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Home My WebLink AboutDWG 403-9A; SDP 00-17; SUMMIT AT CARLSBAD; 01-13' -----------, / / GRAPHIC SCALE VICINITY MAP CITY Of OCEANSIDE 78 PROJECT SITE CITY Of VISTA WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE F ...ctLITTl!S, t/?OSION CONTROL FACILITIES, · AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT 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 1HE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NO. 5170, 517Y, 5172, 5173 DATED MAY 1, 2002 5. THE STANDARD SPECIF/CATIONS F-OR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY GEOTECHNICAL EXPLORA 7/0N, INC I I 50 100 200 -400 DATED JANUARY 20, 199ft, UPDATED DECEMB/fR !J, 2/JOZ, AND THE SUPPLEMENTAL REPORT ON GEO.TECHNJCAL ISSUES DA TED FEBRUAR< 12, 1 2003 AND APRIL 9, 2003. \ I I I ' I I I I I SLOPE EASEMENT TO SANTA ANA DEVELOPEMENT CORPORA T/ON F.N. 76-19385 RECORDED 6-18-76 1_1 ! ( IN FEET ) 1 inch -100 ft. L_ -,-PARCEL-A \ ADJ 02-17 I -i--- \ - -·-..! --' ___ , I -::::r _,.J --.J SHEET 8 --=7'___ ~· I SD.G.&E. EASEMENT F.N. 195011 I RECORDED 12-15-66 I / I I I / SLOPE EASEMENT TO SANTA ANA DEVELOPEMENT CORPORA T/ON F.N. 76-19385 RECORDED 6-18-76 ,-- I PARCEL B I ADJ 02-17 I / ___ _l_ --71 I I I I ------------ ----__ L '-\i;:_:.:.------_:-___ :-:_ ----,-- -·---__ __ : _____ •.• ~--~-0 ~-·---~: :-::~ ------ - --_]2~ --k I:::.. :__· :::_:_: ·:__ --------·-------------::.-= : ::=::-;_ -~·------•·· I L ________ _ -SHEET 4 1 _ ______ _J LEGEND --w-- C>o<l --s-- 2 PROPOSED WATER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED SEWER PROPOSED ACCESSHOLE PROPOSED STREET LIGHT EXISTING STREET LIGHT INDEX MAP SHEET INDEX (IHEET _____ DISCRIPTION __ 01 TITLE SHEET 02 GRADING NOTES AND SECTIONS SHEET 03 SECTIONS SHEET 04 GRADING PLAN 05 GRADING PLAN 06 GRADING PLAN D7 GRADING PLAN 08 GRADING PLAN 09 GRADING PLAN 10 STORM DRAIN PROFILE AND DETAILS 11 EROSION CONTROL TITLE SHEET 12 _____ §!i/J,Q{f:/G __f'f.,AN EROSION_ TROL •• -',,.. .,.,. >~•,,.._ """·-..-,..,.--.~ l'J .SUPILEMEIITAL :iroJ\"11>1\l\lN PLAM 7)1 -"'--"~-------------___,,_, _ _____,, '#:'-ti PREt:!ASr 5TORMFILTEI( SHIIU-rJE CoNSTtev~re-o Yl/7/.I TME APPRo/OAIA/E Af"PlH(~HANeES A5 Sf/OWN IN 'T/JE R.E:Po~ rrrt.(5"0 srp~M WATER MA/t/Ati,.N.ENT ~I/ Fe,;;!_ TIii! SUP.Mir A7 DP oo-17 eA"°tS~ (!/lftl/:'l>/INI~ ,PA.}lE-9 J°VNE 4'.1 2Dl>1 5EIE 1977.J!lcH,MINT 8 oF T,#4- eA~J..SSAD S'. R.E.fi>I.IJ/UP ,tpPv~TSNAN<.ES P~llt ,HE 57'19/V.oMD DETAIU 8Y l{PEPIJRT rD~ s.1-z,.1N'6 AND >71>RMwAr~ M.,tqNA6 £-IAZ:..NT //,/ti!. LEGAL DESCRIPTION PORTIONS OF LOTS 3 AND 4 OF SEC7/0N 32, TOWNSHIP 11 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MER/DAN, AND PARCEL 2 OF PARCEL MAP NO. 4838, IN THE CITY OF CARLSBAD, COUNTY OF SAN DJEGO, STA TE OF CALFORNIA, FILED JUNE 18, 1976, IN THE om.CE OF COUNTY RECORDER OF SAN DIEGO COUNTY. ALSO BEING PARCELS A AND B OF ADJUSTMENT PLAT ADJ 02-17 PER CERTIFICATES OF COMPLIANCE RECORDED j'-''-15 1..1.-3 AS DOCUMENTS NUMBER 2003-0'il:ll'l.J.3'! AND 2003-~:3'1~35 I PACIFIC OCEAN CITY OF ENCINITAS "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA \If EXERCISED RESPONSIBLE CHARGE 0\/fR THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LOHR + ASSOCIATES INC ADDRESS: 43573 RIDGE PARK DRIVE CITY, STA TE: TEMECULA, CALIFORNIA 92590 BY THE OF MY TELEPHONE:-,,+"-"""4,"",-"-'-'"'----------- BY: ----;r½~¥2~h,:--:---,-:--:::-----DA TE:_5_· Z_-_0_3 __ _ R.C.E. NO.:--"~~------------ REGISTRA TION EXP/RATION DA TE:--"9_-3,,,0,__-_,,2,,_,V0"'5 ____ _ SOILS ENGINEER'S CERTIFICATE I, JAIME A. CERROS , A REGISTERED CIVIL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPAU Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF SEPTEMBER 14 , 1998 AND DFCFMBFR 9 , .2fJfJ2. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDA T/ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY .-""""E""'NG""'INEER. m ~--.72 n:s ' SIGNED: ~ ~ ~"""',,,,;: , <i\ c~e: ~ ,r:i\\ ~ 1°1 "'1i:,r• No. 002007 ,,' i i-~_,; if " ;;z;, '~ Exp. J 131)/ t> 3 :,i _, ., /# G, i>J, ,,_ !;I ~'°"'c,,ws:J'~~· .,Y ,~,..~ :-,,~-j '/: ~~ -~, ... ¢" OF r~t\\: _::i ~~? P.E. NO.: R.C.E. 34422 / GE 2007 DATE: LICENSE EXP/RATION DA TE: 09-30-2003 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. DATE EARTHWORK QUANTITIES SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRJCAL METHODS FROM INFORMA T/ON GATHERED ON 7-15, 1997 BY INLAND AERIAL SURVEYS, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 167-30-51, 55 AND 71 CUT: 69,385 CY FILL: 66,225 CY IMPORT: 0 CY EXPORT: 0 CY REMEDIAL: 22,200 CY CLEAR AND GRUB: 5,040 CY 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS :AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED Nf!l_ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED FE.BRUARY 28, 2002 10. CITY COUNCIL RESOLUTION NO. 2002-161 DATED JUNE 11, 2002 )/. SWPPP ~t£A•1'£J:> RY S7Ulllll-7Et( C::oMP .... AM,,r S"'4"-1"9t.,sr; .r~ OAnED q/t.1/o'Z LEGEND " DESCRIPTION PROPOSED CONTOUR LJNES EXISTlNG CONTOUR UNES DEMOLITION NOTES: 0-CLEAR AND GRUB SURFACE IMPROVEMENT NOTES: 0---4" AC OVER 6" CLASS II AB ~ 3" AC OVER 6" CLASS JI AB §----BLANK- DWG.NO. ~ 7 1/2" THICK PCC APPROACH APRON @)--7 1/2" THICK PCC APPROACH APRON ~ TYPE G PCC CURB AND GUTTER SDRSD G-2 @--6" PCC CURB ONLY SDRSD G-1 ~ 0.5" TO 6" PCC CURB ONLY • SDRSD G-1 §---o• PCC CURB ONLY SDRSD G-1 ~ PCC RAMP SHEET 10 DETAJL 0---PCC RIBBON GUTTER SHEET 10 DETAIL ~ PCC SIDEWALK SDRSD G-7 @--PCC MOWSTRJP SHEET 10 DETAIL ~ REFUSE BIN PER ARCHJTEcrs PLAN ®-ENHANCED PAVING PER LANDSCAPE'S PLANS ~ RETAINING WALL PER SEPARATE PERMIT ~ ALL RETAINING WALLS SHALL BE SPLIT FACE BLOCK SDRSD D-60 SDRSD D-75• SDRSD D-75* SDRSD D-38 SDRSD D-40* SDRSD D-27* PLANNING DEPARTMENT APPROVAL L')A.uh, 1~\ ~, •• ,20o"' DATE: 1D/1f' fo3 • MICHAEL J. HOLZYIJil!R, PLANNING DJRECTOI! ~(liir "'rt= DATE:I0/1'/jo.3 Rl!COMIIEN!lED BY: lbt1eJ/l~ny SYMBOL --8'0-- F -::,::),:' ;; '.;,S .-; '31:j f::.-::.:,:)':::.•>; :·:;;,j [,.~.;'-,:~~·-_:;_ ·;••::-;-: ': j (;: }~;',; ~:• ~ .:,<_: ',''-,_"9 '31 □ QUANTITY 9.37 ACRES 65,215 SQUARE FEET 40,051 SQUARE FEET 467 SQUARE FEET 1,279 SQUARE FEET 2, 187 LINEAL FEET 5655 UNEAL FEET LJNEAbFEET LINEAL FEET SQUARE FEET 4,356 SQUARE FEET 21,997 SQUARE FEET 1,242 SQUARE FEET 8 EACH 14,349 SQUARE FEET LJNEAL FEET 70 LINEAL FEET 1 EACH 9oSQ.Fr f~eRl!II 108 SQUARE FEET SQUARE FEET 18D I. IA/£194 F!