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Home My WebLink AboutDWG 415-9J; CT 97-13; CARLSBAD OAKS NORTH PHASE 2; 01-24· I I ' ·L GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED-BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLAN$. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING 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 l'K)RK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF SI, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'A-· OR BETTER ANO A SIZE CATE/JORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS' KEY RATING GU/OE. 5. NO WORK SHALL BE COM,!ENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. 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 TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE Cl TY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. II. 'M-!ERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF, /A/ SUM,!ARY SHEET, {BJ LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT/SJ SHALL BE /1,f;!EDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION. TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK /438-3891/ AT LEAST FIVE /5/ WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT /760/ 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2,00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. 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. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE /1,f;!EDIATELY, AND THE PERM/TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS. EARTHMOVING EQUIPMENT, CONSTRUCT/ON 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 LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ 18. 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COM,!ENCED WITHOUT A Cl TY ENGINEER APPROVED BLAST/ NG PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 2/. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES {ABOVEGROUND AND UNDERGROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW} AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND! SERVICE ALERT SDGaE ' PACIFIC BELL ADELPHIA COlrMtJNICATIONS CITY OF CARLSBAD {STREETS AND STORM DRAIN/ CI TY OF CARLSBAD ( 5£WER, WATER II RECLA I MED WATER J BUENA SANIT4TION DISTRICT CITY OF VIStA (STREETS II STORM DRAINS/ VISTA IRRIGATION DISTRICT COX CABLE (800/ 422-4133 /800/ 660-7343 (800/ 892-0123 /760/ 438-7741 I 760/ 434-2980 I 760/ 438-2722 /760/ 726-1340 {X/374/ I 760 J 726 -I 340 I 760/ 806-3100 I 760 J 806 -9809 CARLSBAD OAKS PHASE 2 C. T. 97-13 NORTH WORK TO BE DON£ THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. /. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS CARLSBAD STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE 'R' VALUE TESTS AND Tl,£ ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO /21 CITY WORKING DAYS BEFORE THE WORK BEGIN$. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS. SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES $HALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO /5" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c· AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. 'MIER£ AN EXISTING PIPE LINE IS TO BE ABANDONED 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. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SORS DWG M/9. 9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. JO. TWO (2/ SETS OF SURVEY {CUTI SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. CARLSBAD SEWER NOTES /. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME I, CHAPTER 6 AND VOLUME 3", DATED JUNE 2004, OR THE LATEST EDITION, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LATEST EDITION (GREEN BOOK/. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760) 438-3891 /. CMWD WATER NOTES I. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUMES 2 8 3" DATED JUNE 2004, OR THE LATEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPER I NTENOENT. ' 4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT/ON (TELEPHONE NO. {~60) 438-3891/ FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUMES 2 AND 3", DATED JUNE 2004, OR THE LATEST REVISION. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. CMWD CONSTRUCT/ON NOTES I. ALL POTABLE WATER SERVICES SHALL BE 1 • AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS/. 2. ALL WATER METER BOXES SHALL BE 17"x30"xl2" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 4. THE TOP OF WATER METER BOXES $HALL BE FLUSH WITH THE FINISHED SURFACE GRADE. ENG/NEER's STORM DRAIN NOT£ THE FLOORS OF ALL DRAINAGE BOXES {INLETS, CLEANO/JTS, CATCH BASINS) ARE SLOPED AT 12: I TO THE LOWEST OUT FLOWING PIPE AS SHOWN ON THE STANDARD DRAWINGS. FLOMINES SHOWN ON THE PROFILES ARE FOR PIPES. ANO MAY OR MAY NOT BE THE SAME AS THE FLOMINES FOR THE BOXES. 0/VERTER BOXES ARE STANDARD aEANOUTS 111TH PIPES AS SHOWN ON Pl.ANS. CITY Of' OCEANSIO,E PACIF'IC OCEAN ··¥7 p - ! CITY OF' VIST CITY OF' ENCINITAS VICINITY MAP NO SCALE : BENCHMARK: SITE I DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF llt'.l\'K FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE Off'R THE DESIGN OF THE PROJECT AS DEFINED IN SECT/ON 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA llfNGS AND SPECIF/CA 7/0NS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENC/NEER OF WORK. OF MY RESPONSIB/Ll7/ES FOR PROJECT DESIGN. Oi?A Y CONSULTANTS. INC. 2710 LOKER A VENUE /lfST, STE. 100 CARLSBAD, CALIFORNIA 92010 (760) 931-7700 --;;:::::c4 OATE.· 11{!,/o( -, 1/MOTHY 0. CARROLL, JR. R. C.£ NO. 55381 SUBDIVIDER EXP. 12/J!/06 CARLSBAD OAKS NORTH PARTNERS, L.P. P. 0. BOX 80036 SAN 0/EGO, CALIFORNIA 92110 (619) 223-1663 PROJECT LOCATION OfESS1 ,.._ "' -a ii\ 'fi NO =1 r;J * EXP: 1i/ll/OO * '!),i,,._ CJV\\. ~~'<- •~ OF r>.\.\~G THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1994 E 6252. APN 209-120-09 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN-LO AERIAL SURVEYS ON MARCH 14, 1996. TOPOGRAPHY SHOWN HEREON CONFORMS TO NAT/ONAL MAP ACCURACY STANDARDS. LECAL DESCRIPTION A PORTION OF LOT "B• OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CAUFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURff'Y IS THE CAUFORNIA COORDINATE SYSTEM NAD8J, ZONE 6, BASED UPON THE CR/0 BEAR/NC 8ET/lfEN PT. NO. 78 ANO PT. NO. 71 AS DESCRIBED IN RECORD OF SURff'Y NO. ! 7271, 1.£ N26'28'20T REFERENCE DRAWINGS CITY OF CARLSBAD ORA WING No.s 415-9 &-415-9A NOTE!! ELECTRONIC OATA FILES AR£ FOR REITRENCE ONLY ANO AR£ NOT TO 8£ USEO FOR HORIZONTAL OR 1£R11CAL SVRIEY CONTROL 3. THIS SET OF PLANS 4. RESOLUTION NOs. 5244 -5252 DA TEO AUGUST 21, 2002. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {GREEN BOOK) 6. SOILS REPORTS ANO RECOMMENDATIONS BY WOODWARD-CLYDE CONSULTANTS DATED JUNE 15, 1990. 7. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON, INCORPORATED DA TEO OCTOBER 21, 2004. 8. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 9. CARLSBAD MUNICIPAL WATER 01ST. STANDARDS ANO SPEC/FICA TIONS FOR WATER, SEWER ANO RECYCLEO WATER 10. STORM WATER POlLUT/ON PREVENTlON PLAN {SWPPP) PREPARED BY Oi?AY CONSULTANTS, INC. DA TEO 12/20/2005, W0/0 NO. 937CJJ0446. II. STORM WATER MANAGEMENT PLAN (SWMP) FOR er 97-13-02 PREPARED BY O'.oAY CONSULTANTS, INC. DATED OCTOBER 2005. NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY. STO. DWGS. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OT!-IERWISE. LEGENO DESCRIPTION DWG. NO. SYMBOl A.C. PA WNG OF STREETS 4• A.C. OVER 6" AB MIN. OR AS SPECIFIED BY SOILS ENGINEER P.C.C. 5• CURB &-CUTTER. _ • __ •• ____ . _ C-2, TYPE '(;'' ______ • ====== P.C.C. SIDEWALK (4") .... __ ......... C-7. _ •••••••••• '•' '' '•• •' PEDESTRIAN RAMP TYPE '.4 ' •••••••••••• C-27. _ •••••••• P.C.C. DRIVEWAY~ ALLEY TYPE (MOO.)_ _ ••••. GS-20 &-DETAIL SHT. 2. 6" A.C. BERM ~ TYPE '.4 ' ••••••••••••• C-5 ••••••••••• A.C. SIDEWALK. _ • _______ ••••• ___ • _ • __ • ______ •• STREET UGHT (!OOW HPS) 9500 LUMENS ••• _ • E-1'. • _______ _ SIGN ••••••••••••• _ •••••••••• M-45. _ ... _ .... STREET SURVEY MONUMENT. _______ •• _ • M-10. ________ • 8" P.V.C. SEllfR •••••••••••••••••• C.M.W.O. S-5 •••••• SE/lfR ACCESS.HOLE. ____ . _____ • ____ C.M.W.0. S-1 •• ___ _ SEWER ACCESSHOLE (PVC UNEO). _____ • _ • C.M.W.O. 5-IA ••••• 8" SEWER I.A TERAL. ••••• __ •• _ •••••• _ •••••••••••• ~f #1 '·,;:; ., ~ Q----r I',. ---s-- ----0-- ----0-- ----<@ QUANTITY 223,000 SF 8,965 lF w,;5 02, 2 9,130.~, 110 LF / 550 SF IJ EA ! EA 4 EA 3,880 lF 3 EA If EA 15 EA 12• PVC WATER UNE (HG 550) _______________ •• ________ --II'--_ 960 lF 12• PVC WA/ER UN[ {HG 700) •••••••••••••••••••••••• --II'--_ /1 (,21 ~ 16" 10 GA. CMLC WATER LINE (HG 700). _____ •• __ • • • • • • • • • • _ -W--_ 16" GA T[ VAL VE •••••••••••••••.•• C.M. W.O. W-!6. __ •••• _ __,,___ 12• GA T[ VAL VE •••••••••••••••••• C.M. W.O. W-16. __ • _ •• _ --s1-- 8' GA TE VAL VE. • • _________ ••••• _ C.M. W.O. W-16. __ • __ • _ ---<>--_ FIRE HYDRANT ASSEMBLY ••••••••••••• C.M.W.O. W-12 ••••••• ___ r_ 2• BLOW OFF ASSEMBLY. _______ •••••• C.M.W.O. W-6. ____ _ ~~ - 2• MANUAL AIR REI.EASE {M.A.R) •••••••••• C.M.W.O. W-6 •••••• 2• AIR VACUUM VALVE (,4.V.A.) •••••••••••• C.M.W.O. W-7 ..... . -----w---✓--w-- ENO CAP & T.8.. -••• - - -••••••••••••• - • --- ---- -~ -W- 8" P. V.C. REC. WATER!LINE(HG550) •••••••••••••••••••••• _ -RW---_ 8' P. V.C. REC. WATER LINE (HG 660) •• ____ • __ • __ ••••••• _ •• _ -RW---_ 2• !RR/GA T/ON SERVICE ••••••• _ • _ • __ • • • • • • • • • • • • • • • ---..(D 54 • RCP STORM DRAIN_ 48" RCP STORM DRAIN. 36" RCP STORM DRAIN. Jo• RCP STORM DRAIN. 24• RCP STORM DRAIN. -. -.. - -. - - -.;. _D-60_ _D-60. f)-60. 0-60. f)-60. 18" RCP STORM DRAIN •••••• _______ •• f)-60. BLIXK &-MORTAR SEAL ••••• _ _ _ _ _ _ _ _ 0-60. TYPE 'a-I' C.I.. •••••••••••••••••••••••• f)-2' •••••••••• TYPE 'a' C. 0. • ____________ ..••. _ f)-10 • ___ • ___ • _ --------- - -----. ------- - - - • 55-==:a :::::::s m @'::::i EXIST. BARRICADE. _ • _ ••• __ • • • • • • • • .M-9. _ . . . . . . . . . . @] -.a....-a--.--a-..-"- ' AS MODIFIED BY CITY OF CARLSBAD ENGINEERING STANDARDS CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS _ ...--__ ) 5 EA 10 EA 41 WEA f" 46 EA 4 EA 27 EA 584 LF J,278 lF 13 EA 555 lF 665 L{ 1,450 If. 745 lF 635 lF 150 lF I EA 12 EA !8 EA NO. OF F.H.(S)JQ..F.FLOW /1c0 G.P.1.1. OUT OF ....h.F.H.(S) ..,--·;,,.t,..::._{ __..4/ ~---------------~ BLDG. J'RINKLrn YEs/No ... F.FLow __ G.P.M. ~~o~'j;g/tARtfl.'~ilb,uo CARLSBAD MUNICIPAL WATER DISTRICT f ~e, /4 DATE f\ , ~1 /_ "'10---'-1/7 ,, VAf 'if" 111'-,/c, FIR'l: MAR'j1/i. I DATE REV,WED JY;, /} II,_. DAVID A. HAUSER R.C.E. 33081 DATE /J!,a II (:,)'&- DEPUTY CITY ENGINEER EXP. 6/30/08 lf.lSPECTOR 9/4,t/111 DATE f-----+--+-------------+----+-----+---+----ll SH,EETI CITY OF CARLSBAD ~ ENGINEERING DEPARllAENT LliJ ;:=='....'.::::=========:::'....':::==~ IIIPHOV£Al£NT Pl.ANS FOR: C~/?q~T DESIGNED BY: H.R. A.V.L DATE, NOVEMBER, 2005 DRAWN BY: G.C .. T.G. SCALE: AS SHOWN DESCRIPTION: 2• ALiUMINUM DISC fTAMPED CPS CONTROL PT. 2002 , /2.\ 12£:V/5€ W,4~ /'1,4/Al r 111/LV~S CARLSBAD OAKS NORTH PHASE 2 C.T. 91-fJ s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-9l1-8680 PROJECT MGR.· T.O.C. ENGINEER OF WORK, ~C-4 JOB NO., 96-1005 DATE,Jt f,/t:i:, LOCATION: IN s;/;EWALK NOR TH SIDE OF PAL OMAR AIRPqRT ROAD, JOO FEET /lfST OF MELROSE OR/VE RECORD FROM: RO.~ NO. 17271 (PT. NO. 71) 2/10/01 TC 1122101 re DA TE INITIAL P/l!V€WAY.; /c!Fl'l.PCI: .4,e:, • • A5-BUILT • It\ /?.[VISE :rr. PRAIN" ,41}!) R2~ :i!tiNS(S/IT5.t112Z] J7l•h7 DATE REVISION DESCRIPTION --I INITIAL APPRQV~D.jlY: <~ 1,0,, 6•' ,11o{oa fJY: 12..,/ 'If-CONRAD C. HAMMANN, :JIZ. 1!/i,1/c, CITY ENGINEER PE 33069 EXPIRES 06/30/08 DA TE DWN BY: PROJECT NO. DRAWING NO. www.odayconsultonts.com TIMOTHY 0. CARROLL, JR. RCE: 55381 ELEVATION: #4.00 M.SL. DATUM: NCVD 1929 ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL CHKD BY: §,yf>_ RVWD BY:~ C.T. 97-13 415-9J ~--------•~---~ 1:\961005\Submit\Phose 2\060807 Grd, Imp, Mop\9605B101 dwg s~p 06, 2006 1:59pm Xrefs: 960581: 9605\llC; 9605AN ':· ·!: ·1·! I( W:,· ' ---~\ . 'f C •- • I ' ,? j _l'" , -' ., I '1~-2709 l '. 010201 co11i~J ........