HomeMy WebLinkAboutDWG 415-9I; CT 97-13; CARLSBAD OAKS NORTH PHASE 2; 01-12I
GRAOING NOTES
/ IN AOOITION TO THE REQUIREMEN TS OF CHAPTER /5. /6 OF THE
CARL SBAD MUNICIPAL CODE.I
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVEO BY THE Cl TY
OF CARLSBAD REGARO!NG GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAO MUNICIPAL CODE, · RESOLUTION OF CONOI TIONAL APPROVAL, Cl TY
STANOAROS OR OTHER AOO I TIONAL OOCUMENTS LISTEO HEREON AS THEY MA Y
PERTAIN TO THI S PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS fl1/EN NON-CONFORMANCE IS OISCOVEREO.
J. Cl TY APPROVAL OF PL ANS OOES NOT RELIEVE THE OEVELOPER OR ENGINEER-OF-
/KJRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
0/SCOVERED DURING CONSTRUC TION. AL L PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE Cl TY ENGINEER FOR APPROVAL.
4. A RIGHT-OF -WA Y PERMIT FROM THE Cl TY ENGINEER WILL BE REOUIREO FOR ANY
m:>RK IN THE PUBLIC RIGHT OF WAY, PRIOR TO PERMI T ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILEO NAMING THE CI TY OF CARLSBAO AS
AN AODITIONAL I NSURED ON THE PERM!TTEE'S POLICY IN THE MINIMUM AMOUNT OF
l !,000,000.00 FOR EACH OCCURRENCE OF LIABILI TY. THE INSURANCE COMPANY
WRITINQ THE POLICY MIJST HAVE A RA TING OF 'A-' OR BETTER ANO A SIZ(
CATfGORY OF CLASS V OR BETTER AS ESTABL/SHEO BY 'BESTS ' KEY RATING GU/OE.
5 . UNLESS EXEMPTEO BY SEC TION 301. /b/5 OF THE UNIFORM BU/LO/NG COOE,
RETA INING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REOUIRE SEPARA TE
PERMITS FROM THE BUILDING OEPARTMENT.
6. NO /KJRK SHALL BE COWENCEO UNTIL ALL PERMITS HAVE BEEN OBTAINEO FROM
TIIE CITY ANO OTHER APPROPRIA TE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
/KJRK OR GRAO!NC TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VAL ID GRAD ING PERM / T HAS BEEN ISSUED .
8 . NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL.
OF THE CITY ENGINEER. NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET.
9 . ORIGINAL DRA WINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING
SICNEO BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS
BY TIIE ENGINEER-OF-/KJRK PRIOR TO FINAL ACCEPTANCE OF THE /KJRK BY THE
Cl TY.
II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTA INED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WI T/1/N Cl TY EASEMENTS, A SOILS REPORT COMPl?ISEO
OF, /Al SIMMRY SHEET, /8/ LABORATORY /KJRK SHEETS ANO /CJ COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELO OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WI THIN T/KJ /KJRK/NG OAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COW'ACT/ON REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOIMENOATIONS OUTLINED IN THE SOILS REPORT IS REOUIREO
PRIOR TO THE ISSUANCE OF A BU/LO/NG PERM/ T. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE 0/RECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE F/ELO OF APPL/EO
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTEO IN
ACCOROANCE WITH THE CITY OF CARLSBAO STANOARO SPECIFICATIONS ANO THE
' EARTH/KJRK SPECIFICATIONS ' ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. GAILY FIELD COMPACTION REPORTS WILL BE SUBM!TTEO TO THE
PROJECT INSPECTOR.
14 . A PRECONS[RUCTION MEETING SHALL BE HELO A[ TH£ SITE PRIOR TO TH£
BEGINNING OF /KJRK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL
OTll(R ASPECTS QF THE IWRK, THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK /160 438-3891/ AT LEAST FIVE /5/ WORKING
OAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERM/TWILL BE PROVIOEO BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING Will BE
U4D£ BY CALLING THE ENGINFFRING 24·HOIJ8 INSPECTION 8FOUF5T l INF AT
/160/ 438-3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2.-00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS WILL BE MAOE
THE NEXT /KJRK OAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2 .-00 P.M. WILL BE SCHEDULED FOR T/KJ FULL WORK OAYS LATER.
16. THE OWNER ANO/OR APPLICANT Tl/ROUGH THE OEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT ANO MAINTAIN ALL SAFETY OEVICES, INCLUDING
SHORING. ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL ,
STATE ANO FEDERAL SAFETY ANO HEALTH STANOAROS, LAW., ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR coot: SECTION 6105 BY SUBMI TT/NG
A OETAIL PLAN TO THE Cl TY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF /KJRKER PROTECTION FROM THE HAZARO OF CAVING GROUND OUR/NC THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NC THE PIPE INSTALLATION
THEREIN. THIS PLAN MIJST BE PREPAREO FOR ALL TRENCHES FIVE FEET /5'/ OR
MORE IN OEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNEO
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, Tl TLE 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TIIE OSHA
EXCAVATION PERM/ T MUST BE SUBMI TTEO TO THE INSPECTOR PRIOR TO
EXCAVATION.
/8. NO BLASTING SHALL BE PERFORMED UNTIL A VALIO BLASTING PERM/ T HAS BEEN
OBTAINEO FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERM/ T W<LL IN ADVANCE OF TIIE SCHEDULING OF BLASTING OPERATIONS.
/9. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY /KJRK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IM.fEOIATELY, ANO THE
PERMITTEE WILL NOTIFY TIIE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO, .
20. ALL OPERATIONS CONOUCTEO ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATEO
GRADING EOUIPMlNT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7.-00 A.M. ANO
SUNSET EACH OAY, MONDAY THRU FRIOAY ANO NO EARTHMOVING OR GRAOING
OPERATIONS SHALL BE CONOUCTEO ON W<EKENOS OR HOL /OAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNT(R. /
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH(
CITY ENGINEER FOR APPROVAL T/KJ FULL /KJRKING OAYS PRIOR TO BEGINNII& OF
IWRK.
22. IMPORT MATERIAL SHALL BE OBTAINEO FROM, ANO WASTE MATERIAL SHALL BE
OEPOSITEO AT, A SITE APPROVEO BY THE CITY ENGINEER. THE CONTRACT0/1
SHALL BE RESPONSIBL( FOR ANY OEBR/5 OR DAMAGE OCCURRING ALONG THE HAIJL
ROUTES OR AOJACENT STREETS AS A RESULT OF THE CRAOING OPERATION.
23. BRUSH SHALL BE REMOVEO ONLY WITHIN THE AREA TO BE GRADEO. NO TREES ARE
TO BE REMOVEO UNLESS SPECIF/CALLY NO TEO ON THE PLAN.
24. ALL AREAS SHALL BE GRAOEO TO ORAIN. GRADING RESULTING IN THE PONO/NG OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SICNEO ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVEO BY
THE Cl TY ENGINEER OR AS 0/RECTEO BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TR/1,,MEO TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. THE SI TE SHALL BE LEFT IN A NEAT ANO
ORDERLY CONO/ TION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
CARLSBAD OAKS NORTH
21. ALL SLOPES SHALL BE IRRIGATED, STABIL!ZEO, PLANTED ANO/OR HYOROSEEOEO
WITHIN TEN //OJ OAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRAD I NC PLANS-. -
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAOS AS Rt:OUIREO
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. -/IS-9N . AND/OR AS 0/RECTEO BY THE CITY
ENGINEER OR PLANNING OIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHAL L COORDINATE
THE /KJRK OF THESE GRADING PLANS WITH THAT SHOUN ON BOTH THE LANOSCAPE
ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
/KJRK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REOUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIMUM
0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15' PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WI TH 3/4 .
ROCK PER SORSD S-4 TYPE 'C' ANO PIPE MEETS ASTM STANOARO 3034 FOR
SOR 35 SOLID WALL PIPE.
3/. !'MERE AN EXISTING PIPE LINE IS TO BE ABANOONEO AS A RESULT OF TIIE
GRAOINC OPERATION, IT SHALL BE REMOVEO WITHIN TWENTY FEET OF BU/LO/NG
OR STREET AREAS ANO REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGEO WITH CONCRETE OR REMOVED AS APPROVED BY
THE Cl TY ENGINEER AND/OR THE CEO TECHNICAL ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND ANO UNDER GROUND/ WI THIN THE PROJECT SI TE SUFFIC/ENTL Y
AHEAD OF CRAO/NC TO PERMIT THE REVISION OF THE GRAOING PLANS IF IT IS
FOUND THAT THE AC TUAL LOCATIONS ARE IN CONFL /CT WI TH THE PROPOSED
/KJRK.
