HomeMy WebLinkAboutDWG 497-1D; CT 16-05; QUARRY CREEK PA R 4B WEST; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD
MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE
CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
GRADING NOTES {CONT.,)
27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS
REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING
PLANS FOR THIS PROJECT, DRAWING NO. 497-/M, AND/OR AS DIRECTED BY
THE CITY ENGINEER OR CITY PLANNER. REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-28
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL
COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON
BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS
AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE
MANUAL TIME REQUIREMENTS.
OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR
ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FlCATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT
MUST BE FlLED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED
ON THE PERMITTEES POLICY IN THE MINIMUM AMOUNT OF $1,D00,000.00 FOR
29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, 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
EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY 30
MUST HAVE A RATING OF ''A-" OR BETTER AND A SIZE CATEGORY OF CLASS ·
VII OR BETTER AS ESTABLISHED BY BESTS KEY RATING GUIDE.
APPROVED BY THE CITY ENGINEER.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE Pli'0JECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICr WITH THE PROPOSED
WORK.
5,
6.
7.
8.
9.
NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED
FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
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 0(JTAINED AND A VALID GRADING PERMIT HAS BEEN
ISSUED.
NO REVISIONS WILL BE M(<DE TO THESE PLANS WITHOUT THE WRITTEN
APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON
THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY
31. THE C0NTRACr0R SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW)
AT LEAST 2 FULL WORKING DAYS PRIOR TO srARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY
REPRESENrA TIVE.
UNDERGROUND .S'ERVICE ALERT
SDC&E
AT&T
SPECTRUM CABLE
COX COMMUNICATIONS
CITY OF CARLSBAD (STREETS AND STORM DRAIN) * CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED
• S'AN 0/EGU/TO WATER DISTRICT * LEUCADIA WASTEWATER DISTRICT * VALLEC/T0S WATER DISTRICT * 0LIVENHA/N WATER DISTRICT
811
(800) 411-7343
(619) 231-2781
(800) 221-2600
(619) 262-1122
(160) 434-2980
WATER) (160) 438-2122
(760) 633-2650
(760) 153-0155
(760) 144-0460
(760) 753-6466
PRECISE GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA R-4B (WESTJ
MODELS
SH££T INDEX
SHEET NO.
1
2
3
DESCRIPTION
TITLE SHEET
KEY MAP, NOTES, DETAILS,
PRECISE GRADING PLANS
SP{CIAL NOTES
FOR S'PEC!AL NOTES S'EE SHEET 2.
LEGAL DESCRIPTION
TYPICAL SECTIONS
LOT 3 OF CARLSBAD rRACT CT 15-09, FM NO. 15-09,
IN THE CITY OF CARLSBAD, STA TE OF CALIFORNIA, FlLED IN THE COUNTY
OF SAN DIEGO ON _______ , AND LOT 10 OF CARLSBAD
TRACT CT I 1-04, MAP NO. 16038, IN THE CITY OF CARLSBAD, STATE
HAYMAR-
DR.
EL CAMINO
COUNTRY CLUB
"T)
Al ~ CA~S'BAD r
\
SITE "'-&
Y,, ~ ~ ~ ~
OF CALIFORNIA, FlLED IN THE COUNTY OF SAN DIEGO ON JULY 10, 2015. VICINITY MAP ~
R£F£R£NC£ DRAWINGS
SOUTH COAST MATERIALS QUARRY GRADING PLANS -owe. NO. 470-5A.
C/TY .. 0F CARLSBAD MASS GRADING PLANS -
QUARRY CREEK owe. NO. 484-5A.
NOT TO SCALE
THOMAS BROTHERS PG. 1107,
2006 EDITION
GRID A-2
WORK TO 8£ DON£
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FlLLS, 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 GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
STANDARDS ANO SPECIFICATIONS
/,
2.
3.
4.
5.
6.
1.
8.
9.
10.
CARLSBAD MUN/OPAL CODE.
CITY OF CARLSBAD ENGINEERING STANDARDS
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY
OF CARLSBAD STANDARDS.
CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CALTRANS CONSTRUCTION SITE BMP MANUAL
THIS SET OF PLANS.
PLANNING COMMISSION RESOLUTION NO. 'S 1209 DATED NOVEMBER 16, 2016.
ENVIRONMENTAL DOCUMENTS.· EIR NO. 11-02 DATED FEBRUARY 6, 2013.
STORM WATER POLLUTION PREVENTION PLAN: SW 14-292 PREPARED BY PROJECT
DESIGN CONSULTANTS DATED AUGUST 7, 2014 AND AMENDMENT NO. 8 DATED
NOVEMBER 3, 2015.
STORM WATER MANAGEMENT PLAN: SWMP 16-32 PREPARED BY SB&O, INC. DATED
OCTOBER 26, 20 I 6.
LEGEND
DESCRIPTION
PROJECT BOUNDARY
PR/VA TE STORM DRAIN
PRIVATE 6" AREA DRAIN
* STD. DWG. NO.
