HomeMy WebLinkAboutDWG 475-5B; SDP 12-03; LA COSTA OAKS 3.2 DAYCARE; 01-08GRADING r OTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 1.5. 16 OF THE CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHEF? PLANS PREVIOUSLY APPROVED BY THE CITY OF
CARLSBAD REGARDING GRADING SI/OWN ON THIS SET OF PLANS.
2. APPROVAL OF Tl/IS 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 ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR Tl/£ CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO 7HE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF
INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL
INSURED ON THE PERMITTEE'S POI.ICY IN THE MINIMUM AMOUNT OF $1,000,000.00
FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY
.MUsr HAVE A RATING OF "A-" OR BmER AND A SIZE CA/fGORY OF Cl.ASS Vii OR BWE:R
AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING
WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE
BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN TI/E REVISION BLOCK, ON THE APPROPRIATE
SHEET OF THE PLANS AND T/-IE TITLE SHEET
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED
BY THE CITY ENGINEER.
10. Tl-IE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BU/l.T CONDITIONS BY THE
ENGINEE:R-OF-·WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SI/ALL BE MAINTAINED TO THE
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOIL'S REPORT COMPRISED OF: (A)
SUMMARY SHEEI, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES,
SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE
SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO
WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADI/ERENCE
TO RECOMMENDATIONS OUTLINED IN TH[ SOILS REPORT IS REQUIRED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER
THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL
OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WIT/-/ THE CITY OF
CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS"
ATTAC/-/ED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION
REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONST/?UCTION MEETING SHALL BE HEW AT THE SITE PRIOR TO THE BEGINNING
OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF Tl-IE
WORK. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING BY CALLING
.THE INSPECTION LINE AT (760) 438-3891 AT LEAST (5) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MffTING WILL 13£
J4AQf BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LIN£ AT Jl®l 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.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SliORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY l'/0 HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A
DETAIi_ PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE
DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF
WOFIKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUC/i TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. 7H/S PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (51 OR
i /ORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCA i/ATION. IF THE PLAN VARIES FROM THE SHOR/NQ SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REG/5rERED
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO TIIE INSPECTOR PRIOR TO EXCAVATION.
1 ~. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CIT( OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WFLL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF AIJY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AR[A
DURING CONSTRUCTION OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMIITEE
WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
GRADING NOTES (CONT.)
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF /HE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR
.STREET ARDIS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS
THE PIPE WILL BE PLUGGED W/7H CONCRETE OR REMOVED AS APPROVED BY THE
CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE
GROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHD\D OF
GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT
THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES
AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7343
PACIFIC BELL -SBC COMMUNICATIONS (800)892-0123
ADELPHIA COMMUNICATIONS (760)438-7741
CITY OF CARLSBAD (STREETS & STORM DRAIN) (760)434-2980
VALLECITOS WATER DISTRICT (SEWER & WATER) (760)744-0460
CITY OF CARLSBAD (RECLAIMED WATER) (760)438-2722
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS
ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND
CONTROL Tr/£ WORK IN PROGRESS { 15. 16. 120 A.BJ CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT:::: THE FOLLOWING R[PORTS
MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR
{15.16.120 A. 10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING
IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION
ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND T/-IE APPROVED
PLANS (OBTAIN SAMPLE OF COMPLIANCE LITTER FROM CITY ENGINEERING
DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED
SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY
OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. TI/E
REPORT SHALL ALSO INCLUOE A STATEMENT BY THE SOILS ENGINEER
THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS
AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
.35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE ( 1) YEAR
AFTER THE CITY ENG/NEER•s APPROVAL, 7HESE PLANS MAY BE REQUIRED TO BE
RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY
SUCH RECHECK.
36. THE SOILS REPORT TITLED VIL/AGES OF LA COSTA "THE OAKS"
PREPARED BY GEOCON AUGUST 3, 2001, UPDATED LETTERS JUNE 14,
2005 AND JULY 20, 2005, AND SITE SPECIFIC SOILS REPORT
PREPARED BY EGA CONSULTANTS DATED OCTOBER 12, 2007, AND
UPDATE LETTER DATED AUGUST 22, 2014, SHALL BE CONSIDERED AS
A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
37. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED
TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE
ADDED TO THE SATISFACTION OF THE CITY ENGINEER.
STREET NOTES
1. 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 Tl-IE FIELD OF APPLIED SOIL
MECHANICS; ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESIS AND
Tf/E ENGINEERED STRU,CTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAY.S. BEFORE .THE WORK BEGINS.
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 L/Gf/T
FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. ALL /JNDERG'RO/JND UTILITIES AND LATERALS SI-IALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC OR
HDPE 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 SDR 35 SOLID WALL PIPE.
5. WHERE 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 D.3 OF THE CITY OF
CARLSBAD LANDSCAPE MAN/JAL.
PRECISE GRADING VALLECITOS WATER DISTRICT
GENERAL NOTES
I. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER
LINES SHALL HAVE A MINIMUM COVER OF 5 FEET.
LA COSTA OAKS NORTH
2. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO
CONSTRUCTION.
VALLECITOS WATER DISTRICT. .......................... 1-760-744-0460
COX COMMUN/CATION ....................................... 1-800-227-2600
SDG&E .............................................................. 1-800-227-2600
PACIFIC BELL ................................................... 1-800-227-2600
UNDERGROUND SERVICE ALERT ...................... 1-8D0-227-2600
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF
ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM
3.2 DAYCARE
FROM DAMAGE. THE ACTUAL LOCA7lON AND DEPTf-1 OF ALL EXISTING WATER AND SEWER ':;.,
LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT ,, \ l ';;;
TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TC \ \ t
T/1E DISTRICT FOR APPROVAL.
\ \ s 4. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE 1, \\\~ •"-~.-,';;,':;~,/
RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. ~ \ r.f,1fil/ ros IAGQoN if~ -, \°'I ~c.f/'\ COST" ~ •
5. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF THREE (3) o \ \ LA I Av,· .p ,.,
WORKING DAYS PRIOR TO CONSTRUCT/ON. ':'-;,0 ;} ~ ,>'-.~ "a 1,'! c;}\
6. A SIGNED SET OF PLANS DOES NOT IMPLY THAT CONSTRUCT/ON MAY BEGIN. THE "' " ·----u
CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT ENG.NEER/NG DEPARTMENT ,n.A
TO CONFIRM. \ ~-
~.._" 7. ALL WORK DONE IN OR NEAR VALLECITOS WATER DISTRICT FACILITIES SHALL BE DONE
ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS OF THE VALLECITOS WATER DISTRICT. VICINITY MAP
8. PRIOR TO CROSSING EXISTING WATER OR SEWER FACILITIES, CONTRACTOR SHALL SUBMIT
EQUIPMENT SPECIFICATIONS, WEIGHT AND DEFLECTION CALCULATIONS FOR APPROVAL.
N. T.S.
9. CONTRACTOR SHALL VERIFY AND REQUEST CONSTRUCTION WATER SOURCE AND AVAILABILITY PRIOR TO START OF GRADING.
10. STATE HEALTH DEPARTMENT REQUIRES CERTIFIED BACKFLOW DEVICES ON ALL HARD PLUMBED CONNECTIONS TO DISTRICT CONSTRUCTION METERS.
11. ACCESSING OR WORKING WITHIN VALLECITOS WATER DISTRICT EASEMENT REQUIRES INSPECTION.
12. DISTRICT SHALL ASSIGN AN INSPECTOR FOR GRADING JOBS WHERE DISTRICT FACILITIES ARE IMPACTED.
13. A BLASTING PLAN SHALL BE SUBMITTED FOR DISTRICT APPROVAL PROIR TO THE USE OF EXPLOSIVES NEAR DISTRICT FACILITIES.
SOILS ENGINEER'S CERTIFICATE
I, ________ , A REGISTERED GEOLOGIST AND CERTIFIED ENGINEERING GEOLOGIST
IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY GEOCON OR UNDER THE DIRECTION OF GEOCON
BETWEEN THE DATE'S OF AUGUST 3, 2001 AND JULY 20, 2005 AS SHOWN IN REPORT TITLED
VILLAGES OF /A COSTA "THE OAKS" PREPARED BY GEOCON AUGUST 3, 2001, UPDATED
LETTERS JUNE 14, 2005 AND JULY 20, 2005. SITE SPECIFIC SOILS REPORT PREPARED BY
EGA CONSULTANTS DATED OCTOBER 12, 2007, UPDATED AUGUST 22, 2014. TWO COMPLETE
COPIES OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAVE BEEN SUBMITTED TO THE OFFICE or THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE PRECISE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
PRECISE GRADING PLANGS NYD SP.£,. C. /FICATIONS. ... ,·,_; • }'~' . --==' . --_2 fi. BLt 5 /4"-"\EfllEE_~~ ~,_uv( ,__.:..;;;_ __ h'v..0r~'--iJ" . (J,." n•TE ·-"%:'.I -•//!ii • ,,, DAVID WORTHINGTON "'"'' , fJfr",. '• ·f:, C.E.G. NO. 2124 EXP. DATE: 11/2016 * tq /!/,,i110,1 1;,
·Ct:r,2J;c _,
"DECLARATION OF RESPONSIBLE CHARGE"
,,,. I.ii,,,~,, J *
--:,.,,\ £vr;;11,l!i"'/J~t\b ·y~~ Gfot~ ?if,() \
,;f.,~0-..._ Gl$f .. ~?' ~ ,. ,,_,-,:-C,'\I if0" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I -, .•..
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: HUNSAKER & ASSOCIATES
ADDRESS: 9707 WAPLES STREET
CITY, ST.: SAN DIEGO CA
TELEP': (858) 558-4500. _____ _
BY: , ·-.....# X ~ DATE: _J/j.-,::Jkc.,_rc:._r ___ _
/~MONO L. MARTIN
P.E. NO.: RCE 48670
EXPIRATION DATE: -"6"'--Y,""3""0/'--'-'16'---------
LEGAL DESCRIPTION
VILLAGES OF LA COSTA -/A COSTA OAKS NORTH
NEIGHBORHOOD 3.2 (MS 06-07)
PARCEL 2 OF PARCEL MAP 20359 OF THE
VILLAGES OF LA COSTA -/A COSTA OAKS NORTH
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, NEIGHBORHOOD 3.2 FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAID
SAN DIEGO COUNTY ON SEPTEMBER 20, 2007 AS
DOCUMENT NO. 2007-0617254.