- 327 LINEAL FEET 4.5 LJNEAL FEET 2 EACH 14 CUBIC YARDS 2 EACH LINEAL FEET LINEAL FEET LINEAL FEET "AS BUIL T 11 ~)' DATE INSPECTOR THE CAUFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2010000 E~62=3~1=000~~------- fsHEFil CITY OF CARLSBAD ~--~H .. fE:,._TS 1----+----+----------------+----1-----1----t----1 L__l_J ENGINEERING DEPARTMENT (:J11£... t----t----+----------------t-----1---+----t-----l BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE LOCA TION:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S B.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVATION: ~4=9-=82=6 _____ DA TUM: 1984 ADJUSTED ELEVA T/ON 1----+--+----------------+----+---1----+-----1 GRADING PLANS FOR: &_( /3 _/ THE SUMMIT AT CARLSB7f0 TITLE SHEET ID! J1..11'1 . Tf!J AODEt> S"fORM PR/ilN f.i, Sllf ES 13 ~-!,lnS. 4 7. "- /1\ AS BUILT TOPO . INfllAL ENGINEER Of WORK REVISION DESCRIPTION DATE INlllAL DATE INITIAL OTHER APPROVAL QTY APPROVAL AP£'ROVED UT . LLOYD B. HUBBS _,,_ / ~ -_,, ~ '_/ ~ C / , /. . 1,,/,,. "J CITY ENGINEER Pf!/23889 EXPIRES 12-31-05 DTE' OWN BY: HDK PROJECT NO. DRAWlNG NO. ~·~ ~~~ zv SDP 00-17 403'-9A - ~ 8 " " ~ '< ~ 0 -m: .=:.~ ' " @' --~£ J ,,. cr ru " < " '3' cr C " J " "-,, 0 "' J 3 0 0 ;:: . < "'. " "- GRADING 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. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1.000.000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(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 ORA WING SHALL BE REVISED TO REFLECT AS-BU/LT 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 CONSTRUCT/ON. 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, PRING/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING 1NSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING ADHERENCE TO RECOMMENDA TTONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PR/NC/PALLY 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 SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONS1RUCDON MfE7JNG SHA/l BE HFID AT THE SITE PRIOR TO IHf BEGINNING Of WORK AND SHAii BE AilfNDED RY All RfPRESENTATIVFS RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS Of THE WORK. THE CONTRACTOR SHALL SCHEDULE 1HE MEETING THROUGH THE PERMIT CLERK ( 4J8-J891 ) AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All //ILSPECTIQN REQUESTS OTHER THAN £OR PRECONSIRI/GTIQN MEETING Wl1 I RE MAD£ RY GAIi ING THF FNGINFFR/NG 24-HQIIR /NsPEGTION REQUEST (INF AT (760) 4J8 J891. INSPECTION REQUEST MUST BE RECEIVED PR/QR TO 2·00 PM. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY 1HE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCA VAT/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VAT/ON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUC110N, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA T/ONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING WARMING UP, REPAIR. ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS. EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DFBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY Wl1HIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN 1HE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY 1HE 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 ANO ORDERLY CONDITION. ALL .STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED. STABILIZED. PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 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. 403-9L • 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. JO. 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 J/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA TTON, 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. J2. THE CONTRACTOR SHALL VERIFY THE LOCA TTON OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH 1HE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLEVISION CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEWER.WATER & RECLAIMED WATER) 'SAN D/EGUITO WATER DISTRICT 'LEUCADIA COUNTY WATER DISTRICT "VALLECITOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT 'BUENA SAN/TAT/ON DISTRICT *AS APPROPRIATE J4. PERMIT COMPLIANCE REQUIREMENTS: 1-800-422-41JJ (760)438-6200 (760)489-3441 (760 )9J1 -7000 (760)602-2720 (760)438-2722 (760)6JJ-2650 (760) 753-0155 (760)744-0460 (760)753-6466 (760)726-1340 X1J74 A. FOR CONTROliED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER. SOILS ENGINEER. AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE. OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120A.Bf 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 {15.16.120A10f 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-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES. A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN. IF REQUIRED BY THE CITY. JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE UPDATED SOILS REPORT TITLED THE SUMMIT AT CARLSBAD APN 167 -030 -51 55 AND 71 DA TED DECEMBER 9. 2002, AND THE SUPPLEMENTAL REPORT ON GEOTECHNICAL ISSUES, DA TED FEBRUARY 12. 2003. AND APRIL 9. 2003, PREPARED BY GEOTECHNICAL EXPLORATION. INC 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 REPORTS. • 1J'.± 19,00' TYPE G CURB AND GUTTER .. EXISTING NATURAL GROUND\, i 50.00' . 8.00' 6.00' 117..00' 5.50' 2. / RT R/W 2.00% MINIMUM TO 2H:1V MAX SLOPE SIDEWALK EXISTING IMPROVEMENTS PER DRAWINGS 161-1 AND 184 8 .,. 1.00' 5.5'WID£ 4• THICK SUBGRAlJE HA YMAR DRIVE TYPICAL STREET SECTION STATION 18+75.45 TO STATION 19+69.89 STATION 20+75.00 TO STATION 22+50.00 STATION 23+50.00 TO STATION 24+22.09 f • 13'± • I : 19. • NOT TO SCALE f ; EXJS11NG NATURAL GROUND\,; 50.00' , 8.00' 6.00' 5,50' 1'1.00' ~ I . i RT R/W TYPE G . ....___ RETAINING WALL CURB AND GUTTER P£R SEPARA r£ PERMIT 2MAX LT R/W I . 1 '/DE 5.5'1M. 4" THIC 6.00' 5.50' /J4,00' 4 . 32.00' TYPE G r CURB AND GUTTER 2,~ S/JBGRA/)£ MARRON ROAD TYPICAL STREET SECTION STATION 26+22.00 TO STATION 26+32.69 NOT TOIICALE RT R/W . I I I I LT PER STREET IMPROVEMENT PLAN RT ,·t R/W~----------------SEi-E_D_,~'-"~'-":'=-•-G_4_a_l3_-_9 _____________ -tR/W · f. -42.00· • I .,: 42.00' 2 :AX, '-I --6-.00-, ----==--:2-.. 00'---------+------3.-.00-, -'==------1-0.-,---' 1.00' 5.50' 2 MAX TYPE G r CURB AND GUTTER 2-~N "' ' 1. 'MIN SAWCIJT LIMITS .. SIJBGRA[)£ ·~-- EXISTING IMPROVEMENT.$ PER DRAWINGS 168-4 AND 240-8 MARRON ROAD TYPICAL STREET SECTION STATION 24+25.00 TO STATION 26+22.00 NOT TO SCALE LT PER STREET IMPROVEMENT PLAN RT f R/W SEE DRAWING 403-9 R/W I 84.oo· I . • f • aorr aorr '----------==------------------~=-----------1-400, I • • 6.00' 32 .. oo' J .00' 10.00' ALL RETAINING WALL SHALL BE SPLIT FACE BLOCK 1.00·. 1 ' 5.50' EXISTING IMPROVEMENT.$ PER DRAWINGS 161-1 AND 184 1 8 .,. HA YMAR DRIVE ..