R 20.00' 1.66% 8" PVC (SDR-35) @ S42'13'20"E 28.94' 35.87% 6" PVC (SDR-35) (014) S79'15'05"E 31.92' 16.04% 6" PVC (SDR-35) NOTE: ALL SEWER SHALL BE CONSTRUCTED TO CITY OF CARLSBAD STANDARDS - J ------ I -· I ,. ~ 1~ :;, ( SHEET KEV MAP SCALE: 1"=600' "AS BUILT" &~ ( .) -~ -1!/z_z/c.,-c-ll _ RCE r,'t,&-'us EXP.~'bAJJi DA TE REVIEW.ED . BY: . ,1 /J ~o· -· Ar~ _l1"•-li, AUGUST 6, 2001 INSPE~;o; · ---=:::-. ~ \ \ \\ I ,.,-, 392.00 TO 391.32 v ·--------~ v I\ 1 \ ;.s..'-l ~ f' . ' ~' ~;,=PROPOSED a• PY" ---- \ f ~ ~ flttf?-\ )'.\ ~-. r -------• ,. / ,:;~TA:JE1\WEf4)D ~ 40' 0 40' ;-----80' -LANG-ISHEEl'l CITY OF CARLSBAD ~ ' 1----t-----+----------------t----J!-----t----t---J :::~==3='....':::==:EN:::G:::l:::NE::::E:::R:::IN:::G:::::::::D:::EP::A::R=T:::M:::E:::N:::T==:::":L!!_j==8~ , I PLAN -8" PRIVATE SEWER LINE "B" SCALE: 1 " = 40' Scale: 1• = 40' engineering co. PRIVATE SEWER PLANS FOR: Consul ting Eng!naars Land Planners THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 561 SAXONY PLACE, SUITE 1018 PH{760)487-1918 f----t----f-------------------+----t---t---t----J ENCINITAS. CAUFORNIA 92024 FAX(760)487-1917 MAP NO. 14960 @2007 LANG ENGINEERING COMPANY ~ l----+---+--------------------j----j----1"---j------J r.,;::';:';:":':";;:';c==cc=cc=::';c'=~=;=:=:":",::c=:;c============ ENGINEER OF WORK /;(J_,. .• L /j:.. x-,,_ 8-b-07 iicHARo G. LANG7 RC£ (:r DATE REGISTRATION NO. 39016, EXP. 03-31 -09 1({,Z'IJ~ 1 ... ~ OB/06/0 RGL ~ -"'-1.11 \..T REPLACES SHEET ORIGINALLY SIGNED 10/16/05 0A TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE ~ITIAL Oll-1£R APPROVAL CITY APPROVAL Ay lROVF.R_: )':}YID .,A. HfUSER 1, .. 1 '/. . J .!-"'A.~, , "f':,r,f'e'-/1/II',/ ~ 10(°6, 8.✓r/) fil,uTY CITY ENGINEER PE 33081 EXPIRES 6 30/08 DA TE OWN BY: CHKD BY: -, RVWD BY: PROJECT NO. 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' ··--·-------· -t--·-·---:---- 111111 _, FUTURE DEVELOPMENT I r PLAN -8" PRIVATE SEWER LINE "E" SCALE: 1" = 40' PLAN -8" PRIVATE SEWER LINES "C" & "D" SCALE: 1" = 40' PRIVATE SEWER LINES "C, D & E" DATA NO. BEARING LENGTH SLOPE REMARKS C2> S89"30'25"E 202.95' 5.12% 8" PVC (C-900) C6 N00"29'35"E 14.00' 18.07% 6" PVC (SDR-35) CB> S00"29' 35"W 10.00' 11.80% s• PVC (SOR-35) 02> S88'43'15"E 225.15' 3.74% a• PVC (SDR-35) @ N00"58'05"E 15.07' 23.65% s• PVC (SDR-35) (o6) Noo·1 r19"E 4.66' 7.51% 6" PVC (SDR-35) @ N78"39'28"E 282.29' 2.68% 8" PVC (SDR-35) (E4) N78"39'2a•E 3.00' 13.67% 6" PVC (SDR-35) NOTE: ALL SEWER SHALL BE CONSTRUCTED TO CITY OF CARLSBAD STANOARDS i I 40' 0 40' -----" 80' Scale: 1 • = 40' ,. -LANG-' engineering co. Consulting Enctneers -Land Planners 561 SAXONY PLACE, SUITE 1018 PH(760l487-1918 ENCINITAS, CALIFORNIA 92024 FAX(760 487-1917 '-@ 2007 LANG ENGINEERING COMPANY " ENGINEER OF WORK ~~ A ;(_,,f_ 8-b-07 CHAROG. LANG,RCE O DA TE REGISTRATION NO. 39016, EXP. 03 31 09 ----~----., I SHEET KEY MAP SCALE: 1"=600' "AS BUILT" !ta_w~:~,'13 JJ~zf--;~~:- REVIEWED?' C"' ,a.