__.., _____ ,,, , , ,,.,----------------- FUTURE /, i 2 1 ) c/ FUTURE @) MAP No, 14928 @ OPEN SPACE ' o· 50• t r 200· ACP PRECAST FLATTOP OR £OU/VAL WITH 36" ACCESS HO ENT tE L 18" MAK 6' ~ f:\ i LOCKING ACCESS HOLE COVER PE. R M-,1 REC. STD. owe. - !::] " ;,:, :§ s!: i!:: <:, -e:; <:, ~ 100 400' NOTE: Al/GN COVER ,t HOLES TO ALLOW CLEAR VIEW or INVERT FROM THE TOP or THE CLEANOUT I ( FUTURE FUTURE (~~) LDT 8 0 R/W ?..;o.s' ~~ 11~'1-- i,1 FUTURE c:_25'• l'C __ ) FUTURE H //0. ;7 (:§ LDT 4 !WAP KEY LEGEND SHEET NUMBER. . • . rn SEWER ...•........ -S- ACCESS HOLES. . . . . • . 0 WATER. . . . . . . . . . . -W- REC. WATER. . . . . . . . . . -RW- GATE V-4Ll,t"S_ • . . . . • . FIRE HYDRANT. STREET LIGHT. STORM DRAIN. LOT NUMBER. 10' 26' 2X 72' q_ - 26' ----- 2% 7 \-0.5' (TYP.) 6" TYP£ 'G' CURB ,t CUTT£R s1s 1 111 WHIPTA!l LOOP LDT 7 !Vo, ----· KEY MAP SCALE: 1 • = 200' R/W ,I" P.C.C. R,,/1r ' 0 SHEET INDEX SH[[T NO. I 2 3-12 /3-21 22 23-2-1 26' DESCRIPTION TITLE SHEET KEY MAP, STREET SECTIONS ,t DETAILS, NOTES SURFACE IMPROVEMENTS ,t WATER PLANS SEWER ,t STORM ORAIN PLANS STRIPING ,t SIGNAGE PLANS CATHODIC PROTECTION PLANS R,,/1r ' 72' 26' ~ ~ 10' ;::: 1' g' 10' 10· g• 1· .::: ~ ~ ~ ~ t-----1.t-.~--:::;.,'rt-~rr---+-+-r-l W I ~ I ! 1lt)~ r---__J ,1• A.C. PVMT. OVER 6" A.8. (MIN.) OR AS RECOMMENDED SIDEWALK ~p ~ ~ 1 ~ ~~ UP TO 5,1• STORM ORA/NJ \ 121/16' WATER MAIN 8 • REC. WATER 16 • WATER MAIN 8Y SOILS ENGINEER -SEE STREET NOTE No. I. WHIPTAIL LOOP / GAZELLE COURT JO M.P.H. DESIGN SPEED Tl.=70 NOT TO SCALE 12:~ T s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Corbibod, Colifomio 92010 Processing 760-931-7700 Surveying Fmc 760-931-8680 www.odayconsultants.com DESIGNED BY: H.R.,A.V.L. DRAWN BY: G.C. T.G. PROJECT MGR.: T.O.C. ENGINEER OF WORK: ~y TIMOTHY 0. CARROLL, JR. DATE: NOVEMBER. 2005 SCALE: />S SHOWN JOB NO.: 96-1005 DATE: 11/,k RCL 55381 8" SEWER MAIN TYPICAL UTILITY SECTION NOT TO SCALE "AS-BUILT " ~c~ sh/dl Tr:J;;TH Y 0. CARROL,./5 DATE P.E. 55.:JlJI EXP. /2/3/ 10 . REVfWED /} (J,I 4/zdoq , .... J y/, •. , ~! PECTOR DAE BENCHMARK: DESCRIPTION: 2' ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET M'ST OF MELROSE DRIVE RECORD FROM: R.QS. NO 17271 (PT NQ 11) ELEVATION: ;/#.00 M.S.L DATUM: NG'ID 1929 SCALE: 1" = 200' MODIFIED TYPE '8' CLEANOUT PER REG. STD DWG. 0-10. FOR DEPTHS TO 24' FEET SE. REG. STD. DWG. No. 0-11. DEPTHS IN EX, OF 2-1 FEET Will REOUIRE SPECIAL DESIGN. T CESS ~ ::;i " ;,:, :§ " i!:: <:, -~ ~ "' ' " ~~ :§ !'-.;,:, ~ ~~ ~ DETAIL: MODIFIED CLEANOUT FOR DEPTH IN EXCESS OF 15' NOT TO SCALE '• DRIVEWAY YWTH 6° P.C.C. CURB ;.- (24' ~INIMUM)• i I I I I '-----SIDEWALK RAMP ("~ 6.9 A. F9R 5.8 FT. 98EWHJ( ~ 8.0 FT. FOR 6.0 FT. SIDEWALK (OR GREATER) (NO LIP) TYPICAL PLAN ~ • P.C.C. CURB 'if't. VERllCAL FACE CURB (HEIGHT VARIES) SEE NOTE 1 ! ··• .. • en. A~•e arr .. SEE NOTE 4 1/t' RADIUS fl'ilw 4" A.C. (MINIMUM) ii'. IZ 1 1/2" ....J 7 1 /2" P.C.C. ... 6' ACG. 8,,,SE (MIN.) ~l::J ··- CENTERLINE X-SECTION L4• AGG BASE (MINIMUM) 1. THE RAMP SHALL HAVE A 12" WIDE BalOER WITH 1/4" DEEP SCORE LINES ANO 1/8" RADIUS. THE SPACING SHALL BE APPROXIMATELY 3/4" O.C. 2. • = ELEVATION SHOWIII ON PLANS (TOP Of CURB, AND GUTTER ELEVATION) 3. ALL CONCRETE SHALL BE 560-C-3250 4. TRANSITION FROM FULL HEIGHT CURB TO NO CURB. • OR AS REQUIRED BY 11-IE CITY ENGINEER t,.:.::,~A.:..P ... PR ... o..lv~o:..A~TE:.+--.....;c_rT..:..Y;....;;o_F __ c:.::AR:.::1.S=B:.:.:A;:;;.D __ -1/;L P-----:... 6-04 DATE ALLEY TYPE DRIVEWAY S-20 MODIFIED ALLEY-TYPE DRIVEWAY NOT TO SCALE I S2ET I CITY OF CARLSBAD ls24s[ ENGINEERING DEPARTMENT /IIPROYOIENT PLANS FOR: CARLSBAD OAKS NORTH PHASE 2 C.T. 97-IJ APPROVE~Y: CONRAD C. HAMMANN,:llt. Jt /4,/o. ,,, P../ EXPIRES 06/30/08 DATE' ,-21,0/09 TC AS -t,l/lLT CITY ENGINEER PE 33069 11\ DWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL DATE INITIAL CH KO BY: _6_1/_e__ c.r 97-13 415-9J ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: .Gw l·\9&1005\Sut,m·t\~•,w:e :·\0f,•:01 Gr<l, lmr:•, Map\9605B102.dwg Nev 01, 2006 10:21an, Xre's. 96C581: '.J605r·vTL 36058MAP, 960'i8UTL, %05F5TR. 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I -" --- i ~~__c~~~;~~-;~ -----------~~:~: . ~[·-. •·· 1 -. -_·-·-:is~-: ... ~·=~_:._.-..,,.cl.~._==_. #:~i.--6~?(:~g'i;Ll-.:;..E~4~E~--;--j;•---::.-~~ec-c.,____..-- • =-=--t=: -·--------+-= ' ........ + - ------:::: :~-~~~,:~: ~ ---. ,. _,_ ..... -----•-"' __ , -----' l - , I ___ •_ -1 j ' NOT£!! ELECTRQV/C DA TA AlES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IE/?llCAL SUR~Y CONTROl 18 . . •' . 0 EXIST, 0 2710 Loker Avenue West Suite 100 Corlsbod, Californio 92010 760-931-7700 F me: 760-931 -8680 www .odayco nsu ltants.com .,. .. • ~ :!: ~ ~~ ... "' -...: -- Civil Engineering Planning Processing Surveying 19 2 ccxJ0-r .t:: CJ J . .. 20 ---- 21 I ------ FU TU Rf (25) ......_ _ _/ s -i- ' ' PLAN WHIPTAIL LOOP SCALE: I" = 40' DESIGNED BY: H.R. A.V.L. DATE: NOVEMBER, 2005 DRAWN BY: G.C_ T.G. SCALE: 1" = 40' PROJECT MGR.-T.0.C, JOB NO_, 96-1005 "AS-BUILT A' Q ff TIMOTHY o_ CARROLL/ JR. 1------------------< P.E.5:5381 EXP-IZ 31/to ENGINEER OF WORK: DATE, IJ/,/4, REV WED BJ . ' TIMOTHY 0. CARROLL, JR. RCE• 55381 22 f UTURE @ ,, DATE DATE 23 BENCHMARK: DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET WEST DF MELROSE DRIVE RECORD FROM: R. 0.S. NO. 17211 {PT. NO. 11) ELEVATION, 444.00 MS.L DATUM: NGv!J 1929 ------+ -----• I . -----' : • I - ' -.--•--·•-'.-_-_-__ -.--~---<--+--E+-_--_• .-•--·--+1--.-..... +f---·.-·. +--+-----+---+---+---+--------i--+--~------ -•==~ .. _. _ , ___ -__ -+----+---+-__ -_-._-__ -+_.-__ -_ +----,! ·:: . ...::.:::.=;.:::.::·; :: : .... : ........ !-----• __ : :--=;~::..::::J::.=.:=:c .......... E_ -------~---[-_--+<·_ .... •:-~-----•:._--__ .-=_ ;t•-_-•:=I:_•----+~-==1 ------:.! .. --... : ·•=·•·-·· :.-~-r=--. : i... ......... • • ........ ~ ....... _._ .:::·:·:· :·==: L := _· --!------·-·-.......... . --------·---------------------------------...... _ --- ---· --- o· 10· 40• - ---5 20 SCALE: 1 " ~ 40' SEE SHEET No. IJ FOR SEWER & STORM DRAIN PLANS. SEE DWG. No. 415-91 FOR GRADING PLANS. CAUTION!! CONTRACTOR TO ITT?IFY THE EXACT LOCA llON OF EX/SllNG UllL/llES IN THE AELD PRIOR TO CONSTRUCllON! 80' CENTERLINE DA TA DELTA BEARING RADIUS LENGTH N l/'33'31" W 194,52' 2 6= 21'09'25" 750.00' 276.94' CURB DATA DELTA BEARING RADIUS LENGTH REMARKS I N 11'33'3/ • W 223.05' TYPE 'G" CURB .t GUTTER 2 N 11'33'3/ • W 223.05' • 3 6= 20'54'18" 776,00' 283. 13' • • 4 6= 21'09'25" 724.00' 1--5~1--"6=--_~0~0~·1~5-c'o~1~•-1-'-j15.oo' 261.J;f' • • 3.41' 6" A.C. BERM RECYCLED WATER DA TA (1) NO DELTA BEARING RADIUS LENGTH REMARKS I 2 3 2 3 4 5 N 00'!8'3!" W 25.63' 8" PVC ~ CL 150 HG 550 N 11'33'3!' W /81.92' • • 6= 21'09'25" 759.00' 280.27' • • WATER DATA (1)(2) DELTA BEARING RADIUS LENGTH REMARKS N 22'48'3I" W 20.63' /6" 10 GA. STEEL~CMLC HG 700 N 11'33'3!" W 6= 21'09'25" 741.00' 181.92' 273.62' • • • • N l/'33'Jf" W 213.05' 12• PVC ~ Cl 150 HG 550 6= 21'09'25" 13/,00' 269.93' (f) WATER NOTE: NO DEFLECTIONS AT BELLS, FITTINGS OR OF THE PIPE WILL BE ALLOWED. THE USE OF DEFLECTION COLLARS SHALL BE REQUIRED. (2) ALL STEEL PIPE JOINTS TO BE WELDED. • t--------+---+------------+---+------+----+----------< ~I S=H3E=ET::::"I =C=I=T=Y=O=F===C=A=R=IS==B=AD====--'=I ====· "=:I ~ ENGINEERING DEPARTMENT -¥ Z to/09 TC AS-E,U/LT 1 DATE INITIAL ENGINEER OF WORK' REVISION DESCRIPTION I \%1005\_S~t,mt P~cse 2\061101 Grd, Imp, Mop\96058103d",;I Nov 01, 2006 9.05am ,.refs· 96C:",rl• %;)'",BSTP: 9605BUTL: %058PR0: 9605ASTR: 9605AUTL: 9605BMAP DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL llr/PHOV£Al£NT PLANS FOH: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP C.T. 97-13 APPROVED B}t ,f}'.. QA/~ CONRAD C. HAMMANN,~. 1\/4~, CITY ENGINEER PE 33069 EXPIRES 06 30 08 DATE OWN BY: CHKD BY:~ RVWD BY: PROJECT NO. C.T. 97-13 DRAWING NO. 415-9J --------- 1 -----------, ____ , __ ~ ., -·--· -- ----: -_ --. ~=__:--:--==·== -·==.::..=,,::~ --_:;:,:-:·:: ::::: ' ----.--•----:----·: ..... ,_, __ --=-·• -------::::::::: -=-== :::-~: -·-······ ---· :------. . ---_ -----_ -F ::~ : __ ·:·:·= .. :·:·: ______ -: ____ ----------------_ --•-__ -----·----- ---_________ , · --------.----Fl--=--·--_·_·_ ---~---------~ ::.:.~--=-------·-. ---, ---! ___ :···_·· __ "_________ . . ' +------=======~----1-'===-'-'i ~-::~. :.:.:.::= .. :.:.: !-=--i. ::~=-== =-=:-:: -------·----+--___ , ----------·-·-----' -•----+---+---+---+--+-------------+------< -----------···-···· -·-· .. """'_'" ,. "_"" -! ___ : ---_-------• .. '""''" ''"'"""""' ' - ----------- ·-------, :: ·: :: : :1 -_ ,--1 -.. ··-·-1-•------ --~ . ' ---1 ' , -• .:.•.:: -•-•:_ "l'" -' 1 .•.•. .. . '""'""" ... '"" --------< -------. ' -----. ' . ' . •·· , __ ,__ - ---·--------"'" -------: -1 --= ........... -.. ----• ... ·----1 """'. """" "'"""" .... ------~ ---------·-- ------·---·---·------------ . I ~+=+=c===-l==c+==+=-1===1-==--=+-= -_: ·t ~--i - '. . --+-----:---; ------:-·-:--:-T:_ -; ·, :-= =, -=:·:-c-.0c.=•=+-= __ =1_.--==c=+=cc+----+-+.-.--.---... ,-.-,----'. •'•::c=-_..,i: ~=t-sE-ffi~IB@~.~+~~~==..c1 ··--" t -•----•----*~-~§E=1===!=$W== ., j ---• . ----. ------ NOT£!! ELECTRQVIC DATA RlES ARE FOR REFERENCE ONl Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAl SURVEY CONTROL ---. -- t:.=:-•-- -: ----. - -+----. - ' I ~2 ~~!=i. ~::_ __ 7=~i~-==t~i1cci~-==t~~Jij~~ --•-----.- -• ---------- ---------1---1 \ --·-- \ \ I I I I 23 FUTURE \ @ 'to->\ V'I ~ tT\ + '""' V'lo :I::. tT\ tT\ -\ I I \ z. 0 • 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fmc 760-931-8680 www .odayca nsu ltants.com .. \ Civil Engineering Planning Pracessing Surveying 0 --- 0 . -. :+-. ' : __ ;---: --- ~ RE ;-~ t.j: =------•--- 25 FU TUR[ G] 25 2 -w--0}--- -~ '<i '-" 26 FUTURE DESIGNED BY: H.R. A.V.L. DRAWN BY: G.C. T.G. PROJECT MGR.· T.0.C. [0 PLAN WHIPTAIL LOOP SCALE: 1 • = ./0' DATE: NOVEMBER 2005 SCALE: 1" ~ 40' JOB NO.: 96-1005 "AS-BUILT ;£0(:6df& r----------------1 P.L 553 81 EXP .__I__Z/3 f/10 ENGINEER OF WORK: , TIMOTHY 0. CARROLL, JR. RCE, 55381 " DATE DATE • --t---------+-------------~-t-----;---,-1 =:--.· =-t=±----i~-~--r__--1-- , --t ' ' I - - -> -I C ... , ---: • = f==_ • =7 •·c• J=y-1 : --t""" ..... I .• ~-:~1:~~~~r-~ f=-f':'···=···=· =+===t===-1=1==1= .. I /···1=1----,-•--- -+=+='+----+---+_.~_+[=.=i:.=.--.-'-'f1 -~EI~ -~ ! +---------------- I =-+ 1---' ~ - -:-- --•--_, ' cc=. ---'--'--§-· - --•-=·=--'--'·=-cj· =-=· ==·LJ...=_._.__j=-= ET I :{ - ----,--•--+--------____ ,_ ___ , __ ·-t--·---------!------, ---==i-=+~-'--+-'--'---. -_--f-"----'--1---!--=c !~ :-=-L1:..:.c··--L-1 1----r-·- -,-------------· -----. - I ' ' -i L -· - • - - - --·-·-·-· -·-···-·· I .... =-+-"-'-'-=c=-'-='+--'-'1-------'-:-~ ·~-: ---_,, cc-r--- -[ :::..:::::_t:::=:_; ' < -------------- •==J-= __ g. g~~~·--~--~--g===1 --·--- -----·--·--------------------------------------------•--------,-,. ··-·-·-.. ·--··-·-· ----------------, -·-------- .... .. . --- , _______ j ' ' t • c=l==I········ 1'·'·········· -:-c1 ------~----L----:~~~ .... ,. ·--·· ___ , _____ , ____ _ --+-~-1_-_-_-+·1_: ______ +-_____ L:........:--.. -1:::.:_::j.::. __ ::_ 1----- ----+ ---· ,_ .. ,,, .... , ... ,, .. ,., ... ····-· ---<--1----, I --I + ,---- l ------1----,_ ---=-~·t:::::. _ _:_ ... ,. t----::-i I 1 l l J., __ ! .::::::: l --j -. """""':: '""" . '"" ,. " ... _,: -·-·· "" --,-,_,_,3 .... : ... ------- ------------------" -. -' -.• --------' ---- ···:~-----· . . -' - I· -·-··· ,_, ____ -----< - --=~=-1 ~--~=-= t:::-:::-----------== :-___ -===~ =:' : l <•:~I _: -1-_=-l-_-'-'_"-_11•_:c_J..._"-__ •tc.c __ c. __ "-_=+="--"'--'=1'='--"-"""'I --: - -:1-: .. - ----- - --•-. ' -----. --------------- ----. I • _-==-=i===J'=-+: _-: ;:~--;------· ~---------·-· -·-' 27 -' - --1' ------- ___ ,-- -----------·-------- ·----L ' - ---➔---------1_ --, ____ ------+ ----------• - ---f------, ------' - - I == -=--:::-:i::::-=:; :=--= ·-::_:.:::-::.:::::.r =-==-; ~==-i - 28 FUTURE Cm --" o' 10· 40' ----s· 20· SCALE: 1" ~ 40' •• 1· ----- ---1-- ----=-1:-:::-: i , ---,_ --!:--1-=--::---' ----~~~:.+;+..:+==1--3.::++·+=i= i-...------------• -,____ --•-------1- -·----· ·----------· ---------. ·-. -•----- -----. -' -----l-- I -··----· ----•---------· ---- :=i:cc.~=t==-=+=t_~t--·._~-;::_=I···· ·=··········t=········c=··:c·=f: •=:::~ ~ ---'--: ==~=-=,ill= -••· =·= I _:=---~: :~~~~= -:·.:~~-::. --~ L ___ '._:~~1 ::~:k:i:: -. ··-·--· ----. --------------·------- --------------. .. .. , ... ,. :: l ---= = :-____ -___ -==1...;..., ='•= :=' ---f ~•---------~ :_ 1---...