JJ. THE CONTRACTOI? SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW/ AT
•. LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRAOING NEAR THEIR
FACILITIES ANO SHALL COOROINATE THE /KJRK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SOG-kE
1-B00-422-4/JJ
/800/660-1343
/800/892-0123
/160/438-7741
PACIFIC BELL
ADELPHIA COM/UN/CATIONS
CITY OF CARLSBAD /STREETS &-STORM DRAIN/ / 160/434-2980
CITY OF CARLSBAD /SEWER .WA TER &-RECLA/MEO WATER/
BUENA SAN/ TAT/ON 0/STRICT
/ 160/438-2722
/160/126-1340 IX 1374/
34. PERM! T COMPLIANCE Rt:OUIREMENTS.-
A. FOR CONTROLLEO GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE /KJRK IN PROGRESS (/5. 16. /20. 8}
CARLSBAD MUNICIPAL COOE.
8 . PRIOR TO FINAL· APPROVAL OF A GRAO/NG PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMI TTEO TO THE Cl TY ENGINEER VIA TIIE
PROJECT INSPECTOR (/5. 16. 120. 9 8 JO/ CARLSBAO MUNICIPAL COOE.-
/11 FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLEO IN CONFORMANCE WITH CITY
COOE ANO THE APPROVEO PLANS /OBTAIN SAW'LE OF COMPLIANCE
LETTER FROM CITY ENGINEERING OEPARTMENT/.
/2/ AS-BUILT GRADING PLAN.
{J J REPORT FROM THE SOILS ENGINEER, l'Ai/CH INCLUDES
-RECOM,,!ENOEO SOIL BEARING CAPAC/ TIES, A STATEMENT AS TO
THE EXPANSIVE OUAL I TY OF THE SOIL, ANO SUI.MARIES OF
FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUOE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCOROANCE WI TH THE REQUIREMENTS ANO
RECOWENOATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
/4/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY,
35. UNLESS A GRADING PERM/ T FOR THIS PROJECT IS ISSUED WI THIN ONE I I I
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REOUIREO
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES Will BE REOUIREO FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT Tl TLEO PRELIMINARY GEO TECHNICAL INVESTIGATION FOR
THE PROPOS(/J CARLSBAO OAKS EAST, CARLSBAD. CALIToR!VIA DATED JUNE 15,
1990, PREPARED BY /KJOOWARO -CLYOE CONSULTANTS, ANO GEOTECHNICAL UPOATE
Tl TLEO CARLSBAD OAKS NORTH B/JSINESS PARK; er 97-IJ, CARLSBAD, CALIFORNIA ,
GEOTECHNICAL UPDATf OATEO OECEMBER 28, 1999, ANO REV/SEO JANUARY 4, 2000,
ANO UPDATE GEOTECHNICAL INVESTIGATION, CARLSBAO OAKS NORTH BUSINESS
PARK AND FARAOAY AVENUE OFFS/TE, CARLSBAO, CALIFORNIA OATEO OCTOBER 21 , 2004.
PREPARED BY GEOCON. INCORPORATEO SHALL BE CONSIOEREO AS PART OF THIS
GRAOING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WI TH THE
RECO/,MENOATIONS ANO SPECIFICATIONS IN SA/0 SOILS REPORT.
ENGINEER'S NOTES
/. REVISION OF THESE PLANS MAY BE REOUIREO IF THE PROPOSED GRADING ANO
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE OEAOLINE OATE OF THE
IMPROVEMENT AGREEMENT.
2. THE EXISTENCE ANO LOCATION OF UT!LlfY STRUCTURES ANO FACILITIES SHOUN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLEO 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 Rt:OUIREO TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON TIIE PLANS ANO
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
J. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
/ABOVEGROUNO AND UNOERGROUNOJ WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUNO THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED /KJRK.
EARTHWORK QUANTITIES
CUT.·
I, ;;;, /XJ -~#
All: 89g@ Ct I,~
EXPORT.· 0 CY /1 t ]~, 000 C{ NOTE!!
PHASE 2
C. T. 97-13
PROJECT LOCATION
TH[ CALIFORNIA COORO/NA Tc INDEX OF THIS PROJECT IS N 1994 [ 6252.
APN 209-120-09
SOURCE OF TOPOGRAPHY
BASE TOPOGRAPHY SHOWN FOR PHASE 2 &-OFFS/TE AREAS ON THESE
PLANS WAS GENERA TcO BY AERIAL TOPOGRAPHIC SURVEY BY SAN-LO
AERIAL SURff'YS ON MARCH 14, 1996. PHASE I BASE TOPOGRAPHY AS
SHOWN ON THESE PIANS IS PER CITY OF CARLSBAO OWC. No. 4l5-9A.
TOPOGRAPHY SH0/111 HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANOAROS.
LEGAL OESCRIPTION
A PORTION OF LOT "fi' OF RANCHO AGUA HEOIONOA, IN THE CITY OF
CARISBAO, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO MAP THEREOF NO. 823, F/LEO IN THE OFACE OF THE COUNTY
RECORDER OF SAN 0/[CO COUNTY, NOff'MBER 16, 1896.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COOROINA TE
SYSTcl.t NA08J, ZONE 6, BASED UPON THE GRID BEARING BETf'EEN PT. NO.
78 ANO PT. NO. 71 AS DESCRIBED IN RECORD OF SURVE'Y NO. 17271.
IE. N26'28'20"E
BMP NOT£
All BMP'S FOR THIS PROJECT ARE TO BE MAINTAINEO BY THE
DEITTOPfR ANO/OR F/1/VRE 0111/ERS MTH THE EXCEPTION OF TH[
CURB INLET INSERTS M/HIN FARADA Y A ff'NUE ANO EL Fl/ERie
STREET, !'MICH ARE TO BE MAINTAINED BY THE CITY OF CARLSBAD.
REFERENCE ORAWINGS
CARLSBAD OAKS NORTH PHASE-I IMPROVEMENT PLANS (OlfV. No. 415-9} ct
GRADING ANO EROSION CONTROi. Pl.ANS (om;: No. 115-9A}.
CITY Of OCEANSIDE
PACIFIC
OCEAN
··;:;;:7 p .
I : CITY Of VIST
OJ '<: Cl
CITY Of ENCINITAS
VICINITY MAP
NO SCALE
SITE
BUSINESS PARK OR.
:
R[MEO/Al: f:.ffl} e:r 211 cooc'f
NOTES: I. THESE OUANllTIES ARE FOR BONO/NG PURPOSES ONLY.
THE CANNON ROAO PUMP STAllON MUST BE
OPERA llONAl PRIOR TO ISSIJANCE ff ANY BU/LO/NC
PERMITS FOR THIS PRMCl
ANO ASSUM[ NO SHRINKAGE. CONTRACTOR TO VERIFY TO
HIS SA TISFACT/ON BENCHMARK:
SOILS ENGINEER'S CERTIFICATE
C.£ NO.: ~k=~~~'-"--... 1-~----
DATE·
LICENSE [)IP/RATION DATE· h • ~ · 'PB
OECL.ARATION OF RESPONSIBLE CHARGE
I HEREBY OE CLARE THAT I A/.1 THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVE'R THE
DESIGN OF THE PROJECT AS DmNEO IN SECTION 6703 OF THE BUSINESS
ANO PROFESSIONS CODE. ANO THAT THE DESIGN IS CONSISTcNT Mllf
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO
SPECIF/CATIONS BY THE CITY OF CARISBAO DOES NOT REI/EVE ME,
AS ENGINEER OF WORK, OF /.IY RESPONSIBILITIES FOR PROJECT DESIGN.
O'OAY CONSULTANTS. INC.
2710 LOKER AVE'NUE MST, STE 100
CARLSBAD. CAIIFORNIA 92010
(160} 9Jl-7700
~c'-=:£
TIMOTHY 0. CARROI.L, JR.
R. C.E. NO. 55381 EXP. 12/J!/06
OWNER'S CERTIFICATE
ESS
'-"' "' -i_; . ~ w ,.,
ct.-NO. 55381 .:0 * EXP. 12/31/0t!I *
J'q); CJV\\.. ~*~ 'or CA1.11<:J
I (WE) HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR Will BE RETAINED TO SUPERVISE OVERALL
GRAO/NC ACTIVITY ANO ADVISE ON THE COMPACTION ANO STABILITY OF
THIS SIT£
NAME c:......f--C:.⇒ T/Tlt:v'«.L{>~~f-
OWNER
CARLSBAD OAKS NORTH PARTNERS. LP.