__ ..... SIDEWALK 5.5'WIDE 4" THICK SIJBGRAlJE TYPICAL STREET SECTION STATION 19+69.89 TO STATION 20+75.00 STATION 22+50.00 TO STATION 23+50.00 NOT TO SCALI! BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE LOCA T/ON:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HfGHWAY 78, NOW STAMPED C.O.S. B.M. E-20 RECORDED: PER BOOK 165. PAGE 7 ELEVATION: 49.826 DA TUM: 1984 ADJUSTED El.EVA 7/0N DATE INITIAL ENGINEER OF WORK ~"oFEss,0 2 MAX 1 'DE 5.5'WID 4" THIC SUBGRAlJE EXISTING IMPROVEMENT.$ PER DRAWING 168-4 MARRON ROAD TYPICAL STREET SECTION STATION 16+55.00 TO STATION 23+75.00 NOT TO SCALE PER STREET IMPROVEMENT PLAN SEE DRAWING 403-9 "AS BUILT" ~u u. ~< ,,~--~1fp $ ~ l,•ll-1>7 ... ., ., -DATE: 5-)-03 -NO. 20508 Z R~ EXP. 'f• "lo•(>] "' "' DATE "' EXP. 9-30-05 ,-, 'i-~ AL . R u1_,. ~ R. C.E. 20508 REVIE'w'ED BY• ~ ~---re CIV\ I. 0 REGISTRATION EXPIRATION DATE: 9-30-2005 v...L.c~ 7 /, -r /,,, 7 Of" CAI.\~ INSPECTOR DATE I SH2T I CITY OF CARLSBAD ugJ ENGINEERING DEPARTMENT '2 GRADING PLANS FOR: THE SUMMIT AT CARLSBAD GRADING NOTES AND SECTIONS SHEET APPROVEDdY-LLOYD B. HUBBS ~j4/'fift~ /~~ CITY ENGIN -PE~ EXPIRES 12-31-05 DTE- /1\ A6 BUILT 7VPO OWN BY: HOK PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: c. vp REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: rF/ SOP 00-17 403-IIA 11 ' '·' 1d1 __ ...:J!-,- i .! • I 3.42' 27.00' ACCESSWAY 6" CURB ONLY 47.00' SEE PROPOSED SECTION PER STRUCTION NOTES 2.00% ,, . ~ 20.00' PARKING TYPE G CURB AND GUTTER MODIFIED AS SHOWN PER DETAIL HEREON SUBGRAOE 2.50' 1.00' SECTION F-Fo._s __ o· ,1--- NOT TO SCALE \ \ • r EXISTING NATURAL GROUND . \ NOTICE TO CONTRACTOR t1IJIIDRA/NS SHALi. BE INSTALLED IINDEfl AU CANYON FIUS II//HERI! IIECOMIIIENDliD BY TRE Sl!IILS EliGINEBI AFTER OWREIICA VAT/ON IS COMPI.ETED. THE SUBDRAINS SHAl.L BE PLACED IN AN f!NllliLOPE OF tlRAl'EI. AND WRAPPED WITH FILTER CLOTH. IF STAB«fTA'f/OII FIUS OR wi IHESSES ARE REQUIRED W tlRAll~ t1IJIIDRA/NS SHAU. Al.SO BE REQIIJRED IIG\EE REctMMtEltDlill BY THE S0/1.S ENG/Ii L NOTICE TO CONTRACTOR AU RETAINING WAI.LS SHAU BE SPLIT FACE BLOCK \ \ VARIES ~ 1l: i ~ 1.00' ----FS 47.00' \i-----------=""'-----------i 2.50' 27.00' ACCESSWAY 6" CURB ONLY SEE PROPOSED SECTION PER 'STRUCTION NOTES zoo% 20.00' PARKING TYPE G CURB AND GUTTER MODIFIED AS SHOWN PER DETAIL HEREON~ SUBGRADE 1.00' \ SECTION E-E 0·50' NOT TO SCALE 2 MAX \ ~1 ; r EXISTING NATURAL GROUND \ \ RETAINING WALL TO EIE~- \ CONSTRUCTED UNDER SEPARATE PERMIT "'oo~ DATE: 5'-/-0j R.C.E. 20508 REGISTRATION EXPIRATION DATE: 9-30-2005 8.62' --1-·-00+--3.5'WID£ ( SIDEWALK 3.50 4" THICK 47.00' I 27.00• ACCESSWAY "C ONLY '£ PROPOSED SECTION PER UCTION NOTES 20.00' PARKf/1/G TYPE G CURB AND GUTTER MODIFIED AS SHOWN PER DETAIL HEREON SUBGRAOE SECTION D-D 8.62' .00 3.50 ( SIDEWALK --+---"~-3.5'WIDE 4" THICK NOT TO SCALE ··-{J..5()' 47.00' 2.50' 2.50' 1.00' ~ ~~OMAX ~ \I FS <::i \1.50 MAX 1 I IMPROVEMENTS 3.42' 1.00' 3.42' 7. ' Aca:5'SWAY "CURB ONLY 47..00' SE£ PROPOSED SECTION PER CONSTRUCTION NOTES 20tJ% 20.00· PARKING TYPE G CURB AND GUTTER MODIFIED AS SHOWN PER DETAIL HEREON S/JBCRADE SECTION 8-B 0.50' 27.00' ACCESSWAY "CURB ONLY NOT TOBCALE 47.00' 20.00' PARKING 2.50' 1.00' ~ FS 2MAX ~1 2.50' ~ ·00% 1l: I 27.00• 0.00' '•l FOR EX..1S7JNG ' SEE DRAWING SEE PROPOSED SEC7JON PER ONSTRUCTION NOTES TYPE G CURB AND GUTTER MODIFIED AS SHOWN PER DETAIL HEREON ~ ACCESSWAY 6" CURB ONLY PARKING 184-IA TYPE G cl'.: 1.00; I SEE PROPOSED SECTION PER CONSTRUCTION NOTES 20tJ% Ml CURB AND GUTTER MODIFIED AS SHOWN PER DETAIL HEREON 1.00' 2.00% =-,.;:: FS 1.00' { <:S ' a.so~ I 1.00' SUBGRAOE 0.50' PEDESTRIAN PIPE GUARDRAIL - POST TYPE (42"HtGH) PER SDRSD M-24 SiJBGRADE 0.50' 1.00' ---·FS 2MAX ~1 SECTION A-A RETAINING WALL TO BE~-- CONSTRUCTED UNDER SEPARATE PERMIT ~FS 1.5 MAX ~1 8.00' MIN RETAINING WALL TO BE --- CONSTRUCTED UNDER SEPARATE PERMIT S.DO' l/4REBAR AT 1o·oc ;ii;; 1£ IQ - 3-1/4 REBAR-~ CON7JNUOUS POUR GUTTER EXTENSION MONOLITHUC WITH NORMAL~~ CURB AND GUTTER LIMITS OF MODIFIED CURB AND GUTTER SHALL BE REQUIRED IN ALL FILL AREAS WITH AN 8' MINIMUM BENCH AT THE TOP OF SLOPE 0.50~ I I ~ ~~ MODIFIED TYPE G CURB AND GUTTER NOT TO SCALE RETAINING WALL TO BE --- CONSTRUCTED UNDER SEPARATE PERMIT FS 2MAX ~1 8.00' MIN FOR STREET IMPROVEMENT PLAN SEE DRAWING 403-9 EXTEND WIR£ MESH FROM TERRACE DRAIN INTO SPLASH WALL CURB AND GUTTER SECTION C-C NOT TO SCALE BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE LOCA T/ON:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. B.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVA T/ON: 49.826 DA TUM: 1984 ADJUSTED ELEVATION 8.00' MIN ,~-TYPED TERRACE DITCH PER SDRSD D-75 FS NOT TO SCALE 11 AS BUILT" A"'@f;: '•1.h•IJ'' R~ EXP, f•Jo •'7 DATE REVIE\vED BY• c:?✓~ INSPECTOR 1----+----+-------------i-----t----i----,----, I sH3EET I CITY OF CARLSBAD I SH~;Is j ENGINEERING DEPARTMENT I~ ::===-==========:.:::::== AS BUILT TOPO DA TE INITIAL DA TE IN!TlAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cll'I' APPROVAL GRADING PLANS FOR: THE SUMMIT AT CARLSBAD SECTIONS SHEET APPROVED d'Y LLOYD 8. HUBBS ~ rot.'_./. uY~ ~/o=r--/4~~-..b~""~:3- CITY ENG1NE6:rPE2!b89ExP1RES 12-J1-05 otTE PROJECT NO. SOP 00-17 DRAWING NO .. 403-9A -i 08' --,,,,,,,,__·~----·· / / ------ ------ I I --r 3!.? FF,= 88,'50 PAD -=,,,, 87.8 . " ,,_ ., 20 0 5-..-, GRAPHIC SCALE 10 20 40 80 /_1 '~-------11 ( IN FEET ) 1 inch = 20 ft. BENCH MARK BY ~ DATE: ~-/0-C)j : ~ALDOLOH R. C.E. 20508 REGIS1RATION EXPIRATION DATE: 9-30-2005 DESCRIPTION: £-20 CITY OF OCEANSIDE LOCA TION:FOIJND CITY OF OCEANSfDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDG£ OVERPASS OF El CAMINO AT HfGI-IWAY 78, NOW STAMPED C.O.S. B.M. £-20 RECORDED: PER BOOK 165, PAGE 7 ELEVATION: 49.826 DA TUM: 1984 ADJUSTED £LEVA TION PATIO WIDTH IS B' !.5'HIGH WAL~ -- KEY NOTES: G Jo/pf/1. DATE FINAL PAVEMENT SECTION SHALL 8£ DETERMINED BY SOILS ENGINEER BASED ON R VALUE AFTER ROUGH GRADING IS IN PLACE PUBLIC UTILITY AND ACCESS EASEMENT PER PR 02-120 To i\ AOO SJ"ORM /1Klill,ITO V//67,C"'10l BASIN 1\ AS BUil T TOPO INITIAL DATE INITIAL ENGINEER OF WOl!K REVISION DESCRIPTION 011-IER APPROVAL CONSTRUCTION NOTES: DEMOLITION NOTES: 0 CLEAR AND GRUB SITE AS REQUIRED PER SOILS ENGINEER SURFACE IMPROVEMENTS: @) @ @ @) @) @ @) @) 0 @ @ @) ® ® @ CONSTRUCT 4" AC OVER 6" CLASS II AB * SE£ KEY NOT£ 1 CONSTRUCT 3" AC OVER 6" CLASS II AB * SEE KEY NOT£ 1 CONSTRUCT 7 1/2" MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 CONSTRUCT 7 1/2" MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 CONSTRUCT TYPE G PCC CURB AND GUTTER COMBINED PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-2 