HOPE OR PVC (SIZE 4" U.N.0.)
DETAIL~SHEET 2
SYMBOL QUANTITY --------
SD ---477 L.F.
SD ---0----SD -
THE CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
* BUENA SANITATION DISTRICT (760) 726-1340 x1330 CITY OF CARLSBAD IMPROVEMENT PLANS -
QUARRY CREEK owe. NO. 484-5.
P.C.C. SIDEWALK G-7. G-9 (SDRSD)
21 EA.
1,493 S.F.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF.· (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FlELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FlELD TESTS. . ,
12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS
REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED
GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL
ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE
FlELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FlLL AREAS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD
SPEC/FlCAT/0NS AND THE "EARTHWORK SPEC/FlCATI0NS" ATTACHED TO THE
PRELIMINARY SOILS INVESTIGATION. DAILY FlELD COMPACTION REPORTS WILL BE
SUBMITTED TO THE PROJECT INSPECTOR.
13. A PREC0NSTRUCT!0N MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A
CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891
AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE
CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO
COORDINATE A DA TE AND TIME FOR THE PREC0NSTRUCT/0N MEETING.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING
PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
14. ALL INSPECTION REQUESTS OTHER THAN FOR PREC0NSTRUCT/0N MEETING WILL
BE MADE BY CALLING THE ENGINEER/NG 24-H0UR INSPECTION REQUEST LINE
AT (760) 438-3891. INSPECTION REQUEST 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.
15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS
AND REGULATIONS.
/6. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY
SUBMITTED A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED
AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER
PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF
CAVING GROUND DURING THE EXCA'IATION OF SUCH TRENCH OR TRENCHES OR
DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR
ALL TRENCHES FlVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE
CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE
PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE
CONSTRUCT/ON SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE,
THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE
CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE
SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
I 7. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS
BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR
BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLAST/NC
OPERATIONS.
18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER
ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN
7.·00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO
EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS
OR HOLIDAYS. (,I LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING
DEPARTMENT COUNTER.)
20.
21.
22.
23.
24.
25.
26.
ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO
THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO
BEGINNING OF WORK.
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.
BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES
ARE TO BE REMOVED EXCEPT ALONG HAYMAR DRIVE.
ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING
OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE
A MINIMUM ONE PERCENT SLOPE.
THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE SHOWN AS A APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
ALL SLOPES SHALL BE TRIMMED TO A FlN!SH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE
REMOVED AND DISPOSED Of-AT A SITE APPROVED OF BY THE CITY ENGINEER.
ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDR0SEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO
GRADE AS SHOWN ON THE APPROVED (,'RAD/NG PLANS.
* AS APPROPRIATE
32. 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 THE WORK IN PROGRESS 15. 16.120 AB
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FlNAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS 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
IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE
APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY
ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(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 THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS
ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE
REQUIREMENTS AND REC0MMENDA T!0NS OUTLINED IN THE PRELIMINARY
SOILS REPORT AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I)
YEAR AFTER THE CITY ENGINEERS APPROVAL, THESE PLANS MAY BE
REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE
REQUIRED FOR ANY SUCH RECHECK.
34. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN INCLUDE 'STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SATISFACTION OF THE CITY ENGINEER.
11/JECLARA TION OF RESPONSIBLE CHARG£11
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 S'ECT/0N 6103 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.
FlRM: SB&O, INC.
ADDRESS· 3990 RUFFIN ROAD, SUITE I 20
CITY, STATE.' SAN DIEGO, CA. 92123
TELEPHONE.· (858) 560-I 141
BY.· IL ~ lk:: MRON;_qRfER R.C.E. 68541
REGISTRA TIJ;:; EXPIRATION DATE.' 9-30-11
SOILS £NGIN££R's CERTIFICATE
I, RODNEY MIKESELL, A REGISTERED GE0TECHNICAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FlELD OF APPLIED 50/LS'
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES OF DECEMBER 201 I AND FEBRUARY 2015. TWO
COPIES OF THE SOILS REPORT DATED MAY, 2015, COMPILED FROM rHIS STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER.
SIGNED: ~'-· • ~
C.E. NO.: 33 I
DATE.· ~ J 9 _ I 7
LICENSE EXPIRATION DATE.· 6-30-20£€/''f)
OWNER'S CERTIFICATE
I (WE) HERE[jfr CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR Wl.'J,L BE~~.'A/NED TO SUPERVISE OVER-ALL GRADING··· ACTIVITY AND ADVISE ON !/{HE C ON AND STABILITY OF THE SITE. I .: - -
I .' ' I I /
! , / -c--<' 5 'Ii' ~1-
URE R. KREJ0WfCZ, MANAGER
PRESIDIO CORNERSTONE QC, LLC
A DELAWARE LIMITED LIABILITY COMPANY
BY.· CORNERSTONE COMMUNITIES, LLC
I VATE
A CALIFORNIA LIMITED LIABILITY COMPANY, ITS OPERATION MANAGER
QUARRY CREEK R-4A ROUGH GRADING PLANS -owe. NO. 497-1A/GR 20/6-0005.
