Loading...
HomeMy WebLinkAboutDWG 418-6A; CT 00-20; FOX-MILLER PROPERTY; 01-08SOILS ENCINEER's CER11Ji'ICATE GRA tNG PLANS FOR: CARLSBAD TRACT 00-20 -,YORK TO BE DONE lHE GRADING WORK SHALL CONSIST OF THE CONSTRUCllON OF ALL Cl/TS ANO RLLS. REMEOIAL GRADING, 0/rAINAGE FACIL/77£5, EJ?OSION CONTROL FACILll!ES, ANO OffN.ER's CERTIFICATE I {/IE} HER£9Y CERTIFY THAT A REG/SlER£IJ SOILS ENGINEER OR GEOLOGIST HAS BEEN OR MLL BE R£TAINEf) TO Sl/PERVISE OVER-ALL GRADING ACTIVITY ANO ADVISE ON lHE COUPACTION ANO STABILITY OF 1HIS SITE DECMRATION OF RESPONSIBLE CHARGE I HEREBY DECLARE lHAT I AN THE ENGINEER OF WORK FOR 1HIS PROJECT, lHA TI HA 1£' EXERCISED RESPONS/Bt.E CHARGE OVER lHE DESIGN ON lHE PROJECT AS lJIJ7NEIJ IN SECllON 6703 OF lHE BUSINESS ANO PROFESSIONS COOE, ANO lHAT THE DESIGN IS CONSISTENT MlH CURRENT STANOAROS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA#fNGS ANO SPEClflCATIONS BY lHE CITY OF CARLSBAD OOES NOT /rEl.lE'tE ME, AS ENGfNEER OF WORK, OF MY RESPONS/81/.JllES FOR PROJECT DESIGN. O'!JA Y CONSIJLTANTS, INC. 2710 LOKER A V£NIJE 1/fST, SlJ/7E 100 ;~-W~'NIA 92008 ~~ OATE· 1-1-0? JOHN P. STROHMINGER R.C.£ NO. 55187 EXP. 6/30/06 KEY MAP J.ECXNIJ PRQf'(§[{/ Sl/BOMS/ON BOl/NOARY. ....... ---- SEWER •....................... -s·-- ACCESS HOLES. . • • • • • .. .. • • • • • 0 WATER ........ • • · • · • • · · · · · · • • · -II'---- RRE HYORAIIT ASSY.. .. .. .. • . • . l>M Sll?EET LICHT.. .. • • .. .. • . . . . . . ---U . ' I I .. FOX £X/SllNG -s----- 0 -w---- OffN.ER/DKYElOP.ER: CJV/l .ENC/NE.ER OWNER: FENTON CARLSBAD RESEARCH CEN'TER, LLC, A CALIFORNIA UM/TED UABIUTY COMPANY O'!JA Y CONSULTANTS, INC. MANAGER: H.G. FENTON COMPANY, A CALIFORNIA CORPORATION 7588 METl?OPOLITAN OR. 2710 LOKEJ? A VENUE HE'ST, SIJ/7E 100 CARLS/JAO, CALIFORNIA 92008 {760} 931-7700 SAN 0/ECO, CA 92108 PH. {619} 4()()-0134 MICHAEL P. NEAL, PRESIOENT ALLEN M. JONES, ',-ICE PRESIDENT CXlfl} NOTE NO GRADING SHALL OCCUR OVER EXISTING FACILITIES HflHOI.IT APPROVAL FROM THE DISTRICT. AL5a ALL EXISTING FACIL/llES A/IJST BE KEPT IN SEJ?VICE UNTIL NEW FACILITIES ARE INSTALLEI), OPEl?A 7lONAL ANO ACCEPlElJ BY C.M.1'1.0. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOHN ON THESE PLANS WAS CENEHAlElJ BY PHOT@AIJI./EllC METHOOS FROM INFORMA 7lON (]A lHEREIJ ON MAY b; 1998 BY TOHILL INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NAllONAl MAP ACC/J/rACY STANOAROS. CITY OF OCEANSf1J£ PACIFIC OCEAN\ \ \ J I @ \ \ . "' i CITY OF ~TA ~ ROAD U--"1 .,,ril.~ ' ~,7 ~ I " !~ CITY OF i,fTYOF ~ oot,P • SAN MARCOS ~.µ,,/ .,.~ \',: {? ~ ~ ..,, . j' ~ t, I CITY OF ENCINITAS i VICINITY MAP NO SCALE -· i r· i i __ _,..._, 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 REFERENCE. DRA.lfJNCS 1. B. CAMINO HEAL ......................... SO COI/NTY RS-1800-1 2. B. CAMINO HEAL ••••••..........••••••..• 161-2 .I B. CAMINO HEAL ........................• 212-8 4. B. CAMINO REAL ......................... 273-3 5. CMMJ WA7ElrLINES ........................ 0-1057 -1073 6. CMMJ WAlERLINES ........................ 0-1073 -1097 7. SALi(, COl.J.£CE. El CAI.I/NO REAI. .•....... 352-J 8. CT 96-02 {EL CAMINO REAL) .......•.•••. 361-6 9. PCJ.S 2, 3 PM 17830 ..................... 367-4 PROJECT LOCA11ON THIS PROJECT IS LOCA lElJ. MlHIN ASSESSOR's PARCEL No. 212-020-2.I THE CALIFORNIA COORDINATE IN/JEX OF lHIS PROJECT IS J50-168J N 1,996.000 E~fi=,l:~'47.=000~----- T S Civil Engineering Planning Processing Surveying DESIGNED BY: T.T.C. DATE: AUG.. 2005 DRAWN BY: J.0.0. SCALE: AS SHOWN PROJECT MGR.· JP.S. JOB NO.: 04-1093 -MILLER P OPERTY I KEY MAP SCAl£ ,. "' 100' EARTII1fORK Qll.ANTJT/ES Cl/T: 507. 000 CY F1lJ.: 507.000 CY IMPORT: 0 CY EXPORT: 0 CY REMEO/AL: 190. 000 CY NOTE: THESE (}{JANTITIES ARE FOR BONO/NG PURPOSES ONLY. lHEY 00 NOT INCLl/OE SHRINJ(AGE OR EXPANSION GRAOING (}{JANllllES. ACllJAL QIJANllllES MAY VARY. LEGAL DESCRIPTION THAT PORllON OF LOT "F" OF /rANCHO A.CUA HEO/ONOA, COUNTY OF SAN 0/EGO, STA 7E OF CALIFORNIA. ACCORDING TO MliP lHEREOF Na 82J; FlLEO IN lHE OfFICE OF THE CO/JNTYRECOROEJ? OF sAN 0/EGO CO/JNTY; NOVEMBER 16, 1896, OESCR/BEO IN A GRANT OEEO RECORIJEO!B-13-92. AS OOC. No. 1992-0512626, OF OfFICIAL RECORDS. i BENCHMARK: DESCRIPTION: SET 2.5' 0/SK IN 0/rAINAGE BOX INLET LOCATTON: NORTH SIDE OF PALME/? WAY, 100 FEET EASTERl. Y OF COi/GAR OR/I£' . RECOROEO: (POINT 108, CITY OF CARLSBAD SIJRl£'Y CONTROL NETWORK) · . . El.EVA 7/0N: 246. 4J OA llJM: NGI/D - ,1 .l7: ' ,t0· :I 10330 cr1-1m,Af # 13114 ' 'l'i('ll 16317 • • . l o l' # 10330 # 11280 I 14481 o' 100 400' SCA!£: 1· = 200' SHE.ET IND.EX SHEETNa 1 2 .J 4 5 6 7 8 IJESCRIPTION Till£ SHEET DETAILS, SECTIONS CHAO/NG Pl.ANS FOR LOT 2 CHAO/NG PlANS FOR LOT .J 6RAOIN6 PLANS FOR LOT 4 CHAO/NG PlANS FOR LOT 1 EROSION CONlROI. DETAILS £ROS/ON CONlROL PlAN NO"{f; !! B.£C7RONIC OA TA RLES ARE FOR /rEFERENCE ONLY ANO Air£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONlRO!. 3/15/07 ...-1'1~ h\ A'!,-BU ILT5 ' . ; " ,, -~. .· .. , -. . ::.