ASSESSOR'S PARCEL NUMBER
223-812-02
OWNER APPLICANT
PPO CARLSBAD LLC
BY ITS MANAGING PARTNER
RED MOUNTAIN GROUP
1234 EAST 17TH STREET
SANTA ANA, CA 92701
{714) 245-7400
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. 368-28
CITY OF CARLSBAD DRAWING NO. 442-1
CITY OF CARLSBAD DRAWING NO. 442-1A
CITY OF SAN MARCOS DRAWING NO. GP-2161
SHEET INDEX
NOTES AND LEGEND SHEET 1-2
PRECISE GRADING SHEET 3
HORIZONTAL CONTROL SHEIT 4
PRIVATE IMPROVEMENTS SHEET 5-6
BIO-RETENTION DETAILS SHEET 7
HYDROMODIF/CATION FACILITY SHEt."T 8
EARTHWORK QUANTITIES*
CUT: 1,938 -CY
FILL: 2,057 -CY
REMEDIAL GRADING: 2,400 -CY
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL
GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT ,
LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS,
ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS,
REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD ENGINEERING STANDARDS.
THIS SET OF PLANS.
RESOLUTION NO. 6887 DATED .JUNE 6 2012.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
1.
2.
3.
4.
5.
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON DATED AUGUST 3, 2001, UPDATED LETTERS
DATED JUNE 14, 2005 AND JULY 20, 2005, AND SITE SPECIFIC SOILS REPORT E;_Y ~GA
CONSULTANTS DATED OCTOBER 12, 2007, AND UPDATE LETTER DATED AUGUST 22, 2014.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY
OF CARLSBAD ENGINEERING STANDARDS.
8. STORM WATER POLLUTION PREVENTION PLAN FOR NEIGHBORHOOD 3.2 -SW 15-019
PREPARED BY: HUNSAKER & ASSOCIATES , WDID NO. 9 37C37208fL.__, DATED 02/06/15 •
9. STORM WATER MANAGEMENT PLAN (SWMP) FOR NEIGHBORHOODS 3.2.
PREPARED BY: HUNSAKER & ASSOCIATES , DATED 02/25/15 SWMP # .......,_15"'"--'0"-"2 __ _
10. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND
DESCRIPTION ..S.TILJ)WG.
PROJECT BOUNDARY
EASEMENT
A.G. PAVING/BASE PARKING AREA (4"AC/4"AB MIN.) Tl=4.5
A.G. PAVING/BASE DRIVE AISLE {4"AC/6"AB MIN.) T/=5.0
REFUSE BIN ENCLOSURE PAD **GS-16
6" TYPE G CURB & GUTTER
6" CURB
6" CURB, TYPE B
REMOVE EXIST. AC BERM
REMOVE EXIST. CURB AND GLITTER
REMOVE EXIST. CONCRETE SIDEWALK
PARKING LOT STRIPING
CONCRETE SIDEWALK
EXIST. CONCRETE SIDEWALK
SIDEWALK RAMP
36' ALLEY TYPE DRIVEWAY
EXIST. V.W.D. WATER MAIN
EXIST. V. W.D. SEWER MAIN
V.W.D. WATER MAIN
V.W.D. WATER METER
V.W.D. SEWER /AT
ARE HYDRANT
STREIT LIGHT
CLEANOUT TYPE "B-5", Y=4'
CATCH BASIN TYPE "G-1"
REMOVE EXISTING 30" CMP RISER
18" HOPE PRIVATE
12" PVC PRIVATE
24" BROOKS BOX OR EQUIVALENT
4" PVC PERFORATED PRIVATE
RETAINING WALL PER
FENCE PER LANDSCAPE PLANS
**G-2, **G-4
**G-1
**G-4A
**G-7, **G-9, **G-/0
PER DETAIL, SHEET 3
*GS-20
SEE V.W.D.
SEE V.W.D.
SEE V.W.D.
SEE V.W.D.
DWG.
DWG.
DWG.
DWG.
**D-10
**D-8
104526
104526
104526
104526
**C-4 AND C-2
SYMBOL
-------·
''''''' ·····••.·.· .... '""" ' :::::,:::::::·::;,,, ,,•.
l·c.:>'..:;.\::.:·; ,··'..,;·1 U: . , .. , , ..
G G;L;,.:~&,;'~,s\ ill
---W---
~,E~-==c
1==-
===0
Ill
II II II --
-X--X--)(-
PAD=379.50/FF=380.25
QUANTITY
10,500 SF
8,100 SF
250 SF
1,597 LF
948 LF
50 LF
1,325 LF
32 LF
160 SF
950 LF
8,630 SF
3 EA
720 SF
8 DI
1 EA
1 DI
1 EA
42 LF
232 LF
3 EA
250 LF
280 SF
PAD ELEVATION/FINISHED FLOOR ELEVATION
STOP SIGN, STOP BAR AND LETTERING
WATER QUALITY SIGN
--u---1 EA
NOTE: EXISTING IMPROVEMENTS PER DWG
NO 368-28 AND 442-1
LEGEND OF ABBREVIATIONS
TOP OF CURB
GRADE BREAK
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
FLOW LINE
REINFORCED CONCRETE PIPE
IMPROVEMENT
CURB INLET
CLEANOUT
CATCH BASIN
v 4 EA * CITY OF CARLSBAD STANDARD DRAWING •• COUNrt OF SAN DIEGO REGIONAL STANDARD DRAWING
FS
NTS
TW
TF
LF
SF
DI
FINIS/-IED SURFACE
NOT TO SCALE
70P OF WALL
TOP OF FOOTING
LINEAR FEET
SQUARE FEET
EACH
ENGINEER OF1
'. --~/Z. ~
j~ND L. MARTIN
WORK
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT /HERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTl?UCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY T/-/RU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIM/IS
OF WORK OF THIS PLAN PER SDRS DWG M19. OWNER'S CERTIFICATE * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE NOT
TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES'.
TC
GB
BC
EC
HP
LP
FL
RCP
IMP
C.I.
c.o.
C.B.
EVC
BVC
FG
ST
RT
END VERTICAL CURVE
BEGIN VERTICAL CURVE
FINISHED GRADE
STREET
i 'if1!!1~0 486 70 EXP.
EENCJf MARI< 9. ALL SURVEY MONUMENTS AND POINIS THAT ARE 0/ST/JRBED BY THIS WORK
SHALL BE RE -ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
* NOTE: FILL QUANTITY INCLUDES EFFECT OF SHRINKAGE
AND BULKING. RIGHT
LT LEFT
HOLIDAYS IS AVAILABLE AT Tl-IE ENGINEERING DEPARTMENT COUNTER.)
21. ALL Off-SITE HAUL ROUTES SHALL. BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL TWO FULL WORKING D\YS' PRIOR TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING' OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON TIIE PLAN.
10. rwo (2) SETS OF SURVEY (CUT} SHEETS SHALL BE PROVIDED TO Tf/E CITY
ENGINEER/NG INSPECTOR.
11. STREET LIGHTS PROPOSED BY THIS Pl.AN ARE PRIVATE. THE PRIVATE STREET
LIGHTS ARE OWNED AND OPERATED BY THE HOA. PRIVATE MAINTENANCE
RESPONSIBILTY IS COVERED BY AN ENCROACHMENT PERMIT, PR 07-76.
ENGINEER'S STORM DRAIN NOTES
AND STAB/Lf"'J OF ;~~JTE-___.
_{_ i,/P~-~=\"""',.,..._· ----s . .;..;:.:-...,R
BY
MANAGER
CARLSBAD ARE DEPARTMENT
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN Tl-IE PONDING OF 1. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN REQUIREMENTS:
MINIMUM ONE PERCENT SLOPE. BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF NUMBER OF F.H. 'S_1_F.FLOW 2750 C.P.M. our OLL F.H. 'S
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE 1-/GL SHOWN
PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY Tl-IE CITY HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE Bl .. ,//,'. S:P•~~. \"' N~F.FLOZW•J!if!JLfil OO•G~.P.M. ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER 1 · 26. ALL. SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM RESPONSIBLE FOR THE REVISIONS.
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY 2. STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE PIPE SOFFIT 4 7RE MIRS/ IL -OATE
CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCED
VALLECITOS WATER DISTRICT
BY:~ .;yz,//1~
VALLECfTOS WATER DISTIi/CT -[/AJE
DISPOSED OF AT A SITE APPROVED OF BY Tl-IE CITY ENGINEER. CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTR) COUPLING OR EQUAL PROJECT LOCATION
2.7. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, THIS PROJECT IS LOCATED WITHIN ASSESSOR PARCEL
WIT/-1/N TEN (10) DAYS OF Tf/E TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS C.361, AND C443. NU'M'"'"R 223_812_02. THE CALIFORNIA COORDINATE THE BASIS OF BEARINGS FOR THIS
BASIS OF BEARINGS
TREATMENT CONTROL & HYDROMODIFICATION
SUS.MP PROJECT PRIORITY: HIGH
BMP TABLE
TYPE DESCRIPTION MAINTENANCE E rn urNc·y OWNERSHIP AGREEMENT SHEET NO. MAINTENANC rnEQ c,
BIO-RETENTION
BASIN
CONTECH CMP
DETENTION
SYSTEM
BIO-RETENTION
BASIN TC-32
WET VAULT
MP-50
PRIVATE
PRIVATE
BMP
MAINTENANCE
AGREEMENT
BMP
MAINTENANCE
AGREEMENT
7
8
AS NEEDED
PER MANUFACTURER
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIA 1'ES
SAN DIECO, INC.