CONSTRUCT 6" PCC CURB ONLY PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-1 CONSTRUCT PCC CURB (CURB FACE VARIES FROM 0.5" MINIMUM TO 6" MAXIMUM) CONSTRUCT PCC CURB (CURB FACE = O") CONSTRUCT PCC RAMP PER DETAIL ON SHEET 10 CONSTRUCT PCC RIBBON GUTTER PER DETAIL ON SHEET 10 CONSTRUCT PCC SIDEWALK PER SAN DIEGO AREA REGIONAL STANDARD ORA WING NUMBER G-7 CONSTRUCT PCC MOWSTRIP (W=1.5'} PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 REFUSE BIN PER ARCHITECT'S PLAN CONSTRUCT SPECIAL PAVEMENT SECTION PER ARCHITECT'S PLAN RETAINING WALLS SHALL BE CONSTRUCTED UNDER A SEPARATE PERMIT LOCAL DRAINAGE IMPROVEMENTS @ ® ® @ @ ® @ @ @ -;::,/,rohz. DATE CONSTRUCT 18" RCP (2000-D) PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-60 CONSTRUCT CATCH BASIN TYPE G-1 PER SAN DIEGO AREA REGIONAL STANDARD ORA WING D-8 CONSTRUCT TYPE 8 CURB INLET PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-2 CONSTRUCT LOCAL DEPRESSION PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NUMBER DS-1 AND DETAIL ON SHT 10 CONSTRUCT PRECAST STORMFJL TER TM PER STORMWA TER MANAGEMENT INC STANDARD DETAILS AND REPORT ON SHEET 1 CONSTRUCT LOCAL DEPRESSION PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NUMBER DS-1 REMOVE INTERFERING PORTIONS OF EXISTING TERRACE DRAIN AND FORM A SMOOTH TRANSITION TO NEW TERRACE DRAIN CONSTRUCT 8" PVC SOR 35 CONSTRUCT TYPE D TERRACE DRAIN PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-75 CONSTRUCT TERRACE DRAIN TRANSITION PER DETAIL ON SHEET 10 CONSTRUCT CURTAIN WALL PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-38 CONSTRUCT TYPE 1 RIP RAP ENERGY DISS/PA TOR, 2. 7 FEET THICK ¼ TON RIPRAP OVER 1 FOOT THICK ¾ GRANULAR ROCK OVER 1 FOOT THICK SAND PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-40 CONSTRUCT AREA DRAIN PER NOS 100 CONSTRUCT 3-3"PVC, SCHEDULE 40 PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-27 CONSTRUCT 6" PVC SDR35 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 -~ ---------------- Al)l) STORM ORAllJ TO JOI~ EXIST. CATC.H SAsttl. 'S(E SHT. 11 F'oRD£TAIL~. 0 AS BUILT" R~p~·]o-D7 /, ·l.f-1J7 DATE ~~ l';; '?' /,, 7 INSPECTOR DATE I SH4T I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ' GRADING PLANS FOR: ~ 1~ THE SUMMIT AT CARLSBAD GRADING PLAN ~~ r . LLOYD B. HUBBS 6ilJP ~.,;C"~ ~~d6 1-ft~/,:,J CITY ENGINEER PE 23& ~ EXPIRES 12-31-05 DATE , DWN BY: HOK PROJECT NO. DRAWING NO. INITIAL CHKD BY: GV P • CITY APPROVAL RVWD BY: 0," SDP 00-17 403~9A - 1 ,I C --I " . ,, .·, ------,.-•••··-----X ••• -...... - :iVc{· · )~,h" ;-.,, • I ,;d,1 :,,\ . ,) . GRAPHIC SCALE ; I. 20 0 ~1 10 l 20 i ,~ I .. "' •,o I' '--~·•-:,.,_( -~I ( IN FEET ) 1 inch = 20 ft. 3;:5_ ::; .>l '.·· I / / '-i- BY ~--~ DATE: 5·/-t>3 µ~JR R.C.E. 20508 REGISTRATION EXPIRATION DATE: 9-30-2005 BENCH MARK DESCRIP110N: E-20 CITY OF OCEANSIDE 11 FF= 96.90 PAO = 96.2 LOCA110N:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORlHEASTERL Y CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. B.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVATION: 49.826 DA TUM: 1984 AO.JUSTED ELEVA T!ON ~ "/ 94.83TW 92.5fJF(t --- 91.50TF Ff= 93.00 PAO= 92-3 94. 7TW 9J.50TF ,ii IS 8' 5 . .?5'W 3. -. -- FS = . ~0 923 79FS 'wl GFF _ ,, ,. , , • (3-5 :. •' . -. (, 91.5fA GFF, .. 1 10 UP '·B=;' -1~iJJ:5r CA!iE B · ·-'"' .j". -'"'~-'.' ·, . ., .. / ' . ., r,.Hi: , ,n CONSTRUCTION NOTES: DEMOLITION NOTES: (j) CLEAR AND GRUB SITE AS REQUIRED PER SOILS ENGINEER SURFACE IMPROVEMENTS: @) @ @ @) @ @ CONSTRUCT 4" AC OVER 6" CLASS II AB * SEE KEY NOTE 1 CONSTRUCT .3" AC OVER 6" CLASS II AB * SEE KEY NOTE 1 CONSTRUCT 7 1/2" MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 CONSTRUCT 7 1/2" MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 CONSTRUCT TYPE G PCC CURB AND GUTTER COMBINED PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-2 CONSTRUCT 6" PCC CURB ONLY PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-1 @ CONSTRUCT PCC CURB (CURB FACE VARIES FROM 0.5" MINIMUM TO 6" MAXIMUM) @ ® @ @ ® ® @) ® CONSTRUCT PCC CURB (CURB FACE = O") CONSTRUCT PCC RAMP PER DETAIL ON SHEET 10 CONSTRUCT PCC RIBBON GUTTER PER DETAIL ON SHEET 10 CONSTRUCT PCC SIDEWALK PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 CONSTRUCT PCC MOWSTRIP (W=1.5'.) PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 REFUSE BIN PER ARCHITECT'S PLAN CONSTRUCT SPECIAL PAVEMENT SECTION PER ARCHITECT'S PLAN RETAINING WALLS SHALL BE CONSTRUCTED UNDER A SEPARATE PERMIT LOCAL DRAINAGE IMPROVEMENTS @ CONSTRUCT AREA DRAIN PER NOS 100 CONSTRUCT .3-.3"PVC, SCHEDULE 40 PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-27 AllD '511111.110(/Jr\-.J "TO ~OIN i.l(IST, CATLH BA:.IIJ_ SEE Sl!T.13 ~ DETAILS. KEY NOTES: G FINAL PAVEMENT SECTION SHALL BE DETERMINED BY SOILS ENGINEER BASED ON R VALUE AFTER ROUGH GRADING IS IN PLACE 0 PUBUC UTILITY AND ACCESS EASEMENT PER PR 02-120 11 AS BUILT" ~~-Z,P,-117 "I• '1c>•"7 DATE t-----+---+-------------+---+-----+----+--------t I SH5EET I CITY OF CARLSBAD ~:::::::::::=:.::::=:::::E:::N::G::IN::E::E:::R::IN:::G::::::::D::E::::P:::::AR::::T:::::M:=E:::N::::T==~~~=; GRADING PLANS FOR: 1011.n TP AS BlJILT TOPO DA TE INlllAL DA TE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL THE SUMMIT AT CARLSBAD GRADING PLAN APPROVEDdY ~-LOYD B. HUBBS/ 4--:i;;~~ ~ ~/&>.~. =~-"'i~l'-'lo~:J_ CITY ENGINEEir PE ~IRES 12-31-05 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. SDP 00-17 DRAWING NO. 403-9A \ '\ ":!PC! ' ,.., ___ , -~ ( ., -t I ~--•• I. \ \ I \ \ \ ?;;NOT BU/L ,IN PLACE·-- RET. WALL PORTION / / i PARCEL B ADJ 02-17 / PROPOSED LOT UNE PER ADJ 02-17 I FENCf PER /-ANDSCAPE ~~.,..._J.--ARCHITEC1S PLANS BENCH MARK i / / DESCRIPTION: E-20 CITY OF OCEANS/OE i / I / f j I / / I / BY: ~1--, DATE: 1,,-/t)-t:)3 LOCATION:FOUNO CITY OF OCEANS/OE BRASS /JISC ON TOP OF HEAOWALL AT NORTHEASTERLY CORNER OF BR/00£ OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPEIJ C.0.S. B.M. £-20 DoffAL:D 0. R.C.E. 20508 RECORDED: PER BOOK 165, PAGE 7 REGIS1RATION EXPIRATION DATE: 9-30-2005 ELEVATION: 49.826 DA TUM: 1984 ADJUSTEO ELEVATION / / / / / / / / ,~CONSTRUCTION NOTES: · n DEMOLITION NOTES: CLEAR AND GRUB SITE AS REQUIRED PER SOILS ENGINEER d --· 1,10 ~SURFACE IMPROVEMENTS: -Jl@@21 ,... ,..-i· 22 ,, ti@ ti ·® t! CONSTRUCT 4" AC OVER 6" CLASS II AB * SEE KEY NOTE 1 CONSTRUCT 3" AC OVER 6" CLASS II AB * SEE KEY NOTE 1 CONSTRUCT 7 1/2• MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 CONSTRUCT 7 1/2• MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 1D GR_APHit ___ . _,.SCALE ,. / ~ --,•ii@ k.