P. 0. BOX 80036
SAN DIEGO. CALIFORNIA 92138
(619) 223-1663
CIVIL ENGINEER/LANO SURVEYOR •
C. O'OAY CONSULTANTS, /M
2110 LOKER AVE'NUE M: ST, SUITE 100
CARLSBAD, CA. 92010
(760) 931-7100
OATE
2. CONTRACTOR SHALL SUBMIT ANO REC£/VE APPROVAL FROM CITY
FOR HAUL ROUTES PRIOR TO HAULING 0/RT OR CONSTRUCTION
MA TcRIALS TO OR FROM THE SITE
DESCRIPTION: 2' ALUMINUM 0/SC STAMPED GPS CONTROi.
PT. 2002
WORK TO BE OONE
THE GRADING /IORK SHALi CONSIST OF THE CONSTRUCTION OF All CUTS ANO FILLS.
REMEDIAi GRADING, DRAINAGE FACIUTIES. EROSION CONTROl FACILITIES. ANO
Pl.ANTING OF PERMANENT /.ANOSC4PING ANO PREPNIATION OF AS-BUILT GRADING PWIS.
AS-8111/T GEOI.OGIC AW'S ANO REPORTS, AIL AS SHOWN OR REOUIREO ON THIS SET
OF PWIS ANO THE CITY STAI/DAROS. SPECIFIG4TIONS. REOU/!l[MENTS. RESOI.UTIONS ANO
ORO/NA/ICES CITED ON THESE Pl.ANS
THE GRADING MJRK SHAf.l BE PERFORMED IN ACCORDANCE Willi TH[ FOi.LOWiNG {X)CUM[NTS,
CURRENT AT ll/[ TIME OF CONSTRUCT/ON, AS 0/RECTEO BY ll-1[ CITY ENGINEER.
I. CARLSB40 MUNICIPAL COO[.
2. CITY OF CARl.5840 STAI/DAROS
3. ll-1/S SET OF PWIS
4. RESOLUTION NOs. 5244 -5252 DATcO AUGUST 21, 2002.
5. TH[ STAIIOARO SPECIFIG4T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}.
6. SO/IS REPORTS ANO RECOMMENOATIONS BY WOOOWARO CIYOE CONS/JlTANTS OATcO JUNE 15, 1990.
7. SOILS REPORTS ANO RECOMMENOATK!NS BY (lf(JCON, INCORPORATEO OATcO DECEMBER 28. 1999, UPOATcO
JANl11'RY 4, 2000 AND OCTOBER ZI, 2004.
8. ll-1[ SAN DIEGO R[CIONAL STANOARO DRAWINGS ANO AS M4Y BE MOOIAEO BY TH[ CITY OF CARLS840 STAI/DAROS.
9. ENVIRONMENTAi. APPROVAi {X)CUMENTS DATED AUGUST 21, 2002 RES. NO. 524t
10. STORMWATcR POI.LUT/ON CONTROl PIAN (SWPPP} PREPARED BY O'OAY CONS/JlTANTS. INC.
DATED DECEMBER 20. 2005, W0/0 NO. 9 37CJJ04l6, REC. ....!2/#,_,/04-~-----
11. STORMWATER MANAGEMENT PW/ (S/l'MP} PREPARED FOIi PHASE 2 BY O'OAY CONSULTANTS, INC.
DATEO MARCH 30, 20()6.
12. C41/FORNIA STORMWATER OUA//TY ASSOCIATION (C4SC4) STORMWATER BEST MANAGEMENT PRACTICES,
CONSTRUCT/ON f/ANDBOOK,· ANO ll/E STATE OF C4L/FOJINIA DEPARTMENT OF TRANSPORTATION CONSTRUCT/ON
SITE BEST MANAGfMENT PRACTICES (BMP} MANUAL
NOTE: QUANTITIES ARE FOR BONO/NG PURPOSES ONIY. ACTUAL QUANTITIES UlY VARY.
sro. owes. ARE SAN DIEGO REGIONAL STDS. I/NIESS NOTED OTHERWISE.
LEGENO
. OESCRIPT/ON sTo. owe. SYMBOL
SUBDIVISION BOUNDARY. . • . . . • . • . • . • • • . • . • . . • • • ------
R/CHT-OF ~ WAY LINE •.•.•.••••••••••••••.•.•.. -------
LOT 1/NES • . •••••....••••.•.•.•.•.•.•.•
[)(/STING CONTOUR. • . . • . • . • . • • . • . • . • • • . • . • . • ------200-
PROPOSEO CONTOUR. • . • • • • . . . . • • • • .. . • . • • . • • ____ _,00--<--
DAYLIGHT LINE. ••.••.•••••••••••.•••••••••
CUT/ FIil LINE. • .•.•••••••••••••••••••••
EXISTING SPOT ELEVATION. • .•••••••••••••••••••
EXISTING flOW/.INE ELEVATION. • ••••.•••.•.•••.•••
--L-_1---
. -// -f-;;JtoJ--_:-. ~
• ✓2wo · ;fW,
EXIST/NC SlOPES. . ...•.•.•••.••••••.••••••
cur OR RIL SlOPE LINES •••.•.•.•.•.••.•••••••• ':J ~"'32:1 M>tX
flOW/./Nt: ELEVATION. . . • • • . • . • . • • • • • . • . • • • • • • • _200.00 fl •
HIGH POINT SPOT ELEVATIONS. • • • • . • . • . • . • . • • • • • • • _200.()0
HP ~ FINISHEO GRADE SPOT ElEVAT/ONS. • • • • . • • • . • • • . • • • • ;
LINE OF SIGHT. • • • • . . . • • • . • • • • • • • . • . • • • • • •
EARlll SWALE . • • . • • • • • • • . • • • • • • • • • • • • • • • • •
BROW DITCH ••.•••••••••.•.•• 0-75' TYPE 'O: .•.•
RIP-RAP ••.•••••••.•.•••.•. 0-40! •.•••..••
TYPE 'F' C4TCH BASIN (MOO. PER SHr 3) •. 0-7 ...•••...•
TYPE 'F' C4TCH 84SIN. . • . • . • . . . • .0-1. . • • . . . • . •
INLET APRON. . . • . . . • • • • . • • • • .0-39 •..•••.•••
WING-TYPE HEADWALL .•••.••.••••• 0-3/ •.••••••••
CONCRETE PIPE ANCI/Of/ ••••..•.•.. S-10.
30• RCP STORl.t DRAIN. . •.•.•••••. 0-60.
24' RCP STORM DRAIN ....••••••• .0-60.
--.;:....;...::.. -·--
------·
18' RCP STORM DRAIN •.•••...•.• .0-60. • . • . • . • . _ = =
18' H.O.P.£ PVT. STORA/ Df/4/N (IIAI/COR Hl-0 OR EOIJ/V.) .•. .0-60. . • --50--
2r H.0.PE. PVT. STORl.t Of/4/N (HANCOR Hl-0 OR EOIJ/V.) ••• .0-60. • • ---50--
30• H.0.P.E. PVT. STORM Of/4/N (ll4NCOR Hl-0 OR EOIJ/V.) •••. 0-60. • • ---50--
TEMPORARY DES/LT 845/N ••••.•.•••. OS-J (CARLS840} {DETAIL SHT J)
SUBDRAJN. • • • • • • . . . • • • • • • • • .PER SO!lS R[PORT. • • - - - - -
ENVIRONMENTAL FENCE ...••.•.••. OETA/l, SHT. J.
' /./00/FIEO 8Y CITY OF G4/llSB40 ENGINEERING STANOAROS
-~,:F-· --
QUANTITY
'l
5,240 LF
(125 CY
14 EA
2 EA
I EA
I EA
/0 EA
184 LF
39/ LF
65 LF
250 LF
561 LF
109 LF
" [A
2,660 LF
5,740 LF
C~/~~TS
DESIGNED BY, A.V., H.R. DATE,FE8RUARY 2006
DRAWN BY: T.G. G.~. SCALE, AS SHOWN
PROJ ECT MGR., T.O.C. JOB NO.: 96-1005
2710 Loklll'" Avenue West Clvil E:ngin~ring ENGINEER OF WORK: Suite 100 Plonnlng
Carlsbad, California 92010 Pr1Xessing --;;:e. r...--.,,1/ 760-931 -7700 Surveying
DATE: g~~"' Fol(: 760-931-8680
www.odoyconsuitonts.com TIMOTI-IY 0. CARROLL, JR. RCE: 5 38 1
P~N~DEPARTMENT APPROVAL "AS BUil T"
----~ ti e/:1/p'l. U4 DATEII /1<//a;
{SIGNED) -,4-..:._ ..... -4_
D:w /. tU1 ~ PLANNING DIRECTOR TIMOTIIY O. Rkoi~JR. ( k DATE RCE S538! EX . 12 3 1(10 r ',. " DArF.: II /1( / Cf, ✓
~~id '
.._ G~~ f_k_. RECOMMENDED BY: ';.J l,P,JtJ-. V:t,1 /01
(PRINT NAME) OR DATE
1 sH;T I CITY OF CARLSBAD m ENG INEERING DEP ARTMENT I
6NAIJING ANO £KOS/ON CONT/rOI. PWIS fON:
CARLSBAD OAKS NORTH
PHASE 2 er 97-tJ
NOTE!!