<f/07 Waples Street
S.in Diego, Ca 92'121
PH(858)5584500 · FX(858).558·1414
DE.SCRIPT/ON: ' LOCATION:'
STD. STREET SURVEY MONUMENT
STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 37 7.41 NGVD 1929
REV/EWE[/ BY;-,/
/·~-t: INSPECTOR DATE
~ CITY OF CARLSBAD I SHEETS I
1----l----l----------------t---J---t---,--, L__!_J ENGINEER/NG DEPARTMENT 8
SHOWN ON THE APPROVED GRADING PLANS. '-''-' SURVEY JS THE CALIFORNIA
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY 3. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A INDEX OF THIS PROJECT IS N 1978 E 6268 COORDINATE SYSTEM _ 1983, ZONE VI, l---+---f-----------------1---1---t--1 -7
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR 7HIS MINIMUM COVER OF 1-1/2 INCH OVER THE INVERT REINFORCING STEEL. THE 1991.35 EPOCH, NORTH AMERICAN
l----l----+-------------+----t--t---t---1
PRECISE GRADING & PRIVATE IMPROVEMENT PLANS FOR:
PROJECT, DRAWING NO. 475-5L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc = 5,000 PSI. FOR IMPORTANT NOTICE DATUM OF 1983 (NAD83), GRID LA COSTA OAKS NORTH
3.2DAYCARE PLANNING DIRECTOR. VELOCITIES EXCEEDING 30 FEET PER SECOND, USE fc = 6,000 PSI. BEARINGS BE7WEEN STATION 147 AND
29. TH£ OWNER/APPLICANT SHALL INSURE Tl/AT ALL CONTRACTORS SHALL COORDINATE 4. INLETS TO BE STENCILED TO SATISFY SUSMP AND SWMP. SECTION 4216/4217 OF THE GOVERNMENT CODE STATION 152 AS SAID COORDINATES .
THE WORK OF THESE GRADING PLANS W/Tfl Tl/AT SHOWN ON BOTH THE LANDSCAPE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ARE PUBLISHED IN THE CITY OF APPROVED 7;--T/ di tJ q.-J.-JASON,. S . .C~LfERT
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR 7HIS WORK ISSUED BEFORE A PERMIT TO EXCAVATE WILL b'E CARLSBAD SURVEY CONTROL NE7WORK _ Lj,,,,_,,,.J /. f/o/1/A,.1/'1 .::,, , · .. -,
IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. SOURCE OF TOPOGRAPHY VALID. FOR YOUR DIGALERT I.D. NUMBER CALL ESTABLISHED BY RECORD OF SURVEY 1--7-b_!_~-l--,C)L-fr'l--!I-l~~)\~A~s:---l',-ll_l_t..._,----------t---t---t----t----i '-'~c;1TY;;s;N;G=/~f'l=.t::;,:=E,~R;=p""=E'c-="c6~J-';c7';:=9f-~1~2;~E=c,~~;;c;p;:::;9cc-Y,;3{0i/=7;-;6;i;~;--:::;-;-~.::_::-==-==~~o-="'.::_::TE-=;
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY BY SAN-LO UNDERGROUND SERVICE ALERT AT: MAP NO. 11277 , FILED IN THE OFFICE 1-~=11~-l:.LS~lr=l.!L.,<-\:'..i_jl...',l/~\~v't);L..!..D=!:...:.Sklf'..':T.~. _.ss'--''-,R,X-~~-P.~--w.-~':_-,=:""'-"--w:.:s-rnl-lT-:;_-.~-=-,:;:~-=--=--=--=--=-t-=--=--=--=-tt-~·""l~'t~•:'~:-::.:s::.~~ .. ~~ 'owN BY;_~.--PROJECT NO. DRAWING NO. OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED 7F THE SAN DIEGO COUNTY RECORDER r"-=-'~ 1 $-
PROVIDED D~£~P=TH~IS~L:E:SS~TH:i4:N~l:
5
~p,=£~ET:AN:D~BA:C~KFl:L:L:ED:~~ITH~3~/4~":R~O~C~K~P:ER: __ ~A~ER~l~:4L~S~U!R:VEY:S:(l:-~3~0:-:
9
:
7
)~A:N:D:R:O:U~G:H:G'~RA:D:IN:G:_P~E,~R=D:WG:.~4
2
:'9:-~Z~B=AN:D:
4
:
4
_
2
_-_lA __ J~~~~~T~Q~L~L~F,~R~£~£~8~~J-!!!:.~J=====J=O;N4;•~-_!,,;~~B9R;//=l'i;R=Y=8=,=20=0=2=.=l=E:=N===J~DA;TF~~IN~rr,~1AL~===;;;;;;;~;O~N~~~~~D~A~TE~~l~Nl~TIA~L~iD~l'\~TE~~IN~IT.~IA~L~~c~~K"~o~8B~Y.Y..~: ~·j~',.~_i~.~~~==S~D~P~. ~l?~--~0~3,=~~~4~7~5-~5B~~~ R OLI (2007). TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY ::; ENGINEER OF WOR! REVISION DESCRIPT/ OTHER APPROVAL CITY APPROVAi. rn, SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FO SDR 35 S D STANDARDS. TWO WORKING DAYS BEFORE YOU DIG WALL PIPE.
R,\0569\&Eng\Precise Groding\0569PGOJ.dwg[]Feb 25 2015•13,27 VWD 104526 W.0. No. 3212 0001
DL: 0569
ENGINEER'S NOTES
1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT
AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING TH£ COURSE OF CONSTRUCT/ON OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TH£ ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH TH£
PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
FROM TH£ SOL£ NEGLIGENCE OF TH£ ENGINEER.
J. TH£ CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS,
UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, TH£
CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK
BY CALLING TH£ ENGINEER OF WORK AT (858) 558-4500.
4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED
PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL
REWORK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE
NOT VALIDATED BY THE CONTRACTOR PRIOR TO COMMENCING COJ:,ISTRUCTION.
5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE
PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT
MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS,
HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.) UNTIL SUCH
TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY TH£
OWNER.
6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE, THERE AR£ NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR
SHALL MAK£ EXPLORATORY EXCAVATIONS AND VERIFY TH£ HORIZONTAL AND
VERTICAL LOCATION OF ALL UNDERGROJND UTILITIES AFFECTING THE WORK,
WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL 8£ MAD£
IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR
SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO
ORDERING MATERIALS FOR TH£ PROJECT, AND ALLOW SUFFICIENT TIM£ FOR
REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES
REQUIRE Ci /ANGES TO THE DESIGN.
7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING
ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL
AS EXISTING UTILITIES NOT SHu"'IN HEREON. CONTRACTOR SHALL REPAIR OR
REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH AR£ DAMAGED, DURING
THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE
AGENCY.
8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED
SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE
NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS
DIRECTED IN THE PRELIMINARY SOILS REPORT.
9, THESE PLANS SHOW THL MINIMUM IMPROVEMENT REQUIRED BY THE
APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APP/;<JVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY
ADDITIONAL TESTING BY . THE SOILS ENGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
10. PRIOR TO ORDERING MATERIALS OR BEGINNING .CONSTRUCT/ON, WHICHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN
WA'IT/t,,•;, WHENEVER THESE PLANS SEEM UNCLEAR.
11. THE CC'NTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO
BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN
NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A
LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED
IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON.
THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING
AUTHORITY.
12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET
OF THESE PLANS ONSITE.AT ALL TIMES FOR USE BY THE ENGINEER OF WORK,
SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S
SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A
DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE
SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE
PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK.
13. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS
REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF AR£ INCORPORATED
INTO ANO MAO£ A PA.'?T OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE
REPORT.
15. CO•~TRl.':TOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES
IN .,ATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT
STANDARD.
16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO
ENERGIZING THE SYSTEM.
LANDSCAPE CORRIDOR (2.5' MAX,
HEIGHT OF ANY OBJECTS,
VEGETATION, SLOPE & AS
MEASURED FROM ROAD SURFACE)
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 'JJW Waple, Street
ENGINEERING San Diego, Ca 92121
TYPICAL CORNER LOT
LANDSCAPE CORRIDOR
SURVEYING Pt-1(858)558-4500· FX(858)558-1414 N.T.S.
60 0
' ' \
"
60 120
SCALE 1" ~ 60'
KEY MAP
SCALE: 1 "=60'
'
180
'
r--- -r, ,,,,rrh-c..::
1,
'
I
PARCEL
-- -EASEMENT LINES
----PROJECT BOUNDARY
------LOT LINES
GJ SHEET NO.
GRAV£L FILT£R P£R
SDRSD C-8 OR
AGENCY WALL DETAIL
.J" P£RF PIP£
i4¾c~-iF iALL FS--.....
CASF .J 1£ = FS --,-----... 0.4 0 FACE OF WALL
'q
___ .,,--TW P£R PLAN
. . . . '<t •
" " .
</
RETAINING WALL 017'.AINAGE DETAIL
NOT TO SCA ~
OUTLET ALT£RNATIV£S
CAS£ 1) SID£ -£XT£ND P£RF PIPE AROUND WALL IN FRONT AND DISCHARGE ONTO F.S.
GAS£ 2) FAG£ -CONTINUOUS WALL-CONSTRUCT J" T£E AND 0/SCHARG£
PIP£ THROUGH WALL FAC£ AND DISCHARGE ONTO F.S.
CAS£ J) FACE -CONSTRUCT .J" TEE AND CONNECT .J" PVC TO
AR£A DRAIN SYST£M P£R PLANS.
1
I
I
I I
I
I
I I
i
i
i
I
I
PRIVATE DRIV£ VARIE:S J0'-24'
(PUBLIC UTILITY E:ASE:MENT)
, VAfilES 12' -15' 12· -15' 7'
3' MIN.
PROPOS[O SIDEWALK
EXIST. 6" TYP[ G CURB & currrn
PORTION OF PRIVATE DRIVEWAY ''.A"
10+78.00 TO 11+41.01 ==========::::::::::::==:::::::;::;::==;:;:;::;=;::::;:::==;:::;:;;=:N~ PRIVATE LOCAL DRIVEWAY-DESIGN SPEED 15 MPH SHALL BE POSTED
ACTUAL STREET SECTION TO BE DETERMINED BY THE "R' VALUE TEST, APPROVED BY THE CITY ENGINEER,
SEE STREET NOTE 1 ON SHEET 1.
T.l.=5.0
VAfi/ES
2' MIN. 12'
24' PRIVATE DRIVE:
(PUBLIC UTILITY E:ASEME:NT)
12' VARIES
IN.
2% -1~.Y:::-, "~ '\ IT~AC ~•urn,~·~ ... ,.a~:::ri-~ .. ;;:-,rt-Z~~~~~•,
CURB & GUTTER (4" AC / 4" AB MIN.)
P[R CITY STANDARDS
PORTION OF PRIVATE DRIVEWAY ''.A"
11+41.vl TO 18+01.52 ================::::::::~ PRIVATE LOCAL DRIVEWAY -DESIGN SPEED 15 MPH SHALL BE POSTED
ACTUAL STREET SECTION TO BE DETERMINED BY THE
"R' VALUE TEST, APPROVED BY THE CITY ENGINEER,
SEE STREET NOTE 1 ON SHEET 1.
T.l.=5.0
W[STERLY
R/W 132' PUBLIC UTILITY E:AS[MENT
-
...