•. r--r--,-c._-·_r-/-/---i~j--------✓--_---_-_--_~i JJ 0 I' , CONSTRUCT TYPE G PCC CURB AND GUTTER COMBINED PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G~2 CONSTRUCT 6" PCC CURB ONLY PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-1 DATE INlTIAL ENGINEER Of WORK 11\ AS BUILT TOPO f!NFEET)/ ~/inch = 20 ,ft. s...·' " - -c, 0 ..,_ °' """· --:E ,·Qr \"",.'" REVISION DESCRIPTION DATE /ii@ ti@ t r[@ ll@ ~® cir. ~:_i_@ 1./. :$ .. •i® "" 1_t~ 1--~ I : .. 1\ ~ H CONSTRUCT PCC CURB {CURB FACE VARIES FROM 0.5" MINIMUM TO 6" MAXIMUM} CONSTRUCT PCC CURB {CURB FACE = O") CONSTRUCT PCC RAMP PER DETAIL ON SHEET 10 CONSTRUCT PCC RIBBON GUTTER PER DETAIL ON SHEET 10 CONSTRUCT PCC SIDEWALK PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 CONSTRUCT PCC MOWSTRIP {W=1.5'} PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 REFUSE BIN PER ARCHITECT'S PLAN CONSTRUCT SPECIAL PAVEMENT SECTION PER ARCHITECT'S PLAN RETAINING WALLS SHALL BE CONSTRUCTED UNDER A SEPARATE PERMIT t1ILOCAL DRAINAGE IMPROVEMENTS / li ® CONSTRUCT 18" RCP (2000-D) PER SAN DIEGO AREA REGIONAL Ii STANDARD DRAWING NUMBER D-60 '1® _<F? ~l -"~ 7'@ I •@) J;@ -, I t@ ----1 @ CONSTRUCT CATCH BASIN TYPE G-1 PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-8 CONSTRUCT LOCAL DEPRESSION PER CITY OF CARLSBAD SUPPLEMENTAL STANDARD NUMBER DS-1 AND DETAIL ON SHT 10 CONSTRUCT PRECAST STORMFILTERTM PER STORMWATER MANAGEMENT INC STANDARD DETAILS AND REPORT ON SHEET 1 REMOVE INTERFERING PORTIONS OF EXISTING TERRACE DRAIN AND FORM A SMOOTH TRANSITION TO NEW TERRACE DRAIN CONSTRUCT 8" PVC SDR 35 CONSTRUCT TYPE D TERRACE DRAIN PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-75 CONSTRUCT TERRACE DRAIN TRANSITION PER DETAIL ON SHEET 10 CONSTRUCT CURTAIN WALL PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER D-38 ADJ 02-17 KEY NOTES: INlllAL DATE FINAL PAVEMENT SECTION SHALL BE DETERMINED BY SOILS ENGINEER BASED ON R VALUE AFTER ROUGH GRADING IS IN PLACE PUBLIC UTILITY AND ACCESS EASEMENT PER PR 02-120 "AS· BUILT" ~ b, · l.!f-p7 RCE :z,_,S-<>8 EXP. '1-jo-uz DATE REVIE\,/E~ zltr/4z ~ INSPECT□ DATE I SH6T I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT '2 GRADING PLANS FOR: THE SUMMIT AT CARLSBAD GRADING PLAN APPROVED er -LLOYD B. HUBBS ~ t,-r~ 10,r'fp--.J ~ PE 2 ~RES 12-31-05 DATE DWN BY: HOK PROJECT NO. DRAWING NO. INITIAL CHKD BY: GVP OTHER Al'PR-OVAI. CITY APPROVAL RVWD BY: ~/ SOP 00-17 403-9A / 081 C C • ,• -"==-"'~ . "' q,, "" • "' t:::' _' o' · ai <5G- ,> - FF= 90.SO , PAIJ ;, 89. 8 3 \ .,.,, . I -··-----~:~ """ ·•" '---.~' ---~ _:: ·r:r·~ I ·\., I \.j .. _____ ~~ -- CONSTRUCT /O N NOTES: DEMOLITION NOTES: 0) CLEAR ANO GRUB SITE AS REQUIRED PER SOILS ENGINEER SURFACE IMPROVEMENTS: ® @ @ CONSTRUCT 4" AC OVER 6" CLASS II AB * SEE KEY NOTE 1 CONSTRUCT 3" AC OVER 6" CLASS II AB * SEE KEY NOTE 1 CONSTRUCT 7 1/2" MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 @ CONSTRUCT 7 7/2" MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 CONSTRUCT TYPE G PCC CURB AND GUTTER COMBINED PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-2 CONSTRUCT 6" PCC CURB ONLY PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 @ CONSTRUCT PCC CURB (CURB FACE VARIES FROM 0.5" MINIMUM TO 6" MAXIMUM) @ 0 @ @) @ ® @ @ CONSTRUCT PCC CURB (CURB FACE = O") CONSTRUCT PCC RAMP PER DETAIL ON SHEET 10 CONSTRUCT PCC RIBBON GUTTER PER DETAIL ON SHEET 10 CONSTRUCT PCC SIDEWALK PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 CONSTRUCT PCC MOWSTRTP (W=1.5'} PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 REFUSE BIN PER ARCHITECtS PLAN CONSTRUCT SPECIAL PAVEMENT SECTION PER ARCHITECr'S PLAN RETAINING WALLS SHALL BE CONSTRUCTED UNDER A SEPERA TE PERMIT KEY NOTES: G FINAL PAVEMENT SECTION SHALL BE DETERMINED BY SOILS ENGINEER BASED ON R VALUE AFTER ROUGH GRADING IS IN PLACE 0 PUBLIC UTILITY AND ACCESS EASEMENT PER PR 02-120 LO GAL DRAINAGE !MPRoVE/VIEAJTS: BENCH MARK DESCRIPTION: E-20 arr OF OCEANSIDE LOCA TION:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S B.M. £-20 RECORDED: PER BOOK 765, PAGE 7 ELEVATION: 49.826 DATUM:1984 ADJUSTED ELEVAllON ----------------------------------------------------------------------,------------ ,._ofESSto~ <;)' , u. ~ ~ <"- BY· -~--- ~ "I-. ., ~ 5-1-0-s NO. 20508 z DATE: "' "' "' EXP. 9-30-05 "' 'i ~ ~R "11> ..._T R.C.E. 20508 -,,~ C/y\l 0,._+ REGISTRATION EXPIRATION DATE: 9-30-2005 OF" CAI-\~ /O//t.lJ'l. TD '" Ano s~M. D/1.AtN yo u .. T. GATC.H BA-:;11\1. lo/tb/12 Gi'f' 1\ AS BUILT TOPO DATE INJTJAL DATE INITJAL DATE INJTJAl ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL -~ ,---··--. ....;:;.... -... _ " _,,,. / /" -1 ---- 20 .. 8D I l ___ ~I ( IN FEET ) 1 inch = 20 ft. "AS BUILT" Rt1!:f?JX~~-)04 11) "·/J•I>] DATE REVI~ BY• 7 Jr 7 /.,, 7 Geer□~~ DATE I SH7T I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT GRADING PLANS FOR: &_1:3 /' THE SUMMIT AT CARLSwLll.D GRADING PLAN APPROVEDdr LLOYD B. HUBBS /r ffe,:;-'ca~L?.'v-r~ 1, •/4.:J CITY ENGINEEY--PE 2 ~RES 72-31-05 Di<'TE r- DWN BY: HOK PROJECT NO. DRAWING NO. CHKD BY: r;,ur,, RVWD BY:-~ / SDP 00-17 408-9A I I / ' "\; 1022 .,~----- 081 1. - C - .i DO 3 t ,,. e ::, p ~ PROPOSED ior UNE PER. ADJ 02-17 ,\_ i GFF. .. ifW !; "'-·1 G-5 I .. RECREATION AND / ·LEA SIN,G BUILl)ING .. Ff = 94.50, PAD= 93.8 • .,:,_,:,,-'" ·-· 2.5' HIGJ/ !VALL \ FENCE f'ER LANDSCAPE . ARCHITECiS PLANS I BY· ~~-DATE: 5-/-1)'$ ~--,,....,"'A"'.""u....,~.,__,OH_R ____ _ R.C.E. 20508 REGISTRATION EXPIRATION DA TE: 9-30-2005 :,....-~-,\.-.,. ~-. / \ \ BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE LOCATION:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. 8.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVATION: 49.826 DA TUM: 1984 ADJUSTED ELEVA7JON --------- \ ,--. / / \ ;o/rz.tn rr, A . DAlE INl11AL ENGINEER OF W0RK \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \_ / \ / / / / .. / _.,~ ''•',;:.7..._ 40 ~" 80 l~~ _ ___,I M>I> :SfC/1./1 ~i,/71' £XIST. Clt"R.t _.!>IN. /1\ 1-19 BVILT T0PO DAlE INl11AL REVISION DESCRIPTION OlHER APPROVAL \ \ \ / CONSTRUCTION NOTES: DEMOLITION NOTES: 0 CLEAR AND GRUB SITE AS REQUIRED PER SO/LS ENGINEER SURFACE IMPROVEMENTS: 0 @ @ @ @ @ @ @) ® 0 @ @) ® ® CONSTRUCT 4" AC OVER 6" CLASS II AB * SEE KEY NOTE 1 CONSTRUCT J" AC OVER 6" CLASS II AB * SEE KEY NOTE 1 CONSTRUCT 7 7/2" MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 CONSTRUCT 7 1/2" MINIMUM THICKNESS PCC APPROACH APRON PER DETAIL SHOWN ON SHEET 10 CONSTRUCT TYPE G PCC CURB AND GUTTER COMBINED PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-2 CONSTRUCT 6" PCC CURB ONLY PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-1 CONSTRUCT PCC CURB (CURB FACE VARIES FROM 0.5" MINIMUM TO 6" MAXIMUM) CONSTRUCT PCC CURB (CURB FACE= O"} CONSTRUCT PCC RAMP PER DETAIL ON SHEET 10 CONSTRUCT PCC RIBBON GUTTER PER DETAIL ON SHEET 10 CONSTRUCT PCC SIDEWALK PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 CONSTRUCT PCC MOWSTRIP (W=1.5') PER SAN DIEGO AREA REGIONAL STANDARD DRAWING NUMBER G-7 REFUSE BIN PER ARCHITECT'S PLAN CONSTRUCT SPECIAL PAVEMENT SECTION PER ARCHITECT'S PLAN RETAINING WALLS SHALL BE CONSTRUCTED UNDER A SEPARATE PER AOD STORM DlllttJ 70 JOIN EXl!