--~ -~ ,: .. -'{ ~ ~~ ,. j "_. -· .. , . , . .... -' . ·--. ' . . -· -' --' -, -. --.. , . ·'" \ -~:-~ __ /'-::r --~ :,_, __ -:..,-,, ::,·_-,:-1-->< ' .. ' -. . . DATE INmAL ENGINEER OF WORK REVISION DESCRIPTION PLANTING OF PERMANENT LANOSCAPINC ANO PREPARA 770N OF AS-Bl/IL T GRAOING Pl.ANS, AS-BIi/LT GEOLOC!C MAPS ANO REPORTS, ALL AS SHOWN OR RE(}{JJREI) ON lHIS SET OF PLANS ANO lHE CITY STANDARDS. SPEClflCA TIONS, RE(}{Jll?EJJENTS, RESOLllllONS ANO ORO/NANCES CllElJ ON THESE PLANS. lHE GRAOING WORK SHALL BE PERFORNElJ IN ACCORJ)ANCE MlH THE FOLLOl'r!NG /JOCt/MENTS, CIJ/rRENT AT THE TIME OF APPROVAL OR AS 0/REClElJ BY THE CITY ENGINEER: 1. CARI.SBA/) MIINICIPAL COPE 2. CITY OF CARLSBAD STANDARDS. .I lHIS SET OF PLANS. 4. PLANN/NrJ COMMISSION /rESOLUllON No.{S} 5935, 5936, 5937 &; 5938 OAlElJ: 8-3-05 5. THE STANDARD SPEC/RCA llONS FOR PUBLIC WORKS CONSTRl/CTION {"Gl?EFN BOOK"). 6. SOILS REPORT ANO RECOMMENOA llONS BY GEOCON, INC. OA 7ElJ: APRIL 2Z 2004 llllEO l/POA 7E GE07ECHNICAL INVESllGAllON, CAR1.SlJA!) TRACT 00-20, CARLSBAD CAllFORNIA. 7. THE SAN DIEGO REGIONAL STANDARD ORA/lfNGS .4NO AS MAY BE MOO/FlEO BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAi., N\A. 9. ENV/l?ONMENTAl APP/JCAllON OOC. , N\A. · ta STORN WA 7E/r POLLUllON PlrEVENllON PLAN PREPARED BY O'!JA Y CONSULTANTS, OA TEO: AIJCIJST 10, 2004 LEG.END OESCH/PT/ON SYMBOL QUANTITY SPOT ELEVATION ........................................... .. 241.4 EXIST!NG STORM DRAIN ..................................... ~ _______ · __ _ STORM DRAIN (PR/VA TE HOPE} ............................... ~ ====-=-86 LF HIP-RAP....................................................... • PROJECT BOUNDARY. ........................................ '"· ---- ---- lOT LIN£. ••••••••••••••••••••••••••••••••.••••.••••••••••••••• :-.-------- PAO EI.EVAl/ON................................................ PA0-198.2 LOT Nl/MBER. .. .. .• . ... •• • . • • . . .. .• .•••.• •.•.. .• . • . ••••. .. .. .. LOT 2 PAO CONTOlJHS ••.••..••••••••.••••.••••••••••••••.••••••••••• ,----272'---- EX/Sl/NC CONTOURS •.••.•.•••••.••...•••.•.•.••.....•••••.•.... ----272---- ----'ci,,--,11-----Cl/T-RLL LINE. • • . . • .. . • • . • • .. • .. . . . . . . . .. . • • .. • . . . .. .. • .. .. . • . F OA Yl.lCHT LIN£ ................................................ --.....ll!..----"'--- SI.OPES •...................................................... :--~ = =L = CONC/rE7E BROW 0/TCH TYPE B, PER SORSO 0-75 ............................................. => => =-=> CORNER SIGHT 0/STANCE. ................................... ----- DRAINAGE SWAL£.......................... •• .. .. .. .. • • .. .. .. • • ----,4===1>, TEMPORARY OESIL llNG BASIN ................................. . I I I I \:t_-=_ = = })/ l\\\\\\\1 BUTTRESSIN(;, SLOPE KE'l!N(;, OR STABILl'fY RLL PER SOILS REPORT. ............................. . SPLASH WALL (EXTENSION OF D-75 BROW DITCH) ................ .. ·---· e• Pl!C CANYON SI/BORA/NS ........................................ . ------------------ PCC INFLOW CHANNB./SPILLWAY •................................... SOIL NAIL RETA/NIN(; WALL {BY SEPARATE PERMIT) ................... --==-- ENVIRONMENTAL FENCE ••••••••...••••.••••••.•.••••.•.••••••• --EF--_ .. EF--- 99 CY 5390 LF 2410 LF BEACH 145 LF 3520 lF 3660 SF 16,700 SF 6,210 LF ~~GDEPARMNT APPROVAL i ~ DATEIZ./b /CS- (SIGNED) · ) /I ·~ B~IL TH 1---.JOi ~ I~ fj,IJ}'~AA_:,; d RCE CSJ/87 EXP.iJ6/30/08, JI 08/16/07 ;'IS:S'~ PLANNING DIRECTOR DATE c~ DATE:)'?./ 6 jo'.r REVIEWED BY: (SIGNIID) lliCOlllllfflllED BY: f}~J~ O.~c.,d,...,,..._. g/zo/o"J. l~PECTOR DATE I SH1EET I CITY OF CARLSBAD I SHBS I ENGINEERING DEPARTMENT GIWJING Pl.ANS FOIi: FOX -MILLER PROPERTY APPROVED ar LLOYD e. HUBBS A . i 4 <, ef§.f?. ~-~ /J. '.l~oS' RCE 23889 ,E iRE:s 1271-o5Cl1Y ENGINEER 'DAE ... DWN BY: BJ~ .. PROJECT NO. DRAWING NO. DATE INmAL DATE INmAL CHKD BY: C.T. 00-20 418-6A OTHER APPROVAL CllY APPROVAL RVWD BY: G: \041093\04-93G0i .DWG Aug 23, 2005 11: 38am Xrefs: 049.3GRJ; 0493MAP; 0493STR: 0493TP01; 0493U"il; 0493G \ I , \ C ~ _. G) OA -+, ....II (X) 00 I 0.. )> C&WJNC NOTES (IN Af){)ITlON TO THE REQIJIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MI.IN!CIPAL COO£) 1. 1HIS Pl.AN SIJPERSEOES All OTHER Pl.ANS PRrnotJSl Y APPROIIEIJ BY THE CITY OF CARLSBAD RECAROING GRADING SHOWN ON 1HIS SET OF PLANS. 2. APPROVAL OF THIS Pl.AN DOES NOT LESSEN OR WAIi£ ANY PORllON OF THE CARLSBAD WNICIPAL CODE, RESOLl.lllON OF CONOll!ONAl APPROVAL. CITY STANDARDS OR OTHER AOOlllONAL OOCIJl,fENTS l!S7£0 HEREON AS THEY AIA Y PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIB/£ CHARGE SHALL REVISE THESE Pl.ANS MfEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIM THE OEVEI.OPER OR ENGINEER-OF- WORK · f1?0l,f RESPONS/81l/TY FOR THE CORRECTlON OF ERRORS ANO (Jl,ffSS/ONS DISCOIERED Of.IRING CONSlRIJCllON. All Pl.AN REVISIONS SHALL BE PROl,IPll Y SIJBl,flTlEO TO THE CITY ENGINEER FOR APPROVAL 4. A R/GHT-OF-WAY PERl,f/T FR(Jl,f THE CITY ENGINEER Mll BE REQl.l!REO FOR ANY WORK IN THE PI.IBUC RIGHT OF WAY. PRIOR TO PERl,f/T /SSIJANCE; A CER7lRCATE OF INSURANCE MIJST BE fll£lJ NAMING THE CITY OF CARLSBAD AS OF /1,000.000.00 FOR EACH OCCI/RRENCE OF l/A8/l/TY. THE INSI.IRANCE .COMPANY WR/TlNG THE POLICY MUST HAI£ A RATlNG OF ;i• ANO A SIZE CATEGORY OF Cl.ASS VAS ESTA8llSHElJ BY "BESTS• KEY RA TlNG GI.IIIJE. 5. UNLESS EXEMPlEO BY SECllON 301.{/J}5 OF THE I.IN/FORM B/JllOING CODE, RETAINING WALLS OUTSIDE OF PI./BllC RIGHT OF WAY REO/JIRE SEPARATE PERMITS FROM THE Bl.lllOING DEPARTMENT. 