66' l 66'
I
10' 44' 24' 44' 10'
MfDIAN
I 5·r~ q
9 t 9' EXISTING CONCRU[ CURB-\ -~-r AND CUITEri
2% ~~-'J-2% \ r--" =Ill/I ·~ ., . .
3~ ·-:::::.,i.\\\p
=\\\\--=-\\\\_\\\\
A.G. PAVEME,N,_/
AND BAS[ (TYPICAL)
"'~' ,,,.,~f" I/II"_ /fl/,=////=
CONG. CURB (TYPICAL}
CONCRUE WALK
EXISTING RANCHO SANTA FE ROAD =====================N~
-
50'
PROPERTY
LIN[
VARIES VARIE:S
2% -~/
~
50' AVERAGE
SCENIC LANDSCAPE: ZON£
ENGINEER OF WORK
'/~ 3)1./tr
ONO L. MARTIN
ENO 48670 EXP. 6/30/16 DATE
BENCH MARK
DESCRIPTION: STD. STREET SURV£Y MONUM£NT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
EL£VATION:
VERTICAL CONTROL
311.41
"AS BUILT"
~~
NGVO 1929
DATE
r---i----'------------------,•---,---,---....,..---,---...... ~-=--=--=--=--=--=-·:...-_-_-_-_-_-_-_-_-_-_-_-_-:_-_-:.-_-_-_.,----""1
CITY OF CARLSBAD I SHsS I 1---+---t-----------------j---t----t----t----J ENGINEER/NG DE:PARTMENT
l----l---+----------------1---f---+--t---J -~
DA TE INITIAL
£NGINE£R OF WOR
S-.81../!LT
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DETAILS AND NOTES FOR:
LA COSTA OAKS NORTH
3.2DAYCARE
CITY ENGi
OWN 8Y:-..-,-.--I
CHKD 8Y: Ji ,t.
RVWD 8Y: 11,L
16
PROJECT NO.
SOP l2-03
JAS0/1 S. GELDERT
3·/1• 15
DATE
DRAWING NO.
475-5B
R:\0569\&Eng\Precise Grading\0569PG02.dwg(]Feb-10-2015:18:02 VWD 104526 W.O. No. 3212-0001
DL: 0569
--·-----,,--------------------
,.
/
/
/
/
/
/
/
GENERAL UTILITY AND ACCESS
ESMT TO CITY OF CARLSBAD
PER MAP NO. 20359
20 40 60 ~-.,--~----1
SCALE 1 '= 20'
12" WIDE BORGER WITH 1/4"
GROOVES APPROX. 3/4" O.C.
~
CJ ct: • CJ
C) Cl..
j
CURB LINE
REMOVE EXIST.
CONSTRUCT 6'"
O" TRANS.
PRIVATE STREET ACCESS RAMP
CURB
TO
NOT TO SCALE X'=AS SHOWN ON PLAN TW PER PLAN
MASONRY RETAIN/NO WALL
LANDING AT
2% MAX.
6" CURB BEHIND LANDING
REMO VE EXIST.
RETAINING CURB &
CONCRETE RAMP
PEDESTRIAN RAMP
NOT TO SCALE
HUNSAKER
PER SDRSD C-4~
& ASSOCIATES
SAN DIEGO, I N C:
PLANNING 9707 Waples Street
ENC,11'/EERJNG San Diego, Ca 92121
SUR\(EYING PH(858)558-4500· FX(858)558-1414
2% MIN
-111
TF PER PLAN
SEE WALL DRAINAGE
DITAIL SHEET 2
SECTION A-A
NTS
PROJECT BOUNDARY
~ ~, ·.
C) "" "' . . <\
t,.
.. "" -?&L 4,
<\ I>
--' -?&L
-J,C'>
a ~, ~ "'
1 9' 9'--
,,
"" t,.
t,. .
" ..
&>
"" .C>
. "" .
. "" .t,.
""
.· t,. <\ .
,,_. b
~'.c--1--9'---+--9'-+--'!(t-'-' --4.-l---9'---+--9"--H,-'if-~..J.....-· ,i-'':
ADA P~flK1NG'm!EA OE'fAIL
1"=10'
PAF .. CEL 3
FOR TCBMP TABLE,
SEE SHEET 7.
FOR EXISTING IMPROVEMENTS
SEE DWO NOS. 368-28 & 442-1
ENGINEER OF WORK
___,l/4/4_,__s --
TIN
EXP. 6/30/16 DATE
BENCH MARK
DESCRIPTION:
LOCATION:
STD. STREET SURVEY MONUMENT
STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NOVO 1929
"AS BUILrf"
-'?,2,..k 7/t /tt.
RCE 70 EXP. fo-30-/8 DATE .
7wo ay:
/ A------
/ .. INSPECTOR DATE
HEET
3 -c_r_T..-"'i.'=O=Fc.::.:..:.::...C=Ac:..:_R=L=s=B-A_D__, I sH£8rrs I ENGINEER/NO DEPARTMENT
t---t----t-----------------1----1---1-~-+---l PRECISE GRADING PLANS FOR:
ENGINEER OF WOR
APPROVED
LA COST A OAKS NORTH·
3.2DAYCARE
R• \056 9\&Eng \Precise Grc,cilng \056 9P G03,ciwg[JF elo-25-2015• 12•58 VWO 104526 W.O. No. 3212-0001
DL: 0569
/
/
/
/
/
20 0 20 40
& REMOVE AC BERM
ffi REMOVE CURB AND GUTTER
ffi SAWCUT LINE
------------------3 --~: ~-:¼',:• . ..,.· .. ~ ~ ·• . ·•::+,y.;. -,..!. . .. 7 I -------' ,,,, '~:-:·.~·· -~.' :~ .__ :~-'.,,,·,
-;;::--.-_-=.==. ;;:::_. ::;: __ =._=. =. .. =.=.=.-.::; .. =._t=_i_)ti.=_.=,_;-._=_:::_ .=i= __ .=::.~·-=.=._=1:. ~=z_1_ ~=F~:::t=!~~~i=tJJ1Z'.is;:=::::;i:::=,!::::;·== .. =.fi1sJs 1 ---==----------·• ··· · -· ~.-
14+00 ,---------
~ ___ I I
-::;-::;::::.::::;::.?::-:-. . '~~'::.-d'"c,I \)· .·. . ." . ·.c.·. .• •• : , l>J . ----------...---____,..--_ .• '.-------'.-----"1:------------1:··----------, ' --5=:::::::::~--1-----'. __ ~_: . ----._; ----
----
□ BEARIN•.-(DELTA
1 N 60'10'00' [
2 JJ '/ J'OO"
3 N 88'J7'00" w
4 44'42'00'
5 N 4J'55'00" W
6 11'59'12"
7 N J 1 '47'00" W
8 J/'56'00"
9 N 0'09'00" [
10 8'58'00"
11 N 9'07'00' E:
12 18'11'42"
13 18'11'58"
11 42'00'54"
15 N 4J'59'45' W
16 ~· 4J'55'00' W f---17 N 4J'55'00' W
18 11'59'12"
19 N J1'47'00' W
20 J/'56'00"
21 N 0'09'QO" E -~2 8'58'.:JO"
23 N 9'07'00" E:
24 117'/J'OJ"
25 N 27'51'45' W
26 147"00'54"
27 N 5'07'21" E
28 19'J4'57"
29 N 24'42'18' [
30 90'1J'49"
31 0'28'06"
32 88'0J'06"
33 N 26'5J'JO" [
34 20'16'42"
35 N 4J'55'00' W
36 N 48'10'57' E:
37 85'45'40"
38 N 37'J4'4J' W
39 N 52'25'17' [
40 N 52'25' 17' E:
41 N 52'25' 17' E:
42 N J7"J5'00' W
43 90'00'00"
44 N 52'25'00' E:
45 90'00'00"
46 N J7'J5'00" W
47 N J7'J5'00" W
48 90'00'00"
49 N 52'25'00" E:
SCALE I'= 20'
• • • I
' . I . .,
, ----
• • • I
I ~----...-
-------
0;1 /' ----
:.: I I ------
-------,,,. I ---. I _,, ,, ,, t I I I ,,,.
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' . . ' .. ~. . . , ...
• • •• II, • ~--
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... t. ·-.
t ..• . . . . .
X
X
·-• > ·, I,
•• '!--· :-.
DAYCARE FAC!lTY
:6 .. ,·. . . .
-
_,. .·
• . .
' .
. .
. ..