E1£CTRONIC OATA FILES ARE FOR ROTRDICE
ONLY ANO ARE NOT TO BE USEJJ FOR HORIZONTAL
OR IERllCAL SIJR'£Y CONTRa
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAO, JOO FEET f'EST OF
MELROSE OR/VE
/Zif/OJ -,c '"' FeVt<li <fl'(';. 4-t 7. ADD 5/f~. /0 t JI ., ,,. , ! P.JJO '-v~ APPR~ '<<-r lJ!O'
11, _ ---=· . t >"#coNRAD C. HAMMANN,'.Trl. 1fz1(!
.PE 33069 EXP: 06/30/08 CITY ENGINEER DATE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71}
. ELEVATION: U 4.00 M.Sl. DATUM: NC..V 1929
2/10/0J TC A5-8U/LT
1/22/07 re 11\ 17/iVISG'O GRADING sHrrrs 4-.-8
DATE INITIAL
ENGINEER Of WORK RE VISION DE SCRI PTION
I: \961005\9605BG01.dwg Aug 10, 2006 3: 55pm
-~refs: 96058G; 960!:,VlC: 9605AN
. , ~ ~/311/,r c .w ~n,/~ OWN BY:
DATE INITIAL DATE !NlftAL CHKD BY, c.;vp PRQ,JECT NO. DRAWING NO.
OTHER APPROVAL CITV APPROVAL RVWO BY: a#. C. T. 97-13 415-9[
I
-'~
'J
:ii -} .
• • !: ' '
,,
'-~ 'f1 . ·.i
,.--'
l
-i
I
1
:tl
' . ' I .
'
fio1109 '
j
'i
J !
i i
I
I
!
i
I I
'
)
/
·-·-..... ~, __ _
-------------•
NOTE!!
ELECTRONIC DATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VE.RllCAl SURVEY CONTROL
~
~ --.
\ _,, ,~c. ::§fl4---,~, ' ,
/ J. ~-\)
0
----------------
'
,_
KEY MAP
SCALE: I u = 200'
KEY LEGEND
SHEET NO_ • • • • • • • • • • • • • • • • • • • • • • • • • •
LOT NO. (PHASE 2) ••••••••••••••••••••.
LOT NO. (PHASE I) .................... .
LOT NO. (PHASE J) .................... .
DESIGNED BY: A.V. H.R. DATE: FEBRUARY 2006 "AS BUILT"
~C-# ~/_,, DRAWN BY: T.G. G.M.
PROJECT MGR.: T.0.C.
SCALE: AS SHOWN
JOB NO.: 96-1005 TIMCJTl-{Y !?. CARROLL, ✓R. 'IYf----
1-----------------1 P.L 5538/ EXP. 12/31/10 DATE
2710 Loker Avenue West
Suite ,00
Carlsbad, Colifornla 92010
760-9.31-7700
Fox: 760-931-8680
www.odoyconsultonts.com
C!vll Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR.
REYI ED 8~/11! , a~la. ~.
SHEET INDEX
SH££T NO. DESCRIPTION
I
2
J
4-.1 fl
Ni_
I~
TITlE SHEET &-NOTES
KEY MAP &-TYPICAL SECTIONS
DETAILS, MISC. SECTIONS, &-TABLES
CRAOINC PLANS
CR0SMI !¼WW}£ NOTFS
UlBS/0/'l G0/1lTFt0L Pb4N
BENCHMARK:
DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SID[ OF PALOMAR
AIRPORT ROAO, .JOO FEET WEST OF
MELROSE OR/VE
RECORD FROM: R.O.S. NO. 17211 (PT. NO. 11)
ELEVATION: 444.00 M.SL. DATUM: NG'AJ 1929
200'
400'
SCALE: 1" = 200'
-~
/ ' _/
/
/, / \
R/W 12' R/W
10' 26' f 26' -+-----=-------f-----='----------+-,lll-'-"'.--j 5' ,/.5
1-0.5' (TYP.)
_JX
6' P.C.C. CURO &: CUTTER
4• A.C. PVl,IT. OVER 6" A.9. (MIN.)
OR AS RECOMMENOEO BY SOILS ENGINEER
(SEE OWO -115-91}
WHIPTAIL LOOP
6AZELLE COURT
NOT TO SCALE
R,f"W 12' R,f"W
' ! 26' f 26' i tJ tJ i ~ 7' ! 5• I ,,, 10' 14' -j~ 7' 11:
.5' !l! I !l! ~ ' ~
,-;,., ~ "' "'> ~
1., '
UP TO 5,1• STOHi,/ ORAIN 121/16" WATER MAIN
/z/9/(l9 rc v:K APP jl}J"r, lo I /I MoOtPY Wt 14/z~
2110/09 re AS-BUILT ,,
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION .
I: \961005\Submit\Phase 2\061101 Grd, Imp, Map \9605BG02.dwg Oct 31, 2006 1: 26pm
8" REC. WATE/f
8" SEWER MAIN
TYPICAL UTILITY SECTION
WHIP TAIL LOOP /GAZELLE COURT ' NOT TO SCALE
TABL[ 1
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWN[RSHIP MAINT£NANC£ SH[ET NO. MAINT[NANCl
ACR[[M[NT FR[Q/J[NCY
OESllTINC TC-22 OES!lTINC PVT CC&:!? ,f., 5, 6, AS NEEOEO
BASIN BASIN 7 &: 8
I SH2T I CITY OF CARI.SBAD SHEETS
ENGINEERING DEPARTMENT tf1
GHAOING ANO EROSION CONTHOI. Pl.ANS FOR:
CARLSBAD OAKS NORTH
PHASE 2 er 97-tJ
APP~OV_B:,JY: I
. CONRAD C. HAMMANN~ ¥,,..bt , cw 1/e-/Jo 1/y. ~
/. 6Vf' PE 33069P: 06/30/08 CITY ENGINEER bATE , . .
DATE OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY· r:!:.VP
OTHER APPROVAL CITY Al'PROVAL RVWD BY: ~w_ .. -.. • C. T.'91-13 415-91
Xrefs: 9605TP13; 96058MAP; 96058G; 96058GLY; 96058STR; 96058GRO; 9605ASTR; 9605plan; 9605BUTL; 9605AUTL
)
RIM PE:R PLAN
CRATE ASSEMBLY PER DETAIL, 111/S SH ff' '
CMP RISER
(DIAMETER PER
TABLE 111/S SHEET}
CRAVEL
BOTTOM
CONCRETE ANCHOR BLOCK
5 Si!CK/C. Y. CONCRETE
:,
AN71-VORTEX PLATE
3' MAX
l2"MIN. CONC ANCHOR
560-C-3250
DETAIL -DES/LT/NG BASIN OUTLET DETAIL
NOT TO SCALE
0.0. + 4' MIN.
J/8"K l2"K 20' STEEL PLATE
4'BARS _ __.-
ANTI-SEEP RING DETAIL
NOT TO SCALE
12
WELDED
T'rP,
l/2'K 1/2' STEEL STRAP
/If/If 3/8" BOLT
REBAR 1/CLOED
TO STRAP 6' 0. C.
DETAIL -GRATE ASSEMBLY
NOT TO SCALE
NOTE: HOT DIP G-ll VANIZE All srm AFTER FABR/CA T70N
'0 = STANDPIPE DIAMETER PER TABLE 111/S SHEET
STANDPIPE DEWATER/NG HOLE
DATA TABLE
LOT
NO.
IJ
u
(EAST BASIN)
14
(//CST BASIN)
15
16
17
18
(EAST BASIN)
18
(//CST BASIN)
19
Fill AREA LOT 20
FILL AREA LOT 21
FILL AREA LOT 22
FILL AREA LOT 24
Fill AREA LOT B
Z.(p
NOTE!!
ELECTRONIC DATA FILES AR£ FOR R£FERENC£
ONLY AND AR£ NOT TO BE USED FOR
HORIZONTAL OR vFRTlCAl SVR',fY CONTROL
HOLE
DIAMETER
I~ I 1/2'
IN ,.
I ~ 1"
I N ,.
1 ~ ,.
I~ I 1/4"
I ~ /'
f ~ ,·
1 ~ ,.