-.:. __ =;____ ··~-· :: 80' ~---, ---------------t-----•--------•----------+----c:: :c:cc :cc: j:.:.-., ---------•-----.. -,.,. , ..... ----•---_--t.,:.:.: ::.:::: ----.~- . _____ , - -------, --' ---------1 - ' --------1 .-~--+-~-, 1---' -, , - - -~ -! ---t----f-----------f =::.: L ---~:--~ =-~-~ ~~ _-r=:t==t-=+== .. :=.=:::: :·::=:=:·~ ~-~-- ----. ---r ' . -------~ -······----·-..... _,( ----_!. - - SEE SHEET No. 14 FOR SEWER &-STORM DRAIN PLANS. SEE DWG. No. 415-91 FOR GRADING PLANS. CAUTION ff CONTRACTOR TO VERIFY THE EXACT lOCA TlON OF EX!SllNG UllllllES IN THE RElD PRIOR TO CONSTRUCTlONi -'----·· _,,,,.,_ CENTERLINE DA TA 2 2 J NO 1 2 2 J 4 5 6 7 8 g DELTA BEARING RADIUS LENGTH 6 = 03'43'55" 150.00' 48.85' 6 -34•2 7'55• 150.00' 451.15' CURB DATA DELTA BEARING RADIUS LENGTH REMARKS 6= 07°42'58" 716.00' 104.51' 6" A.C. BERM 6= 39• 11 '50 • 724.00' 482.67' TYPE "G • CURB &-GUTTER 6= 10·20•52• 116.00' 412.83' • • RECYCLED WATER DA TA (1) DELTA BEARING RADIUS LENGTH REMARKS 6= 04"47'.zO" 759.00' 63.44' e• PVC ~ CL 150 HC 550 N 76"40'11" W 27.00' • • WATER DATA (1)(2) DELTA BEARING RADIUS LENGTH REMARKS 6 = 26"44'11' 141.00' 345.80' 16" 10 GA. STEEL~CMLC HC 700 6 = /4"08'o8" 600.00' 148.02' • • 6 = 02"20'49" 731.00' 29.94' 300.97' 12" PVC ~ CL 150 HC 550 6 -23"53'.24" 731.00' N 18"03'17' W N 78"03'17" W N 54"01'12" W N 54"01'12" W 55.00' 17.00' 55.00' 17.00' • • • • • • • • N -18"19'38" W 46.15' I 2• PVC ~ CL 200 HC 700 (I) WATER NO TE: NO OEFLECT!ONS AT BELLS, FITTINGS OR or THE PIPE WILL BE ALLOWEa THE USE OF DEFLECTION COLLARS SHALL BE REOUIRED. (2) ALL STEEL PIPE JOINTS TO BE WELDED. i-----+---+---------------1-----1------+----'-----l ~I s=H4E=ET=-l-=c=1=T=Y===O=F:::::::::::::::c=A=R=LS==B=AD=:'....'::I ===· ,,==:I ,-ENGINEERING DEPARTMENT lf- BENCHMARK: DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL PT 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET HfST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 17271 (PT NO. 11) ELEVATION, 444.00 M.S.L. DATUM: NGVD 1929 2 /0 09 TC AS-BU/LT 1 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I ·,%1005\Suh.-.-,,•\P·,·J5€ 2\061'01 G,j, ,mp, Mop\9605B104.awg No, D1. 2006 1[):7f!am Xrefs 960581; 9605W,TR_ Q605BUTL. 95058PR0: 95058M/lr DATE INlllAL OTHER APPROVAL INITIAL CITY APPROVAL /1,/PROVEl,/ENT Pl.ANS FON: CAHlSBAO OAKS NOHTH PHASE 2 WHIPTAIL LOOP C.T. 97-13 APPR~BY_: 6(: 11 CITY ENGINEER CONRAD C. HAMMANNJ:JIZ-l1p,)« PE 33069 EXPIRES 06 30 08 DATE ' OWN BY: PROJECT NO. DRAWING NO. CHKD BY: iw=-RVWD BY: _ C.T. 97-13 415-9J ) ---·- ---===-'=---~=:-:'-------·---~ --------1--.::::::::::::-:-::=e-----, -------. _, ... ,. ··-··• ... '~~ •~~~~,~~~~i□rs~-.• ~ ~-~~~~= t~ I~iiL! f ·f .• · -~~= ~~;~. ~ "~~ G.;f ~:·-~~• •.. •• ~.: =,~:~ .~'~LQr·.,. ~ = :~iii ~1.~ J?~'. -t~'!i r,,s .~ :[·;~ J.j I j I~-•. 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' ,_:' -:: -.--= ~-: = .=== si=r=;~: -= ~-.,,. == ,.-~ = -.-~ . ~=I ~ -i~r; ~ r=-~ ='-~-t;: :_-= ·,,_-= _=.:1=-: -~l~~==i=--=--: =~ _:::_ :: -_: =--= : ~ _:'.:__=-_ • --! --=-=--=:: = ~-=--= -~!~l:.-=" = == -1 ,_ , __ -_,--1------= -----_----. -----1 --t-j -lf!tk;--1---1-'-----= --1--c':-E•=~--t=---,-_j_J ___ £0'1t? -~~~,1~E " "''=-J;:zk:Q_ k--~@ -__ ,_ =•: -_=-., I I I __ L ·"' I -_ :J,=,~~__::•:c_==-,_cc,'__ffi-m __ tlf ill'--~---.. -c;l-,-1-====-•--==~==-=1·-c-: ___ --=:[_ ====-==c=='=-----= == = Jf:_=:;:;;:-~~,I~~~~'~~~;-"~=~ .~=1=~= -=-::_ ':= =-i==~~~ _:::'==; ~-#=~'=--l==i=~J;~L ,~ c=-::~: d~-~ -:c _:. : ~-~--:~ ~r:1-:c j J,bc~=-~~r--;~~ = ,:;_ ---:~ : ~ -::;-c~-: :!:~-~~:=-~[ -= l -j+~-~J :_ 4:TT= +=--t~-L i C ; -=~jITD:i-.,1=;,: ~1:;, I -~~ =1--~ -=='1•~:--~ ~ :~ =:~_1:rr~: =r_==:= _:cc_c.-. ~c.:_;;~ ~cl";------ti •-"-_f-<.~-,I~~-=~. ~r;;----cl"-__ r-, .,,.-,ccf~{~~=':~:-,.c-cf-:.--=--= ---~--· ,,,,,,;cuw-_.c.--=:-r:~"~1='~[---ccr~-1:::1-,J-=~1--=-:J=_:.1~=--~=-;2:t:#b~=--=:-:-__ 1:.=~~~~,===~;~1~,-~~ 1 ~tI:~~'.~!i ~.cag =~~~~; ~--;c~~c;i~~:·;t-;:~~~f ~ 5;ili~i7Efi~'~S:[J~=~~~:~:··?:~~ 1~'.1~; ~~~~,~~--~; l :~ -•:.•.~ •. ~:~•-c;]1~[,~iE•~··~~~i[_~f ~~~;5:~:.1•··•~.j~;!~}~~~~i•~.:: ----l~l-~ _I=-= -El~ -~--~~· ~ . ,-i -~----½ --~' --!~=---~---..-=--,--=~------•-•=:!---c,-;c--=----=---~?J~f F ~ ·-1 -§ . i -• --~-<4 ;1~-7 ~-tr--~I~ -'~ --~L-~ NOT£!! RECTRa-llC DA TA RlES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTTCAL SURl£Y CONTROl -·-----·-·-·------•··-------' :-..... _____ ,, ... _, ___ ,. .. __ -__ _;_I ----;-----.. ··i------------ 28 ~~~~ DESIGNED BY: H.R. AV.L. DRAWN BY: G_C T.G. PROJECT MGRc T.O.C. T s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Plonning Car1sbcid, Calitomio 9201 D Processing ~ ~ 760-931-7700 Surveying FoK; 760-931-8680 www.odoyconsultants.com TIMOTHY 0. CARROLL, JR. 29 JO PLAN -WHIPTA/L LOOP SCALD I• = -iO' "AS-BUILT " DATE: NOVEMBER, 2005 SCALE: 1" ~ 40' 2f('~?-d d?!J/cfi JOB NO.: 96-1005 TIMOTHY O~Al?ROLL,JR_ • P.E. 55381 EXP. 1201/10 DATE REV!,NIED Ba ~ . ?.l:11/or DATE: t1/2/46 ,!,,. J ~ .. / .. ~ , .. _ RCE: 5~381 ~SPECTOR I ~ DATE 31 ----" -----, ____ ·--- 32 FUTURE BENCHMARK: DESCRIPTION, 2" ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET ~ST OF MFLROSE DR/ 'IE RECORD FROM: R.0.S. NO. 17271 (PT. NO. 71) DATUM: NGvfJ 1929 33 I zlto/O'J TC_ /[\ DATE INITlAL I I I o' 1 o' 40' ----5' 20· 80' SCALE: 1 ,. ~ 40. SEE SHEET No. 15 FOR S[~R &-STORM DRAIN PLANS. SEE DWG. No. 475-91 FOR GRADING PLANS. CA{JTJON !! CONTRACTOR TO VERIFY THE EXACT LOCATTON OF EXISTTNG UTTUTlES IN THE RELD PRIOR TO CONSTRUCT10Nl AS-6UILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 1·\9f-1005\'.:,ut:,,41",c-,.,;s,, 2\J61101 Grd, Imp, Mop\9b/J5B105.d"'g No, 81, 2J·J6 9.,'.l4cr-' Xrets: 960::61: 960530,AP, 96058-ST'<: 96053JTL 96058PRO CENTERLINE DATA {No) I 2 ~Nd I 2 3 NO 1 INOI 1 2 3 4 5 6 7 8 DATE INITIAL CITY APPROVAL DELTA/BEARING RADIUS LENGTH !::.= 11"45'25" 750.00· 153.90° t:.-26'.26'25" 750.00' 346.10° CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS !::.= 38" 11 '50" 776.00' 517.33' TYPE "G • CURB &-GUTTER !::.= 07"27'25" 724.00' 94.23' • • f::.=: 21"27'22" 724.00' 271.12' • • RECYCLED WATER DATA (1) DELTA/BEARING RADIUS LENGTH REMARKS !::.= 25"29'41" 759.00' 337.73' 8" PVC ~ CL 150 HG 660 WATER DATA (1)(2) DELTA/BEARING RADIUS LENGTH REMARKS !::. = 07"34'24" 600.00' 19.31' 16" 10 wf. ST[EL~CMLC HG 700 N 58'02 '4 /" [ --52. 15' . • !::. = 00·07'15• 731.00' 1.55' • • !::. = 21"49 '.J(i" 731.00' 355.02' • • N 3,;•30 '05 • W --55.00' 12• PVC ~ CL 200 HG 700 N 22"2I '41 • W --55.00' • N 05"19'51" W 55.00' • N 05"19'51" W --11.00' • (1) W.4T£R NOT[: NO O[FL[CTIONS AT BELLS, FITTINGS OR OF TH£ PIP[ Will 8[ ALLOWED. THE US[ OF DEFLECTION COLLARS SHALL 8[ R[QUIREO. (2) ALL STEEL PIP[ JOINTS TO BE W[L0£0. I SsET I CITY OF CARLSBAD ENGINEERING DEPARlMENT /IIPHOYDIENT PLANS FON: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP • • • 1 5245 1 C.T. 97-13 APPROVED ;i: Jy.{).../ CONRAD C. HAMMANN, :112. 11/2.,fa• PE 33069 EXPIRES 06/30/08 DA TE CITY ENGINEER OWN BY: PROJECT NO. DRAWING NO_ CHKD BY:2.lr= RVWD BY: C.T. 97-13 415-9J ·- I, ---. -~-------. " ------- -,_ . ·--------·•---. -------· -·· NOT£!! ELECTRONIC DA TA flLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL 271 0 Loker Avenue West Suite 100 Corisbod, Cotifomio 92010 760-931-7700 Fmc 760-931-8680 www.odoyconsultonts.com Civil Engineering Planning Processing Surveying ---_::_---_ ==::/-'.·- -------- . G~· :_=---;-lc--t-cci=CCT=f-"'-f-'---+'---+"'-f-. -"'_:c=, -t ---,-----I -,-___ ::::Ei=~----- JJ . . • J • ' OJ-:m CD -ID- 2 . . . . ---- I <>:i '-' ... FUTURE ~7) PLAN DESIGNED BY: H.R. A.V.L. DATE: NOVEMBER. 2005 DRAWN BY: G.C. T.G. PROJECT MGR.: T.0.C. SCALE: 1 • = 40' JOB NO.: 96-1005 s . ' 4 WHIPTAIL LOOP SCALE: !" = 40' "AS-BUILT ~~C2.£ TIMOTHY O. CARROLL, JR. t----------------~ P.E. 55381 EXP. 12/3!(10 ENGINEER OF WORK; TIMOTHY 0. CARRLL, JR. DATE: t/),kg RCE: 55381 " r ----------1-·-__ ,_ ____ ------ :::::@= ----w-- DATE BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIO[ OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 444.00 MS.L DATUM: NCVD 1929 ------------- 2/10/09 , DATE --- -____ _J---'"" : ~ ~~ ;~! ~ii·f~: ~~<-=l i _ /1\ INITIAL $) ~ o· 10· s· 20' SCALE: SEE SHEET No. 16 FOR SEWER & STORM DRAIN PLANS. l 40' 1 " = 40' SEE DWG. No. 415-91 FOR GRAD/NC PLANS. CAUTION!! CONTRACTOR TO ITT?IFY THE EXACT LOCA llON OF EXISTING UTILITIES IN THE flELD PRIOR TO CONSTRUCTION! : AS-BUil T ' DATE 80' INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ' I \961005\S~brr I .~r:ase 2\061101 Grd. ,mp, "Aao\96058106d,.g ¼ov 01, 2006 '0.3l>om '(refs 960581 %1J~BU1L 9605BPRO, 9605RMAP· 91\0',R<:TR ---------------__ _,,___ -------· : -====: ., -,----, ----t ---- --t-; ---c-=~===~=+==~==i..:= . :--; :.::- CENTERLINE DATA (No) ' 2 (NO) ' 2 3 4 NO I 2 INol I 2 3 4 DATE INITIAL CITY APPROVAL DELTA/BEARING RADIUS LENGTH /',,= 04'32'25" 750.00' 59.,13' N 89'28'0 I" W --271.75' CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS /',,= 04'32'25" 776.00' 61.49' TYPE •c• CURB & CUTTER "" 04'32'25" 124.00' 57.37' • • N 89'28'0I" W --271.74' • • N 89'28'0/" W 271.74' " • RECYCLED WATER DATA (1) DELTA/BEARING RADIUS LENGTH REMARKS /',,= O,f.'32 '25" 759.00' 60.15' 9• PVC ~ CL 150 HG 660 N 89'28'0/" W 271.75' " • WATER DA TA (1)(2) DELTA/BEARING RADIUS LENGTH REMARKS /',,= 04'32'25" 731.00' 57.93' 16" 10 CA. STffL~CMLC HG 700 N 89'28'01" W --271.75' • • N OO'JI '59" £ --55.00' 12' PVC ~ CL 200 HG 700 N OO'J/ '59" £ 55.00' . (I) WATER NOTE: NO OEFLECTIONS AT BELLS, FITTINGS OR OF THE PIPE WILL BE ALLOWED. THE USE OF OEFLECTION COLLARS SHALL BE REOUIREO. (2) ALL STEEL PIPE JOINTS TO BE WELOEO. I S6ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT /AIPHOV£Al£NT PLANS FOH: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP . Lffi 4 C.T. 97-fJ APPR~~D ~y CONRAD C. HAMMANN, ;:rf2. /I/,,,/., /JY 1' PE 33069 EXPIRES 06/30/08 DATE ' CITY ENGINEER DWN BY: PROJECT NO. DRAWING NO. CHKD BY: 6VP RVWD BY: __&~ C. T. 97-13 415-9J ' ' ~ ~ NOT£// ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL ~ - - -;ffi ~ ·- 271 O Loker Avenue West Suite 100 Corlsbod, Colifornio 9201 O 760-931-7700 Fox: 760-931~8680 www.odayconsultants.com -- ~, I I I -- Civil Engineering Planning Processing Surveying ' I j 0EE. JW}j - • . -r= - rr= -,, . 1--C>C ---·-- - lltE ~ ~-- _e,-; '1-·:: -·-We f,4 tl;e ~ ~ ~ ;z ii 5fl ci ~ = ~ - . ii= ' - ~I( - i ~ II'; a . ---- 'tJ) •~tJi ~ • 'JG. 'R ·Gr-=. so. '"i= - Wfli ~~ We- ~ £. ORl,.. -- 37 38 39 40 41 »AS BVIL T" PLAN -SCA!H;~~~/L LOOP d~Mt INSPECTOR "AS-BUILT ~(;JI DESIGNED BY: H,R. A.V.L. DATE: NOVEMBER 2005 DRAWN BY: G.C. T.G. SCALE: 1" = 40' PROJECT MGR.: T.O.C. JOB NO.: 96-1005 " _m/7-,___ TIMOT/-IY 0. CARROLL, JR f-------------------; P.E.55381 EXP • .R/,21,,,_,/t=a-DATE ENGINEER OF WORK: ~-Cfi{ TIMOTHY 0. CARROLL, JR, DATE: /1 lrjoc RCE: 55 81 , BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH S/0£ OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF MFLROS£ DRIV£ RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 444.00 M.S.L. DATUM: NCVO 1929 ffi '8, '8, - o· 10' 40' 5 20 SCALE: 1" = 40' SE£ SHEET No. 17 FOR SEWER & STORM DRAIN PLANS. sa owe No. 415-9[ FOR CRAOINC PLANS. CAUT/0}/ f.l C{JITRACTOR TO VERIFY THE EXACT LOCAT!ON OF E)(!ST!NC UT!LIT!ES IN THE llELD PRIOR TO CONSTRUCT!ON! 80' I - ~ ~ CENTERLINE DATA '(NO) DELTA/BEARING RADIUS LENGTH I N 89'28'0/" W 468.82' CURB DATA ~NO) DELTA/BEARING RADIUS LENGTH REMARKS I N 89'28'ot" W 468.82' TYPE ''c" CURB &-CUTTER 2 N 89'28'ot" W 468.82' ,, RECYCLED WATER DATA (1) [}jQJ DELTA/BEARING RADIUS LENGTH RE~ARKS I N 89'28'0/" W 468.82' 8" PVC ~ Cl 150 HC 660 WATER DA TA (1)(2) ~ DELTA/BEARING RADIUS LENGTH RE~ARKS I N 89'28'0!" W 468.82' 16" 10 CA. STEEL~Cl,/LC HC 100 2 N OO'J/'59" £ --55.00' 12" PVC ~ CL 200 HC 700 J N OO'J/'59" £ 11.00' ,, (I) WATER NOTE: NO DEFLECTIONS AT BELLS, FITTINr;S OR OF TH£ PIP£ WILL 8£ ALLOWED. TH£ US£ OF DEFLECTION COLLARS SHALL 8£ REQUIRED. (2) ALL STEEL PIP£ JOINTS TO 8£ WEL0£0. ~ CITY OF CARLSBAD ~ 1-------11--------t-------------------+----+---t----t-------, LL_j ENGINEERING DEPARTMENT L___lf_j f---+---+-----------------11-----+---+-----+----I ll/11/JR REC 7-2'!, IG Re C 2/10/09 TC. DATE INITIAL ENGINEER OF WORK A.