\
\
\
\
SCALE: 1"= 40'
\
/ --i . -------......__ --I .........__ --........._ __ RADIUS IBNGTH REMARKS
12.24' 6' TYPE: G C&G
CURB DATA
112.00' 61. ·,2' 6' TYPE: G C&G
2.01' 6' TYPE: G C&G
212.00' /65.J9' 6" TYPE: G C&G
95.9J' 6" TYPE: G C&G
212.06' 44.J6' 6' TYPE G C&G
66.70' 6' TYPE G C&G
112.00' 62.42' 6' TYPE: G C&G
65.27' 6" TYPE G C&G CURB DATA
212.00' JJ.18' 6' TYPE G C&<J □ BEARING/DELTA RADIUS IBNGTH
78.96' 6" TYPE: G C&G 50 90"00'00" 2.00' J.14'
25.00' 25.47' VARIES 0"-6' 51 N J7'J5'00' W 18.00'
18.00' 18.81' VARIES 0"-6" 52 N 52'25' 17' [ 6.86'
188.00' 1J7.86' 6' TYPE: G C&G 53 N 52'25'17' [ 11.16'
66.J7' 6' TYPE: G C&G 54 N 52'25'17" E: 24.87'
0.94' 6' TYPE: G C&G 55 N J7'J4'4J" W 19.20'
28.61' 6' TYPE G C&G 56 76'59'28' 2.00' 2.69'
188.06' J9.J4' 6' TYPE: G C&G 57 N 65'25'49' [ 8.19'
66.70' 6' TYPE: G C&G 58 N 64'59'J7" [ 7.25'
88.00' 49.05' 6' TYPE: G C&G 59 0'08'J1' 1817.50' 4.50'
65.27' 6" TYPE: G C&G 60 N 64'59'37" E: 6.51'
188.00' 29.42' 6" TYPE: G C&G 61 180'00'04" 1.00' 3.14'
78.96' 6' TYPE: G C&G 62 N 64'59'J7" [ 6.49'
18.00' 2J.61' 6' CURB PER G-1 63 a~oa'J1" 1817.50' 4.50'
7.98' 6' CURB PER G-1 64 N 64'59'37" [ 7.23'
2.00' 5.1J' 6" CURB PER G-1 65 N 24'37'45" W 1.00'
16.46' 6' CURB PER G-1 66 N 64'59'J7" [ 1.29'
178.00' 60.84' 6' CURB PER G-1 67 89"21'14' 2.00' J.12'
17.98' 6" CURB PER G-1 68 N 24'J7'45" W 1.02'
2.00' J.15' 6" CURB P[R G-1 69 90•00·00· 2.00' J.14'
158.5C' 1.JO' 6" CURB PER G-1 70 N 65'22'15" [ 18.00'
2.00' J.07' 6" CURB PER G-1 71 N 24'J7'45" W 26.88'
18.0J' 6" CURB PER G-1 72 1 '10'26" 1763.00' J6.12'
178,00' 6J.OO' 6" CURB PER G-1 73 N 64"11'49" [ 18.00'
52.46' 6" CURB PER G-1 74 90'0J'52' 2.00' J.14'
25.76' 6" CURB PER G-1 75 0'09'50" 178J.OO' 5.10'
2.00' 2.99' 6' CURB PER G-1 76 90'0J'52' 2.00' J.14'
18.15' 6" CURB PER G-1 77 N 6J'54'16" [ 18.00'
2J.J6' 6' CURB PER G-1 78 1 '46'01" 176J.OO' 54.37'
12.29' 6" CURB PER G-1 79 N 27'51'45" W 26.63'
5.J6' 6' CURB P[R G-1 80 N 62'08' 15" E 18.00'
18.00' 6' CURB PER G-1 81 90'00'00" 2.00' J.14'
2.00' J.14' 6' CURB PER G-1 82 N 27'51'45" W 2.18'
5.00' 6" CURB PER G-1 83 91 '55'08' 25.00' 24.02'
2.00' J.14' 6" CURB PER G-1 84 180'00'00' 2.00' 6.28'
18.49' 6" CURB P[R G-1 85 N 27'51'45" W 18.7'
18.49' 6" CURB PER G-1 86 180'00'00" 2.00' 6.28'
2.00' J.14' 6" CURB PER G-1 87 N 27'51'45" W 18.7'
5.00' 6' CURB PER G-1 88 129'24'JO' 10.00' 22.59'
*AS MODIFIED PER CURB DUAIL AT RIGHT
-............ HUNSAKER .... _
................ ................
& ASSOCIATES
SAN DIEGO, INC
REMARKS
6" CURB PER G-1
6" CURB P[R G-I
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-I
6" CURB PER G-1
6" CURB PER G-1
6" CURB P[R G-1
6" CURB PER G-1
6" CURB PER G-I
6" CURB PER G-1
6' CURB PER G-I
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB P[R G-I
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-I
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB P[R G-1
6" CURB P[R G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB PER G-1
6" CURB P[R G-1
6" CURB PER G-1
6" CURB PER G-4A,
6" CURB PER G-4A,
6" CURB PER G-4A,
6" CURB PER G-4A.
6" TYPE: G C&G
' '
rt
rt
........
................
□ BEARING DELTA
89 11 '5J'42"
90 19'15'19"
91 1 '00'09"
.... ............_
........
'-.... .... ,
........
CURBDATA ' IB_N_G_IB_~ __ R_E_MAR--~-~,..._......_ RADIUS
134.10'
1J4.10'
100.00'
27.84' 6" TYPE: G C&G -........_
45.07' 6" TYPE G C&G ..._..._
1.75' 6" TYPE: G C&G "-._
92 N 43'54'46" W 17.24' 6" TYPE: G C&G '~
'-'-93"-'-~~-~-8-,3-1'-' ___ __,_ __ 10-.0-0-,-+---/J-.9-0-,-+--6"-TY;-P[_G_C_&_G_-< ,, /I
l--'-::"-I-N'-'-10--'~-;-'-.~-~.!_·~_ .. _w __ -+-__ 2_.o_o_· -t---1 ~_:;_;_: -+--::_. -~-:..,.rr_~-~-!-~---1 ',......_ //
96 N 52'25'17" [ 4J.49' 6" TYPE: G C&G , //
97 N J7'J4'4J" W 18.00' 6" TYPE: G C&G ..._...._ ,-/ /
98 89'0J'47" 2.00' J.11' 6" TYPE: G C&G ' _ _,,,,,,,,, '--:::::
99 /OJ'47'26" 10.00' 18.11' 6" TYPE: G C&G , -
100 0'56'54"
IOI
10
10
Pf B
PE B
PE B
Pf B
N 25'56'47" W
N 25'56'47" W
1'14'51"
2625.91'
1521.81'
43.47' 6" TYPE: G C&G
2.52' 6" TYPE: G C&G
1. 19' 6" TYPE: G C&G
JJ.1J' 6" TYPE: G C&G
Cw11 .. 1
.. O~CALlf
.......... .,,,,,,,,, ,..
6"
7"
NOTES:
6" 18"
' 6"TYPE G CURB DOWN DRAIN
NOT TO SCALE
1. CONCRETE SHALL B[ 520-C-2500 ·
6"
2. S[[ STANDARD DRAWING G-10 FOR JOINT DUA/LS J. SLOP[ TOP OF CURB 1/4" PER FOOT TOWARDS GUTTER
' 1 ~\..\..
p /'Fl( I t-lGNi ( f(P)
s,RIPI
MODIFIED CURB DETAIL
NOT TO SCALE:
6"
7"
97W Waples Street PLANNING
ENGINEERING
SURVEYING
San Diego, Ca 92121
PH(858)558-4500· FX(858)558-1414
ENGINEER OF WORK
..J/41,~-
0ATE
BENCH MARK
DESCRIPTION:
LOCATION:
STD. STR£IT SURV£Y MONUM£NT
STA. 288+89 £C ON C£NTERLIN£
OF £L CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
£L£VATION: 311.41 NGVD 1929
"AS BUILT"
-;;~vLf:3o✓8 _7~2
t-1-1,
DATE
crTY oF CARLSBAD I SHsS I
£NG/NEERING DEPARTMENT ~--------~----
HORIZONTAL CONTROL PLANS FOR:
APPROVED
LA COSTA OAKS NORTH
3.2DAYCARE
JASON S. GELDERT
,u.,., 3·//•/5
CITY ENGll;ltER PE 63912 EXP 9 JO 16 DATE
l-=---,-...,..,--t-::::---:-t-1.r--, ;1-;;,-::::---:-:-:::------------t----t---t----i-----1 ~======;-;::.=.=.=.::;,;:;;,=;;;;;~.;:;:;;..=.=.=.:::;-r=-=-=-=-=-=-=-= "< ~S-Bll/L OWN BY:--,.,.-c.---PROJECT NO. DRAWING NO.
DATE INITIAL
ENGINEER OF WOR
DATE INITIAL DATE INITIAL CHKD BY.· ..Jr,l(. SDP 12-03 475-5B
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY.· ,.!IL
R•\0569\&Eng\Preclse Gr<>cilng \0569PG04,ciwg[JF elo-10-2015•17•43 VWD 104526 W.O. No. 3212-0001
DL: 0569
---------' I:,
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:::'Sr············· 1 ...... ~.·····-:::·:: •••• :~H~~~-g~i~~~ ;:~;;; ;;;;;; ~~~~ :i~~-~::::::~:::::: :::·:. zj .. :~i•i:
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-·-·· r ••••. •·r······ ······ ·····• ······ ··•···· ······ ······r· · ···---r-·--·· ...... :::::: :::::: ::::::· :::::: •••••.
• •.....•.... ::·::: :::'..:r······ •..... :·:::: :::::: ::::::,
. ............ ······1······ ............. :::::: :.:... ... ::::::1 ::::::r ·····r····· .•.....•.•.•..•... ,
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•••··· .............................. T ........... ··•··· •••.•.••••.• •••••• 1·............,--:· ·• · · · ··· ·-···· ····· r--· ·· ······ ........................ ···r·· ...... •····· •····· ······ . ··-.......................................... .
C-----..-j__ __ ··-r::: :: :::J:::~:: ::::::: .:·:::-;·:·:::~:·:::: ·:::·:
:::::: ~:~~~;~ :·:::: :::::: ~~==~~r;~~~~~ ~~'.~~l~~:: ······ .. ·::· f-· r······
-· -· .. ···-······r····-·
.. ·--·--r-· .. , ::::: :::: .. :::: ::::::: :::::r: ::· ···· · ····· ······ ······,······ :::::: :::::: :::::= :::=:: ::::,: ............ ::::::: ,} .±_ :-Ji:·:::::: ::::: :::::: :::::. ::::. ::::: :: :: f '±_ 'J( :::i :I=:::::::::,::::: ::,::: :::C:: :::::: 1~ ·± ";,: .... ::. ······ · ::: .:: · : ::::::F::. i:; ±. " :::::: :::::: :::::: :.: ... ::: ::: .. 1::::: :::::: :::.:: :::::: .:::::: ::::::r:::::: ::·::: :::::: :;;:;; ...... ·····-:::::: ::.::: ::: .. :r····· :::::: ~;;;;;~r:::::: ............ :::::: ::::.: ................................................. ::::: :::::: ...... ...... . ........... ::··:: ::::::+--+--+:::::: :::::: ...... :::::: :'.:.:: ::::::.F::::: ............ :::::: ::::::+--+-'-<-->
.. ··-......................................... -·····1······ ····· ....... :····t··.··~··=:.: :::::: :::::: ::::: .. ::::: .:::_ ...... .