' ~ 1"
1 ~ ,·
I~/'
I ~ 1•
I~ /'
HOLE
ELE.VATION
I @ 389.5
I @ 381.5
I @ 481.5
I @ 486.5
I @ 445.0
I @ 443.0
I@ 470.8
I @ 469.8
I@ 470.0
I @ 469.0
I @ 458.0
I @ 456.0
I @485.0
I @ 484.0
I @ 481,5
I@ 480.5
I @ 476.0
I @ 475.0
I @ 451,0
I@ 450.0
I @ 4JJ.O
I @ 4J/,O
I @ 391.0
I @ 395.0
I @ 379.0
I @ 371.0
I@ 424.0
I@ 4220
STANDPIPE
60'
24'
z4•
24•
24"
JG"
ta·
18"
24'
18"
24•
zr
24"
24·
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
fa)(: 760-931-8680
www.odayconsultants.com
Clvil Engineering
Planning
Processing
Surveying
DESIGNED BY: AV. H,R.
DRAWN BY: T.G., G.M.
PROJECT MGR.: T.0.C.
ENGINEER OF WORK:
~
TIMOTI,Y 0, CARROLL, JR.
DATE: FEBRUARY 2006
SCALE: AS SHOWN
JOB NO,: 96-1005
DATE:
RCE:
10'± OC 10'± 0C
!Y"'L'.'cL'c=,L:,,,,C""-L:,.,L:,..,q,,p,L>L,.L:,,.L'-6.,"-6,"'-",_LUl_ •
5' X /,33 LB/FT 'r POST
W/BUR!AL WING (TrP.)
OR O llfER S TAK/NC
M£1/-!00 AS APPROVED BY
ENC/NEER/NC IN SPEC TOR.
ENVIRONMENTAL FENCE
NOT TO SCALE
<o
,,.--ORANGE
CONSTRUCTION
FENCE
ANCHOR A TfACH POST (TrP.
2• K 2• IIVOO POST ENVIRONMENTAL FENCE
SILT FENCE TO BE PLACED /' BEYOND
1/-1£ UL TIMA TE LIM/ T OF CRAOING.
---
cfVTVRE '\ /' MIN.
GRAD/NC \
\
PLACE FILTER FABRIC1
MA TER!AL ON UPHILL
SIDE OF POSTS PER
DETAIL ON SHEET 6. 4' MIN.
TYPE '8' BROW 0/ TCH
PER SORSD 0-75
(MIER£ SHO/fN ON PLANS)
4' MIN. NOT£' SILT FENCE MUST 8£
INSTALLED PRIOR TO
VECATATION REMOVAL
rzow
ENVIRONMENTAL FENCE/SILT FENCE SECTION •
NOT TO SCALE
5'
---=:f%~,Y/2g;W_'=;==_Jsc::c-_ LEVEL LINE
I' MIN.
GRADED SWALE O TOP OF SLOPE
NOT TO SCALE
VARIES
LEVEL LIN£ -----
~s I'± <'...r ,w,,y,"'">,,J-
1' MIN.
. "'--TYPE '/3' BROW DITCH
PER SORSO 0-75
SECTION C-C
(SEE SHEET No. 9)
NOT TO SCALE
"AS BUil T" BENCHMARK:
_.-;,:::-_{2,.,(/
T/MOTHYO, CARROLL,JR,
P.E. 55381 EXP. 12/3I/fO
(¼._
8/?>/dJ
DATE
q/31./03
DATE
DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAO, 300 FEET //CST OF
MELROSE DRIVE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71)
ELEVATION: 444.00 M.S.L. DATUM: NCvtJ 1929
;7 /9/09 re
21/0/0'J TC
DATE INITIAL
ENGINEER OF WORK
SEE OESIL TING BASIN
OUTlET DETAIL ,____.-
11,J,, CJIAN6/f t'Ol',4l S!ltrlff N///"18a!.
AS-8LlllT
REVISION DESCRIPTION
CONCRETE CUT-OFF WALL
PER SDRSO 0-72
/' MIN.
2' LIVE «'I ::
TORACE -~ •.
t'M!/i,~ •
2~MAX DEAD ;
STORAGE "
5:/
PLAN
SECTION A-A
DETAIL
B r
CONCRETE CHANNEL
PER SORSO 0-70
BOTTOM IY/0111 = 6'
0/JllET PIPE PER PLAN
CATCH BASIN & SPILLWAY
CONCRETE SPILL WA Y
SIMILAR TO 0-10
NOT TO SCALE
6'
SECTION 8-8
DETAIL
CONCRETE SPILLWAY
NOT TO SCALE
I SJET I CITY OF CARLSBAD SHEETS
$11 ENGINEERING DEPARTMENT
GHAOING ANO £HOS/()/( CONTROi. PU.NS FOH:
CARLSBAD OAKS NORTH
PHASE 2
CT 97-IJ
APPROVED BY: ~ . CONRAD C, HAMMANN,Q1!. 1,j,,jo,
1•~1,I. ,ta/,() t:.,AI
flt; 0../ Jw PE 33069 EXP: 06/30/08 CITY ENGINEER DATE
7 7 .
DWN BY: DATE INITIAL DATE INITIAL CHKD BY· G"P PROJECT NO. DRAWING NO.
OTHER APPROVAL CITY APPROVAL RVWD BY: 4W C. T. 97-!J 415-91
1:\961005\Submit\Phase 2\061101 Grd, Imp, Mop\9605BG03.dwg Oct 31, 2006 1:44pm
Xrefs: 9605BG; 9605AN
,:p,1,i:
i' -~ :_ {!:!,: t
i I' !J '
)
102709
:· . . I!
012601 I •
i •
I
I
I
r
r
-----------!---~~--------~ ---------~-~-·--~ ----______./ -------------~----------------------------------------~-----
I
NOTE!!
ELECTRONIC DATA ALES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERllCAL SURVEY CONTRa
C~/~~TS
2710 Loker Avenue West Civil Engineering
Suite 100 Planning
Carlsbad, Colifornio 92010 Processing
760-931-7700 Surveying
Fmc: 760-931-8680
www.odayconsultants.com
F~ C
I \
Rl}IOVj EXIST. \_
EN 'OM NTAL rNC~
~
; , ________
DESIGNED BY: A.V. H.R.
DRAWN BY: T.G. G.M.
PROJECT MGR.: T.0.C.
ENGINEER OF WORK:
~ ,,.---c. CA TIMOTHY 0. CARROLL, JR.
DATE: FEBRUARY 2006 "AS BUil T"
SCALE: 1· = 50'
~JR JOB NO.: 96-1005
P.E. 5538 I EXP.12/31/10
.
~EV~lel. DATE:/?/lofj,l__
JPECTOR RCE: 55381
el-Wd/'
DATE
1/i~Joq
• DATE
®
BENCHMARK:
DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORll/ SIDE OF PALOMAR
AIRPORT ROAD, 300 FEET WEST OF
MELROSE OR/VE
RECORD FROM: R.O.S. NO. 11271 (PT. NO. 71)
ELEVATION: 444.00 M.S.L. DATUM: NGvD 1929
o. 6
1/
/
/
___,///
Ir(~----
A -+,
/ / I,-,-,---, r,7'-;,,;,L.L/~-,, /
' _/
~~---
~-"' ----
I ( [if~ --I /'_j
~
\ !\ ~0.1 @
t
\ TABL£ 2
REOUIREO TREATMENT
CONTROL BMP TABLE
DESCRIPTION QUANTITY
OESILTING 2 EA
BASIN
/zig 01 re f,t.. ReYl5tf GRA-DtN6 l."TS I 4 1/ t(, c.i' ~£,<.)
2/10 09 TC AS-BUILT ' • I
2/11/iJl re lz.\ R.V!Sol) /JASIN ,t m'OF SLOP~ s'. ~'•1 e,,J
1/22/07 n: /1\ R€VI$/;/) GRAL>IIJG 5J , .. ,, e,w
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
1:\961005\Submit\Phase 2\061101 Grd, Imp, Mop\96058G04.dwg Oct 31, 2006 1:19pm
Xrefs: 96058MAP; 9605ASTR; 9605AUTL; 9605BGRD; 9605BSTR; 9605BUTL; 9605TP13; 96058G; 9605PLAN
1/f,/,,> 6~f
• ./)
~ fin ~
S'i•,, ~ DATE ~ITIAL
CITY APPROVAL
o· 100' ---50
SCALE: 1" = 50'
CJ-.