~ -"-""· T I Ii, NF.W c&\l,tiw;,1 !.JCA"TIL.,.. l'< I!'/. oiuvaw,.1 flf';,tuVA~ -AS-BUILT /1\ REVISICN DESCRIPTION 1:\961005\Submit\Phase 2\061101 Gr<l, Imp, Mop\9605B107.dwJ No·, 01, 2006 9:11om Xrefs: 960581: 96058MAP; 9605BSTR; 9605BUTL; 96058PRO II.IPROV£1.1£NT PIANS FOR: CARLSBAD OAKS NORTH PHASE 2 WHIPTA/L LOOP c.r. 97-tJ APPROVED BYi By'. Ck/ k CONRAD C. HAMMANN,~-lt/4 ,jo( CITY ENGINEER PE 33069 EXPIRES 06/30/03 DATE OWN BY: __ _ .._D_A_TE__,_IN_IT_IA_L-+-_D_AT_E~_IN_IT_IA__,L CHKD BY: GVP OTHER APPROVAL CITY APPROVAL RVWD BY: _e,_w._ ~-------~•---- PROJECT NO. C.T. 97-13 DRAWING NO. 415-9J ~ 09')516. , 102709 ' -, ' I ';0126Q1 I NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL a1tj ~ 41 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultonts.com Ri ---'f, 'EE.-e. - A--c ffi ....;-<- ~ Civil Engineering Plannlng Processing Surveying ·- "" -- . /}, cl f!iJ, -c)) {jr .. Or Vi ft 1.5 §1£ -· = --·-_'ft c ,~ r· -I i ~ § ~ ~ =,sc --- &il-_j 42 DESIGNED BY: H.R. A.V.L. DRAWN BY: G.C. T.G. PROJECT MGR.: T.O.C. --~ ~ is; • ~ 43 ~-"' 43 ~" ~ ~ ~ - DATE: NOVEMBER, 2005 SCALE: 1" ~ 40' JOB NO.: 96-1005 ~ fr. - tJ. r ' ~ 'I< = 44 (s• MIN__,,_ . -'--,..A-, "' !, ~ > ,---I TIMOTHY O CARROLL.JR./. r---------------P.E.55381 EXP.JZ/31,10 ENGINEER OF WORK: DATE: 11 /4 la TIMOTHY 0. CARROLL, JR. RCE: 55381 ~ '" -;,i: Scl, ~ . . . ~~ii -~ II -- =$ 45 " _!i/4!J/JlL DATE 1ili . -- ~ ~ ~ ,t, -cl" - --·~ -- -~ - IF< 46 BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 77271 (PT. NO. 71) ELEVATION: 444.00 M.S.l. DATUM: NC'l[J 1929 ' o· 10· 40' 5 20' SCALE: 1'' = 40' 5££ SHEET No. 18 FOR SEWER & STORM DRAIN PLANS. SE£ DWG. No. 415-9! FOR GRADING PLANS. CAUT/0,V II CO/TRACTOR TO VERIFY THE EXACT LOC) llON OF EXISllNG UllL/llES IN THE t7ELD PRIOR TO CONSTRUCllONi 80' CENTERLINE DA TA (NO DELTA/BEARING RADIUS LENGTH I N 89'28'0!" W 307.39 2 6=36'47'09" 300.00' 192.61' CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS I N 89.28'0I" W 307.39' TYPE "G" CUR8 &-GUTTER 2 N 89'28'0I" W 3 6=36'47'09" 4 6=36'47'09" 326.00' 274.00' 307.39' 209.30' 175.92' ,. ,. ,. ,. ,. ,. RECYCLED WATER DATA (1) NO DELTA/BEARING RADIUS LENGTH REMARKS I N 89'28'0 I" W 307.39' 8" PVC ~ CL 150 HG 660 2 309.00' /98.39' WATER DA TA (1)(2) lli9l DELTA/BEARING RADIUS LENGTH REMARKS I N 89'28'0I" W 307.39' !80.41' 16" 10 GA. ST££L~C!llC HG 700 2 6=36'47'09" 281.00' ,, ,, 3 N 00'3I '59" £ 55.00' 17.00' 12" PVC ~ Cl 2(l} HG 700 4 N 00'3I '59" £ 5 N 05'48'2I" £ 6 N 05'48'2I" £ 55.00' I 7.00' ,. ,. ,. (I) WATER NOTE: NO DEFLECTIONS AT 8£llS, FITTINGS OR OF TH£ PIP£ Will 8£ ALLOWED. TH£ US£ OF DEFLECTION COLLARS SHALL 8£ R[QU/R[O. (2) All ST[[l PIP[ JOINTS TO 8£ W£L0£0. .. .. .. ~ CITY OF CARLSBAD I SH2EE_JS I l----t---+----------------1---t--+---t----, l__1L_j ENGINEERING DEPARTMENT "f- r---t---+-----------------1---t----t---+----1 /AIPROV£Al£NT PLANS FOR: CARLSBAD OAKS NORTH PHASE 2 AS--B/JIJ.7' WHIPTAIL LOOP c.r. 91-1J /?t\/l•W DAIV!iWAY WCATlo>l,ll~Wl."WATlil\ SERVl~E, lf?.-1&. :5.e8 APPROVED B'\':,, 11< AfAMPONEO '111-TEJ:I. SE/IVIC:S /Jlf f2J ~-_ CONRAD C. HAMMANN,crl2-. l;/4~ 2/10/09 TC. AS·BUIL T CITY ENGINEER PE 33069 EXPIRES 06/30/0B DATE F~~t-'-~-t,/1,:'--'--\~~-------------t----i---;---t----1 ~;:;=:;::::::====;-;==:::::::::::====::==:==:=;;:=::~~c-=~~~-=~c--, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1:\961005\Submit\Phase 2\061101 (;rd, Imp, Mop\96058103.d"') Nov 01, 2006 9:15am Xrefs: 960581: 9605BMAP: 9605BS1R; 9605BUTL; %05BPR0 DWN BY: -~-PROJECT NO. DRAWING NO. 1-D_A_TE_~I_NI_TIA_L-+-_D_AT_E---'_IN_IT_IA_L-I CHKD BY: GVP OTHER APPROVAL CITY APPROVAL RVWD BY: _e,,,_v,/__ C. T. 9 7-1 J 415-9J ~-------- 091516 102709 ) _,-" -" -' -------------= F ----" ----I ----i ,______ ·--;: : ~=-~ c·::::::~:·= . ~i::::::::::~ --~ ---,:-',;t< -~ ~ =; I l -------, --•:j ·:: .. :·:" t;~-~I:~-~-~1--.}~ ··-t _-;~:.::: • -L------1· ,_ -:ti::! --,-+----. I • ~l=== -·➔ -=--= ==--! -f --: --:=-=._ -, -~ == = --===~ ----;, ~ --~~ -, ,--,c -...... _ - NOTE!! El£CTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTTCAL SIJRW:Y CONTROL =~= : _:::]--' ------. --= -----:'s: --=~. --- -·--·-· . -·-·-• . -= =-=------:::::---_¾+-_--c--""1-=c= 46 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 FOlc 760-9.31-8680 www.odoyconsultonts.com .... ,- CMI Engineering Planning Processing Surveying -, 47 48 49 o; '""' .. t "---J :-:r;: (\: ~ <>: (J~~ ~ ~ ~ ~ ~~lo-.: ;:i; N '" i...::i:: l.c') '-: t~ ~ cl ~ t ("\j ""t '" <s "' "' ' "' ~ .,_ --" ~"' "' "i I 1 I I ' ' ' I r --~ ' '" "" I O:i '-' .. ~ "" PLAN WHIPTAIL LOOP SCALE.· f' = 40' "AS-BUILT ------C, ----,..A. • ' _ _,,// TIMOTIIY O CAR'oL[]/(1 / 1--------------------1 P.L 55381 EXP __ J_2/3f1 IQ DESIGNED BY: H.R. AXL. DATE: NOVEMBER, 2005 DRAWN BY: G"C" T.G. SCALE: 1" = 40' PROJECT MGR: T.0.C. JOB NO.: 96-1005 ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. DATE: 11 /,/qs_ RCE: 55381 lil!SPECTOR 50 " DATE 51 @ BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FFFT ~ST OF MELROSE DR/ VE RECORD FROM: ROS. NO 17211 (PT. NO. 71) ELEVATION: 444.00 M.SL DATUM: NGl4J 1929 o' 10· 40' 5 20' SCALE: 1" = 40' SEE SHEET No" 19 FOR SEWER &-STORM DRAIN PLANS SEE DWG. No" 415-91 FOR GRADING PLANS CAUTION!! CONTRACTOR TO IERIFY THE EXACT LOCA TTON OF EXISTTNG UTTLITTES IN THE FIELJJ PRIOR TO CONSTRUCTTON! 80' CENTERLINE DA TA ~NO) DELTA/BEARING RADIUS LENGTH ! 6 :91'4! 'JI• J00-00' 480_ /0' CURB DATA (NO) DELTA/BEARING RADIUS LENGTH REMARKS I 2 NO ! INOI I 2 J 6 =91"4l'.JI' 326.00' 521.71' TYPE •c• CUl/8 &-CUTTER 274.00' 438-49' • RECYCLED WATER DATA (1) DELTA/BEARING RADIUS LENGTH REMARKS 6=91'41'.JI" 309.00' 494.50' a• PVC ~ CL 150 HG 660 WATER DATA (1)(2) DELTA/BEARING RADIUS LENGTH REMARKS 6 =91'4I '31" 281.00' ,149_59' 16" 10 GA. STFFL~CMLC HG 100 N 59"51'20" [ 55.00' 12• PVC ~ Cl 200 HG 100 II 86"00'!5" [ --55_00· • (t) WATER NOT£: NO OEFLECllONS AT 8FLlS, FITTINGS OIi OF THC PIPF WILL BF ALLOWED. THC USE OF DEFLECTION COLLARS SHALL BE l/[OUIRF0- (2) All ST£[l PIPF JOINTS TO BF WFLOFO. • 1-----+--r------------+--+----+-------,r----t I SHgEET I CITY OF CARLSBAD ~ ~=='-'===::::E::::N:::G:'::IN:::E:=ER::::1::::N:::G=D::::E=:P:'::A:'::R::::TM:::::=EN:'::T:::::::=='--'=U'£j==.,_==: I Z /t0/09 T. C 1 AS-BUILT DA l£ INITIAL , ENGINEER OF WORK REVISION DESCRIPTION I \961005\~b..,.,,t\PhJ>e l\061.01 Grd, Imp, Map\96058109.□wg Nov 01 2006 10:08am frefs: 950581: 'lf,r,~91,up_ 9605BSTR; 9605BUT~: 9€-C-~-BPRC., DATE INITIAL DA l£ INITIAL OTHER APPROVAL CITY APPROVAL IAIPHOVEAIENT PLANS FOli: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP c.r. 97-13 APPROV_f:D BY: 0 r"· (l ✓ .,_ CONRAD C. HAMMANN, -112. t/:z.r ;., CITY ENGINEER PE 33069 EXPIRES 06/30/08 DA TE: , OWN BY: CHKD BY· c;,vp RVWD BY:~- PROJECT NO. C.T. 97-13 DRAWING NO. 415-9J oi"t9oi ----+------,---·-· .. -,-;------=-~ -_ _, ----~- ' --1 ' ----> ' ------------------+ NOT£!! ELECTRONIC DATA fll£S AR£ FOR REFERENCE ONl Y AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERllCAL SIJR~Y CONlROl ----, .. ,_. ---·-·--···-··--1 ---· ..... ,- I I I 2710 Loker Avenue West Suite 100 Carlsbad, Colifomio 92010 760-931-7700 Fo1e: 760-931 -8680 www.odayconst.1ltonts.com Civil Engineering Planning P!'"ocessing Surveying --w- I PLAN WHIPTAIL LOOP SCALE: I" = 40' DESIGNED BY: H.R. A.V.L. DATE: NOVEMBER, 2005 DRAWN BY: G.C. T.G. SCALE: I" ~ 40' PROJECT MGR.· T.O.C. JOB NO.: 96-1005 TIMOTHY 0. CARROLL JR r-----------------1 P.E. 55381 EXP. t2/3f/t0 ' "AS-BUILT ~CAI ENGINEER OF WORK: DATE: t, /, /o6 TIMOTHY 0. CARROLL, JR. RCE: 55381 . -----• --· ----·---•~---------·- 56 --ill---- ------- ,, DATE DATE 4 BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMP[O CPS CONTROL Pr 2002 LOCATION IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET ltES T OF MELROSE DRIV[ RECORD FROM: R.OS. NO. 17271 (PT NO 11) ELEVATION: 444.00 M.S.L. DATUM: NCWJ 1929 2110109 TC /1\ DATE INITIAL ENGINEER OF WORK o' 10' 40• -----s· 20· SCALE: I" 40' S[[ SH[[T No. 20 FOR S[W[R & STORM DRAIN PLANS. S[[ DH17. No. 415-91 FOR GRADING PLANS. CAUTION!! CONTRACTOR TO m?IFY TH£ EXACT LOCAllON OF EX/SllNC Ulll/llES IN THE flELD PRIOR TO CONSTRUCllONi AS-BUILT DATE 80' INITIAL REVISION DESCRIPTION OTHER APPROVAL ' I \951C•C•=\Suom,'.\rouse .J\:}611D1 Gd Imp, ~op\95058110.dwg Nov 01. 2006 10·1'.iwn ,:ref~: ",J5DS81· 9tC-SB1;~p 9GQJBSTJs, 9605B1.JT~; 9605E!Pl?O; 960:iAU-c q605i\STR DATE ------------------- CENTERLINE DA TA (NOJ I 2 (NO) I 2 3 ' NO I 2 3 4 NOi I 2 3 ,( 5 DELTA/BEARING RADIUS LENGTH N 39'00'.28" [ --329.54' ,6 =18'02'15" 700.00' 220.37' CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS N 39'00'.28" [ ·--329.54' TYP[ "G • CURB &: GIJTTER N 39'00'.28" £ 329.54' • • ,6 -19"40'.28" 674.00' 231.44' • • ,6 =19•40•20· 726.00' 249.30' • • RECYCLED WATER DATA (1) DELTA/BEARING RADIUS LENGTH REMARKS N 39'00'.28" [ --329.54' 8" PVC ~ CL 150 HG 660 ,6 =03'33'o7" 691.00' ,2.a-1' • • ,6 =15'18'14" 550.00' 146.91' • • N 20'09 '17" £ --37.22' • • WATER DA TA (1)(2) DELTA/BEARING RADIUS LENGTH REMARKS N 39'00'.28" £ --329.54' 16" 10 GA. ST[[L~Cl,ILC HG 700 6= 18'02'15" 719.00' 226.35' • • ,, 50'51'1.2» 11' 55.00' 12" PVC ~ CL 200 HG 700 N 50'59 '.22" W --17.00' • N 55'06'42" W --55.00' • (1) WATER NOT£: NO OEFLECTIONS AT BELLS. FITTINGS OR or THE PIP£ Will 8[ ALLOW[D. TH[ USE or D[FL[CT/ON COLLARS SHALL 8£ REOUIRFO. (2) All STEFL PIP£ JOINTS TO 8£ WELDED. 1 s,oT I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROV£Al£NT Pt.ANS FON: CAHLSBAO OAKS NOHTH PHASE 2 WHIPTAIL LOOP • • 1 5245 1 c.r. 97-1.3 APPROiJD B~ II Y t,.J ,~ CONRAD C. HAMMANN,Jl2. l,i,l'fa( CITY ENGINEER PE 33069 EXPIRES 06/30/08 DA TE DWN BY: INITIAL CHKD BY: G,vl? PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: ,,._,., C.T. 97-13 415-9J I --------•--' ---------------• ---:=l"-L- --,------, ____ , ---·---•-""""' ------=---:\ .::::::::::...; : _· _, . ,. - --------- " ' .• --• ,. j . j =:::: : . -,---,--•--1 --------------- NOTE!! ELEC Tl?ONIC DA TA fllES ARE FOR REFFRENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SUR~Y CONTROL FUTURE @ 2710 Loker Avenue West Suite 100 C<Jrtsbad, California 92010 760-9.31-7700 Fox: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying ~=~ t -~----@~;t:1-1 .. .=:3~=1c· ====~ ~-:····----~=:-=--. =-~~-= --=--f=' FUTURE @ PLAN GAZELLE COURT SCALE: t" = 40' "AS-BUILT ~{ldl TIMOTJIY 0. CARROLL JR f------------------1 P.E. 5538f EXP. '12/31/ro . DESIGNED BY: H.R.,A.V.L. DATE: NOVEMBER. 2005 DRAWN BY• G.C. T.G. SCALE• 1" = 40' PROJECT MGR.· T.O.C. JOB NO.c 96-1005 " DATE -ENGINEER OF WORK: ~Ck TIMOTHY 0. CARROLL, JR. DATE•?//,~ RCE: 55381 RE~ED PA (I J. ~TOR , DATE w----- BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET HfST OF MELROSE DRIVE RECORD FROM: R.O.S NO. 17271 (PT. NO. 71) ELEVATION: 444.00 M.Sl. DATUM: NGVD 1929 ••• , i ··. E., : ~~ __ l .. -~······• .. ~!~ ... t=· ~-,~-~[~--'~3-~g:r .. ~ •..•. :~,.-~-·~i~':lf~cc~!='~.~ .• ~-.~•:ic•~-tE~ . .:E .. ~--~·--~-~· j.::--~:==i·r ~~·=~-----I-c __ ---, ----,-. -=l ~ ·---±===::: - o· 1 o· 40• 5 20' 80' SCALE: 1" = 40' SEE SHEET No. 21 FOR SEWER &-STORM DRAIN PLANS SEE DIYG. No. 415-91 FOR GRADING PLANS CAUTION!! CONTRACTOR TO l£RIFY THE EXACT LOCA nav OF EX/SllNG UllllllES IN THE flELD PRIOR TO CONSTRIJCllON! CENTERLINE DA TA ~NO DELTA/BEARING RADIUS LENGTH 1 N 34'30 '05" W 72.98' 2 6= 23'25'15• 800.00' 321.02' CURB DATA (ND; DELTA/BEARING RADIUS LENGTH REMARKS 1 6 99'02'16" 30.00' 51.86' TYPE "C" CURB &: CUTTER 2 f',,_ 90'14'46" 30.00' 41.25' • J N 34'30'05" W 10.24' 4 N 34'30'05" W 18.85' • • 5 6= 23'25'/5" 774.00' 316.39' 6 6-23'25'/5" 826.00' 331.65' • RECYCLED WATER DA TA (1) NO 1 2 DELTA/BEARING RADIUS N 29'30'24" W 6 -28'24'56" 791.00' LENGTH REMARKS 12. 16' 8" PVC ~ CL 150 HG 660 392.29' • • WATER DATA (1) NO DELTA/BEARING RADIUS LENGTH REMARKS 1 N J4'JO'o5" W 55.07' 12" PVC ~ CL 200 HG 700 2 6 23'25'15" 819.00' 334.78' • (t) WATER NOTE: NO OEfl.ECTIONS AT BELLS, FITTINGS OR OF THE PIPE Will 8£ ALLOWED. THE USE OF OEFLECTION COLLARS SHALL 8£ REOUIREO. i-----t----t---------------+--_,_--i--__J_ _ _j ~ CITY OF CARLSBAD f SH2E,EJS f l__l_LJ ENGINEERING DEPARTMENT 6f- 2110101 r. c. AS-8UILT ' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I \961CC5\Sut,m,\\~~CsP 2\061107 Grc, Imp, .top\96058111 dwg No, 01, 2006 1·15-prr frets ;!605B1. 