>T. C..ATC..I+ BA$1N. seE $HT. I?, /'!)R l)ET,tlL~. KEY NOTES: G FINAL PAVEMENT SECTION SHALL BE DETERMINED BY SOILS ENGINEER BASED ON R VALUE AFTER ROUGH GRADING IS IN PLACE PUBLIC UTILITY AND ACCESS EASEMENT PER PR 02-120 "AS BUILT" ~ t, ·l.8•d'J RCE -Z.o fO t EXP, 4• 1f>• OJ. DATE R~BY• ?/f./,,, 7 -~~& INSPEtT□R DATE I SHBT I CITY OF CARLSBAD ;Yi: ENGINEERING DEPARTMENT GRADING PLANS FOR: &..,13,,J THE SUMMIT AT CARLSRA_D GRADING PLAN APPROVED9'j" LLOYD B. HUBBS to/tf.(1'l. r-.yf ~ W"'~ f.Pt-o/-e~ CITY ENGi~-PE ~PIRES 12-31-05 Di!:TE -· DWN BY: HOK PROJECT NO. I' DRAWING NO. DAlE INITIAL •; CHKD BY: li:,\/f' !: CITY APPROVAL RVWD BY: ....-.?7 SDP 00-17 I: 403-SA / < ·e ' c~ ', - CONSTRUCTION NOTES: DEMOLITION NOTES: 0 CLEAR AND GRUB SITE AS REQUIRED PER SOILS ENGINEER :53J SURFACE IMPROVEMENTS: RETAINING WALLS SHALL BE CONSTRUCTED UNDER A SEPARATE PERMIT ---- BY·.• ~OHR R.C.E. 20508 REGISTRATION EXPIRATION DATE: 9-30-2005 ~-= ®Wi' ~it. ~ ·-.. I- 't~: ----,---~- I I / / / I / BENCH MARK DESCRIP170N: E-20 CITY OF OCEANSIDE LOCA170N:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OvtRPASS OF EL CAMINO AT HIGHWAY 78, NOW STAMPED C.O.S. B.M. E-20 R£CORDED: PER BOOK 165, PAGE 7 ELEVA 170N: 49.lJ26 DA WM: 1964 ADJUSTED ELEVATION r GRAPHIC SCALE 10 20 ______ '° BO :-i--1 ___ ___,I ( IN FEET) 1 inch -20 ft. £D. G. &:E. EASEMENT ' F.N:-/9-50/L_ ' R[CORD[fr 1 Z-15::66 __ FINAL PAVEMENT SECTION SHALL BE DETERMINED BY SOILS ENGINEER BASED ON R VALUE AFTER ROUGH GRADING IS IN PLACE 11\ 116 Bl/JLT TOPO DATE INITIAL DATE _.?5 -~_,,.-----, . ..._ INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ---------------- ·-•·: ,..,, ) '.'---.---.✓-· ·, "AS BUILT" ~ ,-l.,l•f1 ?c'E 'lt>St>II EXP. 'f •"Jo-117 DATE W& 7)9'/4 7 INSPECTOR DATE I SHBT I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT . GRADING PLANS FOR: THE SUMMIT AT CARLSSA;D GRADING PLAN APPROVEDdY -S~YD B. HUBBS -h -/ ~,,,.;,vt:,::. --. /e,, :tG./o:J CITY ENGINEER' PE 23BIJ!J EXPIRES 12-31-05 DATE r- OWN BY:~ PROJECT NO. DRAWING NO. CHKD BY: r...vo - RVWD BY: / ,,· / SOP 00-17 403-9A I 08 C ( • • RN/SH SURFACE AT STORM DRAIN lj_ 100 HGL =BJ.49 :!:: :!:: :!:: ~ ~ f? ~ -"' ~:::i,.. '.::).. ::::i.. c:s~ ~~ ~-~ ~ c:, ~ t'.> ~ c:, ..,_..,.;. ....... Q -"I--r~c:,to "i-....: ~(() -to-co :=:ta 0100 = 15.7 CFS 0100 = 10.5 CFS VIOO = 13.3 FPS M. VIOO = 21.5 FPS MAX CONSTRUCT 69.80 LF SEE DRAWING 403-9 PU8LJC SYSTEM 18• RCP {2000-0) PR/VA TE SYSTEM SEE PROF/I.£ AT LOWER RIGHT WESTERLY OF B/JILD/NG 3 @18" RCP PROFILE AT FIRE ACCESS NOT TO SCALE (2- ~ ~ ~ PAVEMENT FS . '-;, .-1/2" R TYP ~-1 ELEVATION 1/2" I • @) PCC APPROACH APRON GARAGE FACE- 3.00' R GARAGE FACE- 3.00' R GARAGE FACE- 3.00' R NOT TO SCALE 6 .CF 0_5 ,R L PER PLAN 0_5 1? 'ARIES: 2-6"CF @ 6n CF TO 0" CF DETAIL NOT TO SCALE 2.25' 1 .9.25•:I 2.25' p.25•: I 3.00' R 38.25' CASE 8 PLAN I • 9-~;?: I µ.~~: I I 3.00' R • JIJ.03' • CASE A PLAN @) PCC APPROACH APRON NOT TO SCALE i-1 ..... _____ _,3='8.=25,:...' ---------ii ~t CASE 8 PLAN 2.10' 2.16' ~ ~ I. 9.25·:, µ.25·: 1 r ~ 01 I. 38.03' 1--:r .,__ ----------'==--------• ~I CASE A PLAN @ PCC APPROACH APRON NOT TO SCALE PVMT SLOPE PER PLAN B.EVAlTON ~6 '?."~ ~ ~ 8.33% (12: 1) MAX PVMT SLOPE PER PLAN ..,. __ , ~ fli~ . 11.i}i (1~_:.;/MAX: -·-,-• • , ";, ~h%f12.:il~AX, § ll.:o:'. • •. ·i viktES ' -. ' • ·:5, i:r 5 . . : ' ~ VARIES " , •.. "'J, ..o tP. PVMT SLOPE <!pc.l-. PER PLAN ~ PLAN PCC SIDEWALK RAMP NOT TO SCALE I.SO' 1.50' • • .,, ...: TFS ~1 1/2" R -."':,'--,,,:--: .. ,-, -.. ::: .. ;\~~· ,t;\ ' ' .,> - ELEVA710N PCC RIBBON GUTTER NOT TO SCALE . c:, IO --; ,~~I i :;::•~::~:--,"'•-=";~__ :;;-', -~ .. ---,,,.,--;~~--'-:---:--,-,--'"":""'"--:----:--'"""":"~--:----:--'"-::--.. : I ---·ii'.:=, --•£! ~:~ .• _-_r-:-"7"::;.,,,,.,,-,.,,...-,,;c-:-:,:-;;,-c:7"'"--:---,,---,...,..,,-~-c-;:c~-,.,--:::,;,-~-:-:::,~;--/ ; ~;i,; --·r· '-::--"~~~~=~~~-"~'.c__:_'· -~~--2.;·~-:S--,i~ ><: ~ ~ ~ 6'. ~ ~°' CURB ONLY ;,> ~ OR ~ CURB AND GUTTER +-"-+---- - --I I I I I ;11 I ""' I I :11 I ""' I 2. 00::(0, • MAX 8j _,: ;. CASE A PLAN REFUSE BIN ADA ACCESS TRANSITION FROM B"CF TO 6"CF IN 5' WHER£ APPUCABLE PER PLAN /IQT TO SCALE 1,5{)' ><: ~ <.r• ~ CURB ONLY OR CURB AND GUTT£. c:, It) +-+-<--- - - - -I I ',-:-:;·: I ;11 I~ I ;,,:;_ ii ~ A' ~ ~ c:, ...: ~ CASE 8 PLAN REFUSE BIN ADA ACCESS IIOT TO SCALE PVMT SLOPE PER PLAN ELEVA710N - PLAN I . re---'----, ~-a-1~•~-----,.......,,--,--,__f6"MIN C: - "' "' • J' tP. PVMT SLOPE J' o • ~~ '%,0-. PER PLAN ~Q... St ~ PLAN "" ~ @i---_P_C_C_M_tJ_W_S_li_'R_'IP NOT TO SC.M.E 4. • . IO 9 74FL DRAINAGE CHANNEL NOT TO SCALE Q35' PAD EL I SWALE PER PLAN 5% MIN FOR 5• @) PCC SIDEWALK RAMP 6"CF MONOUTH/C CONSTRUCT 1 6"CF SWALE HP AT BUILDING FF NOT TO SC.M.E I. • . ·-q ' • -J,<c • •• ( . ' ·1 !) . -, " -I 1/2" R TYP WESTERLY OF 8/J/LO/NG 12 ELEVA710N TRANSITION FROM RECTANGULAR TO SEMI CIRCULAR SECTION CURTAIN WALL 10.68 LF 18" RCP (2000D) AT 1.00% CURTAIN WALL T'rPE D TERRACE DRAIN ,_, TYPE G-1 CATCH BASIN ' 95.74R. "> ~-,s, ~ "? 8.00 LF 8" PVC SDR 35 AT 1.00% B.EVAT/ON •' . ~-, .------'~~----'-', -- 6' X 8' ST:ORMFIL TER TM 45.86 LF B"PVC _ SDR 35 AT 21.60% @ PCC APPROACH APRON CURB BASIN TO DOWNDRAIN NOT TO SCALE NOT TO SCALE _, -:-~..:'·· .-.t, ---,,~ .. .--~--'--"--'-, '-' -,.,, .. •:· .,., C. ., /i -L' -,_., ·: _, e 6"CF MONOLITHIC CONSTRUCT --- 8" PVC SDR 35 TO STORMFIL TER VAULT 10.88 LF 18" RCP (2000D) AT 1.00% SECONDARY OVERFLOW 0.35' WITH FILTER 37.84 LF 8" PVC SDR 35 AT 25.16% - 8' X 16' STORMFILTERTM SEE PROFILE AT UPPER LEFT WESTERLY OF 8UILDING 3 @ STORMFIL TER ™ AT FIRE ACCESS NOT TO SCALE "" I ---- ' ·" -: ·,=;'f-,:;/ -TRANSl710N FROM RECTANGULAR TO SEMI CIRCULAR SECTION ~"'==~==='i=1. !)~1 TYPE G-1 CATCH BASIN r-~~--:,-----,,---,---~---.,.,.-,-,--~--,-~ k~,. . ' .;:. . ,,,_ ' r:,,----il• ! C i' ;; /"'1 i• I.T--- ~--1-L, I /'f \-:f. n-----c____ I • J. CURTAIN WALL /\jf,-~-. ,;, _ ••. _ ,J.~,:-c_ -1;/_ -TYPE D TERRACE DRAIN WESTERLY OF 8IJ/LO/NG 7 CURB BASIN TO DOWNDRAIN NOT TO SCALE ~-:.