I SH:,ET I CITY OF CARLSBAD I SH;T;~ ENGINEERING DEPARTMENT
CHAO/NG Pl4NS FOR:
CARLSBAD OAKS NORTH
PHAS£ 2
CT 97-IJ
APPROVff.J: ,/
CONRAD C. HAMMANN.~. l?i 111,h, ,,,.,, 1 ~
PE 33069 EXP: 06/30/08 CITY ENGINEER DATE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY, GVP
RVWD BY: G'N C. T. 97-13 415-91
-~~.!. i:. ---' f --
!
i
.~I -
I .
i 102709
070207
TABLE 2
REQUIRED TREATMENT
CONTROL BMP TABLE
.r
/ ;;:::-,,.%
'
/
/' ~
/ I ,~Q I ,__
I L-I=--:::: ==·-==-~-=~-
, -----
\ )
" / I
NOTE!!
OESCR/PT!ON
OESILTING
BASIN
ELECTRONIC OATA f7lES ARE FOR REFERENCE
ONl Y ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR 1£RT7CAL SURl£Y CCWTRCX
QUANTITY
f EA
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fax: 760-931-8680
www.odoyconsultants.com
ClvH Engineering
Planning
Processing
Surveying
/
DESIGNED BY: AV., H.R, DATE: FEBRUARY 2006
DRAWN BY: T.G. G.M. SCALE: 1 • = 50'
PROJECT MGR.: T,0,C, JOB NO,: 96-1005
"AS BUil T"
~~c]_,//
TIMOTHY 0. CA~7f:
t-------------_J P.E.55381 EXP. 12/31/to
ENGINEER or WORK:
~ ~ DATE: N/1>,b.6...
TIMOTHY 0. CARROLL, JR. RCE: 55381
DATE
BENCHMARK:
DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET flf'ST OF
MELROSE OR/VE
RECORD FROM: R.QS. NO, 17271 (PT. NO. 71)
ELEVATION: 444.00 !I.SL DATUM: NCVO 1929
--. --
14
, ____ J
=--~_) ' ----r
\ 14
a' I Q'
50
SCALE: 1• = 50'
I.
~==~===~===================t==i===i===t=j ~ CITY OF CARLSBAD SHEETS t====~===+==========================t====t===±====t==j r:LU~;;;;;;~~~E~NG~l=NE=E=Rl=NG=D=EP=A=RT=M=EN~T=~~='·~,, I SHADING PUNS FOR:
CARLSBAD OAKS NORTH
PHASE 2
CT 97-fJ
I:\96.1005\Submit\Phose 2\061101 Grd, Imp, Map\96058G05.dwg Oct 31, 2006 1:18pm
Xrefs. 960.JBG; 9605BMAP; 9605TP13;· 9605AUTL; 96057UTL; 9605ASTR; 96058GR0; 96058UTI_; 96058STR; 9605plan; 9605AGRD
)
· 070207
-,.,_.• /?£Cl!'.
ACCfSS £AS£M£N
P£R FINAL MAP
---
X519J,
SEE SHEET No. 4
NOT£!!
RECTRONIC OATA RlES AR£ FCR REffRENC£
ONLY ANO AR£ NOT TO 8£ (JS£0 FCW
HOOlONTAL CW VERTlCAl St.lRl,£Y CONTRa.
c~/~ft?,,
2710 Loker Avenue West CMl Engineering
Suite 100 Plannlng
Cartsbod, California 92010 Processing
760-931-7700 Surve~ng
fOK! 760-931-8680
www.odoyconsultonh.com
@
54?.7
£WA TfR/NG HOLf
CMP R/SfR W.: OATA TABlf S
®
OPEN SPACE
'\.
Cl .
llc,
C)
"' 4994X ~
}--.
-::,--,
(2)
_,.--1,-----------------7 ,,,_ ....... -..... ~ ,,
if.,..;..--~--11 F
I
I
I
I
I
I
I
I
I
I
I .
I
y-sueqvJSXf/'I
"5
'44,?,4
X '-'-149 r
~ ./ ·. 5£0 10' WIOE-(RIVAT£
/NAC£ £AS£1,(£NT '-
'1'1r
1o1°0;it1» 64.0 ~ ), y r~~4~;~1i:1~it: ><
i. (sr rE.__1~2.lf" ,, ,, --------
148
trw.~'"" ,1/
f\. / "-,,,, 9.o'/. 45 ,,-,., £, 0 147 ,,,-, or
/ ' ;O
' ~__,
--~~~>;'i~:-_, ,46:l·0o l S££ !IIPROV£M£NT 1~:,A5~5.0
FOR STORM ORA, .,; r• 1.»
)
'
-,?"fl,.~ ---
I
I
"0-____-469-' ----~fy
Q · 55.J' -----
~,\=-=:~-~--~~'?"~~-~:~.:.:.::s~~;~~~~1;~;.:,:;~j~j:j;==,:Z;==~===l~====~;;;:s::~~:=2==:t~r-711. , 4°
~ ' _,..;,......,-µ~-.......:"'""-f-----77~~1 2:( MAX --· ---
' . --
,,-,11--.._ ... ,,-'
" X
<, ,;,/ 144 .·
'
Ki~· ,r ·. 143 ~.A~~l~~-......... ~~......,.,,,~~-""'"""-.A,1;~~"'M ' . I ' ~~--r-~~~["0;~ I, '-=--===:-:::: '
,, i lk ~ j . · 1: , \ --• "'-· "----~''---,-~--~ • i'c --. -1;;
'-
----
a·
I 501
SCALE: 1 • = 50'
TA8l{ 2
R£Ql/lR£O TREATMENT
CONTROL BMP TABLE
OESCRIPTION QW.Nllrt
OESILT/NfJ '£A 8.J.S!N
SEE SHEET No. 5 ~ CITY OF CARLSBAD 1------+--t----------------;----t------t---t---t LU ENGINEERING DEPARTMENT
l----+--+------------------j---t---1-----i------,
SHEETS
!jff
Gf?Af)ING Pt.ANS FOR:
DESIGNED BY: A.V., H.R. DATE: FEBRUARY 2006 II AS BUil T" BENCHMARK: CARLSBAD OAKS NORTH
PHASE 2
DRAWi-i BY: T.G., G.M. SCALE: ,· = 50•
PROJECT MOR.: T.O.C. JOB NO.: 96-1005
ENGINEER OF WORK:
~Cd DATE: !f/:,/4,7
TIMOTHY 0. CARROLL, JR. RC£: 55381
~c?_A
TIMOT#Y 0. CARROLL, JR.
P.E.5538! EXP .. 12/31/10
REVI/.WE.J BY ... I , ~ : ..
1(.is0EcroR
s/r/o/
DATE
1 /z.1./i,q
DATE
DESCRIPTION: 2" AlUMINUM 0/SC STAMPED CPS CONTROi.
PT. 2002
LOCATION: IN SIDEWALi( NORTH SIDE Of PAlOMAR
AIRPORT ROAO, JOO fill 14EST OF
MEI.ROSE ORIV£
RECORD FROM: R.O.S. NO. 17211 (PT. NO. 71)
ELEVATION: 444.00 M.S.L DATUM: NG'vV /929
I: \961005\9605BG06-CC1.dwg Apr 20, 2007 12: 2 ✓pm
Xr·efs: 9605B1"1AP; 96058G; 96057UTL; 9605ASTR; 9~058GRD-CC1, 9605BSTR; 96058UTL·-CC1; 9605plan; 9605TP13; 9605BUTL
I
':\027U9
070607
) ,
\
@
fill SITE
TA8l£ 2
HEOIJIREO TREATMENT
CONTROL OAIP TAO££
OtSCRIPTION QUANTITY
OESILT/N/J 5 EA
9AS/N
NOT£//
ll£CTRON/C OATA fll£S ARE FOH REHR£NC£
ONl Y ANO AR£ NOT TO 8£ USED FOi?
HORIZCWTAl OH VERllCAl SVRI-CY CCWTROi.
,~~??~,,
2710 Lokor Aven1Jt West Clvn Engineering
Suite 100 Planning
Carlsbad, Colifomia 92010 Proceesing
760-931-7700 Surveying
fox: 760-931-8680
www.odoyconsultonte.com
\ ~~ %~
'"JI":' ~
"' ,>o C,
EF , ,~
WAY)=,15,1,0
(fl/', IN)=#J.8S
(P!Pt 0/Jt):#J.