6. NO WORK SHALL BE COl,I/IENC£lJ UN7ll All PERMITS HA 1£ BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED 1./NTlL THE PROPERTY OWNER'S PERMISSION HAS BEEN ()8TAINB) AN/J A VAl/0 GRADING PERl,f/T HAS BEEN /SSIJ£lJ. 8. NO REVISIONS Will BE MADE TO THESE PLANS MlHOUT THE WRITTEN APPROVAL OF 7H£ CITY ENC!NEFR, NOTEO JIIJHIN 7H£ REVISION BllJCK, ON 7H£ APPROPRIATE SHEET OF THE Pl.ANS AN/J THE TlllE SHEET. 9. ORIGINAL /JRAHfNGS SHALL BECOME THE PROPERTY OF THE CITY /./PON BBNG SIGNED BY THE CITY ENGINEER. 1a THE OR!GtNAL /JRAYIING SHALL BE REV/SEO TO REFLECT AS-Bl.Ill T CONO!TlONS BY THE ENGINEER-OF-WORK PRIOR TO FlNAl ACCEPl4NCE OF THE WORK BY THE CITY. 11. ACCESS FOR F1RE ANO OTlfER EMERGENCY l£JIICl.ES SHALL BE MAINTAINED TO THE PROJECT SITE: AT All 7lJIES lJllRING CONSlfll/CllON. 12. IWIERE lRENCHES ARE MlHIN CITY EASBIENTS, A SOILS REPORT COMPRISED OF: {A) Sl./l,IMARY SHEET, (8) LADORA TORY WORK SHEETS ANO {C} COMPACllON C/JRVES, SHALL BE SIJBA(fTIEO BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY /JOINC Bl.IS/NESS IN THE fl£lJJ OF APPfJED SOILS MECHANICS. THE SOILS REPORT Will BE Sll8!ll77El} TO THE CITY ENGINEERING INSPECTOR l',flHfN TWO WORKING OA YS OF THE COMPl.E1lON OF FlEllJ lES7S. 13. A SOILS COIJPACllON REPORT ANO COMPLIANCE VER!flCA 7lON REGARDING ADHERENCE TO RECOMMENOA llONS OUlllNED IN THE SOILS REPORT IS RE()IJ!REO PRIOR TO THE ISSIJANCE OF A BIJII.IJING PERl,f/T. All CONlROllEI) GRADING SHALL BE DONE 1./NOER THE OIRECllON OF A PROfESSIONAL ENGINEER OF THE STA TE: OF CALIFORNIA PRINCIPAll Y /JO/NG Bl.IS/NESS IN THE FlEllJ OF APPUED SOILS l,IECHAN/CS. All F1ll OR FllllJRE fill AREAS SHALL BE CONSTRI.IC1EIJ IN ACCORDANCE MTH THE CITY OF CARl.SBAD STANIJARO SPEC/f!CA 7lONS ANO THE • EARTHWORK SPEClflCATlONS • An4CHEI) TO THE PREl!I.IINARY SOILS IN'IESTlGA 710N. /JAH. Y FlEllJ COMPACTlON REPORTS Will BE SIJBl,f/TlEO TO THE PRO.ECT INSPECTOR. 14. A PRECONSTRI.ICTlON MEE7lNG SHALL BE H£lJJ AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE A TTENIJEI} BY All REPRESENTA l!IIES RESPONSIBLE FOR CONSTRI.ICTlON, INSPECTlON, SIJPERVISION, TES11NG ANO All OTHER ASPECTS OF THE WORK. THE CONlKACTOR SHALL SCHE/JUlE THE l,IE£7lNG lHROIJGH THE PERl,f/T CLERK (760-602-2780) AT LEAST FM{5} WORKING DAYS PRIOR TO STARTlNG CONS7RIJC7lON. APPROIIEIJ /JRAIIWGS MUST BE AVAILABLE PRIOR TO SCHEl}/JUNG. THE GRA!JING PE/?l,f/T Will BE PROVI/JEIJ BY lHE PROJECT INSPECTOR AT THE l,IE£7lNG. 15. All INSPECTlON REQIJES!S OTHER THAN FOR PRECONSlRIJCTlON MEEl!NG »fll BE MADE BY CAll/NC 7JIE ENGINEERING 24-HO/JR INSPECTlON REOIJEST LIN£ AT {760) 4.JB-.Jlf!JT. INSPECTlON REQIJEST WST BE RECE/IIEIJ PRIOR TO 2: 00 P.M. ON THE OA Y BEFORE THE /NSPECTlON IS NEEJEIJ. INSPECTlONS »fll BE MADE THE NEXT WORK /JAY UNLESS YO/./ REQIJEST OlHERMSE REQIJESTS MADE AFTER 2:00 P.M. Will BE SCHEOIJLED FOR 00 FIJll llfJRK DAYS LATER. 16. THE 01/NER AN/J/OR APPLICANT THROIIGH THE OEVEI.OPER ANl}/OR CONTRACTOR SHALL DESIGN, CONSlfll/CT ANO MAINlil/N All SAFETY DEVICES, INCl.1./0/NG SHORING, ANO SHALL BE sot.El Y RESPONSIBLE FOR CONFORl.flNG TO ALL LOCAL, STA TE ANO FE/JERAL SAFETY ANO HEAL TH STAN/JAROS, LA/15 ANO REGl.llA l!ONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR COlJ£ SECT!ON 6705 BY SIJBl,flmNG A IJUAH. PLAN TO TH£ CITY ENGINEER ANl}/OR CONCERNEO AGENCY SHOMNG THE /JESIGN OF SHORING, BRACING SI.OPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTlON f1?0l,f THE HAZARD OF CAVING GROUNiJ /}{JR/NG THE EXCA ~ TlON OF StJCH TRENCH OR TRENCHES OR 0//RINC THE PIPE INSTALLA l!ON THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES fl!£ FEET (5') OR MORE IN DEPTH AN/J APPROVED BY THE CITY ENCINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCA ~ 710N. IF 7HE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESlil!il.JSHED BY THE CONSlRIJCTlON SAFETY ORDERS, TlllE 8 CAUFORNJA A/)1,f/N/STRA l!IE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCA ~ 710N PERMIT MUST BE S/JBM!TlEO TO THE INSPECTOR PRIOR TO EXCAVATlON. 18. NO BLASTING SHALL BE PERFORMED 1./NTlL A VALID BU.STING PERl,f/T HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATlON FOR BLASTlNG PERMIT HW. IN ADVANCE OF THE SCHED/JlJNG OF BlASllNG OPERATlONS. 19. IF ANY ARCHAEOLOGICAL OR PALEONTOLOG/CAL RESOURCES ARE OISCOVEREO MlHIN ANY WORK AREA Of.IRING CONSTRI.ICTION, OPERA l!ONS Will C£ASE IIIJIEIJIA TEL Y, ANO lHE PERMITlEE Will NOllFY THE CITY ENGINEER. OPERA l!ONS Mll NOT RESTART 1./NTll THE PERl,I/TlEE HAS RECEJIIEIJ WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 2a ALL OPERATIONS CONO/JC1EIJ ON THE SITE OR ADJACENT TlfERETO, INCi.i.i/JiNG WARMING I.IP, REPAIR, ARRIVAL, DEPARTl/RE OR OPERA 7lON OF TRUCKS, EARTH MOVING EQl./lPI.IENT, CONSTRI./Cl!ON EQIJIPAIENT ANfJ ANY OTlfER A.s:S'OC/A lEO GRADING EQI.IIPMENT SHALL BE l/MllEO TO THE PERIOD BETWEEN 7.·00 A.I.I. ANO SI.INSET EACH DAY. A((}N/JA Y THRI/ FRIDAY ANO NO EAR7Jl l,fOWNG OR GRADING OPERA llONS SHALL BE CONOI.IC1EIJ ON ltffKENOS OR HOUOA YS. (A UST OF CITY HOl/lJAYS IS AVAILABLE AT THE ENGINEERING /JEPARTMENT CO/INTER.) 21. All OFF-SITE: HAI.IL RO/JTES SHALL BE Sf./81,f/TlEO BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 00 Fl.Ill llfJRKING OA YS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINEJJ FROM, AN/J WASTE MATERIAL SHALL BE /JEPOSITEO AT, A SITE APPROV£!) BY THE CITY ENC/NEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR /JAAIAGE: OCCURRING ALONG THE HAI.IL RO/JTES OR ADJACENT STREETS AS A RESIJL T OF THE GRADING OPERATION. 