-e:'< ~ _J_~ ) ti AUGUST 6, 2007 INSPECToi ~ ------. D~ fSHml CITY OF CARLSBAD [sHms] t----+------+----------------1-----t---+---+----t ~~=4=::::'..':==E:::N:::G:::IN:::E:::E:::R:::IN:::G::=D:::EP:::'A=:R:::T:::'M:=E:::NT====-.':~==8==! PRIVATE SEWER PLANS FOR: THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14960 ROV~~ID A. HAUSER -1J':J¢Jt_or) Pl44ol f.){P '-hPl':I g)t,5/"1 t-11'fz::--t?7,J',11--t-,,_::--"-.-t~.--;-::,1,~---=R::----,v-l'--::r=-----------t-----l--+--+_--fl EPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/08 DATE 08/06/0 RGL b, REPLACES SHEET ORIGINALLY SIGNED 10/16/06 lflJS/) ~ ~D~W::;N:::::;B;;:Y;:: =_=_=_=..,==-=_=;-';::::':::::::::::P=R=o=J=Ec=r=N=o=. :::::~;:o=R=A=W=IN=G=N=O~. DA TE INITIAL ~D::_A::_TE:__i_::_IN:::ITic:A-=L'-1--'D::_A::_TE:_Jl,=~='-I CHKD BY: ~ V"' ENGINEER OF WORK REVISION DESCRIPTION 011,ER APPROVAL CITY APPROVAL RVWD BY: ~ PIP 05-24 442-2A \ 091307 ; ) -·--. ,. ' I PAVEMENT SECTION TABLE - -·-- ', .\· .. : · 7: I I J PRELIMINARY PAVEMENT SECTIONS FOR ASSUMED R VALUE OF 15 LOCATION T.I. ASPHALT CONCRETE CL II -AGGREGATE BASE AREA SYMBOL (INCHES) (INCHES) (SQUARE FEET) AUTO PARKING/DRIVE LANES .0/5.0 3• a· 85,352 FIRE & TRUCK LANES 6.0 4• 13" 122.770 lk}, ;\( 1°;{{\I' • PORTLAND CEMENT CONCRETE --(P.C.C., SEE NOTE) PER SPECIFICATIONS 43,106 . · .... ••• .. ~ . .. • NOTE: FINAL PAVEMENT SECTIONS WILL BE DETERMINED UPON ACTUAL FIELD TESTING FOLLOWING COMPLETION OF REMEDIAL AND SUBSEQUENT PRECISE GRADING OPERATIONS. . • I I I PALOAfAR AIRPORT ROAD FUTURE DEVELOPMENT . ' {{;~\11{-;,-':::~~-----d_~----,-----------------~------------------L-,..,...,~ ·o -I'-,,,'. ~·: ... ., . • -.-. -. ·--......,,,,..---==-- ·• • ~_. ... ; ~-'<'" . --. :"\:', -·1,·· c._ ,·.;;; ..,--._,,, ... :-• ,,_. '----£1"" ;, ... <.te\'. .... "-'<.! .. ".~-: '" ., ?:.· : : ;_ •. i,_. _, ~----.J...--, FI-- J-------e·,-_, :;_:_:-. r/7:-i/ .~.\;\'j;1\'•:•· .. , ·:::.•~..;:;:;::;:.=-,1,,1.✓JI ., ... , GA11','WAY l?OAD - '-~-. . ·. >.-: -- - - ~l'-ofESS/91< ~ G. (~<" ~ \;~ No. 39016 z '" Exp. O.J-31-09 ~ "'~ J/ '1J'. C/V\\.../~' e' O,-CAl-1 ~ !£ .. , -,_.,,rt~ . . . ,,._.,, .. ----- ---- - ' -LANG-. . 0ng1n00r1ng co. Consulting ~ngtneers -Land Planners 561 SAXONY PlACE, SUITE 1018 PH~760~487-1918 ENCINITAS, CALIFORNIA 92024 FAX 760 487-1917 @ 2007 LANG ENGINEERING COMP ANY • ENGINEER OF WORK 8-~-07 ~ // x-.'.L ralfCHARD G. LAN/1. RCE U DATE REGISTRATION NO. 39016, EXP. 03 31 09 • • ----- "" ~ ,;i?.?./,1 ~....,- QB/06/0 RGL DATE INITIAL ENGINEER OF WORK -- . ' ,._ . -· _,,. ~--; .... ----- ~~=-==--- /4c---/ I ~ ·~-vu,T ---- ~ REPLACES SHEET ORIGINALLY SIGNED 10/16/06 REVISION DESCRIPTION - I f --- DATE INITIAL OTHER APPROVAL ---~ 60' -0 60' 120' Scale: 1• = 60' = ------ "AS BUILT" ~~~w~ JJh-iµ, ~E=O EXP.