9fiU58IOP, 95058STR; 9605BPRC; ~605BUTL DATE I INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL IMP/iOYEll£NT PL.ANS FON: CARLSBAD OAKS NORTH PHASE 2 GAZELLE COURT c.r. 97-13 APPROVED BY: fi 1: Q,.I % CONRAD C. HAMMANN, J12.. /I ./4 '1/01 CITY ENGINEER PE 33069 EXPIRES 06/30/08 DAT( 1 DWN BY: --~ PROJECT NO. DRAWlNG NO. ~~~g ~~~ ~ C.T. 97-13 415-9J I ti' ) NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURIEY CONTROl - -• 14 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-9.31-7700 Fax: 760-931-8680 www.odayconsultants.com ra 2 Civil Engineering Planning Processing Surveying §,I! :ail 15 ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. • --- ~ -k ii 16 17 . RCE: 55381 •-...-+e"«- = --::_ ---f-------I-+ -f----'.:"--r - r . ----- Cl 40' 0/W " DATE ------- - - r t=1j ~~-_Ago~ 18 ;,!:_:'.': = ~ --F - BENCHMARK: -.... .. - DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROi. PT. 2002 LOCATION: IN SIDEWALK NORTH SI0£ OF PALOMAR AIRPORT ROAD, JOO FEET #EST OF MELROSE DRIVE RECORD FROM: R.0.S. NO. 17271 (PT. NO. 71) ELEVATION: 444.00 M.S.L. DATUM: NGffJ 1929 .. - --~---__ L :.:---: -- 1.-11-f-,Jjl"'- o· 10· 40' 5 20 SCALE: 1 ' = 40' SEE SHEET No. 21 FOR SE#ER &-STORM DRAIN PLANS. SEE DIIG. No. 415-91 FOR GRADING PLANS. CAUllON !! CONTRACTOR TO IERIFY lllE EXACT LOCA TlON OF EX/SllN(] Ulll/TlES IN lllE ARD PRIOR TO CONSTRIJCTlON! ------- - - 80' 'NO ' 1 ~ - -_:_ - ~ CENTERLINE DA TA DELTA/BEARING 6= 19"58'22' N 12'06'!8" £ 6= 29'#'04' N 79'40'J7' £ RADIUS LENGTH 800.00' 278.87' 20.00 200.00 IOJ.79' 46.00' CURB DATA CENTEH LINE • • CROWN UN£ • • \NO DELTA/BEARING RADIUS LENGTH REMARKS --'.....L.. - 1 6= ff'06'03• 774.00' 149.96' TYPE •a• CURB <t GUTTEH 2 6= 19"58'22" 826.00' 3 6-J2'18'J9' 100.00' 4 N 78'39'58' E 5 6= 9f'OO'J9' 46.00' 6 6= 112·25'41• 46.00' 287.93' 56.J9' 50.00' 7J.07' 90.26' • • • • • • • • • • RECYCLED WATER DA TA (1) NO DELTA_LBEARING RADIUS LENGTH REMARKS 1 6= 12'53'29" 791.00' 117.97' 8" PVC ~ Cl 150 HG 550 'NO 1 2 J ,I 5 6 7 WATER DA TA (1) DELTA/BEARING 6=02'J9'00' 6=10•27'00• 6-05'06'29- 6 =04'J8'#5' N 29'25'40" E N 18'58'39' E N 13'52'12' E (1) WATEH NOTE: RAD.IUS LENGTH REMARKS 819.00' 819.00' 37.88' 12' PVC ~ Cl 200 HG 700 819.00' 819.00' 149.37' 7J.02' 66.,11' 17.00' 17.00' 91.02' • • • • • • NO OEflECTIONS AT BELLS, FITTINGS OH Of THE PIPE Will BE AllOWED. THE //SE Of OEFLECTION COLLARS SHALL BE REOUIREO. • • • • • • 1----+--+-----------t-----r--r--r--i ~ CITY OF CARLSBAD J SH2E,EJS j L1£j ENGINEERING DEPARTMENT 'f' 1u1101 re '2\ l<ff/!Sfi' W.4~~ M.41JJ .r'/,t;t..Vlf'S 11!l1v~/AIAY; _15_/f'. ~ A. c. J./lfl/09 AS-i3U/LT /AIPROV£Al£NT PL4NS FOR: CAHLSBAO OAKS NOHTH PHASE 2 CAZELLE COUHT c.r. !J7-tJ APPROVED BY· ,, /.. J'/: OJ~ CONRAD C. HAMMANN,:na. !~!fa, CITY ENGINEER PE 33069 EXPIRES 06/30/08 DA TE ~~~k~c--!-1.Ln!,,l,__ ______________ ---t-;;-;:;:;:--t;;;;;;-;:;---t-;;~:-t-;;:;;:;;,;,, OWN BY: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:-r..=v=...,-PROJECT NO. DRAWING NO. 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' --. ~~~ -_: _.: = ~;~I~~ ~ ~;:c;,J-i'.g;':2_-.:. :;.· :.: -_, ;;;-~'-::::.'.,~ ic-::.,· = : ,-;:. _-.. c: ~ :.:~---i I -1=-: .. ---: _t ~ j~~r---! -: =--~ ~-.: ;;;_ '--_;~ Q ~-·;1:73&-~~I-~ --. --i • _tTJifE9 : ~ =.c~;Rr1~1w ::'1~t.1 b__c ~#5:; ;,'::-L:.' • -:r= . 7 ::L F..,-:_ 3.~f~ -::: . :.=-=;~;~ ~i;=-~•= =' -~ , -· ~' -cc_·:-! ··cc:_:·;-_ ·_--. --------------~-- - - ----~· •.• :: -•• ~1-=--~ : NOTE!! ELECTRCWIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SIJRl£Y CONTROL 271 O Loker A.venue West Suite 100 Carlsbad, Colifomio 92010 760-931-7700 Fox: 760-931-8680 www .odoyconsultonts. com l5 Cl,: Civil Engineering Planning Processing Surveying ------•------------- 18 EXIS1, 0 DESIGNED BY: H.R. A.V.L DRAWN BY: G.C. T.G. PROJECT MGR.: T.0.C. 19 \ DATE: NOVEMBER. 2005 SCALE: 1" = 40' JOB NO.: 96-1005 --·------- ··---- 20 21 22 I PLAN WH/PTA/L LOOP SCALE: I• = 40' "AS-BUILT " -<c~ FUTURE 124) ~- BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 TIMOTHY 0. CARROLL JR r-----------------1 P.E.5538/ EXP. 12/31/10 ' DATE LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET ~ST OF MELROS[ OR/VE ENGINEER OF WORK: RCE: 55381 ll/id11t:1 DATE RECORD FRO~: R.0£ NO 17271 (PT. NO 71) ELEVATION: 4U.OO M.SL DATUM: NCVD 1929 23 2/10/09 TC. i /1\ DAT£ INITIAL o· 10' 40' -----5' 20' 80' SCALE: 1" ~ 4D' SEE SHEET No. J FOR SURFACE IMPROVEMENTS, WA T£R & RECYCLED WATER PLANS SEE OWC. No. 415-91 FOR GRADING PLANS CAUTION!! CONTRACTOR TO ',ffl/FY THE EXACT LOCATION OF EXIST/NC UTIUTIES IN THE REW PRIOR TO CONSTRUCTION! A 5-8/JILT DAT£ INITIAL ENGINEER OF WORK I REVISION DESCRIPTION OTHER APPROVAL '\961005\S~brn•''.>'hm,"' 2\061101 Grd, Imp, ~ap\9605B13dwq Nov 01. 200€ 10 J~<Jm Xref>: 960581 %0':,fUA~P %05BSW, 96:lSEllJTL. 9605BPR0 %05ASlR: 3605AUL CENTERLINE DA TA (NO) I 2 = ' I 2 J NO I 2 J 4 5 6 7 DAT£ INITIAL CITY APPROVAL DELTA/BEARING RADIUS LENGTH N 11'33'3!" W --194.52' 6 = 21'09'25" 750,00' 276.94' SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS N 11•33'31• W --208.20' 8" PVC SEWER 6 = 05•49'59" 750.00' 89.44' • ,, 6 = 13'56'3I • 750.00' 182.50' • • STORM DRAIN DATA DELTA/BEARING RADIUS LENGTH REMARKS N ll'JJ'3!" W --204.20' 54" RCP ~ 1350 0 ** 6 = 01'56'38" 769.00' 106.62' • • 6 = 12•54'51• 769.00' 173.33' • • N 51'29'02" E --45.24' JO" RCP ~ 1350-D N 86'32'06" E --14.00' 36 • RCP ~ 1350-0 N 86'32'06" E --42.25' 18" RCP ~ 1350-0 N 88'I 7'31 • E --5.25' 18" RCP ~ 1350-0 :t :t IJSE 5000 PSI CONCRETE WITH I -I /2 • BETWEEN INS/OE FACE ANO Rf/NFORCING ** ** Cu:] CITY OF 1 5245 1 CARISBAD 3 ENGINEERING DEPARTMENT STORM DRAIN .t SEW£/i !'WIS FOR: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP C.T. 97-fJ APPROVED B~ CONRAD C. HAMMANN,::Jl!.. tt,/4 V•' 81: a..J CITY ENGINEER PE 33069 EXPIRES 06/30/08 DATE~ DWN BY: PROJECT NO. DRAWING NO. CHKD BY: GVP I C. T. 97-13 415-9J RVWD BY· e,v-1 -+--·""'"'"! --- ----~ - . . " ---7-----r---t--1 1 --··•·••••·•• • · ... ·~· NOT£!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL --· I \ \ \ \ \ \ ---- 23 \ \ I 2710 Loker Avenue West Suite 100 Carlsbad, Colifornio 92010 760-931 -7700 Fox: 760-931-8680 www.odayconsultonts.co m - -. ------------..... , . ., .. \ { 4 \ \ I Civil Engineering Planning Processing Surveying 24 ... DESIGNED BY: H.R. A.V.L. DRAWN BY: G.C. T.G. PROJECT MGR.· T.0.C. FUTURE PLAN DATE: NOVEMBER, 2005 SCALE: 1 • = 40' JOB NO.: 96-1005 ® -w~ ... --- --- F J1U~E (~ ~~:i) ' WHIPTAIL LOOP I"= 40~ "AS-BUILT ~L'--« TIMOTHY 0. CARROLL, JR./ t-----------------, P.E. 55381 EXP. 12/~~ IQ ENGINEER OF WORK: DATE: 1,//a;- TIMOTHY 0. CARROLL, JR. RCE, 55381 27 " DATE DATE 28 FUTURE @) BENCHMARK: DESCRIPTION: . 2" ALUMINUM DISC STAMPED CPS CONTROL Pr 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF MELROSE OR/Ve RECORD FROM: R.0.S. NO 17271 (Pr NO. 71) ELEVATION: 444.00 M.S.l. DATUM: NGVO 1929 2/t0/09 TC. /1\ DATE INl11AL 40' 5 20· 80' SCALE: 1. 40' SF£ SHEET No. 4 FOR SURFACE IMPROVFMENTS. WA TD? Jc RECYCLED WA /FR PLANS. SEE DWG. No. 415-91 FOR GRADING PLANS. CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCAT!ON OF £XIST!NG Ulll/Tl£S IN THE RELD PRIOR TO CONSTRUCT!ON! AS--/3UIL T DATE ---__ ,, ,: ---t INl-nAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 1:\9E-1005\Su~..,,'. ~,-ase 2\0611]1 Gra, ,Mp, llap\96058114.dwg No,· 01. 2006 10 4Jam Xref5 3605EI 9f',,~~cl~AP, %05BSTP.; 9605BUTL: S6CSBPRC ------::--- ' -·-- ----·--.i ~1, CENTERLINE DA TA NO DELTA/BEARING RADIUS LENGTH I 6 = 03'43'55" 750.00' 48.85' 2 6 = 34'27'55" 750.00' 451.15' SEWER DATA ~ DELTA/BEARING RADIUS LENGTH I 6 = 03'32'28" 750.00' 46.35' REMARKS 8" PVC SEWER 2 6 = 26'2l'22" 750.00' >----J-+--L>-=-o-r.=:i:--,,~-o.-9~ .--+-750. oo' 4 N 75•40·11 .. W 345.00' 98.65' 33.50' • • • STORM DRAIN DATA 'Fro' DELTA/BEARING RADIUS LENGTH REMARKS 1 6 = 04'59'35" 769.00' 61.02' 373.00' 64.64' 54• RCP ~ 48" RCP ~ 1350-0 ** • 1350-0 ** • ** 4 N 76'40'11" W 14.01' 5.25' 36" RCP 1350-0 re· RCP ~ 1350-0 6 N 71'52'58 .. W 43.25' 24" RCP 1350-0 DA TE i INITIAL CITY APPROVAL ** US£ 5000 PSI CONCRETE WITH 1-1/2" 8£TW£[N INS/OF FACE ANO R[INFORCING I s/4T I CITY OF CARLSBAD ENGINEERING DEPARTMENT STOHAI DHAIN ,t SEWFH PLANS FOH: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP c.r. 97-tJ APPROVED B~ t3Y,· a../--CONRAD C. HAMMANN,:7£. t,).,fa1 CITY ENGINEER PE 33069 EXPIRES 06/30/08 DATE DWN BY: CHKD BY: Gvf> RVWD BY: .....£<yJ____ - PROJECT NO. DRAWING NO. C.T. 97-13 415-9J ) --+-: ·± - 1-----~ :---,-- __ , _,,,,,_,_,, i ··-- - NOT£!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vcRTlCAL SURvcY CONTROL LJ. ' 2710 Loker Avenue West Suite 1 00 Carlsbad, California 92010 760-931-7700 Fax; 760-931-8680 www .adayconsultants.com ::-::-----~ Civil Engineering Planning Processing Surveying -l--1-'--'-'--+_-=--=_·_ ~== =:::-__ -_ - - •: .::.:::.:='."'"'"'_,_ •-•-•-T-•--•• ----.. ~--~--'"'"""" ,,,,_,,,_,., ·-·-··· .... ,.,_,_ ........ . 28 29 FUTURE (3_~ " FUTURE ® DESIGNED BY: H.R. A.V.L. DRAWN BY: G.C. T.G. PROJECT MGR. -T.0.C. DATE: NOVEMBER, 2005 SCALE: 1" = 40' JOB NO.: 96-1005 ENGINEER OF WORK: ~ /1 ..JI DATE: 1,/,h RCE: 55381 TIMOTHY 0. CARROLL, JR. 30 PLAN " REVliWED B,d: I I J /.,~. ,,.,, . ✓ - SPECTOR ----- 31 32 FUTUR:'. C~D WHIPTAIL LOOP DATE BENCHMARK: DESCRIPTION: 2' ALUMINUM DISC STAMPFD CPS CONTROL Pr 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEFT WFST OF MELROSE OR/VF RECORD FROM: R.O.S. NO. 17271 (Pr NO. 71} ELEVATION: 444.00 M.S.L DATUM: NGVD 1929 33 o· 10· 40' 5 20 SCALE: 1" 40' SF£ SHEET No. 5 FOR SURFACF /MPROVFMFNTS. WATER &-RFCYCLEO WATER PLANS. SFF OWG. No. 415-91 FOR GRADING PLANS. CAUTION!! CONTRACTOR TO ITT?IFY THE EXACT LOCA TlON OF EX!SllNC Ulll/TlES IN THE FIELD PRIOR TO CONSTRUCTlON! 80' ---. """'·" !' '"""-.. ~ """"''"' CENTERLINE DA TA NO I 2 I 2 3 1 2 3 4 5 6 DELTA/BEARING RADIUS LENGTH 6= 11'45'25" 750.00' 153.90' 6-26'26'25" 750.00' 346. 10' SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS 6 = 10·21'29" 750.00' 136.90' 8" PVC SFWFR 6 = 18'55'20" 150.00' 247.69' • • 6 = 08'03'11" 750.00' 105.41' • STORM DRAIN DA TA DELTA/BEARING RADIUS 6 -11'27'33" 769.00' 6 = 05'35'/6" 769.00' 6 -15•02•14• 769.00' 6-05'08'25 769.00' N 24'3805" W N 24'38'05'" W LENGTH 153.32' 74.50' 201.82' 69,03' 4.15' 42.75' REMARKS 48" RCP ~ 1350 0 ** 36" RCP 1350 0 ** 24" RCP ~ 1350 0 • • **usF 5000 PSI CONCR£T£ WITH 1-1/2" 8£TW£EN INS/OF FACF ANO R£/NFORCING •·· ..... t------i---+------------1---1-------l-----1----ll SfH5EET I CITY OF CARLSBAD I SH2E'4ETS I ~=='-'===E=NG=l=N=EE:::R::::IN'::G==::'D:::'E=:P:':::A'::'R:=lM:=E=:N:':::T'::==='-'====::; I STORA/ ONAIN ,t SEWER PlANS FOH: CARLSBAD OAKS NORTH PHAS£ 2 WHIPTAIL LOOP APPRO)IED BY:,/ C.T. 97-13 /)y; U / p... CONRAD C. HAMMANN,'JG!. /1/4~, Z 1/0I0J _J _,T-'-'. C'-'.--i--zs:-'A~S,._,.-8,_.U,_./.,,_L,_T ___________ -J. __ --1-----+---+---1 Cl TY ENGINEER PE 33069 EXPIRES 06 /30/08 DA TE I[\ ~;;==~===~=====~~=;°;==~=~ DATE INITIAL ENGINEER OF WORK i REVISION DESCRIPTION \961005-,Subrn,t ''~ose 1\0611D1 Grd, Imp, ~op\9605B115dwg Nov 01. 2006 10.49orr x,,,fs· 960581, %C:lloMAI-'; 9605BSTR, 9605BUTL, 9605BPRl• DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: PROJECT NO. CHKD BY: W.~-,- RVWD BY: ~'ff-C.T. 97-13 - DRAWING NO. 415-9J ) 01~01 --. :.-,. --i. ' -' ---;----_ ~ -' ' -----------~r f------1---+-----=---= :::_--_-_, - ' NOT£!! ELECTRONIC DATA fllES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR '.£RT!CAL SURVEY CONTROl 271 0 Loker Avenue West Suite 100 Corisbod, California 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultonts.com Civil Engineering Planning Processing Surveying FU TURI ® DESIGNED BY: H.R.,A.V.L. DRAWN BY: G.C. T.G. PROJECT MGR.· T.0.C. ENGINEER OF WORK: . ~Ca TIMOTHY 0. CARROLL, JR. FUTURl- @0 FUTURE (j_1) PLAN WHIPTAIL LOOP DATE: NOVEMBER, 2005 SCALE: 1" = 40' JOB NO.: 96-1005 DATE: 11/,k RCE: 55381 SCALE-I• = 40' "AS-BUILT " ~~ TIMOT#Y O C.71:0LL,Jk P.E. 55381 EXP. 12/31(10 ' ; DATE I D BENCHMARK: DESCRIPTION: 2· ALUMINUM DISC STAMPED CPS CONTROL PT 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET IIEST OF MELROS£ DRIVE RECORD FROM: R.O.S. NO. 17271 (PT NO. 11) ELEVATION: 444.00 M.S.L DATUM: NGVD 1929 o· 10· 40" 5· 20 SCALE: 1" 40' SEE SHEET No. 6 FOR SURFACE IMPROVEMENTS, WA TFR &-RECYCLED WATER PLANS. SEE OWG. No. 415-91 FOR GRADING PLANS. CAUTION!! CONTRACTOR TO '.