23. BRI.ISH SHALL BE REI.IOI/ED ONLY MTHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPEC/RCALL Y N01EIJ ON THE PLAN. 24. ALL AREAS SHALL BE GRAIJED TO ORAIN. GRADING RESl.ll TlNG IN THE PONDING OF WATER IS NOT PERMITTED. All EARTHEN SWALES AN/J DITCHES SHALL HA 1£ A AI/N/A(/JA( ONE PERCENT SLOP£ 25. THESE PLANS ARE SIJ8.JECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL Pl.ANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROIIEIJ BY THE CITY ENGINEER OR AS OIREClEI) BY THE PROJECT INSPECTOR. 26. All SI.OPES SHALL BE TRIW£l) TO A FINISH GRADE TO PROOI.ICE A IJNIFORM S/JRFACE ANO CROSS SEC710N. THE SITE SHALL BE LDT IN A NEAT AN/J OROERL Y CONO!TlON. All STONES, ROO!S OR OTlfER l}E9RfS SHALL BE REMOIIEIJ ANO DISPOSED OF AT A SITE APPROI/EI} OF BY THE CITY ENGINEER. 27. All SI.OPES SHALL BE IRRIGA lEl), STA8lllZEl), PLANlEO ANO/OR HYlJROSEEJJElJ MlHIN 7EN (10} /JAYS OF THE 7ll.lE WHEN EACH SI.OPE IS BROIJGHT TO GRADE AS SHOIIN ON THE APPROVEIJ GRADING Pl.ANS. 28. LANIJSCAP!NC SHALL BE ACCOMPUSHED ON All SI.OPES ANO PADS AS REQIJIREO BY THE CITY OF CARLSBAD LANIJSCAPE MANUAL, THE LANDSCAPING PLANS FOR lH/S PROJECT, ORAIHNG NO. 41B-6l , ANO/OR AS 0/REClEI) BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE 0/INER/APPUCANT SHALL /NS/JRE THAT All CONTRACTORS SHALL COOR/JINA TE THE WORK OF THESE GRADING Pl.ANS MTH lHA T SHOWN ON BOTH THE LANIJSCAPE ANO /RR/GA l!ON PLANS ANO THE 11,f PROVEJJENT PLANS AS REQI.IIREI) FOR THIS WORK IN ACCORDANCE MTH THE LANDSCAPE MANUAL TlME REQUIREMEN!S. 3a STORM DRAIN PIPE SHALL BE REJNFORCE/J CONCRETE PIPE #f7ll A 1,1/N/Mf.lA( /H.OAO OF 1,350. FOR PR/VA TE STORM BRAIN PIPES. I.IP TO 15• PW: I.IA Y BE 1./l!UZE!} PROVI/JEIJ DEPTH IS LESS THAN 15 FEET ANO BACK F1llED WITH 3/4• ROCK PER SORSD S-4 TYPE •c• ANO PIPE MEElS ASlM STAN/JARD 3034 FOR SOR 35 SOLll} WALL PIPE. 31. IIHERE AN EX!S11NG PIPE UNE IS TO BE ABANDONED AS A RES/IL T OF THE GRADING OPERAl!ON, IT SHALL BE REAfOI/EI} WITHIN TWENTY FEET OF BI.IILOING OR STREET AREAS ANO REPLACED WITH PROPERLY COI.IPAClEO SOILS. IN OTHER AREAS THE PIPE »fll BE PLIJGGED WITH CONCRETE OR REMOIIEIJ AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCAT!ON OF All EXISTlNG FAC/l/TlES { ABO!£ GROI.INIJ ANO t/NOER GROI.INIJ} MTHIN THE PROJECT SITE SUfflC/ENllY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACllJAL LOCA llONS ARE IN CONfl/CT MTH THE PROPOSEO WORK. 33. THE CONTl?ACTOR SHALL NOTlFY AFFEClEO 1/lll!TY COMPANIES {SEE BELOW} AT LEAST 2 FIJll WORKING /JAYS PRIOR TO STARTlNG GRADING NEAR THBR FACIL/l!ES ANO SHALL COORDINATE THE WORK MTH A COMPANY REPRESENTAlll'E. I.IN/JERGROUNO SERVICE ALERT {800)422-4133 SDG&£ {800}660-134.J sec (80(j)/!92-012J AOElPHIA CABLE COl,fl,f/JN/CAllONS {16D}f38-7741 COX C(JA(A(/JN/CAl!ONS (160}806-9809 CITY OF CARLSBA/J(_STREETS d-SlURM DRAIN) (760}434-2980 CITY OF CARLS8Afi{SEIJB?,WATER & RECl.A/MEO WATER} {760}4J8-2722 * AS APPROPRIATE 34. PERAIIT COMPLIANCE REQI.IIREAIEN!S.· A. FOR fYIN11lflllFlJ &A/JING THE APPLICANT HIRES A CIV!l ENGINEER, SOILS ENGINEER, ANIJ/OR GE:OLOGIST TO C/1£ TECHNICAL ADY/CE, OBSERIE ANO CONTROL THE WORK IN PROGRESS /11.06.170(B)j CARI.SBAO A(IJN!ClpAL COO£ B. PRIOR TO f/NAL APP@VAL OF A &A/JING Pf8AI/T THE FOLLOMNG REPORTS MUST BE SIJBl,flTlEO TO THE CITY ENGINEER ~ THE PROJECT INSPECTOR /11.06.190{8)/ CARLSBAO MUNICIPAL CODE: {1) flNAl REPORT BY S/JPERVISINC GRADING ENGINEER STA TlNG All GRADING IS COMPLETE. All EROSION CONTROL. SI.OPE PLANllNG ANO IRRIGAllON ARE !NSTAllE/J IN CONRJRUANCE MTH CITY CODE ANO THE APPROIIEIJ PLANS ( OBTAIN SAMPLE OF COMPUANCE LETTER FJ?()A( CITY ENGINEERING OEPARlMENT}. (2) AS-8//ll T GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, Ml/CH /NCI.I.I/JES REC()A(A(EN/JED SOil SEARING CAPACIT!ES, A STA 7EJ.IENT AS TO THE EXPANSIIE QI.IALITY OF THE SOIL, ANO SUMA/ARIES OF flELO ANO LABORATORY TES!S. THE REPORT SHALL ALSO INCl.lJ/JE A STA 7EJ.IENT BY THE SOILS ENGINEER. THAT THE GRADING WAS DONE IN ACCORDANCE IHTH THE RE()IJIREMENIS AN/J RECOMMENOATlONS 0/Jll/NEIJ IN THE P/?ElJAIINARY SOll.S REPORT ANO ANY S/JPPLEMENTS THERETO. {4) REPORT #f7ll AS-Bl.I/LT GE:OLOG/C PLAN. IF REOIJIRE/J BY THE CITY. J.5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS /SSIJED MTHIN ONE {1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQI.IIREO TO BE RESIJBl,f/TlEO . FOR PLANCHECK. PLANCHECK FEES Mll BE REQIJIREI) FOR ANY StJCH RECHECK. J6. THE SOILS REPORT Tl7ZE!): 1./POATE CEOTECHNICAL IN'IESTIGATION, CARLSBAD TRACT 00-20 CARLSBAD CALIFORNIA. PREPARED BY: GE:OCON, INC. . /JA 1EIJ: APRIL 22, 2004 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. All GRADING SHALL BE DONE IN ACCOR/JANCE WITH THE RECOMMEND A TlONS ANO SPEC/flCA TlONS CONlil!NED IN SA//J SOILS REPORT. SPECJAl, NOTES 1. REVISION OF THESE Pl.ANS MAY BE REQIJIRED IF THE PROPOSElJ IIIPRO'l£llENTS ARE NOT CONSTRI./ClEO PRIOR TO THE /JEAOUN£ OA TE OF THE IMPROVEMENT AGREEMENT. 