~~/_n DATE REVIEWED BY: ,c:::"<> ... • A' ~ l ~&_ AUGUST 6, 2007 INSPECT6R --. DATE ~ CITY OF CARLSBAD rn 5 ENGINEERING DEPARTMENT 8 PAVEMENT SECTION PLAN FOR: THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14960 A 2,rf~ID A. HAUSER 0 ;; ~i:)Rl?f/1? c-<P c/10/, 3. 1.riJ I r, PUTY CITY ENGINEER PE 33081 EXPIRES 6/30/08 DATE ~ ~ 'A DWN BY: PROJECT NO. DRAWING NO. llAL CHKD BY:_~ CITY APPROVAL RVWD BY: PIP 05-24 442-2A 091307 ! / EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT ROBBIE KNIGHT OF" RYAN COMPANIES AT 85B 812-7912. 2. EQUIPMENT ANO WORKERS F"OR 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 EMINENT. 3. DEV1CES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TI-IE APPROVAL OF THE ENGINEERING INSPECTOR. 4. TI-IE CONTRACTOR SHALL RESTORE ALL EROSl10N CONTROL DEV1CES TO WORKING ORDER TO THE SA TI SF ACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. TI-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED 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 TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROV1DED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 6. GRADED AREAS AF<OUND 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 AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL 8E BURLAP TYPE 'l'f1TH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES f AIL TO PROV1DE EFFECTIVE COVERAGE OF GRADED SLOPES (90" COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. 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 TIHAT 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 MOR'E IN HEIGHT. 2. AF<EAS GRADED FLATTER THAN 6: 1 WHEN ANY OF" TIHE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 6D DAYS Of ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: C. D. E. 1. ALL SLOPES TIHAT ARE GRADED 6: 1 OR STEEPER AND TIHA T 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 PR0\/1DING 100% COVERAGE. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PR0\/1DING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. TI-IE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING TI-IE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALIL MAINTAIN THE MOISTURE LEVEL OF TIHE SOIL AT TIHE OPTIMUM LEVEL FOR THE GROWTH or THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE Of ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUt.t (CARPET OF SNOW) f. 1 /2 lb. PER ACRE Of DIMORPHOLECA 9. ITtMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT \/1SIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED 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 TE Of NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW tS 