' . -····T ••.• ·r ..••. ·-... ··-.............................• j.:::: ....... -~.·.:::~:·····
~·==···==··f··==== ···1=+===;=···==··~·· ==··==···1· =-==:.::··'t· ·:.::·•=::·1··1======== .{,·=:==··=l=··==··==··1=·=:··==···t=,·==::=-=::fr:::.:::·"::I :::: ·: ====== ==:::: :r::-······ ...... . .. -·· ····-······ ··r····
·-......•......•...... ··r·---
:: .• ::; ••.•• • • •• . •.•.•••••••••••• ·····-····-..••• ••••• I .......... I
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·····+······f·····
CENTERLINE DATA
Q BEARING/DELTA RAD/US LENGTH REMARKS
132'10'37" 28.00' 64,59'
2 5'15'59" 144.99' 13.33'
3 18'17'45" 144.92' 46.28'
4 6'44'21" 139.99' 16.47'
5 N 43'54' 46" W 16.49'
6 96"20'27' 22.00' 36.99'
7 N 52"25'41" E 51.70'
8 102'52'38" 22.00' 39.50'
9 2"13'37' 1887,04' 73.35'
PRIVATE STORM DRAIN DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1 N 7"28'19' £ 103.09' 12' PVC SDR 35•
2 N 38'46'19" E 34.86' 18' HOPE'
3 N 68'59'21" W 5.00' 18" HOPE'
4 N 75'36'34" W 128. 10' 12" PVC SDR 35*
• WATER TIGHT JOINTS PER MANUFACTURE:R'S SPECS
PRIVATE SEWER DATA
I( ; BEARING/DELTA SLOPE LENGTH REMARKS
1 N 74"56'44" E 2.64% 53.73' 4" PVC SDR-35*
• PVC lATfRAL TO BE GREEN
PRIVATE WATER DATA
( ) BEARING/DELTA RADIUS LENGTH REMARKS
1 N 20'27'51" E 47.38' 4" PVC C-900 CL200
2 N 20'27'51" E 33.28' 2.5" PVC SCH BO
3 N 52'05'32" E 14. IJ' 2.5" PVC SCH BO
,. F1RE SERVICE UNE IS A , PROPOSEO DESIGN BUILD SO THE SIZE AND MA TfRIAL
MAY CHANG£ GIVEN THE CITY BUILDING DEPARTMENT APPROVAL.
PRIVATE CURB DATA
SEE SHEET 4
32' 4' 7,5' 5' 1.5'
12' 12' 20' SIDE I WALK
"' PARKING STALL i=la-
g ~I ~I >-
6" CURB ~ c§I
AND GUTTER-17 .I!~ .I! .I! -J-'--le-t.~ .. ,,:;;;J-~~,,-6Tffl"EC,mUR:::B ~ E._ I
2:1 MAX~
SECTION A-A
NTS
32' 6'
=,,,,, J
6" CURB
AND GUTTER
7'
12'
!,l iii I
12' 20'
PARKING STALL
SIOE ~>--I WALK ,}
i:¥
c!il 6" CURB ~ AND ;e:
GUTTER-h tJ
I/ 2% -.....
SECTIONB-B
NTS
2:1 MAX
I
ls-
I
2% I
6"CU~
AND GUTTER
• f •••••••••
........................ ······-r······ ·····-······r·· .....
... -····· ::::::: :::! : .. ·-. ! .:-: . · ..... ···-·· ............ .
:::::: : ::: :: :: :: ~
T
·····+:::::: :· ·····-r·-----r······ ..... .
::: ::::::: :::::. ····-. :::::: :::·:: ·::::·1: :::· -r·--·--........... .
-····+······ ........... .
CONTECH UNIT SEE SHEETS 8 FOR
CONSTRUCT/ON DETAILS.
40
/
/
0 40
SCALE 1"= 40'
ALLEY TYPE
DR!v7:WA Y PER
GS-20
OPEN SPACE ESMT
TO CITY OF
CARLSBAD PER
MAP NO. 20359
I
80
PARKING LOT
32'
20'
PARKING STALL
12'
~ ii! I
J.':'
32' 10'
12' 20' SIDEWALK
PARKING STALL
6" CURB ;e:L,J
AND 2% VARIES GUTTER-~D:_--'_~2%~·=-l~J__~%~0~4:~%.w.----:-=:,-==='---' ~ ,,., '" O" CURB
SECTIONC-C
NTS
CHILD CARE
BUILDING
92+32.74 SD
······r······ ................... .
WA/FR SERVICES, METERS
AND BACKFLOW'S PER '
VWD DWG NO. 104526
24" BROOKS CATCH BASIN
RIM=378.5
32' 6'
12' 12' 20' S/DEWA~
f--=-!,,J+.=-~P.-~~R~~~N~G~S=r,=~c"'.1LL ~la-
iE' ~ 6" CURB ~ c!i1
AND ;e: .I! I
GUTTER-p~2~%~tlL~2%~!,,,_--,,;),1-~%~_};~~: 6" CURB ,,,,,_ ... -
SECTIOND-D
NTS
...... . ·····-r··--·· ..... .
. ........... T ••••.•
:::::+::::: :::::. :::::: :::::: :::::: ::::·· ::
.............. :::.:: :::::: ::::J::::: :::::: :::=:= '.:::::y: .:J ..
.. :t":::::· ·-· -····· .. --..... · .. ···-·-....... ·····-....... ::::: ... -····· :; .... : ...... ·····-:::::: :::::: :::::: . .. , ...... ::::· ...... .
· ····1·-···· .• ... : :: ..• • ••• 1 •••..
...... ·.·.·_ -····· ······1······· ............................... . .. :::: :::: l ::::: :·::: ........ --···r :· ::·::: ! PR FILE SCALES
. .... . ... ··--·····-r .•.•••.••..•... ·······~······ ···-·· .......... ·. ·····--..... ' ...... ····-...................... ; .. ·
;·· HO IZ. : ======r ...................... . ···--·r······ ..... . •• T ...... ··-··-...... [ ••..... VE T. :
1" 40'
1" 8'
PUBLIC
PRIVATE PUBLIC
PRIVATE FIRE SERICE PRIVATE SEWER LATERAL
SCALE H: 1"=40'. ~ 1"=8'
FFl!/f/B.15
PRIVATE PUBLIC
PRIVATE WATER SERICE
SCALE H: 1"=40; V.· I "=8'
(,,-//-IC !eL#/ Lf'>. REVIS£ STORM DRAIN ~ REPLACEMENT SHEET
REPL/\CE.S '::>~EET ORU.1iJi>.Ll.'/ StGttJE'\:> 3/11/1<;
SCALE H: 1"=40; V.· 1"=8'
FOR TCBMP TABLE,
SEE SHEET 7
ENGINEER OF WORK.
~.,..,1/Ja,.,L
roND L. MARTIN
RC£ NO 48670 EXP. 6/30/16
BENCH MARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNIY
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
DATE
f,-1-1(
/JNSP~ DATE
SHEET
5 CITY OF CARLSBAD
ENGINEER/NG DEPARTMENT
PRIVATE IMPROVEMENT PLANS FOR:
LA COSTA OAKS NORTH
3.2DAYCARE
APPROVED ;J I JlJ' JASON S. GELDERT v__,, , ·,v, f'Zf•tf
crrY ENG/NI.ER PE 63912 EXP 9/30/16 DATE 1----J--....-j-------------------j----t-----t----i----i ,.=,__-===--'-':,__:=-=~~~=~~---;::=========~
OWN BY: --.----PROJECT NO. DA TE INITIAL DAT£ INITIAL OAT£ INITIAL
EN0/NEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPi/OVAL
R:\0569\&Eng\Precise Grading\0569PG05.dwg[}Jun 11 2015:10:36
CHKD BY: .),.,.:, SDP 12-03
RVWD BY: j Ul·
DRAWING NO.
475-5B
VWD 104526 W.O. No. 3212 0001
DL: 0569
------------ ------ ----------- -----------
0
1
2
J
4
5
6
7
8
9
10
11
40
~
BEARING/DELTA
N 60·1 O'oo· E
JI ·1soo·
N 88"J7'00• W
44•42•00·
N 4J'55'00" W
11"59'12"
N J1•47•00• W
58"04'4J"
N 0"09'00" E
8"58'00"
N 9"07'00" E
10+00
CENTERLINE
RADIUS
100.00'
200.00'
200.06'
100.00'
200.00'
CURB DATA
S£E SH£IT 4
DATA
LENGTH
15J.25'
54.48'
2.01'
156.0J'
95.9J'
41.85'
66.70'
55.71'
65.27'
JI.JO'
164.24'
0 40 80 120 ---------------~' SCALE 1"-40'
11+00
REMARKS
OP£N SPACE ESMT
TO CITY OF
CARLSBAD PER
MAP NO. 20J59
--------~r-----===--------- - --·---------· ·--------------
:::::: :::::: :::::: :::::: :~: ~ sc =1.c: :::::: ------------------____ :: :::::: :::::: :::::: :: ____ -----..... : :::::: :::::: :::::: :::::: :::::: ------ ----------
=-~: __ :".:': :.-... : ____________________ -----r······r······ __________________ ..... .
-=;;---==-----~~;::=~~t~~====0===~=0=======0==~~~=======~====
12+00 13+00 14+00 15+00
-----------------------------...... ------------· ----··r····--............ --------------·-· ------·-----............................ .
16+00 17+00
r>>-f t\1;'. :::::'. '.'.:::: ::·:::.::::::. :::::: •::::: :·:::: ::.::: :::::: ...... ------ ---------·------------· """" -------------------------
PROFILE SCALES
HQRIZ. :
VERT. :
1" 40'
1" 8' ------------ ------...... --------·--· ------.... ,. ---------------·---------·----------· ------ ------ ------,. ..................... .
18+00
------------------------------ -------------------------------···•·--------------------............. ······-...... -----· ···-·· -----------------------------------------------·
,. \ . I
> • !
, TRE;/\TMENT CO,NTROl BMP TABlE
QESCRIPTIO_N
EXIST. VORTEX
SEPERATOR
QUANTITY
1 EA.
ENGINEER OF WORK
r? ,? -:?' ~_t_. J/z_ /, J-
-/li!illfJi!fr.·irART/N DATE
RC£ NO 48670 EXP. 6/30/16
BENCH MARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: J/1.41 NOVO 1929
"AS BUILT"
-~9~-L·~ /.~,,f~tt,,/;~_ J;{/4'--'------"-''-
" 'f8'17o EXP. c,,-30-/6 DATE
REVIE'tj~ErB~
J/~~..,,..::/~L (= -:::::::=:::::,~--, . , -,t:
/ JtfSPECTOR DATE
l----+---1-----------------+---l--" -+--~1-----1,s_B_ET~ ,c_r_'T_Y..:::.=O::.:.:F==--C=A::..:R=L=S==---E-A_D__J I SH8ETS I _ _ ENGINEERING DEPARTMENT
l----+----+-----------------+----1---1---+---l PRIVATE IMPROVEMENT PlANS FOR:
LA COSTA OAKS NORTH
3.2 DAYCARE
.