'P RISFI? w; Vl'WA/l ·
'( NspT,.'A/l .t i,AT..I 9· OP=45J.O
=450.0
=i .u
-/ .......,....--;--
~
4z1
.......
fi
....._,'---SUBORAIN P£R
SOILS REPORT
X .f048
CM/> RI, ~ OLES
'Sff O 0A 'A TA8l 9
__.JJLL=" FS=,122.0
Fl=i/9.0
Fill £
MOD. TYPE 'f' C.8. ,t SPILLWAY
----1------';SFF OFTAILS $HT. S 711:,121.9
Fl ($PILLWAY};#2l.O
Fl (PIP, IN):,1/8.2S
~ Fl (PIP, 0/JT): 7.90I--~
-....:::
PC'iS .6,1 .... / --
..,,. ___
I
I
I \
I \
l~ ~ i ij
I \
\ I \
I I \
I elf
I I
I \
I I \
,, /'
S££ SHEET No. 4
DESIGNED BY: A.V., H.R. DATE: FEBRUARY 2006
DRAWN BY: T.G. G.M. SCALE: 1· == 501
PROJECT MGR,: T.0.C. JOB NO.: 96-1005
ENGINEER or WORK:
~Gi DATE:.S"hhz_
TIMOTHY 0. CARROLL, JR. RCE: 55381
"AS BUil T"
~~-.U TIMOTHY 0. CA'RoLL,JR.
P.E. 55381 EXP. 12/31/to .
RE~.ED i~
✓ '• j i:.
rnSPECTOR
11/q"o/
DATE
q/zi/ioq
-i DAE
BENCHMARK:
DESCRIPTION: 2• ALUMINUM 0/SC STAMPED CPS CONTROi.
LOCATION:
PT. 2002
IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAO. JOO F£ET f/EST OF
MELROSE: OR/VE
RECORD FROM: R.O.S. NO. 11271 {PT. NO. 71)
ELEVATION: 144.00 M.S.L. DATUM: NGVO 1929
,t NTA/4
=,118.0
-,1 .
,169.5
Fl (SP/4 Y)<',/~'9,0 (!'IP. 0"1~ -i. (PIP, f):,t .9 ')___--~---
62 9• .. 24
f/Cp' 0 Jt.91' X 2 t MA
t
t
~ t ;z
~
I
' I
\
I
\ .,_
\ ...
@
4.1 AC.
40~ S!J RECIPROCA(
ACCESS, lASElrf.£NT
PER \NAL !.!AP ·,
V, ' 0
o·
\
~@)
: 14
I-~
~D,
100'
50
SCALE: 1 • = 50'
L.-----'.:: $£ 2 'BOUNDARY I t
' R£IIOV, EXIST.
ENV/RONl.l[NTAl FENCE
,,I w==.j.._ __ _
1----l---1-----------+-+--+--t--11 sH,EET I CITY OF CARLSBAD ~
ENGINEERING DEPARTMENT ~
AS·tJ/1/LT
1 REVISF:O CRAO/NG
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION O11,ER APPROVAL CITY APPROVAL
I: \961005\9605BG07-CC1.dw,g Apr 20, 2007 12: 26prn
Xrefs: 96058MAP; 96058G; 9605ASTR: 96058GPD-CC~; 96058STR; 9605TP13; 96058UTL-CC1: 9605plon; 9605CGRD-CC1: 9605BUTL
~OING Pf.ANS FCW:
CAHLSBAO OAKS NORTH PHASE 2 er r11-1J
APPROVED 8t)J 1
PE 33081 EXP: 06 30 08
DAVID A. W\USER _J/__r/01
CITY ENGINEER DATE
OWN BY: __ _ PROJECT NO. DRAWING NO.
CHKD BY: __
RVWD BY: C. T. 97-13 415-91
)
102709
070607
NOTE!!
ELECTRONIC DATA FILES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR VERllCAL SIJRVEY CONTROL
CONSULl'
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-9.31-8680
www.odoyconsultant9.com
C!vn Englneoring
Planning
Processing
Surveying
DESIGNED BY: A.V., H.R. DATE: FEBRUARY 2006
DRAWN BY: T.G. G.M. SCALE: 1• = 50'
PROJECT MGR.: T.0.C. JOB NO.: 96-1005
"AS BUil T"
~u~ ~~?
TIMOTIIY 0. CARR()Ll, JR.
,------------, P.E. 55381 EXP. 12/Jrj!O DATE
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR. RCE: 5
1f.,.ja1
DA E
BENCHMARK:
DESCRIPTION: 2' ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET lff'ST OF
MElROSE DRIVE
RECORD FROM: RO.S. NO. 11211 (PT. NO. 11}
ELEVATION: 444.00 M.SL. DATUM: NCVO 1929
.
IZ/Y/1.7!) TC, h\ kl11.re" , 'I. /,. ,f/keff 1(/M_ 1z/2<1/41
2/10/09 re . AS-/3UllT . ,' .
f/22/07 rt f1\ R•Vl5€0 li/?A'Olt{(i 5L~1
DATE INlTIAL / 0,<J[
6,-J
c.vf
'15
--~ -~
-C' 0,
/f'y
'~ ~
11
r,
...
I SHBET I
O' 100' ---50
SCALE: 1" = 50"
TABLE 2
REQUIRED TREATMENT
CONTROL BAIP TABLE
DESCRIPTION QUANTITY
0£SILTIN6 2 EA
BASIN
CITY OF CARLSBAD SHEETS
!J fl ENGINEERING DEPARTMENT
6/?AOING Pl.ANS FOR:
CARLSBAD OAKS NORTH
PHASE 2
CT 97-fJ
1:~~0VjjJY:1i ,fr,~l,o G-• 111 CONRAD C. HAMMANN,~. I Lr.,{!, . . 1./1 PE 33069 EXP: 06/30/08 CITY ENGINEER DATE
'¥3i.111• JLJ DWN BY:
INITIAL DATE VINITIAL CHKD BY: c;;vP PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: GW C. T. 97-13 415-91
I: \961005\Submit \Phase 2\061101 Grd, Imp, Mop \9605BG08.dwg Oct 31, 2006 12: 58pm
Xrefs: 9605BMAP; 9605BG; 9605ASTR; 9605BGR0; 96058STR; 9605BUTL; 9605TP13; 9605pl□n
ll J' ·l! _; , __ :: _} :--1u~--;
' . ' I
i
f
-~· i
'
)
i ;c
' I
I
_i -
\102709
i -
. '. 070207
•
1012601 }
NOTE!!
El.ECTRONIC OATA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR 1£RllCAL SURVEY CONTRa.
32
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-9.31-7700
Fa)(: 760-9.31-8680
www.odoyconsultonls.com
I
C!vll Engineering
Plannlng
Processing
Surveying
DESIGNED BY: A.V. H.R. DATE: FEBRUARY 2006
DRAWN BY: T.G. G.M. SCALE: 1" = 50' ~
l------------------1 P.E. 5538! EXP. f2/3ljto
PROJECT MGR.: T.0.C. JOB NO.: 96-1005
"AS BUil T"
ENGINEER OF WORK:
~~ /1,
TIMOTHY 0.011,JR. RCE: 55381
~1~
DATE
BENCHMARK:
DESCRIPTION:
LOCATION:
2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET J!FST OF
MELROSE DRIVE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11)
ELEVATION: 444.00 M.S.L. DATUM: NGVD 1929
DATE
ENGINHR OF WORK REVISION DESCRIPTION
I:\961005\Submit\Phase 2\061101 Grd, Imp, Map\96058G09.dwg Oct 31, 2006 12:22pm
DATE
V)
'("1'"\
'("1'"\
INITIAL
V)
:i:.
'("1'"\
'("1'"\
-\
".Z.
0 •
DATE INITIAL
OTHER APPROVAL CITY APPROVAL
Xrefs: 96058MAP; 96058G; 9605ASTR; 9605AUTL; 9605BGRO; 9605BUTL; 9605TP13; 96058STR; 9605plon
;J
o' 1 o'
50
SCALE: 1 " = 50'
GHAOING l'tANS FOH:
CARLSBAD OAKS NORTH
PHAS£ 2
CT 97-!J
APP~OVJ;D BY:~
/Jr, Jl..,/ -
PE 33069 EXP: 06/30/08
CONRAD C. HAMMANN,"1l, t/&pt
CITY ENGINEER DAT
PROJECT NO. DRAWING NO. DWN BY:_~
CHKD BY, EiVP
RVWD BY: C.W , C. T. 97-13 415-91
01260~ J
FUTURE·
@
----
~---;,q~~~~\\
/7),-I
....... .......
NOT£!/
,f'('" .?Q77_
ll[CTRONIC OATA FllES ARE FOR REFER£NC£
ONLY ANO ARE NOT TO 8£ IJSEO FOR
HORIZONTAL OR fRllCAl SIJNVEY C()NlROi.
. fUIOR
22 . .
2710 Loker Avenue West
Suite 100
Cartsbad, California 92010
760-931-7700
Fox: 760-931-8680
www. odo yconsulton ts. com
Clvll En9lneering
Planning
Processing
Sun•e}'ing
DESIGNED BY: AV., H.R. DATE: FEBRUARY 2006 'AS BUILT'
DRAWN BY: T.G. G.M. SCALE: 1 • ~ 50'
PROJECT MGR.: T.O.C. TIMOTHY 0. CARROLL, JR.