2. THE EX!SlENCE ANO LOCATlON OF //Tll/TY STRI./CllJRES ANfJ FACIUTlES SHOWN ON THE CONSTRI./CllON Pl.ANS llfRE OBTAINEIJ BY A SEARCH OF THE AVAILABlE RECORDS. A TTENTlON IS CALLED TO THE POSSl8lE EXISTENCE OF OTHER 1./Tll!TY FACIL/77ES OR STRI./CllJRES NOT SHOWN OR IN A LOCATlON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQI.IIRED TO TAKE /JI.IE PRECAI./TlONARY MEASURES TO PROTECT THE 1./llllllES SHOWN ON THE Pl.ANS ANO ANY OTHER EXIS11NG FAC/llllES OR STRI./Cl/JHES NOT SHOWN. DESIGNED BY: T.T.C. DATE: AUG., 2005 DRAWN BY: J.O.D. SCALE: NS SHOWN PROJECT MGR.· J.PS. JOB NO.· 04--1093 PROP. R/Y{ £XIST. R/W 126' BJ' 63' • 53' • 53' 18' , .. '"' I ,.,29' VARIES 9• I 9' 5.5' ~15' VAR1£S ~ ~~,."~,,...~f..-.::. R£MOV£-£XIST!NG BERM, 6..,,,,., L ' 'I 7' 1/NDERCIJT SAp,r;/JT (J FLOl!JNE, .t 11r • JOIN £XISTING PA~T EL CAMINO REAL (TYPICAL) NOT TD SCALE 10· EXIST. R/JI PROP. R/W EXIST. R/Y{ EXIST. R/Y{ R/W I RN/SH GRADE REMO!£ All I/NS/JI TABLE MATERIAL AS RECOMMENOEO BY SOILS ENGINEER NOTE: JO' 10' • ' I 75' 7 138' 63' 45' 53' ~JB' VAR!FS 10' 1 SUP£R fl£VA7/0II __ --- SUP£R El.EVA ll0/1 :.,_---,,.-.:---~ VARIES ______ .1e=---T v~_ -~ lh=;::;:z=..zzS~-z=.r_z7'_zr..z:r.LZ:E,l . :Z:Z-.LT..ZT.22\<.L ~~--- ' '-t:XTS EXISTING RAISEIJ . XISTING PAI/EMENT MEDIAN PAVEMENT 1/E EXISTING 8£:RII, SAWCIJT fJ FLOM.JN£, .t JOIN £XISTING PAI/EMENT EL CAMINO BEAL ((I} DECELERATION LANE) NOT TD SCA/.£ 72' 38' 38' R/.W I 26' 26' 1(1' 5.5' 5.5' 21& 1.5'. r-1 w -; ~~ .O' /JNOERCIJT SALK AVENUE NOT TD SCALE ORIGINAL GROUN/J "'-'..:2'-1{0R AS SHOWIV ON PLANS} 1 FlNISH SI.OPE S/JRFACE SLOPE TO BE SUCH THAT SLOUGHING OR Sll/JING DOES NOT OCCUR ~'«<~~{,' --..:.;,' /0(0,¼:_*~~-'..:,>:,.y>,: l • ., .·· .• 6 ... ·• StJ8f)RAIN PIPE -,L: ., ~":._:.,_-::'1. .. ;;,: · .. ,.· .. •·•]•:· ~ :•····c. , .. r' • .., CONCRETE:-:---.. ., __ ._-__ ._-..,.--... CIJTOFF WALL ~ q L_'P:.:...-~ .....:.~ ~!.] .. -_; ·!-:."._-_.:i: ___ ._"! FRONT ~Elf CONCRETE CIJTOFF WALL SOL//J SUBORAIN PIPE 24• I 12· MIN. 6. A/IN. 6• MIN. (TYP) -i-PERFORAlEO SUBORAIN PIPE 0 0 0 0 0 0 000000 -------,,..,..,.,..,.,..,.,.,,.,..,J --.~-·j:· ::;:=:::::::::::::::::::;;;;~- ,J',"-/~/--"/~/,:::. ·_:,., ~-. ;_ "' 6" MIN. {TYP) '},-...::,,v»/ - SIDE 14£W RECOMMENDED SUBDJWN CUTOFF 1fALL NOT TOSCAI.E 24• 6• SI/BORA/, ... 1. KEY WI/J TH "8. TO BE A MINIMl./1.1 OF 10 FEET MOE, OR SUmctENll Y llfOE TO PERMIT COMPLETE COVERAGE: IHTH THE COMPACTlON EQIJ/PMENT 1./SEIJ. THE BASE OF THE KEY TO BE GRAIJED HORIZONTAL. OR INCLINED Sl/Gllll Y INTO THE NA llJRAL SI.OP£ CONCRETE HEADWALL FRONT VIEW 2. THE OUlS/DE OF THE BOTTOM KEY TO BE BELOW THE TOPSOIL OR UNSUITABLE S/JRflC/AL I.IA TERIAL ANO AT LEAST 2 FEET INTO DENSE FORI.IA llONAL MATERIAL WHERE HARO ROCK IS EXPOSED IN THE BOTTO/,/ OF THE KEY, THE DEPTH ANO CONflGIJRA 710N OF THE KEY MAY BE MOO/FlE/J AS APPROVED BY THE SOILS ENGINEER. NOTE: HEADWALL TO OUllET AT TO£ TYPICAL BENCHING DETAIL NOT TO SCALE BUILT " BENCHMARK: 08/16/01 SIDE VIEW OF flLL SLOPE OR INTO CONTROllED SURFACE DRAINAGE: SUBDRAIN OUTLET HEAD1'All DETAIL NOTTDSCN.£ . . 1--:-------:::-----------1 P.E. C55187 EXP .. 06/J0/08 DATE DESCRIPTION: SET 2.5" DISK IN DRAINAGE: BOX INLET LOCATlON: NORTH SID£ OF PALMER WAY, 100 FEET . EASTERLY OF COi/GAR ORI!£ 3115107 '11?'.S: /2\ A5 ·BlJIL T:i 271 0 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying EN I i \ t.ol o1 DATE RECORDED: {POINT 108, CITY OF CARLSBAD S/JR'EY · CONTROL NETWORK) ELEVAllON: 246.43 /JAllJM.· NGVIJ ' . ' I .. l.... .-~ :.,,, . ' ; . '• -, DATE INmAL ENGINEER OF WORK . . '. --. ' A ~ • ' .. -. . .. ' ' . .. ~ -. -: . . •• - J .. • .! • ,..,_ ~-' . . ' . ' . . . . '· . . REVISION DESCRIPTION TEJIPORARY DESD,T BASIN CONSJ'HIJt:TION NOTES$ (l) 24/30. ct.IP RISER, 14GA., IHTH 24/30" CMP lE£ tJ BOTTO/,/, PROV/OE 24/30" METAL CAP ON INLET Sil)£, Cl.IT TO flT 12• ct.IP INLET/ IJEWA TERING PIP£ SEE CS80 STD. 0/ffl /JS-3 FOR AOOITlONAL DETAILS FOR STEEL PLATE, REBAR & PAINT. ® CONCRETE ANCHOR, 4' x 4' x 6' {VENT.). 560-C-3250. Q) 12• ct.IP OEWATERING PIPE, 14GA., M7ll t" DIA. HOLES f> 1' SPACING ON TOP, SIDES, ANO BOTTOM, 3/8• PLATE CAP AT ENO. © 3/4" AGGREGATE GRAIH. @ CONCRETE ANCHOR, 1.6' x 1.6' x 1.6' {VENT.}. 560-C-3250. MTH 2 CONCRETE ANCHOR BOL!S. • REFER TO CARLSBAD STD. 0/ffl OS-3 FOR A/JOITlONAl OETAH.S &-SPEClflCA TlONS !NI.ET APRON PER 0- ---12• CMP(!) 2· DEWATER/NG PIPE SECTION NOT TO SCALE ~ 2.0' THICK RIPRAP PAO • ( OF No. 3 BACKING JNFI. 'ANNE£ 0/JllET~ PER 1Ml'ft.Ns_..1 TEMPORARY DES/LT BASIN DETAILS t' · 2' SIDE SI.OPE NOT TO SCALE 4' BOTTOM /l,f/}7JI 2' SIDE SI.OPE 1' 3• AIR PLACED CONCRETE M7H 17 GAGE: Sl/Jcto NETTlNG PER SORSD /J-75 INFL01f CHANNEL/EMERGENCY OTJTFL01f SPILLWAY FOB TEMP. DESIL1' BASIN NOT TO SCALE NOTE· 1. SIJBORAIN PIPE TO BE 6• l,f/N/MIJM DIAMETER, PERFORA lEl), lHICI( WALLED SCHEO/JLEO 40 PIii:; SI.OPEi) TO /JRAIN AT 1% MIN. ANO CONNEC1EIJ TO STORM L APPROI/EI} fllTER FABRIC 1• MAX OPEN-GRA/JED __ _ !Gff EGA TE 9 C/JBIC FT./FT. ORA/N SYSTEJI OR APPROIIEIJ --h OUllET. iii -.; 2. IIHEN S/JBlJRAIN PIPE ~ EXCEEJS 500 FEET, PIPE ~. 0/AMElER TO BE INCREASED TO ., 8~ J. flLTER FABRIC TO BE Al/RAFI 140N OR EQI.IIVALENT. 6• /JIA. PERFORA lEO PW: SUBORAIN PIPE 5' I.IIN.J.22' TYPICAL SUBDRAIN DETAIL NOT TO SCA1£. I SH2ET I CITY OF CARLSBAD I SHBETS I ENGINEERING DEPARTMENT GIWJING PWIS FOi: FOX -AfllLER PROPERTY APPROVED <3 y-LLOYD B. HUBBS . 4 < e <$f' ~~ .J~h'!