--'ii ~" _ 10. 77 LF B"PVC .. SDR 35 AT 1.00% CURTAIN WALL "-..__ TYPE D TERRACE DRAIN BY:D~..._ DATE: ~-I0-03 R.C.E. 20508 REGISTRATION EXPIRATION DATE: 9-30-2005 ELEVATION 8' X 16 STORMRLTE. • "RTM 'c" •· BENCH MARK DESCRIPTION: E-20 CITY OF OCEANSIDE LOCAT/ON:FOUND CITY OF OCEANSIDE BRASS DISC ON TOP OF HEADWALL AT NORTHEASTERLY CORNER OF BRIDGE OVERPASS OF EL CAMINO AT HIGHWAY 78, N/JW SfAMPEO CO.S. B.M. E-20 RECORDED: PER BOOK 165, PAGE 7 ELEVATION: 49.826 DA 1UM: 1984 ADJUSTED ELEVA TIQN ~.,. n DATE -. - cf.·-• ,,i·., INITIAL ENGINEER OF WORK -57. 01 LF B"PVC SDR 35 '7 2'7" ~ --"~ -:a, "' ·~ \S> ~ 7 11\ /15 BUILT TOPO DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IIOT TO SCALE TYPE 8-1 CURB INLET "AS BUILT" ~'9-71,,-07 i-28-tJ7 • DATE ~_/27£ 2;; o//4,,7 INSPECTOR DATE 1 s,oTI CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT '2 GRADING PLANS FOR: THE SUMMIT AT CARLSBAD STORM DRAIN PROFILE AND DETAILS APPROVEDPY , L_l-OYD B. HUBBS /4 ~~~~ /e-~h-:J CITY ENGINE --PE 23'~ES 12-31-05 DATE .,,.- DWN BY: HOK PROJECT NO. DRAWING NO. CHKD BY: r.:.yP RVWD BY: r· / SOP 00-17 408-9A 08 , ... C 0 "" - EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAMES STACKHAUSEN AT (702) 734-4644 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE 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 CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE /NCORPORA TED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF B. C. D. E. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS H/GHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION /DENT/RED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. TH£ PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROS£ CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNJCA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG A TT ACHED 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 IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF TH£ STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE 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, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED DR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 50'MIN. PUBLIC RIGHT- OF-WAY 8" MIN. PROFILE EXISTING GROUND PUBLIC RIGHT-OF-WAY I 5 'MIN. 14'MIN. T PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCT/ON ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE FLOW ---- ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE FLOW---- ~"~ ::;;•~~ .. " EMBEDDING DETAIL 4" VERTICAL FACE WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR --- 2 RE-BARS.STEEL PICKETS, OR 2"X 2" STAKES 1 1/2' TO 2' IN GROUND ANCHORING DETAIL "' DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG TH[ LIN[ OF POSTS. -------- J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE FILL SLOPE 9 IN. MIN. 2 FT EARTHEN RIDGE UNLINED SWALE & BERM WIRE SCREEN GRAVEL FILTER 121····-·~·--·.·, ... ,:. ' RUNOFF WATER WITH , '~II 'm'--'-'mw.t ,. SEDIMENT -,, t::'.::I II 11 • SEDIMENT I FILTERED WATER DROP INLET WITH GRATE ~--coNCRETE BLOCK ---- BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WITH GRATE COMPACTED SOIL TO PREVENT PIPING 2X6 STRUT(S) RUNOFF WATER WITH SEDIMENT STAKED STRAW BALE • 2X6 STRUT(S FILTERED WATER STRAW BALES STAKED WITH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS FLOW 2X6 STRUT(S) REQUIRED WHEN NOTED ON PLANS HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB \ ) RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0 9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 4"-6" LOGS LOG CHECK DAM: i 18" I 24" A POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) 24 IN (61 CM) j COARSE AGGREGRA TE~ 1 FLOW 0 (B) L~DISTANCE SUCH THAT POINTS A AND B AR[ OF EQUAL ELEVA T/ON GRAVEL CHECK DAM R/W I ¾" x ¾" (19mm X 19mm) WOOD STAKES MAX 4' (1.2 m) SPACING ON CENTERS FIBER ROLL DETAIL 24 IN (61 CM) -..., BY: .• -' -f----D~~ R. C.E. 20508 LEGEND DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNIJNED SWALE & BERM D-75 IJNED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER IJMITS OF CLEARING & GRADING GRAVEL BAGS BYDROSEEDED/PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP EROSION CONTROL BLANKET QUANTITY SYMBOL 2 EACH ----- 412 BBBBBBB ==>==>==> 4 EACH 720EACH = 39,490 SF VI VI VI VI ~ cxxxxx:xx::x::x ----• ... ~ 35,390 SF FILTER ROLL 1,885 LF -FIBER ROLL- '' AS BUILT" DATE REGISTRATION EXPIRATION DATE: 9-30-2005 ~ CITY OF CARLSBAD ~ 1-----,1----+----------------+----+--+----,l----f L.!!..J ENGINEERING DEPARTMENT L__Jg_j ::==::'....':::==========:'....::::::=~ DATE INHlAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL THE SUMMIT AT CARLSBAD EROSION TITLE AND DETAIL APPROVED ,!fr LLOYD B. HUBBS 4-6 ~11@:IW'! /0~~"3 CITY EN~ R P ~89 EXP.12-31-05 7 1) TE OWN BY: HOK CHKD BY: VP RVWD BY: PROJECT NO. SOP 00-17 DRAWING NO. 403-SA ;m i::.1,ov; t;; '), ' , I n,\-il . µ ( ;,, --~-,,. ~~~· ' i'll(~ ~ -"";c..~-·~--' / 7~t~1~-i •. -· .. .,/J"-' ,/,.5-.' Sf. i "' °:,.,.._.,,t; 1-~ ~ ... ~-· --9~'- -~~ ---~-..,, ·----~-. . zo.. ,·,·~c·--"-·c<>;=.. -...__..,....,. _......,_,.,.,,.;..___ -'(~•-:~:--~;'."".:·,c:--,,___:, .:~ .. ,.~_f_-:_,, _ _,;:_,;~,,__: .•. -~i' .... , .,,, , -.<·'"1'"''•:",~"-~":,": c.:·-~:.,~ -.~,:,;,.,.,.:_::;:::::;:::_.,._ -~;.::::.:;._ ,:-, --·· ·-'~~--_ . ., • ~r . ·-:":..,__ T..'., - HA '( -BALE SIL T BARRIER -' ,' , / -;/,,·-::,;--~~-7c': ~f;- l.fl. fiAGS TYPICAL} . . ' HA'(_BAL /,r ,.,.,. _i~_,_/ ,:--; !:~ ;~1/,;-'iriJi~~t~iir 5C'--':'.',:, -;;, ,, ' ,.! f+_, i• i:4+.-i:.;.i;:,.., , • ~,--/'~ .;,~,~',!•U'ii,f-1',•f'.;, t_,2.,.,~!cl -·i.!~••, .• )''"");•"""':•-~! _ .,~ ff.;.~,irL~j ~i}f,~]j~,ry;'.f ~i;, .• t_.,,f«,-,,..1, G/?,l\VEL 1//f,S, ,,,, ;n;, -(TYPICl.i!t t·i--:~r. > ;-, /r -'_ l },-,_(,i;,' ~n'., f;:,"":-~-!: .J:.,t, ~ ii ), ,f \ \ --,;7 -GRA vii BAGS -----""' --------r;Rtfft/CA8tf7-' . -\;:i:~ . · i~ ' l rf~,-T] c1~r,-i ,, i .... l . (~ , i r----r, 1/f;'"::>-:..,-<{:::~~~ "'" i; .. rA?f . ; . ; ; " ,; " ··~ l , 1' 't " " 'I ~ • -. -'><~';... -<.-:.,, "\.,,. ·G:~~:;it l~t:':~~~ ~:"::_ 1·,~~ ":"'=,~;~,,;-~~,·~~?'~~,~}~~ -"~~"'J'°'~-"~~--J -"· ii:~t.;':': "~, . --~·;';_ --~,.,,,-o,~--• -, .. ----~ ------•'¥"·;.. ,-,.-,_c..-,,~,j: "'Sc"-• ~ .-.-' .... • -,...,. • -r ......,_. __ .,.__.,._, ............... ------~-J>;<,..it-,.0...~_,._ .. ---"' ___ ,.. __ ---~ 1 c<" -,,_., __ -_ ~ i<,--,_,... ·, ,, •/~~ '..; -·,:\., • :w.::::;;.j :';:;;; o:c·:=;:;; :C,iC£C,::_":Ci,:CC,'._ ;::,;;.:,;,:c::,:;:,::;;,CS:CC.'-C".'CC'.C: ,:-,c·;:'!f: . j ,.: • ---• 't~)fitit;\:,;,,• , _______ ;~ _:53 "~<-<r''~"-\c':':, d b!!.._,,,, ;'(~:~tr~~:::~~~ iS:=™==~,,.,:-',~ ,..