1------------------1 RCE 55381 EXP. 12/31/10
JOB NO.: 96-1005
ENGINEER OF WORK: REVIEWED BY:
...,------~~·=~=~~-_ll0~ATf!E~:/M~~!2??2~L ---------
TIMOTHY 0. CARROLL, JR. RCE: 55$81 INSPECTOR
DATE
DATE
SEE SHEET. No. 7
EXIST. PUBLIC STREET &-
PUBLIC UTILITY EASEMENT
PER F/N 2(}{}7-0(J/7586
REC. JAN. 23, 2C/f)7
BENCHMARK:
t
i
--,..-1 __ _
1 "3.25'
~ ,~er.
~ EXIST. PHASE 2/J 80/JNOANY I LIN£ ,t LOT {,I LOT LIN£ {TO
8£ AOJ/JST£0 PEIi ADJ 09-XX}
DESCRIPTION: 2• ALUMINUM 0/SC STAMPED CPS CONTROi.
PT. 2(}{}2
LOCATION: IN SIOEWAlK N0/1171 SIDE OF PALOMAR
AIRPORT ROAL), JOO FEET ~ST OF
MELROSE DRIVE
RECORD FROM: R.QS. NQ 17271 {PT. NQ 11}
ELEVATION: #{(}{} M.S.l. DATUf.4: NCvO 1929
ff/07~ TC ~ ADDITIONAL SHEET
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
I: \961005\96058G10-CC2.dwg Dec 15, 2009 7: 52am
J ,tfi41~1 ml
DATE INITIAL
OTHER APPROVAL
l~/,o
DATE
I
f ,w ~--~~5-0 iiiiiiuiiiiiiiiii~
SCALE: 1. ~ 50'
PVT. STORM DRAIN DA TA
KOO DELTA/BEARING RADIUS LENGTii REMARKS
1 N ./.J76'10" E 12.91' 24' HOPE
2 N 4J76'10' E 37.07' • •
J N ff"17'o6" E TP.00' • •
l N 11'2511' E ff.09' 18' HOPE
TABLE 2
RE()(J/REO TREATMENT
CONTROi. Bl.IP TABLE
OESCRIPTION Ql/ANTITY
DESllTING 2 EA
BASIN
UQJ CITY OF CARLSBAD UL] 0 ENGINEERING DEPARTMENT I
CHA/JINC Pt.ANS Fr:¥7:
CARLSBAD OAKS NORTH
PHASE 2
CT 91-IJ
~: L , iJJ.. ,m>. i/ii/it lffo . "JA ." /l.(,(f,f/'3,rl,.y10 A HAtisER t ~
PE 33081 EXP: 06/30/08 CITY ENGINEER -I~
al"' DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: CW
CITY APPROVAL RVWO BY: CW C. T. 97-13 415-91
Xrefs; 9605GG; 960~□UTL -CC1; 9605ASTR; 96058S IR; 9605BGRD-CC2; 9605TP15; 9605CGR0-CC1; 960:JBGRD-CC1; 9605AUTL; 960:JBMAP
' 1, ' I' ': ,,
I I[
NOTE/I
ELECTRONIC OATA FllES ARE FOR REFERENCE
Cill.Y ANO ARE NOT TO 8£ IJSEO FOR
HORIZCINTAl OR VERllCAl Sl!RICY CONTROi.
0
QfESS/
0
,-.: "' "' --. z ~ ftj ..-• 55381 .::0
• 12/JT/10 *
/VI\. ~~~
OF CA\.l~CJ
rush
·. INSTALL PY[/ H£,40WAll.
PEit SOltS RfPONT-_,,;_• ---i
C~~~TS
2710 Lokar Avenue West Clvft Enginee,-lng
Suite 100 Planning
Carlsbad, California 92010 Processing
760-931-7700 Surveying
fax: 760-931-8680
www.odoyconsultcnts.com
CESIGNEC BY: A.V., H.R. CATE: FEBRUARY 2006
CRAWN BY: LG. G.M. SCALE: ,. ::,: 50•
PROJECT MGR.: r.o.c. JOB NO.: 96-1005
ENGINEER Of WORK:
~~4 TIMOTHY 0. CARROLL-:-.1 -
CATE:/#.'1-
RCE: 55 1
SEE SHEET No"'J 8 o'_,
' ' \
@
anRAIN , £)(/ST. 5Uow :_..,----
I
"AS BUil T"
TIMOTHY 0. CARROLL, JR.
RCE 55381 EXP. 12/31/10
REVIEWED BY:
INSPECTOR
DATE
DATE
BENCHMARK:
DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROi.
LOCATION:
PT. 2002
IN SIDEWALK NORTH SID£ OF PALOMAR
AIRPORT ROAO, JOO FEET lfEST OF
MELROSE OR/VE
RECORD FRCM: R.as. Na 17271 (PT. Na 71)
ELEVATION: 144. 00 M.S.L. DATUM: NCVO 1929
I
~ 1~
~~~50!iii-iiiiiiiii~
SCALE: 1 • = 50'
I/ ,, C
1/
~ .......
PVT. STORM DRAIN DA TA
u,iQ. DELTA/BEARING RADIUS LENGTI-1 REMARKS
1 N 86"32'/Jti" E Jl.07' 24" HOPE
2 N 86 "32 '06 • E 46.00 J6" RCP
TABLE 2
H£QUIH£O TH£ATM£NT
CONTROL BMP TABLE
DESCRIPTION Qf/ANTITY
0£SllT!NG 2 £A
OASIN
~ CITY OF CARI.SHAD ~ l.---1---+----------------11---t----t---t----J LlLJ ENGINEERING DEPARTMENT LlLJ L--1----1--------------+---+--+---ll----1
alAOINC Pf.ANS FCW:
CARLSBAD OAKS NORTH
PHASE 2 er 91-1J
DATE DATE INITIAL DATE INITIAL
OWN BY: __ _ PROJECT NO. DRAWING NO.
ENGINEER or WORK REVISION DESCRIPTION OTl-iER APPROVAL CITY APPROVAL
CHKD BY: CW
RVWD BY:cw
I: \961 005\9605BG11-CC2.dwg Dec 15, 2009 7: 54am _ _ "
Xrefs: 960:JBMAP; 96050G; 9605AS-IR; 9605BGRD-CC2; 9605GSTR; 96058UTL-CC1; 9605TP15; 9605plon; 96058GRD-CC1; 9605CGRD-CC1, 96050GRD-CC2
C. T. 97-13 415-91
NOT£!!
ELECTRONIC OA TA RLES ARE FOR REFERENCE
ONL y ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL
()f ESS
'-' -I< (.,<}......, .. Q -. %. ,.,
NO. 55381 i:J
EXP. 12/31/06 *
J' '¥;-(' Ci V\\. ,%"<-
OF CAI.I~()~
t /
·f
ti I . !
' i
'
(j)
C~/~T s
2710 Loker Avenue West Civil Engineering
Suite 100 Planning
Cnrlsbad, California 92010 Processing
760-931-7700 Surveying
Fax: 760-931-8680
www.odoyconsultants.com
DESIGN ED BY: A.V., H.R. DATE: FEBRUARY 2006
DRAWN BY: T.G. G.M. SCALE: AS SHOWN
PROJECT MGR.: T.O.C. JOB NO.: 96-1005 .
P,E.
ENGINEER or WORK: REVIEWED -;-e;...,/ DATE*i4(
TIMOTHY 0. CARROLL JR. RCE: 55381 INSPECTOR
"AS BUil T"
EXP. DATE
BY:
.. ----. . --·---· -
DATE
j ®
BENCHMARK:
DESCRIPTION: ;," ALU, r, PT.
2
~'NIJM DISC STAMPED CPS CONTROi
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO rTET ilfST OF
MELROSE DRIVE
RECORD FROM: R.O.S. NO. 11211 (PT. NO. 11)
ELEVATION: 444.00 M.S.L. DATUM: NCVD 1929
DATE INITIAL DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL
I: \96' 005\Submil\P(use 2\0611n1 Grd
0' 25' 100'
50 200'
SCALE: 1" ~ 100·
APPRDVEP, B'~:~
8t: ~ ~
CT 97-13
CONRAD C. HAMMANN ,:JlZ • u/ufo,
PE 33069 EXP: 06/30/08 CITY ENGINEER DATE
DATE INITIAL
CITY APPROVAL
DWN BY:
CHKD BY: 61Jf"
RVWD BY: ,:;,W
PROJECT NO. DRAWING NO
C. T. 97-13 415-91.