£RIFY THE EXACT LOCAT!ON OF EXIST!NG UT!UT!ES IN THE flELD PRIOR TO CONSTRUCTION! 80' ----------·--·--~-----· " ...... ---------------,-, --·--·-· - -----, CENTERLINE DA TA ~NO) DELTA/BEARING RADIUS LENGTH I 6= 04'32'25" 750.00' 59,,13' 2 N 89'28'0!" W 271.75' SEWER DATA <f)o,; DELTA/BEARING RADIUS LENGTH REMARKS I 6= 04'32'25" 750.00' 59.43' 9• PVC SEWER 2 N 89'28'0/" W 138.07' 3 N 89'28'0/" W 128.68' STORM DRAIN DATA --!IQ, DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 6-04'32'25" 769.00' 60.94' 36• RCP N 89'28'0!" W 120.05' • N 89'2801 W 75.34' • N 89'2801• W 68.35' 24• RCP ~ **us£ 5000 PSI CONCRETE WITH 1-1/2" BETWEEN INS/OE FACE ANO REINFORCING 1350-0 ** • 1350 0 --- ~ CITY OF CARlSBAD ~ t----t--+-----------------1----t-----1----l---l ~~=6==--'===E=NG:':::IN:::::E:::::E:::::R:::::IN:::::G:::::D:::::E:::::P:=A:::::RTM=E=N:'::T===----'=L_HJ=~=::: STOHi/ DRAIN .t S£W£H Pl.ANS FOR: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP APPROVED!1/ CJ. 97-13 Zlt0/09 TC B't: a..~ CONRAD C. HAMMANN,J12. 1fi.,A, AS-BUILT CITY ENGINEER PE 33069 EXPIRES 06/30/08 DATE l--;;-:;-:;rl',;:;;c;;-;;,-t-'/ ... ·1\.__ ______________ f---,-----t----l---l-----l ~;;;;:~';:===::::::;~======-==;;:===~ DATE INITIAL DATE INITlAL DATE INITIAL DWN BY: PROJECT NO. ~D_R_A_WI_N_G_N_O~_ ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: G\/P CT. 97 13 415 n I \961005\Sub,.,,r_ Ph,Jse 2\061101 Grd, Imp, Map\96058I1Bdwg Nov 01 2006 ,o·51arr Xrets: %05BM,\P qe,.-1"1RPR0; 9605BSTR, 9605BUTL; 9605B1 I OTHER APPROVAL CITY APPROVAL RVWD BY: __c,,,J,.)_ • , --;JJ --==-- ---! ) ·01l9b1 - ------------+--- - - --·----< 1 -----•-----------------· -------- - - - - ---""" -----· j---- , ----• . ·:: t ::·· :-~-=-----,--"". -·---- --< --t---+ - ---- - ----" ---------------- -------------. ----~---- -__ : ~=== =~=: ! -=-=--~=~ +=~: r· --. ----__ , __ -,--- ---------. ------1-- ____ , -----------t _ __,_ __ -· --= 1-_____:__:__::__-:-=._--::-1-------➔_ - ----•-•---------• ---•a -- - --. ------···· ·----:----I . . +--- -_-_·· --•--_., __ ••• !-- • ..... --------,------' ---. , _____ , ___ ' --- ----+----1---1-----, ~~::~ ==-'-'--l= ;=-=-::_ :::_-;--: ---:--:--:-:::::::::_::-_ : __ _L_ ----=- __ '-'-'--'--l-'c--=--i1 -==-=cc-==~•'--'+==+=~ -------,-_--J ... •---····--== ··;·--~----r ··---__ ----_ ------ ----+--+ -------·-=--==:--_~_-_--J:=:l==J ------:--::::::==--=::·-:=·= :-=--:-:: r =·==:-____ -------_---- --=-:-:::::==: :; -:: :---:~-. : ::: :--_-;::---, _,___ . --=~t----, ~ L' _-' __ ;1'_= __ =1 __ ~ ,----~J='. __ = __ =_r-=-=_4-- --··-· __ ,_. ---1---" · ---------1----i••-· ·--·----•···I•---•-----I- " ··--------+----·--·---------------,----------------- ;; 1-=~------l: ===~----t-·-· ~ ::__ --o.--r---====~~~-~-=---' '_ ·:··~== ~_:_:::::_:·=:: ·-:_::-:j-·:_=----~= · ___ :-----~:~_:: ~,::• I-"'+==+'=--I-=--=--='::-_--. :' I_. . +---~"--_--~ -~---'--~~-l :--_ ='.: -~'.~ :'.~=~'.' ::·'.=~ '.~= ~~: ~~~~= ~==~==== =~: :::: =----!=-~ -~: _::..:..::_ :::..:..::_:_-__ ..::::-=...: --+-------------1--;__:....:_ --t -----------•-----··-- - -•---- ---, __ _ I ------' • -----------L NOTE!! ELECTRONIC DATA FlLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAl Sl/Rvf:Y CONTROL ----"" -_i_------·· --·-_·----··---·----·--------. ----------+------------------------------------- - - -------- FU TlJRE ® --~ __ l_ -~-~--~--~~§~lf~:~:~:_i __ §_~-~-~--~: ~--~-~ __ f_ -~--H-~--· f==i,:~~gj~~~--~'~'r-==--q-'=-=f~r~8T*~i~t~:~.:~: _-_-------" =:c:---=:-;::= ::: ----___ ------. _ ~ ---, : = ------~ r--:--;-,· '._~ ~-:i ~:~~: l=:·-=·~= .. --=;_=f-;-_;;_,_,_: ._. f-·=--•=---~--,I-'---'--_.·_.--__ , ~~~~f-'------+'442~~¥~~~~~~~~~::~:--::h• ~•=~::::-,c-~-=---~---''=~:, •--=~,,---.,g---§-'-~~ 37 <:i cJ "i' _., ~~ ~~ -,_ ~~ 38 39 • PLAN WHIPTAIL LOOP SCALE.· I"= 40' DESIGNED BY: HR-A.VL DATE: NOVEMBER. 2005 DRAWN BY: G.C. T.G. SCALE 1" = 40' PROJECT MGR.: T_o_c_ JOB NO.: 96-1005 40 " _ _i__::--_-:_: 4! BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 I -;~~---;,---:==4'=-f_'--': __ -------~-== -__ :-__ -.:~=---~~ ~~ ~--ftt_:_ ~----+-----,C--=C L_c: __ = __ =-=---)--, -===-""_,-~-~-§--~---~-~·:::_~-:-:_}~::_~-_:::fe __ =_'--,=_=_=-:j_=c_=-_=·-:__-cj'=-c=_c_+-=!=c=' ' --- - - -' ------' ----:: =:-:.: === r:-::. =-=-~:=-= ----!-------• -------------L---------------. ----- l - - -====: ---==---+"---, ___ --!,=-c-- ==~ :=~~-r--=-\~--:-+'-==='-':+e--'--=_==_ +===-=---1 --+=I --------------------------------------·---------------------------·_ --- -~ -·--·•::::_--::r-:=:: ==--= ----~---------:..:....:..::....:==::: ___ ·--:-·---==--·---•-------" ----------__ , " ---, . ------· - - ---- -- -___ ,_ ..... , - -•----· - --------------------- 1 , =~ ~---~1==--=' -[ :: =;----== it~! -----c--;,;;l:'==;: -==~ == r~,=1=;~~1=;;'~~~ ~-~r~!~l~~--~1=;_ ~:~1-:_---~ +----+-I--+--+---: -:_ __ --_----I - --➔ ------ -- --t =-- ' ·-____ , --- ' ---------··---·-· --➔ -~--· - - ---------___ , __ . - --·• -----t------j---1--------+ ----·------. --1-·· ------·------.. :::=!=:=_=:_-;::_~.-~ ------=-~i=-=·==· --~~ ---+ -----+------➔ ·--+-----. _-:_-=2=-r=;:~:~= -;~~;;~~r-:-:= ---------+---·--~===--= --~,--~-~ ~:;=l~~'.'f~~:~j~~.=-:_; _---=i .-=:==~::1:~~~~~~~= ;'. __ ==-~~;~;---~-===i~; -"-~2~;::~,=~,.===:~:~~:~d~:= • I I o' 10' 40' -----5' 20' SCALE: 1" = 4Q' SEE SHEET No_ 7 FOR SURFACE IMPROV£MENTS, WATER PLANS, & RECYCLED WATER PLANS SEE DWG. No-415-91 FOR CRAOING PLANS CAUTION!! CONTRACTOR TO 1£/?IFY THE EXACT LOCA new OF EX/SllNC UllUllES IN THE FlELD PRIOR TO CONSTRUCllON! 80' CENTERLINE DA TA (NO; DELTA/BEARING RADIUS LENGTH I N 8978'0!" W --,168.82' SEWER DATA ~ DELTA/BEARING RADIUS LENGTH REMARKS I N 8978'0/" W --!58-85' 8" PVC SEWER STORM DRAIN DATA NO DELTA/BEARING RADIUS LENGTH REMARKS I N 89"28'0I • W --52.31' 2,1• RCP ~ t 350 0 2 N 00'31 '59• E --,1.75' • • * 3 N 00'3I '59" E ---12.75' • • * * WATER-TICHT JOINTS I sf7T I CITY I 524sl OF CARISBAD ENGINEERING DEPARTMENT STORA/ 0/iAIN ,t SF:WEH Pl.ANS FOR: CARLSBAD OAKS NORTH PHASE 2 WHIPTA/l LOOP c.r. 91-13 TIMOTHY O CARRoilY f------------------1 P.E. 55381 EXP. 12/31/10 DATE LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET /!EST OF MELROSE OR/VE APPRa.VED £' /Jf; )A CONRAD C-HAMMANN,;m. lt/e,/tJ( 2710 lol<er A11enue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www .odoycon sulta nts .com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR- DATE: II /4 RECORD FROM: R,O.S, NO. 17271 (PT. NO. 71) RCE: 55381 DATE ELEVATION: 4'14.00 M.SL DATUM: NCl.4J 1929 2/10109 TC A'i-f31Jll T /t\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I \961005\Subrr,t .P>-,~s• ?\067101 (.rd, lrrp. l.lop\96058117 dwg Nov 01. 2C06 10 '.:,/arr :<,~rs 960581. 3E05RMAP 9505flSTR, 9605BW __ 960'.:iclPRC CITY ENGINEER PE 33069 EXPIRES 06/30/08 DATE;-' DATE INITIAL OWN BY: i PROJECT NO. DRAWlNG NO-DATE INITIAL CHKD BY:~ OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 97-13 415-9J ) -_ ______.... --·-..__ 1 -. - ·------------------ ------------------------1----• ------ - ----' -------,---------,----------------= :~:==--=-==.::-----r----,--- NOT£!! El.£CTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SIJRYFY CONTROL -<·--,_ - ____ .,. ---- --+---·-,_,_,,_ ' -- 41 2710 Loker Avenue West Suite 100 Corlsbod, Cofifornio 9201 0 760-931 -7700 Fox: 760-931-8680 www.odoyconsultants.com Civi! Engineering Planning Processing Surveying ---,... .. ...... '.. '. -., --- --' -.................... •·-···-:l --: : ·--: '"'""'"'" ""'"""· ,--,-. -. '. ,,,_,_,. . ---,-----.... ---•-------, --____ ,. ' . --·---_____ ,__ ---•--------• ........... , .... . _,_,_ ----------~- ___ ... , ..... , 1- === :·:·=~-_j __ --::'i's.~->--+--+---+-+--+ ~~ - ---! ---. . .... -'-·-· -.. -_,_,. .... ,.,_ --... , .... , ""'"'" -·-·-·----------- . -----""" ---... ---... ------==+:-'-'--'1•=1-=+'---'· ------- ' ·--<·---·---< ------------·-----------·--- .... --~~;: __ ~ll1 ---- --'I --_ --_, __ , 'Sl'·-=+==-==1--=-=!=°= _ 35!=t=--==:-, --TiL 42 44 s 1?W 43 ~------------ PLAN WHIPTAIL LOOP SCALE: I" = 40' DESIGNED BY: H.R. A.V.L. DATE: NOVEMBER, 2005 DRAWN BY: G.C. T.G. SCALE: 1" = 40' PROJECT MGR.· T.0.C. JOB NO.: 96-1005 T/MOT!IY 0. CARROLL/ r----------------< P.E. S53cil EXP. 12/31/10 "AS-BUILT ~ <?.~ ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. RCE: 55381 45 " DATE DATE 46 I BENCHMARK: DESCRIPTION: 2" ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAO, JOO FEET WEST OF MELROSE OR/VE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 444.00 I.I.SL. DATUM: NGvfJ 1929 -- - + - -f- ' !-•---r T ---i - - - - - - + - . -~ ---, ----< ---- - + -- --• ·-·-·--...... , 1 --,,:,::_-)': -. ~ -------------· -, ---- -_--. --•---· --·j·· ··-· =--~~-----,-=---+----;== ·f, __ i~:r~~:-1:'~ .:-c~:_:-:=[! --. __ -_-__ ::_~_::_~----~.-,_--_l. __ -~~-~-'---~-•~~=t:: -: =:-···-···· --=--::..:: ----=----___ ;;;_ -~; -=--=--= --I --·-~I-_-~=-~ ... I ' ---i--,--f --.. ::.-=:: ~ ---~~=:t===1;; -----=-=·~= =t==l=--~=~: -~=I""'"'" : :::=:::::$::=:::=:=:=::::::==::·::=:·~-=:--,-I =:=:,i==l-= : = -: _ :: •~J~I~;~ = ~:; ; -~-r=~ ~ . -=i-~:1 :: :~j;;;-:~;. '.' ~:: '~~~~ i .:-_..:·:-L·1::=:::.=-' :• _c··=-'c:·-=··=--=:/-==c=l==t-:===!-===~~--+-__ -_-___ _ :---c-I . i=: . i 1 _ ;:_ !_ . :cl~~; --t-----1=1- ~ ··==it: ~=-------:1===·--·•:-·=··t: ==t:cc:.-::~ ~= = = •~· ... · ···· ··••·_ ~: ;-;m 1~: [_ -·-·-___ , ____ ----------·-··---·-·· ,., .... ,.,1 -----,------+--·-----1----------------------------------------""' "'"""""""" """"" l-------__ , __ _ ------1---------·-·--··-··"" .... , .. _-:: ---ft=·.=. ~~~=_f:::_il_==t::::t_ = __ =-_ -j~· =:'I_·-·- .. : L. ------"'""" -" ... ',. ' . --: :: -~-t --:::: -----+ --+-- ' ' -!---' -'! .. _ - i ' ' , .... - I + __, __ --j-- 0' 10' 40' ----5' 20' SCALE: 1" 40' SEE SHEET No. 8 FOR SURFACE IMPROVEMENTS, WATER PLANS, &-RECYCLED WA TFR PLANS. SEE 0/tG. No. 415-91 FOR GRADING PLANS. CAUTION!! CONTRACTOR TO ITT?/FY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELD PRIOR TO CONSTRUCTION! 80' _, a 1 .•....... '---+- =-=l===$1=i~~~~~---- . I - . ' -. --I~=-:-:-:~: ..... : .... ~:'.:-:-:-:: ~=:- , +-f ............ .J --= -= ==·: t=: =-=-=1·="··=··::;-·-=·=·+==+=1 ==--!===+=== __ --_-_-,-, ___ - C£NT£RL/N£ DA TA DELTA BEARING RADIUS LENGTH N 89'28'0 I" W --J07.J9 /::,=J6'47'09" J00.00' 192.61' SEWER DATA DELTA BEARING RADIUS LENGTH REMARKS N 89'28'0 I" W 4.89' 8" PVC SEWER t:, =J6'47'09" J00.00' 192.61' " . STORM DRAIN DATA RADIUS LENGTH REMARKS J/9.00' 38.67' 24" HCP ~ 1350-0 • 'l< WATER T!GNT JOINTS t------+--+----------t----+--+-----t---l ~8 CITY OF CARLSBAD I SH2E,EJS I ~ ENGINEERING DEPARTMENT ..,. ====--===========~===~ STOHi,/ DNAIN ,t SEWER Pl.ANS FOR: CARLSBAD OAKS NORTH PHAS£ 2 WHIPTAIL LOOP CJ, 97-TJ APPROVJ;D ~Y: ,/_ / a/, OJI, 1.1..,11 ~ CONRAD C. HAMMANN,o-rz., 'ffZ-~111 AS -1301 LT ~C;::I T::Y::::::E;::N::::G=I N::::E::::E==R==P:;-'.E:::::::3:=30::::6:::9=:::::E:::X:::P=I R::::E:::S=0::::6::'.:::::3::0 ==0:;':8;:::_:=D_A:=_T::::E_:=-=-=-=-=~ 1--~~-=~-l..._ _______________ ----4 ___ '----_-+----+-----l DWN BY: Z 10. 09 TC DATE INITIAL DATE I INITIAL DATE INITIAL CHKD BY: G,v_e__ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C,JN ENGINEER OF WORK ,. \961OO5\Subm,• Pr,ne 2\067101 Grd, Imp. Map\96OS8118.dwg Nov 01. 2006 '0 59orn Xrets: 96058;, %:JSBMAP, 9605BSTR: 9605BUTL, %05BPRC· PROJECT NO. DRAWING NO. C.T. 97-13 415-9J ) . . ' ' 01t9oi I ····-·-....... 1 ·•· ... .., ............... . ... ,_ ··I .... , ..................... , ...... . -:---=----+ t--.: ' ' . ----------·-· ---., . ' I I I ,-+==t-:=-::-; ---.......................... . ·----··-· -·-' . . . -, ... . , ..•..... . ..... -·· '· -t=-_=.--+=---··J .::· .-:-=~---_-=--=-=~----·-·--· 1===1===r===1-===1 __ ···· --· , ... ' -------· ' .. •·· . ---------· ' -. z!J ---· •·----·• -------+-----• --· ... , .... ·---+ ........ , .............. . ----- NOT£!! ................... !:. .......... :· ........ : .. ··••-'~ -·-. ···-~-.... -----~. r -··:=--== ------~--------. . ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURI-FY CONTROL ,_ --·-~ --, ....... :· ·= .:==-:____.. .::0 ::c.c: .. i'-,-----r--• t - ------• :-=~•---:::---===----+-== -1--- -,_ < ,. ---' ----,._ -•-----+----- 46 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying 47 48 ti <..i '? !'> "' ~~ ~ ~ ... ~cj t -j .. -·· ·-·: .. ----·-·· .. · -·-···-.. •· -·-·-·· , ____ ·-· 49 PLAN WHIPTAIL LOOP ,. = ,f.[)' DESIGNED BY: H.R. A.V.L. DATE: NOVEMBER 2005 DRAWN BY: G C. T.G. SCALE: 1" = 40' PROJECT MGR.· T.0.C. JOB NO.: 96-1005 "AS-BUILT ~Cd TIMOT/IY O. CARROLL.JR. -----------------1 P.E. 55381 EXP. IZ/31/10 " DATE ENGINEER OF WORK: DATE: I//,/., TIMOTHY 0. CARROLL, JR. RCE: 55381 D/1.TE 50 -1 -··· • -·-····-·· • -·-·-i .......... -·-·- 51 BENCHMARK: DESCRIPTION: 2" ALIJMINUM DISC STAMPED GPS CONTROL PT 2002 LOCATION: IN SIOEl'IALK NORTH SIOE OF PALOMAR AIRPORT ROAO, 300 FEET M'ST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 444.00 M.S.L. DATUM: NGvfJ 1929 o' 10' 40' -----5' 20' SCALE: 1. = 40' SEE SHEET No. 9 FOR SURFACE IMPROVEMENTS, WA /TR PLANS, & RECYCLED WA /TR PLANS. SEE DWG. No. 415-91 FOR GRADING PLANS. CAUTION /I 2 10 09 TC AS-BUILT CONTRACTOR TO vV?IFY THE EXACT lOCATlON OF EX!SllNG UllUTlES IN THE FIELD PRIOR TO CONSTRUCTlON! 80' '. ·······•·· . _, ·-·-·-·-.......... , . CENTERLINE DA TA DELTA BEARING RADIUS LENGTH I f\. =91'4l'.3I" 300.00' 480.10' SEWER DATA DELTA BEARING RADIUS LENGTH I f\. -28' 10•14• 300.00' 141.50' 2 f\. =62'05'20" 300.00' 325. 10' REMARKS 8" PVC SEWER " . STORM DRAIN DA TA NO DELTA BEARING RADIUS LENGTH REMARKS I f\. =42'•14'2I" 319.00' 237.95' * 319. 13. ** 3 N 80'25'01 ' £ PVT. JO" RCP ~ I 350-0 " 4 N 80'25'01" [ PVT. 24" RCP ~ 1350 D * * WATER-TIGHT JOINTS * * /JS£ 5000 PSI CONCR£TE WITH 1-1 /2" 8ETWEEN INSIDE FACE ANO R[!NFORCING I st9T I CITY OF CARLSBAD ENGINEERING DEPARTMENT STORM DRAIN ,t SEWER Pl.ANS FOR: ···t·· CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP C.T. 97-f.J APPRO)(j:D EjY: ,/_ /]Yr 1.d._./ ;;?v, . CONRAD C. HAMMANN,:ll2.. // /4.ffa( CITY ENGINEER PE 33069 EXPIRES 06 30 08 DATE 1 1 '22/07 TC 1 REVISE JT /JRA/N If" UJTS /6 r 17 DA TE INI T;;I A:;-L+il:."'':"'.'.:'.':'.-"--''----"-":'!!'.:!.~~:'...'.:'::...!.~'....'.c'_ _____ _j~~~rz__c,w_'__~~'.Q_Lj;{,t,'6,,Lj OWN BY: CHKD BY:--6YEi'.._ RVWD BY: ..LAI,/._ PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION 1· \96100C0\Subr~1'.\PhJ5e 2\061101 Grd, Imp, l,,lop\96:J5BI19.dwg Nov 01, 2006 11:04am Xrefs. 96~5B1 '~605B!.IAP: 960~BSTR: 96D:iBLiTL; 9605fl-'RC OTHER APPROVAL CITY APPROVAL C.T. 97-13 415-9J 070207 0 .... ~ (D" 0 .i:,. ..... l-'- 1\) 01 .i:,. ch '-- NOT£!! £l£CTRON!C OA TA FILES AR£ FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROl 51 2710 Loker Avenue West Suite 100 Carlsbad, Colifomio 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsultants.com Civil Engfneering Planning Processing Surveying 52 53 54 --W--- --- PLAN WHIPTAIL LOOP DESIGNED BY: H.R.,A.V.L. DRAWN BY: G.C. T.G. PROJECT MGR.· T.O.C. ENGINEER OF WORK: TIMOTHY 0. CARROLL, JH. DATE: NOVEMBER. 2005 SCALE: I" = 40' JOB NO.: 96-1005 DATE: RCE: 55381 I• = 40' "AS-BUILT <C.u TIMOTHY 0. CARROLL, JR. P.E. 5538! EXP. 12/31/10 . !~SPECTOR 55 " DATE • DA1E 56 BENCHMARK: DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET llf'S T OF MELROSE OR/VE RECORD FROM: R.O.S. NO. 17211 (PT. NO. 71) ELEVATION: 444.00 M.S.L. DATUM: NGffJ 1929 o· 1 o· 40' 5 2D' SCALE: 1" = 40' SEE SHEET No. 10 FOR SURFACE IMPROVEMENTS, WATER &: RECYCL[O WATER PLANS S[[ DWG. No. 415-91 FOR GRAD/NC PLANS CAUTION!! CONTRACTOR TO ITT?IFY THE EXACT LOCA TlON OF EX!SllNC Ulll/Tl£S IN TH£ fl£lf) PRIOR TO CONSTRUCTlON! 80' CENTERLINE DA TA NO) DELTA/BEARING RADIUS LENGTH 1 N 39'00'28" [ 329.54' 2 L. =18'02'/5" 700.00' 220.37' SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS I N 39"00'38" E 274.90' 8" PVC SEWER 2 N 39'00'.!8" E " " 3 100.00' 225.86' STORM DRAIN DATA ~Q: DELTA/BEARING RADIUS LENGTH REMARKS I N 39'00'.!8" E --19.90' 36" RCP ~ 1350-0 i!F-lt' 2 N 39'00'.!8" E --301.64' • • >('-lE'- 3 L. =18'5I '21" 681.00' 224.!2' • • ,!' * 1-----+=~~-c-'-'c---l-==~-+~=='-o-+----~-----~~-4 N 50'59'22" W --4.15' 18" RCP ~ 1350-0 5 N 50'59'22" W --42.75' . " **us£: 5000 PSI CONCRETE WITH 1-1/2" BETWEEN INS/0£ FACE ANO REINFORCING 1-----r---+------------+--+--------+-----+----I ~ CITY OF CARLSBAD J SH2E,EJS I ~Ll{l_j=v==-'===E:::N:=G:::IN:=E=ER:=IN=:G=D:=E:::PA=:R:':lM=E:::N=T===-'=::::::::=¥==: STORA/ ON.4/N .t S£W£/1 PUNS F0/1: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP APPROVED,Y-_, C.T. 97-13 £21. 0. 7¥-, CONRAD C. HAMMANN,::112.!t/..z.r'•• 2/10109 _T~C~--r-7"A~5'~-/3=Uc.cl=L~T------------+---+--+---+----l CITY ENGINEER PE 33059 EXPIRES 05/30/08 DATE i /~ ~;:;:::;;:;====~==:::::==:::::::::::=::::'.:::=::'.::::;;:=======: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION \~61005\Sutrr-•1\Phose 2\061101 Grd, Imp, Mop\96058120.dwg New CT. 2006 11 ·:'.l'lom Xreh: %05B1. %::l5Bt.lAP; 9605BSTP; 9605BUTL; 96058PR0: %05ASTR; %05AUL DATE INITIAL OlHER APPROVAL DWN BY: -~-PROJECT NO. DRAWING NO. CHKD BY: Gvf' RVWD BY· CAL C.T. 97-fJ 4f5-9J DATE INITIAL CllY APPROVAL ) ioft9of i I·""'" + -t-4 -L--------=1- NOT£!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'vcRTlCAL SUR'vcY CONTROL FUTURE ® 2710 Loker Avenue West Suite 100 Corisbod, California 9201 a 760-931-7700 F<Jx: 760-931-8680 www.odoyconsultonts.com Civil EngiMering Planning Processing Surveying DESIGNED BY: H.R. A.V.L. DRAWN BY: G.C. T.G. PROJECT MGR.· T.0.C. ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. FUTURE ® DATE: NOVEMBER, 2005 SCALE: 1 • = 40' JOB NO.: 96-)005 DATE: // NCI? RCE: 55381 --- -. __ ,__ - FUTURE ® --------------------:-- 1/ ~ 40' 20' 80' SCALE: 1" = 40' ' ------- ~ CL ~- -- .3:: T "' I -t --+ + -~ -:--; --~----:1-~- _,: .. t :.:~ --··-t .. ---1--- " ~ ' ,.r- CENTERLINE DA TA (NO DELTA/BEARING RADIUS LENGTH I N 34"30 '!JS" W ~-72.98' 2 b.= 43·23'37" 800.00' 605.89' SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS I N 53"04'50" W 10.22' 8" PVC SEWER 2 b. = l8"28'12" 200.00' 64.47' " " 3 800.00' 207.99' • • 4 800.00' 135.00' " " 5 t:,. = l1'32'49' 800.00' 245.00' " • STORM DRAIN DATA '--NO_.., I 2 3 4 5 6 DELTA/BEARING RADIUS LENGTH REMARKS N "4"41 '.23" W I 10.18' 36" RCP ~ I 350-0 b. -l9"24'/Jl" 781.00' 264.47' 30" RCP ~ I 350-0 b. = 21'27'40" 781.00' 292.54' " N 78'!4'47" E 84.00' • • N 53"55'18" E 4.15' 18" RCP ~ 1350-0 N 53"55'/8" E 42.75' " **usE 5000 PSI CONCRETE WITH 1-1/2" BETWEEN INSIDE FACE ANO REINFORCING .::: 2_ FUTURE "--co "' co + -,- PLAN GAZELLE COURT SCALE: /" = 40' "AS-BUILT " --n ;;;:;;;OCA~ P.E.5538I EXP. 12/31/to . REVlfWED BY)? /, · · L If , INSPECTOR DATE v DATE BENCHMARK: DESCRIPTION: 2' ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET M"ST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 444.00 M.S.L. DATUM: NGVO 1929 ® SEE SHEET No. II &-12 FOR SURFACE IMPROVEMENTS, WATER &-RECYCLED WATER PLANS. SEE om;. No. 415-91 FOR GRADING PLANS. CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EX!SllNG UllUTlES IN THE RELO PRIOR TO CONSTRUCTlON! t---+--t------------1---1-----l----l-----l '-I =:1=::::1_1-'=C=I=T=Y==O=F===C=AR==lS=B====AD~~I S=H2\=E,,TS~I r-ENGINEERING DEPARlMENT 6f- 2/td/09 TC A5-8UILT /1\ DA TE INITIAL ENGINEER OF WORK! REVISION DESCRIPTION I \%1005\Sub!"l"',l\>'kise 2\061101 Grd, Imp, Mop\9605B121.dwg Nov 01, 2006 1110cm (refs 960581 %0'lfll-.lAP. 96058STR, 9605BUTL. 96058PR0 DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL STORAI DRAIN 4' S£W£H PLANS FOi?: CARLSBAD OAKS NORTH PHASE 2 GAZELLE COURT C.T. 97-13 APPROVED BY: ,/ /} )'. f![. ) $+• CONRAD C. HAMMANN,-1"~, IVl ,j,, CITY ENGINEER PE 33069 EXPIRES 06/30/08 DATE 1 1 OWN BY: CHKD BY: 61/P RVWD BY: _;-:;.y- PROJECT NO. C.T. 97-13 DRAWING NO. 415-9J 01r901 0 I\) :E ...... C") 0 .i::,. -..... I\) (J1 .i::,. ' ~ ) ,, I : i I ; ; I I ---------/ F(/1uR;:-----'7 FUTURE I 122) 'C _____ __.,, / / / / / CURB I r-fl---1-f-- 1 . -...__,• DOUBLE YELLOW C£NTERUN£ ~-r-,..-.._,__ PER CALT!IANS DETAIL 22 ...,.__ :Sff NtffG' 21 FUTURE ® WHIPTAIL LOOP :Sec Norr; 21 FUTURE © Se.Non, 21 CURB SIGNING AND STRIPING NOTES I. TH£ CONTRACTOR IS R£SPONSIBL£ FOR INSTALLATION or ALL SICNINC AND STRIP/NC. 2. ALL SICNINC, STRIP/NC AND PA VOl£NT AIARKINCS SHALL C0NFORAI TO TH£ FE0£RAL HICHWAY AOAIINSTRA TION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL 0£V/C£S {MUTC0) 2003 EDITION AS AMEND£0 BY TH£ AIUTCD 2003 CALIFORNIA SUPPLEM£NT, TH£ CALTRANS STANDARD SP£CIFICATIONS (2002 OR LATEST VERSION THER£0F}, TH£S£ PLANS. AND TH£ SPECIAL PROVISIONS. 3. All SICN/NC AND STRIPING IS Sl/8J£CT TO THE APPROVAL OF TH£ PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE' SIGN/NC STRIP/NC PLANS SHALL BE APPROV£D BY TH£ ENGINEER OF WORK AND Pl/BLIC WORKS DIR£CTOR PRIOR TO ANY CHANCE' IN TH£ F/£LD. 5. ALL SICNS AND STRIP/NC SHALL 8£ R£FL£CT/V[ P£R CALTRANS SP£C/flCATIONS. STRIP/NC SHALL 8[ R£PAINTED TWO W££KS AFTER INITIAL PAINT/NC. 6. ALL S/GNACE SHALL BE R£FL£CT/V[ PER CALTRANS SP£C/FICATIONS ANO SHALL US£ £NCAPSl/LAT£0 LENS REFL£CTIV£ SH££T/NC {HICH INTENSITY OR £0l/AL). 7. PRIOR TO FINAL ACCEPTANCE' OF STR££T IMPROV£AIENTS, ALL STR££T STRIP/NC AND MARKING WITHIN A 500' PERIAIETER or TH£ CONSTRUCTION PROJECT WILL 8£ R£STOR£0 TO A "UK£ N£W" CONDITION, IN A MANNER M££TINC TH£ APPROVAL or TH£ CITY INSP£CT0R. 8. EXACT LOCATION or STRIPING ANO STOP UAIITS LINE'S SHALL 8[ APPROVED BY THE Pl/BLIC WORKS OIR£CT0R OR HIS R£PRES£NTA TIVE PRIOR TO INSTAllA TI0N. 9. CONTRACTOR SHALL REMOVE ALL CONFLICT/NC PAINTED UN£S. AIARK/NCS AND PAVEAl£NT LECENDS BY CR/ND/NC. DEBRIS SHALL 8£ PROMPTLY REMOVED er THE CONTRACTOR. 10. ALL PAVEAl£NT L£CENOS SHALL BE THE lAT£ST VERSION or TH£ CALTRANS M£T!IIC STENCILS. II. LIMIT LINES AND CROSSWALK SHALL 8£ nnD LOCATED, CROSSWALKS SHALL HAVE /0' INSIDE' DIM£NSION UNL£SS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS. PAV£Al£NT ARROWS AND PAVEMENT L£CENDS SHALL 8[ TH£RMOPLASTIC UNL£SS OTH£RWIS£ SP£C!F/£D. 13. FIR£ HYDRANT PAV[M£NT MARK£RS SHALL CONFORM TO All/TCD 2003 £DIT/ON AS AM£NOED BY THE 2003 CALIFORNIA Sl/PPLEM£NT AND TH£ SAN 0IECO R£CIONAL STANDARD DRAW/NC Al-19. U. ALL M£DIAN NOSE'S AND FLARES SHALL 8£ PAINT£D YELLOW {R[CIONAL STANDARD DRAW!NC Al-19). 15. ALL SIGNS SHALL BE STANDARD S/2£ AS SHOWN Ml/TCD 2003 EDITION AS AAl£ND£0 BY TH£ 2003 CALIFORNIA SUPPL£Al£NT l/Nl£SS O TH£RWIS£ SPECIFIED. I 6. SIGN POSTS SHALL 8£ S0l/ARE PERFORA TEO ST£n Tl/BING WITH BR£AKAWA Y BAS£ PER SAN D/£CO REGIONAL STANDARD DRAWING M-45. Ba : , _________ '(!,f 1_ T C ;r / -----. I ;;- 11. WHEN A SICN IS ATTACHED TO A POLE, IT SHALL 8£ AIOl/NTE0 US/NC A STANDARD CITY or CARLSBAD APPROV£D MOl/NTING 8RACK£T WITH STRAPS. -------...... : y I FUTURE (24) '--._ __ / ! ! !O~ t=-0-11"1!.J !-10· I I I I ' I ' I . I ' \ I ' ' ! i ' ' I ' \ ' \ ' \ ' \ ' \ I FUTURE (25) ,_.,./ I I I I I I I I I I I (8) ~ 0 I o' 25' 100· -----so· 200· SCALE: I" = 100' Sff" Non;-21 / I I -...__,t• DOUBLE YELLOW C£NT£RUN£ PER CAL TRANS DETAIL 22 - 18. EXISTING SIGNS R£MOV£D BY TH£ CONTRACTOR SHALL BE DELIVERED er THE CONTRACTOR TO TH£ CITY OF CARLSBAD PUBLIC WORKS YARD AT ,05 OAK AV£Nl/£. 19. All SIGNS SHOWN ON TH£S£ PLANS SHALL 8£ NEW SIGNS PROVID£D AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE' SICNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCA T£D OR TO REMAIN. 20, (IF NECESSARY) WHERE' R,t-7 SIGN AND OMl-3 08J£CT MARKER AR£ TO BE /NSTALL£D IN A 2-FOOT WIDE' MEDIAN NOS£, TH£ R,1-7 SIGN SHALL 8£ /8" x 2,• ANO TH£ 0M/-3 08J£CT MARK£R SHALL 8£ 12" x /2~ ~,r-.___ 21. BA)I{) /i:2q, "NO PARKIN<i ANY TIMC'SIGN {12•, 18') TO lii'ACH STRfrT Ll<i!IT, FACING ON-COMl/,/G TRAFFIC. WH! PTA!L LOOP LC£NTERLIN£ STRIPING \ . \ \ \ , , ___________________________ _J L---I, ------/, ------ C£NTERL/N£ STRIPING ,_./ 101 7 :1 ; I ' i I ' !l.,l---------- 1DT 8 I STOP~~21-------- ~2~ LDT 3 1014 i I 1WAP EXIST. CURB ~ SE£ DETAIL AT RICHT---...1 Sff' NtJTG 21 AIATCH EXIST. STRIP/NC-~ I , y:saNor,;21 ' ' ', ' \ \ \\ \ ' \ 10' ( \\ \\ \ . \ I, + ! ~ Rl-t 'STOP' s1CN .t 12· WHITE LIMIT ,t "STOP" PAV£Al£NT L£C£ND ---MINOR STR[[T 00l/Bl£ STREET NAME SICN {)£TAIL: STRIPING AT INTERSECT/ON NOT TO SCALE "AS-BUILT -,,,,i·~CJ.4 TIMOTHY 0. CARROLL.JR, P.E. 55381 EXP. IZ/31/!0 . " DATE LOT fJ \\_..