/_DS RCE 23889 EX ES 12-305Cm' ENGINEER -DA-- OWN BY: . PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL -CHKD BY: 01HER APPROVAL CITY APPROVAL RVWD BY: ·-., C.T. 00-20 418-6A G: \04109J\0493G02.dwg Sep 01, 2005 3: 19pm Xrefs: 04938 \ 6. T 305,0 11 NOTE: PCC SPLASH WA11 ,t.• fif.B.AR 0 12 ac (MIN} 3.0' -------- 21 c"' ' ·, [AL ",., R. ,, '· i E>i i ~ &/ . / ,/i ~~::--/II "'-, I •I /1 _,,,. ,_ ...... ,-~ ' /' ~ / 2 r!NISHEO GRO//NO .,, "i ,.. Cl.fl/ SPLASH WA11 3.0' ! ! ' ' - PCC BROW 0/TCH SEE SORSIJ l}-75 FOR CONCREl£' ANO _ _.,. PCC BROW 0/TCH SEE SORSIJ l}-75 FOR CONCRE:r£ ANO --REJNFORCEMENT SPECIRCATIONS REINFORCEMENT SPECIRCAllONS DETAIL -TYPICAL PCC BROW DITCH TO SPLASH WALL CONNECTION NOT TO SCALE Fl NOTE -ALL ELEVATIONS FLAGGED ALONG CURBLINES ARE TC GRADES ·-' -- ~ESS/ ~-STRO ~ .. ~ No. 065187 EXP. S/YJ/Oll C,V\I. 2710 Loker Avenue West Suite 100 Carlsbad, Califomio 92008 760-931-7700 Foic 760-931-8680 Civil Engineering Ptanning Processing Surveying ELECTRONIC OATA RLES ARE FOR R£FERENC£ ONLY ANO AH£ NOT TO BE US£l} FOR HORIZONTAL OR VERllCAL SURVEY CONTROL DESIGNED BY: _,1:,...T ... C.,___ DATE: APRIL 2006 DRAWN BY: _.J,,..D,..D,.... __ SCALE: /.S SHOWN PROJECT MGR.: J.P.S. JOB NO.: 04-1093 E 55187 P.E. C55l87 EXP. 06/30/08 DATE REVIEWED BY: C. BENCHMARK: OESCR!P710N: SET 2.5• 0/SK IN ORA/NA(]E 80)( /NI.ET LOCA 710N: NORllf S/0£ OF PAL!,(£R WAY, 100 FEET EASTERl. Y OF C(J(JflAR OR/VE RECORDED: {POINT 108, CITY OF CARLSBAD SIJRVEY CONlliOI.. N£TWORK) ELEVA 710N: 246.,fJ DAllJM: NGW 4'4'06 5 DATE INITIAL ENGINEER OF WORK 1 1£1) PAOS, REPLACES SHT 3 OF 8 SlCNEO 12 'SEE NOTE ABOVE RIG/I REVISION DESCRIPTION / I / i i ' DATE I - j INmAL OTHER APPROVAL / y::9 l----- -·· ----------:-~ --!---- CURS 0/JT!.ET PER /~ ---- /-, _,_ '- DATE --\_~~ '<") '00\t , 1J~__, ./ TCH 9 710N SID£ ,.::;ii:--'1¥!,~~HP 0 -.....: QJ' '<~ I ! / .• ( S/JBfJl'rfs/ON BOU. '{}, • -~ , ,"'< 3()6.0 FG ' I I \ ' I ', \ \, C\i C\; "-, -'<Cl ") V "" ru L " C 0 u y -1----',-APPHOX AREA OF St.OPE '\ STA8IUTY Rl1 PER SOILS ¥--,REPORT ..... SEE'O£TAIL '.-4' THIS SHT. r L . I' ! •1' ii r I I '' ' i ! I ( ' I i on re !{; lej eo v ,...... I\_,. J.rf.r-y "- JiJJAP 110330 PJI;/ #013114 PJIJJ #,;n/8817:::: eo· 0- 0 a -•") \ I \ \ \ "'-------------j oo ·w 100.00' I ' 1 ; NOT£· 20 ·,, "\\ "•, ·1 \ ', I ' 40' SCALE: 1. = 40' 80' £ RE'rfSIONIS BASED ON PAOS ANO GRA/JESFOR LOTS 2 ct 3 ENG/NEERElJ ANO PR0't40El} BY PARTNEJ?S ENGINEERING RLEO AS APPIJCA TION PIP {),f.-03 FOX -11/lLEH PIIOP£HTY APPROVED pr GlfNN THOMAS PRUIM d--r-~.vz--~ . ~-Hie>t,. RCE 51274XPIRES~ CITY ENGINEERD E DWN BY: PROJECT NO. DRAWING NO. CITY APPROVAL CHKD BY:~ RVWD BY:~ C.l 00-20 418-6A w 0 ,, 00 \ I \ ) / RN!SHED SURFACE _,,/' ,/J()pOFBERM [)(JST/NG GROUND)_ --- SECTION NOTE!! £!.ECll?ONIC DATA RlESARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED RJR HORIZONTAL OR VERllCAL SIJRVEY CONTROL ESS! .STRO ~ c:s .~ No. Cli51 EXP. 6/30{, C/Vl\. NOT ro SCALE C 0 2710 Loker A.venue West Suite 100 Carlsbad, Ca!ifomio 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: ..cT • .,,T.C.,.,__ DRAWN BY: J,D.D. PROJECT MGR.; J.P.S. DATE: APRIL 2006 SCALE: I§ SHOWN JOB NO.: 04-1093 55187 08/16/01 P.E. CSS/87 DATE REVIEWED BY: DATE 100.00 BENCHMARK: DESCR/PllON: SET 25" f)fSI( IN ORA/NACE BOX INLET LOCATION: NORTH SIDE OF PAI..MEH WAY, 100 FEET EASTERt. Y OF COIJGAR OR/VE RECORDED: (POINT 108, CITY OF CARLSBAD SURVEY CONTROL NETWORK) ELEVATION: 246.,fJ OA llJM: NGV!} J I 'I \ l \ >MJ!P # 10380 PJW# 1Bffl4 p;P; # 19817 oo APPROX AREA OF SI.OPE STi RLL PER SOILS REPORT ··~=~·-------.. " "· DATE INITIAL ENGINEER OF WORK I (, ' ! I \ \ : \ \ \ r,.s? ' . \ I \ \ o' AS·E,UI J 40' 20 80' SCALE: 1 • = 40' 1 AOOED PAO. REPt.ACES SHT 4 OF 8 SIGNEJ)/2. (SEE NOTE' ABOl'E RICHT) REVISION DESCRIPTION -·-- ·---~ ------ ---------------....:1_ ---.~ ..... , ~ _.%'d.,l \ =~;-'-lf-,'',-!la!IJ..,;./1 l I -f.-1---h / / I I I , I I ! I SCALE~ 1"=20' 6' T a· 1---2-1 PCC BROW DITCH Sf£ SIJRSO 0-75 FOR CONCR£7£ ANO _ _. RBNFORCEM£NT SP£CIFJCA l!ONS SCAl£tv 1·=20' PCC SPLASH WALL "FINISHED GROUND DETAIL -TYPICAL PCC BROW DITCH TO SPLASH WALL CONNECTION NOT TU SCALE NOTE -ALL ELEVATIONS FLAGGED ALONG CURBUNES ARE TC GRADES DATE INmAL OTHER APPROVAL CITY APPROVAL . NOTE: IA REVISION IS BASED ON PADS ANO GRAO£S FOR LOTS 2 &-3 ENGINEEl?EO ANO PROV/OED BY PARTN£RS ENGINEER/NG RlED AS APPt.!CA 710N PIP 04-05 1 s,rr I CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH8S I CIWJING PLANS fOli: FOX -MlllER PROPERTY APPROVED8Y-GLENN THOMAS PRUIM Atrr~~=6-~.:z~~ RCE s121r PIRES7 CITY ENGINEERDA DWN BY: CHKD BY: -1'14--- RVWD BY: PROJECT NO. C.l 00-20 G: \0~1093\0493G04.dwg Apr 24, 2006 1: 34pm DRAWING NO. 418-6A Xrefs: 0493G; 0493GRD; 0493MAP; D~93STR; QL93TP01; 0493UTL \ ) ·/ 2710 Loker Avenue West Suite 100 Carlsbad. Califomia 92008 760-931-noo fox: 760-931-8680 Civil Engineering · Planning Processing Surveying ~t1~ 01 RCE: 55187 DATE BENCHMARK: DESCR/PllON: SET 25" 0/SK IN DRAINAGE BOX INLET LOCAllON: NORlH S/0£ OF PALMER WAY, 100 FEET EASTEHl.Y OF CO/JGAR DRIVE RECORDED:. {POINT 108, CITY OF CARLSBAD SIJRvEY CONll?OI. NETWORK) llEVAll0N: 246.43 OAT/J.11: NGl!fJ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION NOT£!! £1£CTRONIC OA TA Rl£S ARE FOR REFERENCE ONLY ANO ARE NOT TO BE IJSEO FOR HORIZONTAL OR 1£Rl!CAL SVR'4::Y CONTROL NOTE -ALL ELEVA TlONS FLAGGED ALONG CURBLJNES ARE TC GRADES FOX -MILLER PROPERTY DATE INITIAL DATE INITIAL . OTHER APPROVAL CrTY APPROVAL G:\041093\0493G05.dwg Sep 01, 2005 3:23pm • · Xrefs: 0493G; 0493GRD; 0493MAP; 0493S1R; 0493TP01; 0493UTL I 0 ~ 0, G) O.t:a, ............ ex:> 00 I 0,. )> \ I J DETAIL SCALE~ 1•=20' 1!01 ) I =-.L~ .....-c -· • r .,-, __ . . · · •--: 3 .--7 -. . / / _,.-,-".----=i-~ ...... . ,..,.... --... / " .. · - - -....... ---~1-';;~?-~4:!¥7'7~/-)~~--:--:;( . ~ I --t I ~ 'IP,{ lQ3f l:. i - "f~~f!.l!f,~ Tl T(} -~ 'E C.B. I se/!:: ;fl'-- ------CATCH 1;;;, I - I I ti.· eiiow \Pl 1Ctl ~ --+.E - DETAIL 'C' '!J' -PRIVATE. STORM DRAIN DETAIL -TYPICAL PCC BROW DITCH SPLASH WALL CONNECTION I SCALE~ ·1"=20' GRADING CONSTRUCTION NOTE;$ ~STR/JCT VERTICAL C/JT INTO ROCK LAYERS; 4 FT. HIGH, VARIABLE WIDTH, 20 FT. LONG. SOILS ENGR. TO VERIFY ACCEPTAB/UTY OF LOCA710N IN Fl£1.D. ANY MOD/RCA TIONS TO BE MADE TO THE SATISFACTION OF CARLSBAD ENGR. & PLNNING. DEPT. o· JJJAP # i4080 20 BO' NOTE!! ELEC!RON!C OATA Rl£S AR£ FOR R£F£R£NC£ ONLY ANO AR£ NOT TO 8£ USBJ FOR HORIZONTAL OR VERl!CAl SURVEY CONTROL C O N 271 O Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-nOO rox: 760-931-8680 Civil Engineering Planning Processing Surveying NOT TO SCA/.£ .~ ,.-...---,:;.-- \ • ..\-------' ::X-\ -\.......-:; -· -.~-=--\ I I I t-------+1---------1 P.E. C55/81 ATE: • l · ()tj 55187 o· 40' 20 SCALE; 1 • = 40' 08/16/?J? EXP 06/.JO/oB DATE DESCR!Pl!ON: SET 25" 0/SK IN DRAINAGE BOX INLET LOCATION: NORTH SIDE OF PALMER WAY, 100 FEET EASlERl Y OF COlJG4H OR/VE · RECORDED: {POINT 108, CITY OF CARLSBAD SURVEY CONlHOl. N£7HVRK) ELEVA l!ON: 2./6.4.J OA 7l/M: NG';D ,, --' \.,,-- --\. ---< \ ----,..,:;] \-~ --\ I . . , "',/\SID7 Ill?'\ . 12.\ l'l":i-E':iUILTS : , I,: . , , -•,_ .• ; ,:. ' . ,.' -_ ::_ ' ' . _', -) . . . . 1 ·' ; -• ' ., i--:,,.....;..·,; ,., . . . . -. -. ' ----l .. . . . . . I . ' DATE· INITIAL . DATE INrrlAL DATE INITIAL ENGINEER OF WORK REVISION .DESCRIPTION OTHER APPROVAL . CITY APPROVAL I SBET I CITY OF CARLSBAD 1 sH 8ETs 1 ENGINEERING DEPARTMENT GIWIING /llANS FrJII: . FOX-11/llEH PHOP£HTY APPROVED ,di'" LLOYD B. HUBBS ~ -,?~-.,,, . ~tfrS: R 23BB9 ~RES 12 -05 CITY ENGINEER -D- . DWN BY: ~ PROJECT NO. DRAWING NO. CHKD BY·= C. T. 00-20 418-6A RVWD BY: . G: \041093\0493G06.dwg Sep 01, 2005 3:25pm Xrefs: 0493G; 0493GRD; 0493MAP; 0493STR; 04931P01; 0493UTL 'l I \ C :e °' Ci) 0 J:lia, -+, ....a (X) 00 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT BOB SUMMERS AT H.G. FENTON (858)-524-1547 OR (619)-723-6996. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAIU\BLE AT ALL 11MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIUTATE 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 SA11SFAC110N 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 OPERA110NS 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 PROVIDED PER THE APPROVED GRADING PU\N SHALL BE INCORPORATED 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 PU\CE 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 EFFEC11VE 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 CON5ERVA110N, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING · AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PU\NTING AND IRRIGA110N SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN 5EC110N 212 OF THE STANDARD 5PECIFICA110N5 AND THE FOLLOWING: A. HYOROSEEDING 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 FU\TTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL U\NDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDEN11FIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING 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 PRECIPITA110N SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVEN110N- ----~A=L~5YSTEM OF LOW PRECIPITA110N 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 IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGA110N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (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 LOCA110NS WHERE THE AREA BEING HYDROSEEDED 15 NOT VISIBLE FROM £/THER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCUU\TED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG 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 CER11FICA110N 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 RATE 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 15 USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PU\NTED 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 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. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT 15 PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT U\NDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. CRIJSHEO AGCRECA TE GREA lER THAN 3• 8/JT SMAliER THAN 6" X .v. 12• MIN, UNLESS OTHERHfSE SPECIREO BY SOILS ENGINEER CORRUGA lED STER PANB.S ORIGINAL GRADE '' ✓.:{/>y;' RLTER FABRIC NOTE: CONSTRUCT SElJIMENT BARRIER ANO CHANNELIZE RUNOFF TO SElJIMENT TRAPPING DEVICE '------CTJ SElJIMENT TRAPPING DEVICE .i~ ~1 'l,~ ~-c:s ~v ~ \.. I ~, II ~ !">I ~ ~ ~ c(:1 "' ~, ~ I(! ::,,. R1 ~ "'1 ~ 24' MIN. CORRUCA lED STER PANB.S 10' MIN OR TAs REOUIRED • TO i ACCOMMODATE ANllCIPA lED TRAFFIC, HfflCHEVER IS GREATER I 50' MIN. I OR FOUR 7ll,(£S THE CIRCUMFERENCE OF lHE LARGEST CONSTRUCllON llRE. Hff/CHEVER IS CREA lER STABILIZED CONSTRUCTION ENTRANCE/ EXIT (CSW'QH TC-1) ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ---,, FLOW ---11►► 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 ANCHOR/NG DETAIL "' DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE I. SIT POSTS AND EXCAVATE A 4 BY 4 IN (10 BY .10 CM) TRENCH UPSLOPE FROM AND ALONG THE UNE OF POSTS. 