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 AMMONILJIM PHOSPHATE SULFA TE, 16-20-0, WITIH 15)'. SULPHUR APPLIED AT THE RA TE Of 500 lbs. PER ACRE. AREAS TO B,E HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT V,,LL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING TIHE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LIEACHING OR COVERING SALINE SOILS TO PR0\/1DED VlABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. I ,,I 'MN 12" MIN. PUBUC RIGHT- OF-WA Y EXISnNG GROUN/ 2" MINUS ROCK PROFILE FILTER FABRIC _L 30' MIN. PUBLIC RIGHT- OF-WAY ~ T EJ./ili ~ STEfL SHAKER PLATES/RUMBLE RACKS ~' 20' MIN. RADIUS· FENCE/BARRIER TO RESTRICT TRAFFIC TO CONSTRUCnON ENTRANCE PROVIDE APPROPRIATE TRANSmON BETWEEN STABILIZED CONSTRUCnON ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE PER CALIFORNIA STORM WATER BMP DWG. TC-1 I. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG 1HE LINE OF POSTS. 3. ATTACH 1HE FILTER FABRIC TO 1HE W!RE FENCE AND EXTEND IT IN TO THE TRENCH. 2. STAPLE Y'1RE FENCING TO 1HE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT 1HE EXCAVATED SOIL SILT FENCE GRAVEL BAGS OVERLAP ONTO CURB ,, I ~ _____ _..,. ' ___ _.,..,.// RUNOFF //,/ GAP BETWITN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS Wl1H ENDS OVERLAPPED GRAVEL BAGS VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 8' AND 20' NOTE; INSTALL FIBER ROLL ALONG A LEVEL CONTOUR .;:,\ c------lNSTALL A FIBER ROLL NEAR U.il,..,....--SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE .;:,\ TYPICAL FIBER ROLL INSTALLATION FILL SLOPE 9 IN. MIN. 2 FT EA/I! THEN RIDGE UNLINED SWALE & BERM z ::E . - /FIBER ROLL / 8" MINIMUM o. 75" x 0. 75" WOOD STAKES \Ill 4' MAXIMUM SPACING SECTION C-C ENTRENCHMENT DETAIL NOT TO SCALE ~i)fESS10i< -LANG-" <;>? G "'< li . (~i " ~ :.\ ., -engineering co. ~ No. 39016 ~ '#_ E:1ep. 03-31-07 ~ Consulting Engfneera • Lend Planners "' ,. "' ... ';,(<" c,v,~ ~' 561 SAXONY PLACE, SUITE 1018 PH~760~487-1918 Op Cf>,\..\'i ENCINITAS, CALIFORNIA 92024 FAX 760 487-1917 (cJ 2006 LANG ENGINEERING COMPANY ENGINEER OF WORK { & ;'(a,,,~ 9-5-0~ DATE INITIAL ~H« !CHARD G. LAl'TG, RCE 0 DATE REVISION DESCRIPTION REGISTRATION NO. 39016, EXP. 03 31 07 ENGINEER OF WORK I' I I, I I I : I I I ' DATE LEGEND DESCRIPTION QUANTITY SXMBOL STABILIZED CONSTRUCTION E:NTRANCE 2 EACH SILT FENCE 2000 L.F. -x--x---x- FIBER ROLLS 3000 L.F . -FR--1fR--fR- GRAVEL BAGS (3 BAG HIGH) UNLINED SWALE & BERM 5000 BAGS = D-75 LINED SWALE LIMITS OF CLEARING & GRADING SEPTEMBER 5, 2006 ~ CITY OF CARLSBAD ~ 6 ENGINEERING DEPARTMENT 8 EROSION CONTROL DETAILS FOR: THE TOWERS AT BRESSI RANCH LOTS 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14980 A:;~VE~.,I ~AD C. HAMMANN JR. 10,J,"/(7" CITY ENGINEER RCE 33069 EXP.06/30/08 ~ATE DIM-I BY: PROJECT NO. DRAWING NO. INlllAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY:-q::.. RVWD BY: PIP 05-24 442-2A SILT FENCE /fl ·'! Z/ 0 \ ~ ' \~ > 0 z z v / / / / SILT FENCE 11 : ... HYDROSEED MIX PER A SEED PER ACRE LATIN NAME COMMON NAME 24 LBS. PROVED PLAN 442-2L 11 REGISTRATION NO. /\ I \ I \ 102909 - - - -------------- - - - - - - - - - -..;..