APPROVED/ 1 Ill TT JASON S. GELDERT
1------1---+------------------t-----+----+----l----< ___ !:!=If 11~~'._f.,11~~ -~':!::v~'-:::itl, ~-----3, I I, IS
CITY ENGit/EER PE 6J912 EXP 9/JQ//6 DATE
DATE INITIAL DATE /NlnAL DATE INITIAL
ENGINEER OF wom REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
R: \ 0569\&Eng \Precise Grading \0569PG06.dwg[}Feb-10-2015: 1 B:00
OWN BY.· ____ , PROJECT NO. DRAWING NO.
CHKD BY: j~ SDP 12-03 475-5B
R\IWD BY: ..1(1;:
\'WD 104526 W.O. No . .3212-0001
DL: 0569
\
I
PE~ G
I
" PER~ R.
\ ,,,,
\
I I
I
I
I I
I
I
' ' ' ',_
---
~
T
I
:s:
------------
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
s A ~,~?~~~TES
9707 Waples Street
San Diego, Ca 92121
PH(858)558-4500· FX(858)558•1414
----
-------------
' ..
I I I
I I I
-------------------
' I ----.J \
-----
---------
---------
E "A" PRIVATE DRIV
14+0_:::,_0 ___ ___ ,_
\
\ I I I '
1(}1D£RG.ROUND STORAGE:
R SH
+
\
~ I
---------
-
\i
'
DOMESTIC
WATER LINE
\;,
!>
t,
~
---------------------------
?
I>
-----------------------------------------,,---t>--------------------------
/ -----, -/ / ,, , , , -, , , ,
,1!4" X 24"
--' BROOKS BOX
RIM = 379.1
t,
□ ;> I
0 I
I
,f
. I
I
t
" I
I
I \ I ,.
I
!>~
. I I
t, I I,
[ ,,
'ct
. ,. ,,
4" PERFORATED
PIPE~/7 LF
, _____ --7\-@ --_____ ,
X
I
I p<
I
I
I0-RETENT ON
BASIN 1
TREATMENT AREA= 20SF
BASIN BOITOM £LEY. T/ON=378.6
BIO-RUE:NTION roe· "'L~EY.":<l;ciT"'IO"NT:=':xs70<g,_ 1~------
t,
')
\i
R pLAN p1PE PE
10 20 30 -----
SCALE l'= 10'
l'IIll1tl1J1VII1V'l' Jf'JI 'l'IIll lJIJ1JLl'l'I'
'l'llltll 'l'itllI1V'l' llJJ(;ILl'l'I'
KEEPING OUR WATERWAYS CLEAN
MAINTAIN WITH CARE-NO MODIFICATIONS WITHOUT AGENCY APPROVAL
CB WATER QUALITY SIGNS
SCALE: NTS
BIO-RU[NTION BASIN -LE:NGTH AND WIDTH PE:R PLAN
LANDSCAPE: MATERIAL
PE:R LANDSCAPE: PLANS
OVERFLOW RISE:R BIO-RU£NTION ~~~~=-~~= 1 % \ SWALE: INFLOW _
BIO-RITE:NTION • '·. \\> \ \ [L£VATION P£R PLAN I
BASIN BOITOM • • • •. : . \ \.,...,-.!.-'-""'"\ \ \-LY-1\\------\
0.5'. D_E:PTH PE:R PLAN . . . . O.:;'. D_u:r~•. ,-., ... , :-•:\> ;':::::-\ \ ~5\~~\r: ............................................. ·.:-,., .-:,.· \ \------r'\':__;,L--\\'------\ ,_ . . . . . . . . . . . . . . . . . .. . . . . .. . . . .. . . . . . .. . . .. . . . . .. · ... •.~·. -.·· _._,.' '• : \ \ \~\ \ \ \ \----\_--:' ..-. .::-.:/ .. :,.:: :-;:· ·-'..-' ~ > '..':'.;.i .:·.:,:;.::-'.-,. : '< '·\.: .;::. :.\.:._..:,· :: -~~· :.:·, . .-::i :.,.:'. ; ·::I;:·--~:;.:'...; .. :-:,.-:.:·./~·:.~•··.:·-:·.;.-:·:./'.:.;-~;~~-.:.)' ~----t: _;,~--
., •• ,,·. " .... ,.; '• •. ,, ,:,., >·; .. ,, • • • ' ': ••. ,,, ..... , .... " .... :: ••• , .... ·., •• '· •• ·:: ' • ,C ,;,;.,.,.,· •• · •' •: •: .... •"" ---;,\ \ \.-.,-;,---
.. ·4 ... PE:;~~RAT£; PV~ ;~I~ .. \~-i.~i.~~~ ~i~tf~~
~1 \ \ ;m~\ \ ~~~~~~~ill?~ ~~~\ \ S,:;;\L---
12" WIDE AND 6" DE:£P -\ \ 1---::::::,\l-\ \ '(--:::::,\ \ \-,--,..-; 20ML PVC GEOMEMBRAN£ LINER
GRAVEL LAYE:R BE:D AT ALL .
PE:RFORAT£D PIPE: LOCATIONS
~ V
sTORM DRAIN
ENGINEER OF WORK
I
i,
. . . . , . . ·,• . ; . . . ~-. ~: __ ~:_ .. ~> .. :,: ·:·. :-~ ~: ... _-...
?
--
~ \i
b
~
~
;;,
/,
'• I>
" •
X
[;>
;;,
-RETENTION
BASIN2
ATMENT AREA=507SF
BASIN BOTTOM £LE:VATION=J78.0
x BIO-RITENTION TOP £L£VATION=378.5
-------
---
BIO-RETENTION BASIN
TYPICAL SECTION
SCALE: NTS
NOTES:
-SAND/COMPOST MIX IS SIMILAR TO LOAMY SAND. IT MUST MAINTAIN A MINIMUM
PE:RCOLATION RAT[ OF 5" P[R HOUR THROUGHOUT THE: LIFE: OF TH£ FACILITY
AND IT MUST BE SUITABLE: FOR MAINTAIN/NG PLANT LIFE:.
BENCH
'3~ts:
6/30/16 DATE
MARK
-P£RFORAT£D PIPE TO B[ WRAPPED IN FILTE:R SOCK MIRAFI 140N OR EQUIVALENT. DESCRIPTION: STD. STREIT SURVEY MONUMENT
STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
-PLACE IMPERMEABLE LIN[R AT THE BOITOM AND SIDES OF AND/COMPOST MIX.
-PIPE PERFORATIONS TO B[ PLACED DOWN. LOCATION:
-SOLID PIPE SHALL BE: WATERPROOFED AT THE LINER SUCH THAT WATER DOES NOT
INFILTRATE: THE NATIVE: COMPACTED FILL. RECORD FROM: SAN DIEGO COUNTY
-ALL END RUNS OF PE:RFORAT£D PIPE TO HAVE ENDCAPS. VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
DESCRIPTION AREA
BIO-RETENTION 320SF BASIN 1
0 L. ,w
i "¼>.,.
. C-48670 / .,: i '
~)\P.1)6..'JJ.2016
TREATMENT CONTROL BMP TABLE
BIO-RETENTION 507 SF BASIN2
I
11 ! ClV I
BIO-RETENTION 2,021 SF BASIN3
[iJ crTY oF CARLSBAD I SHsS I 1---+---t-------------------t----t---t----+----t ENGINEERING DEPARTMENT
1----+----t------------------+----+---+---t-----l
REVISION DESCRIPTION
DATE /NfnAL DATE INITIAL
OTH£R APPROVAL CITY APPROVAL
BIO-RETENTION PLANS FOR:
LA COST A OAKS NORTH
3.2DAYCARE
OWN BY:~~--,
CHKD BY:__.,.,)IJC"'.-. --,
RVWD BY: j,J'-.
PROJECT NO.
SDP 12-03
JASON S. GELDERT
'"s -11,JS
DATE:
DRAWING NO.
475-5B
R1\0569\ & Eng \Pr edse Gra cling \056 9 PG07 ,cl wgUMor-16-2015,14,06 VWD 104526 W.O. No. 3212-0001
DL: 0569
1-------------------11·-o·-------------------1
042K BULKHEAD
024" STUB
036" RISER
RJM-=TBD \
036" RISER 7 ~~{. / INI/. a: TBD,
RIM=TBD ~ T. /
' 042"0RIFICE PLATE
10' O" l 036" RISER ---RIM=TBD
'
i "'•'"'•••0>1r""'"""""""'""·""""'.,.""""''"•"'b' c""""' """'""""" "'~"'" lW 1"'""'""'1-Nulllo<<tu . :;;:~.;~::~~~%';:-i-:::=:.r <l: Ce<1illi.i>, faOJroto""""""OC<l•.n;,o"'""o•nrOliiM y Ccolocl,.,µo»J1 d<><i.,n .. ""1100,df« '""'""'-"'"'¥ k, 5 .. c11, ..
~ "....,._ .... o.c.-. ..... wt .. '""'"""'"" _. ·-~ "--'1<•-.,~~o..-.idOd~liolOoon,;L...,...-.~""'-"'"',.Jt----+---+------------+-----1 0: ...... .ooc.....,..,..,,,_,.,,., • .,,,. .. ,,,"""""''"'""'
g "'~"""'«Jot~1k.<,....,....,,""1,;ft1,o_,,., Coo!O<Ob--!---,-=-+-------------1---J
;i .=:.::::'!':.':!":;:~::::-i-~"'"'II"'""' MARK DATE REVISION DESCRIPTION BY
TEMPORARY COVER FOR
i.ONSTRUCTION LOADS
HEl<..,·iT
25'-6"-------1
C()NTECH.
ENGINEUED SOLUTIONS UC
www.conlechES.com
3777 Lorig Ell:lilch Blvd., Su1ta 400, La11y Beach, CA 9o80·t
877·572s0330 562-733-0733 562·264-0733 FAX
0TBD STUB
INV.= TBD
ASSEMBLY
SCALE: 1" = 10'
VOLUME:
@ 2.25' =3,387 C.F.
@ 3' =4,548 C.F.
@ 3.5'=4,984 C.F.
LOADING: H20IH25
.,...,,,w~uTr.,...u· ~~rs;;;~n
CMP DETENTION SYSlEMS
COrHECH
PROPOSAL
DW\Wl/-lG
036" RISER
RIM-= TBD
SYSTEM IS: 042", 2-2J3xl/2, 16GA., ALT2, CMP
NOTES
• ALL RISER AND STUB DIMENSJONSARE TO CENTERLINE.
ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF
RISERS AND INLETS, SHALL BE VERIFIED BY THE
ENGINEER OF RECORD PRIOR TO RELEASING FOR
FABRICATION.