2. ATTACH THE FILTER FABRIC TO THE POSTS AND EXTEND IT INTO TH£ TRENCH. 4 IN (10 CM) 3. BACKFILL AND COMPACT TH£ EXCAVATED SOIL UNLINED SWALE & BERM GRAVEL FILTER :.:.:;:::::::::::::7• ... RUNOFF' WATER WITH 5£DIM£NT OV£RFL~ SEDIMENT WIRE SCREEN FILTERED WATER 11111111 ... 111111111111 DROP INLET WITH GRATE ~--coNCRITE. BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WfTH GRATE STRAW BALES STAKED WITH TWO STAKES PER BALE COMPACTED SOIL TO PREVENT PIPING £ND AND SIDE OVERLAP AT CORNERS 2X6 STRUT(SJ R£0U I RED WHEN NOTED ON PLANS STAKED STRAW BALE • Ill 2X6 STRUT (SI FILTERED WATER 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 OVERWPED GRAVEL BAGS 24• LOG CHECK DAM A POINTS A SHOULD BE HIGHER THAN POINT B LEGEND DESCRIPTION STAflJT,JZED CONSTRUCTION ENTRANCE SILT FENCE F1BER ROUS GRAVEL BAGS STRAW MATTING SLOPE PROTECTION QUANTITY SYMBOL 17,000 SF 5,600 LF 0 0 14,700 LF - • • - • • - 4,700EA = 420,000 SF HAY BALE CHECK DAM 6 IN (15 CM) r 24 IN (61 CM} l COARSE: AGGREGRATE now ~•~).,CM) o l (B) L=DISTANCE SUCH THAT POINTS A AND BARE OF EQUAL ELEVATION GRAVEL CHECK DAM NOTE!! ~ ~ ~ ~ No. 187 EXP. 6/30/06 2710 Loker Avenua Wo!st Suite 100 Carlsbad, California 92008 760-931-noo Fox: 760-931-8680 CJVI\. Civil EnginMrinQ Planning Processing Surveying RCE ©2005 O'Day Consultants, Inc. DESIGNED BY: T.T.C. DATE: AUG.. 2005 DRAWN BY: J.D.D. SCALE: 15 SHOWN PROJECT MGR.· J,PS. JOB NO.: Qt 1093 DATE: ·[·D~ RCE: 55187 "AS BUILT" EXP. DATE ELEClRON/C OA 7il RLES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SURvEY CON!ROL REVIEWED BY: 'Jr /z. .. j fJJ ( DATE t-----t--+------------+--1---1--1--1 I SH7EET I CITY OF CARLSBAD I SHEBETS I :=::::::::::::::..:::::==EN=G=l=NE=E=R=IN=G=D=EP=A=R=TM=E=N=T==:::.:==::::: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION EROSION CONTIIOI. PLANS FOli: FOX -JJ/ll£R PROPERTY APPROVED/Y'r RCE 23889 EX. DWN BY: .._,,,,.~, DATE INITTAL DATE INITTAL CHKD BY: MY OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 00-20 G: \047093\0493G07.dwg Sep 01, 2005 3: 29pm Xrefs: 0493G DRAWING NO. 418-6A ' \ ) / venue West Carlsbad, C rf ~uite 1 oo a i om10 92008 Fax: 760-931-7700 760-931-8680 Civil E · Pl _ ng1neering onn1ng Processing Surveying I ·/-V? 55187 " AS-BUILT ,, EXP .. ___ _ DATE REVIEWED BY: INSPECTOR DATE J ' " " 0 \_ D " ·,."'-0....._ a\ :f O ~ !" ,,;:, \,;, ' ~(3J-/2 ~·"""' •• • • . / (7'"". { ' ,, .... 'f.--'1 ""'' ,,, ' . '@; ' '\ '\ ' •' \ ·,,,-\ ·\ ... ~ ,._ ~-....... ' ·"' . "·-·-, \ . . "----. ' -. . 6 \ .. ~ \\ I BENCHMARK: OESCRIPT!ON: SET 25• DISKIN ORM LOCA T!ON: M'"" WAG: BOX INLET · vnlli SI, EASTEJ?L fEOF OF PAll,fEJ{ WA r. COUGAR ORI'"' 100 FEET R£COR0£0: m "c 1,tJ/NT 108, CITY OF DATE INITIAL o' £L£ CONTROL NEllKJRK.I CAR!.SBAO SIJRVEY VA T!ON: 246. 4J v _ • OATI/M: NCW ENGINEER OF W ORK REVISION DESCRIPTION . LEGEND DIRECTION OF C'u .x/EET FLOW_ SILT FENCE------------------ -----.. - GRA lirl BA GS· ••••• . -. ---- STABILIZED -········· CONSTRUCTION EN • -••• STRAW MAm TRANCE-···-·- 'NG SLOP£ PRO RB£R ROLLS •• --TECTION-.••••••• ... . -. . -. . . . ... . . . . ---... NOTES 1. MAINTENANCE p. RECAR/JING '£RSONN£l. SHALL 2 MA/NlENANJtfjN'jjj/ff /1,(PLEl,IEf flff !t THAIN/NC ALL Ct/RB INI.ElS "' ANO SHALL BE EOWPPioOCA TEO ALONG SA!..K .I APPROlf'/J BY THE Cl Yllll /NI.ET fiL TEJ?S. A 1£NU£ LANDSCAPE ANO TY OF CARLSBAD. AS SUCH A MAN. /RRIGAllON SH. • PLANT ~ER AS TrJ INSIJRE 'ALL 8l' MAINTAIN. STrJRM DRAIN. ANO SOIL OR Sil TU:,CA l!ON Rl/N'f:!:N 4. PLANT • NOT ENTEJ? TH£ AS~,:-SHALL BE MAINTA/i COVER ANO Sil Tm:,~ AOEOIJ'Jff gfo!Jt:4CEO S.: PAW AREAS T. Sr££PINC. SHALL R£CEllf' RECI.ILARL 6. THE ARCH/TEI y SC/1£0/JlEIJ OOWNSP(J(J CT SHALL DESIGN ACROSS 7S IN LOCA llONS ROOF-IJRAIN PR/VA lE =PE AREAS :; AtfoOW FOR FLOW 7. Pf.AN YSlEM. ENTERING lHE llNC ANO IRR1CA 8. LANDSCAPE PLAN. llON SPEC/flCA l!ONS PER Gli'A I-El BAG 'IEZOCI ~ Yllll/N THE ';~CK DAMS SHALL BE ::!MUM ":i':ffs OAAfS stffu_ DEjj~"!Jo ON 711/S STREET AS ACCOR/JING TrJ AT GRADE flll.l.OWS: lllE GRADE OF OF STREET LESS THAN 2 2%TrJ4% Jr 4:rm10:r Olf'R 10 Jr NQTF; /NTEJ?VAL AS R£QIIIREJ) 100/HT 50 FEET 25/HT PL.ACE Fl!JER HOU.$ -AN EROSION cor-r:ND All CURBS AS SALK A'S/UE AND AIEASURE ALONG El. CANINO REAL NOTE!! El.EClRONIC OA TA Rl£" ANO ARE M ., ARE FOR OT 'f'() BE USED REFERENCE ONLY OR 'tERllCAL SIJRVEYF~ HORIZONTAL .,ONJROl .,, ... -• • - 100' 50 200' SCIJ.E: 1• = 100' w CITY OF ENGINEERING qARLSBAD I SHsS I EHOSKJN CONTllOl. EPARTMENT PiAIIS roe: FOX -IIII..J.£N PHOPEHTY ~DVED$'r . --RCE 23889 ~ ' . ~ -. LLOYD B. HUBBS DATE INIT~L DATE ES 12 OTHER APPROVAL INITIAL. OWN BY· 05 CITY /~ CITY APPROVAL CHKD B.. SJ.f,,} ENGINEERS RVWD B~: PRDJ ECT ND TE . C, f. 00-2(} DRAWING NO. 418-6A G: \041093\049 Xrefs· 04 3G08.dwg S . 93G; 0493 . ep 01, ?005 . GRJ; 0493\1AP· 5. 36pm , 0493STR; 0493TF01; D 493UTL \ \ • I ! I : C ~ co G) Q, ~ co ..... 0) I 0,., )> \ ) /