----EXIST. ,• 00l/BL£ Y£LL0W C£NTERLIN£ 11/zJM AIATCH EXIST. STRIP/NC-~ I LOT 5 ----EXIST. ,1• DOUBLE YELLOW C£NTERUN£ PER CALTRANS DETAIL 22 ) !J--srr NOf/If 2-1 ----=======~~------'' ~ -____ __,.! I--· ~~ - -::::~~~ // ~ BENQ+aAARK: ======:!"' / I '-..✓""--<::::::::::::::::::::==================b=========~~~~~;=;~=;==;=~=========--=--=--=--=--=--=--=--=--=--=-=--=--=--=--=--=--=--=--=--=--=--=-===-~TION' 2· ALUMINUM DISC STAMPED CPS CONTROL ----::::~ ~ FARADAY AV£ ~· , PT. 2002 ~---~-""::::::::::-~-{SEE OWC. No. 415-9C};_ ________ ~~==-=====~-~ LOCATION: IN SIDEWALK NORTH s10, oF PALOMAR ~ AIRPORT ROAO, 300 FEET llfST OF MELROSE DR! VE RECORD FROM: R.05. NO 17271 (PT. NO 71) ELEVATION: 444.00 M.S.L. DATUM: NC';[) 1929 PER CALTRANS DETAIL 22 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fo11:: 760-931-8680 www.od,ayconsultants.com 7'' INSPECTOR DATE DESIGNED BY: H,R. AVL DATE: NOVEMBER, 2005 Civil En,gineering Planning Processing Surveying DRAWN BY: G.C. T.G. SCALE: 1" ~ 100' PROJECT MGR.· T.0.C. ENGINEER OF WORK: ,--:.;:--C±t I TIMOTHY 0. CARROLL, JR. JOB NO.: 96-1005 DATE:fl/4~ RCE: 55381 ~ CITY OF CARLSBAD 1----+-----+------------------+----+----+---1----< l_Rj ENGINEERING DEPARTMENT l----+---+------------------+---+--+---1----< INPHOYD/£NT PtANS FON: CARLSBAD OAKS NORTH PHASE 2 CJ. 97-13 APPR()l,(ED BY: :,?' L 1----+-I~-+----,-----------------+---+--+------< !?~: u__-/ -.,j ;; NRAD C. HAMMANN,Jit..h/1 .. ,r( 2/f0/09 TC AS -Bl/IL T , , , CITY ENGINEER PE 33069 EXPIRES 06/30/08 DATE 1/22/07, TC IJ\ ADVElJ NOTF'21 R21P SIGNS #-.&07 ,..,,/ o7 n, J DATE ENGINEER OF WORK REVISION DESCRIPTION 1.\961005\Sut,ri,t\P~ow 2\J6!101 Gr<:1, Imp, Mop\96-058122~.,.q Nov 01, 2006 1:12p-r Xrefs 960581, 96058',IAP, 9605FSTP; 9605ASTR; 9605ASTR 1 DATE INITlAL • DA TE bflTIAL OTHER APPROVAL CITY APPROVAL OWN BY:--~ CHKD BY: GV~ RVWO BY: ~&!_ PROJECT NO. C.T. 97-13 DRAWING NO, 415-9J ) 070207 ~~, 011901: j - ' ,::::; "' ,, -' 16" CML&TW I -r---+-._I ~ I j' ! . I l',. r ~~s #1 I ~-I I ~-0-- 0 3 ' -~ • I 1/1 ~12" !fl PVC 16" CML&TW PVC " PVC REC WATER 18+00 CONNECT TO WHIPTAIL LOOP PH I (BUTT STRAP) SEE DWG NO 415-9 CITY OF OCEANSIDE PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP 12" PVC WATER #2 _,,------8" PVC REC WATER. 12" PVC WATER / --12" PVC WATER~ T 1'3 ~ (TYP) 1'3 ----- 3/ ~ " 31 " ' ' ' WATER. 12" PVC WATER • I LEGEND • 2-W CTS WITH 2 ANODES (SEE TABLE 1) .. '!' 2-INCH COPPER MANUAL AIR RELEASE (MAR) 9 2-INCH COPPER BLDWOFF --"14--VALVE WITH BOND t:y:] FIRE HYDRANT BOND WIRES NEW 16" CML&TW NEW PVC PIPE (RECYCLED AND WATER) STEEL PIPE (NOT IN CONTRACTACT) PVC PIPE (NOT IN CONTRACT) CML&TW CEMENT MORTAR LINED, TAPE WRAPPED STEEL WITH MORTAR OVERCOAT PIPE (SEE SPECIFICATION SECTION 09870) 8" ------ " ' WHIPTAIL LOOP 16" WATER MAIN PHASE II CATHODIC PROTECTION SITE PLAN NTS TABLE 1-CORROSION TEST STATIONS CORROSION TEST PIPELINE STATION STA/LOCATION 1 2 3 4 5 22+50 30+5D 38+00 46+00 54+00 ,f--nec) ColfflJI.TAlffll, l1tc. 8291 AeJ"O Place Sult• 110 San Diego, CA 9212.3 Pro.f: 0633110 II (858) 576-0226 CTS REFERENCED TYPE DETAIL & SHEET 2W-2 ANODE 1-24 2W-2 ANODE 1-24 2W-2 ANODE 1-24 2W-2 ANODE 1-24 2W-2 ANODE 1-24 DESIGNED BY: ..,.SIT"-'---DATE: MAY 2006 DRAWN BY: GPM SCALE: ~NTS~--- PROJECT MGR.· EAD JOB NO.: 96-1005 EUGENE A. DeCARLO CR: 1011 PVC REC WATER--,\ --------\ T--- RCE REVI 'Y'EO , -, ll'fs~ECTOR " ' " ' BOND WIRES ---, (TYP) SEE LU ~ L2" AIR VACUUM SEE(6\ ~ CTS 16" CML&TW--~ 56+40 CONNECT TO WHIPTAIL LOOP PH I (BUTT STRAP) SEE DWG NO 415-9 --"' "AS BUil T" DATE EXP. 2-WIRE CTS . W / 2 ANO DES :=::::---------~,, (TYP) SEE@ • • -CTS #4 24 BY!J. ~ ? qfty/4'f ,,, .. DATE INITIAL REVISION DESCRIPTION 1 DATE ENGINEER OF WORK f: \2006Prcj\06.3311\D-Whiptail Loop PHll\311d-cp-1.dwg Sep 1E, 2006 -3-: 42pm Xrefs: 2" BLOW OFF SEE LU ~ ' I ' GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATION SECTION 16640. 2. CORROSION CONTROL REQUIREMENTS FOR THE NEW 16-INCH WATER MAIN SHALL INCLUDE: A. A 3-LAYER, 80-MIL TAPE WRAP (PER AWWA C209/C214) WITH A 5/8-INCH PROTECTIVE MORTAR OVERCOAT (CML&TW). SEE SPECIFICATION SECTION 09870. B. SACRIFICIAL ANODE CATHODIC PROTECTION. C FULL METALLIC CONTINUITY (ALL WELDED PIPE JOINTS AND BONDED MECHANICAL JOINTS). SEE CONTINUITY TESTING REQUIREMENTS IN SPECIFICATION SECTION 16640. D. CORROSION MONITORING TEST STATIONS. 3. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 4. AT-GRADE CORROSION TEST STATIONS: A. TEST BOXES SHALL BE LOCATED BEHIND CURB OR SIDEWALK. TEST LOCATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES. B. USE CHRISTY G5 TEST BOX. C. PROVIDE 24" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX_ D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. NO ROCK, GRAVEL, OR SAND. L INSTALL REINFORCED CONCRETE PAD (24" SQ. x 4" THICK) AROUND TEST BOXES IN UNPAVED AREAS. No. 4 REBAR FOUR PLACES. F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS STAMPED WITH 1 / 4" CHARACTERS. TAGS SHALL IDENTIFY OWNER, SERVICE, SIZE AND MATERIAL. ATTACH TAGS WITH No. 14 BARE COPPER WIRE. 5. ANOOE INSTALLATION NOTES: A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECI Fl CATION SECTION 1 6640. B. INSTALL ANODES 1 0' (MIN) OFF PIPE BUT WITHIN DISTRICT EASEMENT. IF 1 O' OFFSET IS NOT POSSIBLE, CONSULT ENGINEER. C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE. 6. BURIED MECHANICAL JOINTS, i.e., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES MUST BE BONDED AND WAX TAPPED PER DETAIL 3 ON SHEET 24. 7. ALL BURIED, STEEL OR IRON, i.e. FLANGES, VALVES, COUPLINGS, ETC. SHALL BE WRAPPED WITH PETROLATUM WAX TAPE PER AWWA C217 AND SPECIFICATION SECTION 16640. 8. NO WIRE OR CABLE SPLICES ARE PERMITTED. 9. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET 24, DETAIL 7. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 1 0. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUil T" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 11. CONTRACTOR TO PROVIDE THE DISTRICT WITH GPS COORDINATES FOR ALL CORROSION TEST FACILITIES. 12. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR INSPECTION OR TESTING OF CORROSION CONTROL INSTALLATION AT THE FOLLOWING POINTS (SEE SECTION 16640 FOR TESTING AND INSPECTION REQUIREMENTS). A. AT THE COMPLETION OF PIPE INSTALLATION WITH ALL TEST WIRES ATTACHED PRIOR TO CONTINUITY TESTING. B. AT THE COMPLETION OF WAX TAPE APPLICATIONS. C. AT INSTALLATION OF FIRST ANODE BED. D. AT THE COMPLETION OF ALL CP FACILITIES FOR FINAL INSPECTION AND ACTIVATION. 13. THE CP DESIGN IS BASED ON THE USE OF PVC PIPE FOR FIRE HYDRANT LATERALS. IF PVC IS NOT USED CONSULT THE ENGINEER_ LllJ CITY OF CARLSBAD UL] '3 ENGINEERING DEPARTMENT 4 CA T1IODIC PliOTCCTlON Pl.ANS FOH: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP APPROVED ~ .$ '( a,1 CONIWl C. IWAMANN,.r<. l1p,pl CITY ENGINEER PE 33069 EXPIRES 6-30-08 DATE OWN BY: .,~M DATE INITIAL DATE INITIAL CHKD BY: l'!dC61P PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: HD t,-w C.T. 97-13 415-9J ) - ' ·=-· c::. I I 15' 1-------------1 O' (MIN)----------------< SIDEWALK PROTECT IN PLACE OR REMOVE AND REPLACE IN KIND-----, I SEE GEN CP NOTES (UTYP) ,, ' ' ' ' ' , ___ ,,, / I J / ., '' -CURB AND GUTTER PROTECT IN / \ ~--___,..,~~-~ PLACE OR REMOVE AND I \_ CONCRETE PAD REPtACE IN KIND 16" CML&TW / CONCRETE TEST BOX. SEE NOTE 2 I 12' R/W ' ' ' ' ' \ AND WIRING DIAGRAM A \ 0 \~Df#ALK \ WARNING TAPE 12" r 24" l_ -i---~--_ iO-;;;,-------------,,-e,c :--,,wee -T ---1 I I ANODE PIPE LEAD WIRES : ' ' ' C>.. j -----No. 12 THWN : c .--ANODE LEAD : ,. " : ' ' ' ' ' ,----24" MIN. WIRE LOOP ,,-----4B LBS. PREPACKAGED MAGNESIUM ANODE. ' ' ' ' L ___________________ ~ 16" CML&TW j f---12" SEE EB NOTES: 1. SEE GENERAL CP NOTES No. 4 AND No. 5. 24" MIN. WIRE LOOP WELD 2" 2" No. 4 REBAR (ALL FOUR SIDES) 0.01 OHM SHUNT (TYP) ___ __/ 1-1/2" DIA. 1B GA. BRASS ID TAG (TYP. SEE NOTE 2 BELO 24" MIN. SLACK~ WIRE IN BOX (TYP ALL WIRES) 2-No. 8 HMWPE-~ PIPE LEAD WIRES A2 A1 ~ CONCRETE TEST BOX / SEE OETAILEB I -I I I CONCRETE PAD 24" SQ. x 4" THICK IN UNPAVED AREA ONLY ------\-+---+~'-"BRASS SPLIT BOLT CONNECTOR (TYP) NATIVE SOIL c:::=1:=:t=>----2 No12 THWN ANODE LEAD WIRES CMW 1 6" W 114" CML&TW I BRASS TAG NOTES: EXAMPLE 1. SEE GENERAL CP NOTE No. 4. 2. ID TAGS SHALL IDENTIFY OWNER, PIPE SERVICE, SIZE AND MATERIAL. WITH 1/4" CHARACTERS. SEE EXAMPLE STAMP. 2. TEST BOX CAN ALSO BE LOCATED BEHIND CURB IN PLANTER STRIP. 3. BRASS TAGS NOT REQUIRED ON ANODE WIRES. NOTE: ' ' ' ' ' " •c I / -_,-i------=---=--=---=----, /' ,. . 2-WIRE CTS W/ 2 ANODES ANODE LEAD No. 12 AWG WITH THWN INSULATION (WHITE). r-HEAT SHRINKABLE SLEEVE SILVER SOLDER OR BRAZE CONNECTION / SPECIAL BACKFILL , I 1· CLOTH BAG NTS ,--GALVANIZED STEEL CORE. r MAGNESIUM INGOT (48 LBS) MAGNESIUM ANODE HIGH POTENTIAL Allay Element Al Mn Zn Cu Ni Fe Si Other Composition We'1qh\ % . 01 Mox 0.05 to 1.3 0.05 Max 0.02 Max 0.001 Mox 0.03 Max 0.05 Max 0.05 each Max and 0.3 Total Max Mg Balance SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTON ITE 5% SODIUM SULFATE 1.SEE SPECIFICATIONS SECTION INSTALLATION REQUIREMENTS. 1 6640 FOR ANODE SOAKING MAGNESIUM ANODE NTS Q) CD 2" COPPER (SEE NOTE 1 FOR COPPER TUBING CATHODIC PROTECTION) ---~ NOTES: NTS EB CTS WIRING DIAGRAM ,,,----2" BRONZE CORP STOP ,.,----t-2-1/2"X2" NYLON INSULATING BUSHING 2-1 /2" STL OUTLET (WELD TO PIPE) ~--t--MORTAR COATING ..---cr--TAPE WRAPPED PIPE ·--MORTAR LINING -~CML&TW ~ 3-LAYER, 80 MIL TAPE 1. INSTALL 30 LB ZINC ANODE ON COPPER PIPE PER CMWD STANDARD DWG. NO. W6 OR W7. 2. MAR DETAIL SHOWN SIMILAR FOR 2" COPPER BLOW-OFF AND WATER SERVICE CONNECTIONS. DIELECTRIC ISOLATION AT 2" COPPER CONNECTION NTS 6 DESIGNED BY: ~S""TT'----DATE: MAY 2006 }nee] ColfflJIZAlff!, life. 8291 Aero Place Sult• 11 0 San Diego, CA 92123 Proj: 063311D 11 (858) 576-0226 DRAWN BY: GPM SCALE: NTS ~~-- PROJECT MGR.· EAD JOB NO.: 96-1005 DATE: f--ff.a, CR: 1011 RCE , WAX TAPE (SEE GEN CP NOTE 7)--- 16" CML&TW PIPE 2-No 4 HMWPE (SEE NOTE 3) ---~ NOTES: GATE VALVE / ~ ALUMINO-THERMIC , I WELD SEE8 16" CML&TW PIPE 3" (TYP) 1. WELDS CAN BE MADE TO PIPE CYLINDER DR OUTSIDE SURFACE OF FLANGE. 2. WIRE CONNECTION TO COUPLING FOLLOWER CAN BE BRAZED. 3. BOND WIRES NOT REQUIRED ACROSS INSULATED FLANGES OR FIRE HYDRANT GATE VALVES. STEP 1 <:C!]) CHIP OUT MORTAR. FILE SURF ACE TO BRIGHT METAL AND CLEAN BURIED VALVE BOND STEP 2 STRIP INSULATtON FROM 'WIRE NTS STEP 3 ~-HANDLE GRAPHITE COVER ST ARTlNG POWDER ETAL POWDER 1--'-,<~-C ----,.ETAL DISC HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERA TOR, WELD CAP \ IGNITE STARTING POWDER BITUMINOUS COA TlNG ~ UNDER/MORTAR PATCH\ STEP 5 , STEP 6 STEP 4 REMOVE SLAG FROM CONNECTION AND TEST . SEE NOTE 2 NOTES: APPLY 2 GOA TS PRIMER AND COVER CONNECTION '-MTH PRE-FORMED WELD CAP COAT 'MTH A BITUMINOUS COMPOUND AND FILL VOID IN MORTAR WITH GROUT SEE NOTE 3 1. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 3 INCHES APART, MINIMUM. 2. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. 3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN CD OVERCOAT RECESSED STEEL SURFACE WITH BITUMINOUS COMPOUND UP TO THE FOOT OF THE MORTAR. DO NOT COAT MORTAR WITH BITUMEN. FILL MORTAR VOID WITH QUICKSET GROUT. ALUMINO-THERMIC WELD NTS CD "AS BUil T" DATE EXP. REVl_¢JED Bd /J.. I q/1.'f/4~ ;1',f~ , •. f . 'j I,, ~ DATE INITIAL REVISION DESCRIPTION INS/ ECTOR ' DATE ENGINEER OF WORK E. \2006Proj\063311\0-Whiptail Loop PHll\.311d-cp-2.dwg Sep 18, 2006 3:43pr1 Xrefs: CAST IRON TRAFFIC ----- COVER MARKED "CP TEST" CONCRETE BODY RATED FOR OCCASIONAL TRAFFIC CHRISTY G5 ---~ COVER WEIGHT: 1 0 LBS. BODY WEIGHT: 61 LBS. NOTES: 12" 11-3/8" 1. ALL AT GRADE TEST STATIONS SHALL BE THE CIRCULAR, CONCRETE AT -GRADE TYPE WITH A METAL LID. 2. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL 3. A REINFORCED CONCRETE PAD (24" SQUARE X 4" THICK) IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED AREAS. CONCRETE TEST BOX NTS EB I 2,TI CITY OF CARLSBAD UL] ~ ENGINEERING DEPARTMENT CATHODIC PROTECTION OETA/lS FOH: CARLSBAD OAKS NORTH PHASE 2 WHIPTAIL LOOP APPRru~ CONRAD C. I WIW."m ,;nl. . 1M• I) 'I: . ' CITY ENGINEER PE 33069 EXPIRES 6-30-08 DATE DWN BY: M PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: FM,C:.IIP C.T. 97-13 4!5-9J OTHER APPROVAL CITY APPROVAL RVWD BY:"'~,.. .. ______ , 01)901