ALL FITTINGS AND REINFORCEMENT COMPLY WITH
ASTMAS98.
ALL RISERS AND STUBS ARE 2½" x½" CORRUGATION
ANO 16 GAGE UNLESS OTHERWISE NO"TED.
• RISERS TO BE FIELD TRIMMED TO GRADE.
PROJECT 1-1,;,. Sl:;QN,;, ""' 042" UNDERGROUND CMP DETENTION SYSTEM -467467-10
LA COSTA OAKS NORTH 3.2 CHILDCARE FACILITY
CARLSBAD,CA
467467 10 112/15
DESIGNED: OMWN:
MBB
C!aECIIED-.o,n!OVED:
SITE DESIGNATION: DETENTION BASIN SliE.ErNO.
P1 ~ 5
A REINFORCING TABLE
ACCESS CASTING TO BE
•PROVIDED ANO INSTALLED
BY CONTRACTOR. 0CMP "BEARING
A 08 REINFORCING PRESSURE RISER (PSF)
I '"
cov~1~ 7 I I .., /_, I ' ,,. " ,1 "-T. ________ .,.----r..,, 24" 04' 26" #5@ 12" OCEW 2,410
4'X4' #5@ 12" OCEW 1,780 "' 5' iL_ _ ---.QO~ _ _,,,_ _l-r,r ...a_ _ --,--on...." _ ___o I I " ;:i , " ll " 4 0 4'·6" #5@ 12" OCEW 2,120 i---r--~~-----------------
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER
THE 'fOP OF THE PIPE. THE HEIGHT·OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN JN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR "THE PIPE THAN FINISHED
GRADE COVER MINIMUMS FOR NORMAL H!GHWAY TRAFFIC.
PIPE SPAN, AXLE LOADS (kips)
INCHES 18-50 50-75 75-110 110-150
MINIMUM COVER (FT)
12-42 2.0 2.5 3.0 3.0
46-72 3.0 3.0 3.5 4.0
78·120 3.0 3.5 4.0 4.0
126·144 3.5 4.0 4.5 4.5
'MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL
COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO
THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
CONSTRUCTION LOADING DIAGRAM
SCALE: N.T.S.
SPECIFICATION FOR CORRUGATED s·rEEL PIPE-ALUMINIZED TYPE 2 STEEL HANDLING ANO ASSEMBLY
-I s •
GA
SUFFICIE
SLAB FR
RISER TO B
SKET MATERIAL _/
NT TO PREVENT
OM BEARING ON
E PROVIDED BY
CONTRACTOR.
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES), --..
SEE NOTE 7.
L
OPENING IN
PROTECTION
SLAB FOR
CASTING
I
0 CMP RISER ---::I
1: ') "-E.
,. l
0~ 11"TYP.-I--"-
SECTION VIEW
0A
.,{v~
1~•'
/ / /
0B
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES), -
\
I
STANDARD
REINFORCING,
SEE TABLE
SEE NOTE 7.
2"COVER
(TYP)
J L
OPENING IN
PROTECTION
SLAB FOR
CASTING
STANDARD
REINFORCING,
SEE TABLE
30" 4'-6" X 4'•6" 32"
36" 05' 38" 5'X5'
42" 0 5'·6" 44" 5'·6' X 5'-6"
48" .,. 50" 6'X6'
"ASSUMED SOIL BEARING CAPACITY
A
#5@12" OCEW 1,530
#5@ 10" OCEW 1,890
#5@ 10" OCEW 1,350
#5@ 10" OCEW 1,720
#5@9n OCEW 1,210
#5@fl' OCEW 1,600
#5@8" OCEW 1,100
J
---..::ji,l INTERRUPTED BAR
REPLACEMENT,
SEE NOTE 6.
0B
SCOPE SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF
THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION
(NCSPA)
ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW
THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF
THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS.
MATERIAL
THE ALUMIN!ZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE
REQUIREMENTS OF MSHTO M274 OR ASTM A929.
.E.!EE.
THE CSP SHALL BE ll/1ANUFACTURED IN ACCORDANCE WITH THE APPLICABLE
REQUIREMENTS OF MSHTO M36 OR ASTM A760. THE PIPE SIZES, GAGES
AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE
UNITED STATES.
INSTALLATION
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
SPECIFICATlONS FOR HIGHWAY BRIDGES, SECTION 26,
DIVISION II ORASTM A798 AND IN CONFORMANCE
WITH THE PROJECT PLANS AND SPECIFICATIONS .
IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS
THE CONTRACTOR SHOULD DISCUSS ANO RESOLVE
WITH THE SITE ENGINEER.
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR
TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
DEJA/LS PROVIDED BY CONTECH. SEE LITTER DATED 2/26/15 ON FILE WITH THE CITY ENGINEER
8'1>»14'ai..l'Tlle""'ILII • ~.~ili:"9 i l.~!f!
CMP DETENTION SYSTEMS
CONTEClt
PROPOSAL
ORAWINO
NOTES:
1 DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION.
2. DESIGN LOAD HS25.
3. EARTH COVER= 1' MAX.
4 CONCRETE STRENGTH ::: 3,500 psi
5. REINFORCING STEEL= ASTM A615, GRADE 60.
6. PROVIPEADDIT!ONAL REINFORCING AROUND
~=~~~~~~ ES~~;L zgD~~l~~:~;~~Ef;~:~~D,
THE SAME PWtE,
7. TRIM OPENING WITH DIAGONAL #4 BARS. EXTEND
BARS A MINIMUM OF 12• BEYOND OPENING, BEND
BARS AS REQUIRED TO MAINTAIN BAR COVER.
8. PROTECTION SLAB AND ALL MATERIALS TO BE
PROVIDED ANO INSTALLED BY CONTRACTOR.
9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY.
MANHOLE CAP DETAIL
SCALE: N.T.S.
P/<OJECTNo..
042" UNDERGROUND CMP DETENTION SYSTEM -467467-10
LA COSTA OAKS NORTH 3.2 CHILDCARE FACILITY
CARLSBAD,CA
467467
OE$1GN!aD:
MBB
Cli~CKEO-
SITE DESIGNATION: DETENTION BASIN Sl7EETNO
SEQ No !/ATia
10 1/2/15
CRAWN:
APPRO~ED".
P4 ,. 4
~ " ' §
I i ~ i
(jJ
12" MINIMUM
84"
4" -6"
FOUNDATION/BEDDING PREPARATION
1. RIGID OR FLEXIBLE PAVEMENT
2. GRANULAR ROAD BASE
3. 12" MIN. FOR DIAMETERS THROUGH 96"
18' MIN. FOR DIAMETERS FROM 102"
ANO LARGER MEASURED TO TOP OF RIGID
OR BOTTOM OF FLEXIBLE PAVEMENT.
4. SELECT GRANULAR FILL PER MSHTO Ml45
A 1, A2 OR A3, OR APPROVED EQUAL.
PLACED IN 8" LIFTS (COMPACTED TO MIN.
90% STANDARD DENSITY PERAASHlO 199.)
5. GRANULAR BEDDING. ROUGHLY SHAPED TO
FITTHE BOTTOM OF PIPE, 4" TO 6" IN DEPTH
PRIOR TO PLACING THE 6EDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND
STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED
DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL
MATERIAL AS APPROVED BY lHE ENGINEER ONCE THE FOUNDATION PREPARATION JS COMPLETE, 4"
~6R OF A WELL.GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING.
BACKFILL
THE BACKFILL SHALL BE AN A1, A2 OR A3 GRANULAR FILL PER MSHTO
M145, OR A WELL·GRADED GRANULAR FILL AS APPROVED BY THE SITE ENGINEER
(SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED !Na•
LOOSE LIFTS AND COMPACTED TO 90% MSHTO T99 STANDARD PROCTOR
DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO
MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND
AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A
TWO LIFT (16")01FFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL
PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT
THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC
CONDITIONS, AS APPROVED BY SITE ENGINEER.
BACKFILL DETAIL
SCALE: N.T.S.
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C(~NTECH.
ENGINEERED SOLUTIONS LLC
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CMP DETENTION SYSTEMS
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www.contechES.com CQNTECH
PROPOSAL
ORAWINO
BOLT, BAR AND STRAP
CONNECTOR
0½" BAR
0½" BOLT 0-RING
GASKET H-12 HUGGER
BAND
CONNECTION DETAIL
SINGLE SOLT, BAR AND STRAP
GENERAL NOTES
1. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
12~THRU 48", !·PIECE
54" THRU 96", 2-PIECE
102,. THRU 144", 3-PIECES
0-RING GASKET
2. BAND FASTENERS ARE ATTACHED WITH SPOT WEL.DS, RIVETS OR HAND WELDS
3. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2½" x}a". DIMENS!ONS
ARE SUBJECT TO MANUFACTURING TOLERANCES
H-12 HUGGER BAND DETAIL
SCALE: N.T.S.
042" UNDERGROUND CMP DETENTION SYSTEM -467467-10
LA COSTA OAKS NORTH 3.2 CHILDCARE FACILITY
CARLSBAD,CA
SITE DESIGNATION: DETENTION BASIN
,J\O L.
.;; ~
PROJECrN<>
467467
OESIGNED:
MBB
CtiECKW
Sl!l:ETNO.
SEQ No: M,S
10 112/15
!lRll"'IN·
A»'ROVED:
P2 " 4
/ ¢42" STEEL ORIFICE PLATE
,';'J J}' C-46670 :i \.ll
Q' ;o
\ • EXP. 00-30-2()18 ;,
'
' <o I
"'
(o
I
¢24" ORIFICE
¢2" ORIFICE
OUTLET CONTROL ORIFICE PLATE
SCALE: N.T.S.
ENGINEER OF WORK
R/2 ONO L. MARTIN
R E NO 48670 EXP. 6/30/16
~A,..,_.tr.____
DATE,
BENCH :tvIARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
l----+--+---------------t---1----f-----+-----l '-s_HsE,_c_,· ,c_' I_T_Y~o_F=' C--c~A~R_L_s_B_A_D_,., I sH8Ts I _ _ ENGINEERING DEPARTMENT
DATE INITIAL
ENGINEER OF WOR
HYDROMODIFICATION FACILITY PLANS FOR:
LA COSTA OAKS NORrfH
3.2DAYCARE
R,\0569\&Eng \Precise Grucilng \0569PG08.ciwgllF eb-26-2015,12,32 vwo /04526 W.O. No. 3212-0001
OU 0569