(SEE SHEET 171-- --------------------------------- I l,x -": \ BUILDIN~ G r ~: J TI 11 _. I-----, '-• • -1-11 SILT FENCE-I R: "' ,, I ,..."---II ' I JI I I I I I I I --1--_T' -.,--. 11 I 1 ' 11 1 "~ $ I f -3s• ? ~ )I -\ \ ::' -~-.. ,\(1 BAG INLET ,,LI\ "' 1<, 1 I/ ~ ----L---PROTECTION (TYP..:. )..,.--..... 17 ,, \ \ ', --r I, . r ' I I ~ I .. \ --·--JI I I I ·1 - -3ft / ,; / °', ;BUILDING H \ . -----=-· :l I I \ , I I --, I ---1..=-\-- \ I■■ \ I ' I \ \ \ \ ' ·~ I: ' f ,_.__,,/ ,,, I GRAVEL AG/ -I CHEVRONS (TYP.) // ',,_ -I Ji< f ' ' "' ! ,:I<!, I, " I X I f ', ~ ~ \ I ' r c r ' I 11( \ : i '' ' ' , j ::-i~ I '-h , iv-, f, : I 'I I' ; i ' '' i I , ' I : SILT FENCE-I' ~ I I , I, Col '"' I '....:,: ....:,: . "' I t ~, \ ,' -f---\ ----Lt'T'I' ,_ ' ' \ , I, ,, J _.----~ le, ' ~ff I , co ' ' "' \_ I I I IJ;--t . l BUILDING_I -! '- ' : . ; . ' ' ' \. -, 37 . M ,f -3 .Jo"'"" -...,_ '>, \ )J<.. u,..._....7,.v ___ )....:.""• ::, -_,, "'N..W ..:. ""--------,-L-------c,lt;; •-,_ --~----r--- /); \ ""'"SILT FENCt._ ' / l O i -, / ' / / ( I i ! " r ' ~1>,QFESS1~ -LANG-~~OG ~ <,; -<-t.gi t;f 11:' ~ -engineering C> No. ~9016 ~ co. \I[ Exp, 03-31-07 !;! Consulting Engineers Lend Planners "'"' ~ "' 1 C/V\\.. ~,~ 581 SAXONY PLACE, SUITE 101B P~760~487-1918 <' Of' CAl-1' ENCINITAS, CALIFORNIA 92.024 FAX 760 487-1917 @2006 LANG ENGINEERING COMPANY J ENGINEER OF WORK 30' 0 30' ----=-60' Scale: 1 ,. 30' f;u,,..,J -4': ,;("-11 9-6--d6 WctwiD G. LA'f:fG, RCE DATE REGISTRATION NO. 39016, EXP. 03-31-07 i ! I DATT: INITIAL ENGINEER Of WORK " \ I \' \ ' \ • I-"'-- -\ ~~- " ' '\' \ ,._ t:; \ ""-' ., tJ:_GRAVEL 'sA __ G~-----\ -CHEVRONS (TYP.) -' ' --- ' ' J-41 '-- -- ,_ ---• (\ ' \ \ } . i r I,' '\ \ \ '<\ ' '· \ \>_\ \ ',- '\' , I \ \ ' '· '\ 30'x50' CONSTRUCTION ENTRANCE, TC-1 \ \ '2_ ,-'---,-, I _J -~-------------l;;;i;;;;f1- ~ I I I I I fl I I I I I I I I ' ' ~ C-. : ~ '-f--'-"---------'1 -3912------1:'.7-C- \ ' a DATT: INITIAL DATT: ~-- \ ,_ INITIAL \ \ \ \ LThJ 8 CITY OF ; I I I I '' '' l i I I, ~ \ ,/ /I / I I I I I I I I ~ I SEPTEMf!ER 5 2006 • CARLSBAD ENGINEERING DEPARTMENT w 8 EROSION AND SEDIMENT CONTROL PLAN FOR: THE TOWERS AT BRESSI RANCH LOTB 24 THRU 28, CARLSBAD TRACT CT 02-15 MAP NO. 14980 Ai;f ;?~7-AD C. HAMMANN JR, /~4'/~, CITY ENGINEER RCE 33069 EXP.06/30/0B 1 DATE DWN oY: PROJECT NO, DRAWING NO. CHKD BY: REVISION DESCRIPTION OiHER APPROVAL CITY APPROVAL RVWD BY:~ PIP 05-24 442-2A 1' • ! " I I 1: '