-~-·-.... . , .t-,·" '•,_~~)!' Jit)Oi '-~\tf,' . .;...~ !\! ~: --1¼ ·,.-,.; ·, ,,.-; M '• ;f' '.~,%-'t', ; it==~;~~tt ....... ..,,,. ~'l"''alfflnii:~, _,; .. :->CJ,, ,:)' --.• • '¼; ,~, i lt--,,•,,·,:_e-L~~"", "'·-'-•·---:~::~::· ''f'"'lmr"s:--~c:: ,~ -• s,~;;1t:,",' ' i1~;}:,~tf•·, :~,, ''<•-l;" C -;.\.,"" r~~., ~ i , / i--''-"""is; !,., .. ~.11...., 1;,,Y. {,/" ~, ; / (~''.t~,:~l::1\ i : \,,,.~., ';J+,,,...,.,1-,,--.lil'"i', ; ~ ---,. i J;f,4 f•"' .;-?"t:,, '-'; ,, "'.Vir-;~"" _:~\,, . .,,. .• _.,,.,,,,,,.J,.),, .. ,...~--i> ..,_ ""··' ' ".f~i] \'·'--~ ... -.'FO"'._.--,,, -,,,"-. ' ' '': C, ·'°-. /;,.2 -~--,, ,. ;" ' \,,,-., 'o>: ,, . 1 ,, 1 FL,--,+-'-,-'-.,,_, •~~""""""l''' '".I---"---+ L--,--...Jd/-,-•. -'•::-·~-,<>,)";::; •c-,.·~~---~---~~-~--,,_\\'\ :is:,,i· ~~~-,\ i 't l /' ,. \=.io--..,., _,~-, .. .,..,,,_,,;;:,~.;;:;.:.::::t~~~'~'"-"'"'--·--===---~,.-e""'''~"""-"~·=·-<"--.."•'•"'-'~Y,W,,, .• ~-. •. 1-' --.,,,;_·-··, -\ , " H ~~s .,,.,,,,.,. "",.,,.; &-Y Jre--.. ~--= ·=~ = ,.,,."·· ~,~,fl l'= ·=-.,."'~. """~i :~;, "~:,., f'--· ;-. · i'.\•,:,< .• 1.~'"'--•/;r~~111E1;]rl -·· ·tJ ti1~-~{~}:::c:_:,;i; . -~~ ~ . f /i-'2--,r,j:, ,>-..,,)< :"_,..·-~ . \ BY: __ ""'~'-"'-/_'"""/~,-,,... A-··_ .. >-----.. ___ DATE: _5_-_:_l_-z:;tJ-=:3 __ o#i.¢'6.~-~t) R.C.E. 20508 REGISTRATION EXPIRATION DATE: 9-30-2005 \ ·----,,..,,. ,, .... ..__:_iiif '.--,.,-~<{~-·;ii'i.ii':'c-r"-: er~~ ·•.h.,--'--:,·~-~-yv-~.~.--- S \ \ \ \ \ \ j i / ,,, GRAPHIC SGkLE \ \ ~. ~, ~ '~ ~-· I 'I'-'.-.• _r -;--"-'a~-~-~r-· ,,·. ' ' , -z:_-·,. ~,-•"" ·, .-. -1' -· -. - -, I : _ .. 1· .. ----~ --'-.. "I DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL DATE INITIAL CITY APPROVAL ~ L_Jg_j "AS BUILT" CITY OF CARLSBAD ENGINEERING DEPARTMENT DATE ' DATE THE SUMMIT AT CARLSBAD GRADING PLAN LLOYD B. HUBBS 889 , ("".,-1/ip? EXP12-31-05 )'DTE PROJECT NO. SDP 00-17 DRAW1NG NO. 403-9A G-3 G-3 • T DW LAT. 1o" SD ~~:,;:::;;;;;:ttr~~~#lzt1i'J1 i/i---;~~£.' . DW LAT. . .SJ TOP _1o".~SD~_ 13 --- • --r---- 1--------- : i : Tn .---"7 A I I I 90.12FL MATCH EX. 90.67 UP (ro+ 1') 90.82 UP (ro+0.25' S=0.0050 91.27TC GB (90.77F'L --(M2&_ MAtCHEt1? 90.47TC (89.97FL) (0.52%) (1.80%) (90.84LIP) MATCH EX. 87. 6FL ' 87.1 FL ~1 g 'ii I V, I FF 3 irEXIST. r V-GUTTER 90.34TC (89.84FL) = (90.50) 81.14 /NV LEGEND: ~ XX.XXINV ~ (XX.XXFS) 0 ~ Cl I I 87.83TC 87.33FL) 3 L...---7 I I __ _, 81.00 /NV 5 STAINED CONCRETE REMOVAL LIMITS EXIST. V-GUTTER ASPHALT REMOVAL LIMITS PROP. ELEVATION CALLOUT 1 O' O' 5' 1 O' p I I \ EXIST. ELEVA T!ON CALLOUT SCALE: 1'' CONSTRUCTION NOTE DISPOSITION NOTE -1 O' NOTICE TO CONTRACTOR CONTRACTOR TO POTHOLE EXISTING UTILITIES AT ALL CROSSINGS AND NOTIFY ENGINEER OF THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO STORM DRAIN CONSTRUCT/ON. ----G-3~ --=-- It) t!: c:i c::i e <!l G-2e .... G-1 -l_ I I I I I --' -1 90.76TC 90.26FL ' I I 1----- I I I ~EXIST. V-GUTTER 91.37TC (90.87FS) \ !--+--------+-.,,,-// ~ SEE GRADING DETAIL ON RIGHT 0 2 ~ f.,.. 0;:';;_.-----. e ..... G-1 BCR 90.51TC 90.0/FL 90.15 P MATCH EX. 12· GRADING DETAIL SCALE: 1" = 5' EXISTING ELEVATIONS ARE FROM AS-BUILT PLAN SET. CONTRACTOR IS TO CONSTRUCT INLETS & GUTTER ELEVATIONS PER THE RELATIONSHIPS PROVIDED IN ABOVE DETAIL. 4' 18" l' LIP EX. ASPHAL7 ----1 I \_ NEW V-GUTTER CURV£ DATA TABL£ CURVE # DELTA RADIUS LENGTH Cl 45·oo·oo'' 22.50 17.69 C2 90·00·00· 22.50 35.33 C3 22·30•00· 45.00 17.67 L 1 --10.47 L2 --60.35 L3 --29.04 L4 --51.28 L5 --23.32 CONSTRUCTION NOTES: 0 CONSTRUCT GRATED INLET PER APWA304-2 WITH ADA APPROVED TRAFFIC BEARING GRATE. 0 INSTALL 18" RCP WITH BEDDING PER DETAIL HEREON. 0 INSTALL NOS 12" CATCH BASIN WITH CAST IRON GRATE PART No. 1213 OR APPROVED EQUAL. 0 INSTALL 10" PVC SCH-40 WITH BEDDING PER DETAIL HEREON. 0 CONNECT STORM DRAIN TO EXISTING CATCH BASIN. 0 REMOVE & REPLACE ASPHALT PER CITY OF CARLSBAD STD. DWG. GS26 0 REMOVE & REPLACE CONCRETE GUTTER. r';\ REMOVE & REPLACE STAINED CONCRETE TO MATCH. CONTRACTOR TO RECEIVE CLIENT'S V APPROVAL BEFORE PROCEEDING. SEE DESCRIPTION OF CONCRETE COLOR ON RIGHT. 0 REMOVE & REPLACE CURB & GUTTER. @ PROTECT LATERAL CROSSINGS. REPLACE LATERAL PER CMWD W-4, OR CITY OF CARLSBAD S-7, AS APPLICABLE, IF ANY DAMAGE OCCURS. PLACE SAND CUSHION AT LATERAL CROSSINGS. @ PROTECT EXIST. FH & 6" PVC LATERAL (CMWD W-12) @ CONSTRUCT MODIFIED JUNCTION STRUCTURE PER S.D. REGIONAL STD TYPE A CLfANOUT DRAWING D-9. ')(' DIMENSION TO BE REDUCED TO 3.5'. @ REMOVE AND RELOCATE PREVIOUSLY Pl.ACE STORM DRAIN. REPAIR ASPHALT & CONCRETE. NOTES: FINISHED GROUND OR FINISll£0 SURFACE <:ONCREIE l!J\CJ<FIU. WHEN SPE<llFliD 1. ALL MATERIAL MUST hlEEf THE APPROVAL OF THE FIELO INSPECTOR. 2. SEiECT COVER MATERIAL SHAU. BE SANO OR OTHER GRANULAR MATERIAL WITH A MIN. SANO EQUIVAl£NT Of 2:;. 3. l!lli:DOING SHALL CONSIST OF SANO OR OTHER GRANULAR MATERIAL WITH A MIN. SANO EQUI\/AlENT OF 25 UNLESS GROUND WATER IS PRESENT, IN WHICH CASE BEDDING MATERIAL OF #3 ROCK IS REQUIRED. 4. BEDDING ANO BACKFILL SHALL BE COMPACTED TO A RELATl'IE COMPACTION OF NOT LESS THAN 90l!, EXCEPT FINAL 2 FEET WHICH Will. BE NOT LESS THAN 95':. STORM DRAIN BEDDING DETAIL DISPOSITION NOTES: STAINED CONCRETE PROP. GRATED INLET PROP. (2) 1 O" PVC SD (2) 10" PVC D~ SECTION A-A N.T.S. 38" MIN. 3/4" GRAVEL OR CRUSHED ROCK STOFM DRAIN BEDDING DETAIL (2) 10" SCH-40 PVC NOTE: USE SHORING PER CAL OSHA REQUIREMENTS AT LOCATIONS WHERE EXISTING STRUCTURES FOOTING'S 1: 1 SPHERE OF INFLUENCE Pl.AN£ CROSSES TRENCH. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE'wED BY, INSPECTOR DATE 1201 PROTECT IN PLACE EXISTING WATER FACILITIES @2) PROTECT IN PLACE EXISTING SEWER FACILITIES PER LANDSCAPE ARCHITECT'S PLANS STAINED CONCRETE IS "DAVIS 'COCOA' INTEGRAL COLORED CONCRETE W/ 'CARROL CANYON' 3/4" AGGREGATE PUMP MIX AND MED. ACID FINISH" t-----+--+------------+--t----+---+-----1 ~3 CITY OF CARLSBAD I SH1E3ETS I ~ ENGINEERING DEPARTMENT 1----1----1------------------11-----+---+---+---1 :=G=RAD=·=IN::::'.G..:::P=LAN=::S:::::FO::::;::R:::::· :::::::::::::::::::::::::::=::::::=::::::::::::=::==::::'...':::==~ :;;;·· '''" .. ,.,, ... .. • FUSCOE l!N61NEEIIN6 ful circle thinking NO. C42029 EXP. 03/31/14 CONCRETE BANDING IS "NATURAL GRAY, LIGHT ACID FINISH" 10/12/12 TD ADD NEW SHEET 13: ADO STORM DRAIN SYSTEM TO JOIN CATCH BASIN DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL THE SUMMIT AT CARLSBAD (MARBEUAAPARTMENTS) SUPPLEMENTAL STORM DRAIN PLAN ENGINEERIN GLEN K. VAN !ESKI P,lttetJ'Z. PE 41204 EXPIRES 3 31 13 DA TE PROJECT NO. I DRAWING NO. SOP 00-17 . 403-9A -----·-··--------- • " 0