QUARRY CREEK R-4A PRECISE GRADING PLANS -
DWG. NO. 491-1B/GR 2016-0009.
QUARRY CREEK R-4B ROUGH GRADING PLANS -owe. NO. 491-1C/GR 2016-0019.
QUARRY CREEK R-4A IMPROVEMENT PLANS -owe. NO. 491-1E/R0W 2016-0007.
QUARRY CREEK R-4B IMPROVEMENT PLANS -owe. NO. 491-1F/R0W 2017-0110.
OWNER/APPLICANT • PRESIDIO CORNERSTONE QC, LLC.
4365 EXECUTIVE DRIVE, SUITE 600
SAN DIEGO, CA. 92121
(858) 458-9700
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83, ZONE 6,
1991.35 EPOCH GRID BEARING BETWEEN POINTS CLSB-087 AND
CLSB-088 PER RECORD OF SURVEY NO. 11271. ,:e. N76"15'00''W.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT
DESIGN CONSULTANTS. METHODS FROM INFORMATION GATHERED IN MARCH
2014 BY PROJECT DESIGN CONSULTANTS PH0T0GRAMMETRY SHOWN
HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS'.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) /61-040-11
AND 21 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 366-1611.
EARTHWORK QUANTITIES
CUT:
Flll:
EXPORT:
150 C.Y.
0 C. Y.
150 C.Y.
LIST OF ABBREVIATIONS
EXIST.
R/W
TYP.
F.G.
T.C.
F.F.
s.c.
AC.
f
1£
I[
MIN.
P.P.
E.P.
DIA.
E. O.E.
V. C.P.
S.F.
L.P.
R.C.P.
T. w:
S.M.H.
G.F.
D.U.
EXISTING
RIGHT-OF-WAY
TYPICAL
FlNISHED GRADE
TOP OF CURB
FINISHED FLOOR
SUBGRADE
ACRE
PROPERTY LINE
CENTERLINE
FLOW LINE
MINIMUM
POWER POLE
EDGE OF PAVEMENT
DIAMETER
EXISTING OVERHEAD ELECTRIC
VITRIFIED CLAY PIPE
SQUARE FEET
LOW POINT
REINFORCED CONCRETE PIPE
TOP OF WALL
SEWER MANHOLE
GARAGE FLOOR
DWELLING UNIT
B.W.
H.P.
F.S.
C.B. c.o.
D.C.
P.C.C.
STA.
owe.
MAX.
ELEV. o.c.
SIM.
ST. LT.
PVT.
DWY.
PKWY.
S.D.C.0.
CTR.
MOD.
s.c.o.
U.N.O.
I.E.
C. Y.
BOTTOM OF WALL
HIGH POINT
FINISHED SURFACE
CATCH BASIN
CLEAN0UT
DECOMPOSED GRANITE
PORTLAND CEMENT CONCRETE
STATION
DRAWING
MAXIMUM
ELEVATION
ON CENTER
SIMILAR
STREET LIGHT
PRl'IATE
DR/vcWAY
PARKWAY
STORM DRAIN CLEAN0UT
GUTTER
MODIFIED
SEWER CLEAN0UT
UNLESS NOTED OTHERWISE
INVERT ELEVATION
CUBIC YARD
PRIVATE A.G. PAVING AND BASE
(CLASS II) PER owe. 497-IF
6" CURB PER owe 497-!F
TYPE "o" PEDESlHIAN RAMP
PER 0WG'. 484-5
PRIVATE 1" WATER SERVICE WITH
I " METER AND FlRE SPRINKLER
SYSTEM PER owe 497-IF
PRIVATE 4" S'EWER LATERAL WITH
CLEAN0UT PER owe. 497-IF
RETAINING' WALL PER owe. 497-tc
I
G-1 (S'DRS'D)
G-31, C-32A, G'-32B ('iDRSD)
---□ -{vi) CMWD W-3A
5-6: S-7
C-3, C-4 (S'DRS'D)
-+:----0
* AS MODIFIED BY THE CITY OF CARLS'BAD STANDARD DRAWINGS, VOLUME 3, CHAPTER 2.
LEGEND ~ EXISTING IMPROVEMENTS
DESCRIPTION
EXISTING ELEVATION
EXISTING CONTOUR
EXISTING SEWER LATERAL
EXISTING WATER LATERAL
EXISTING CURB AND CUTTER
EXISTING EASEMENT
EXISTING GAS
EXISTING ELECTRIC
EXISTING SEWER
EXISTING WATER
EXISTING FIRE HYDRANT
EXISTING SEWER MANHOLE
EXISTING GUARDRAIL
EXISTING STORM DRAIN
EXISTING STORM DRAIN CLEAN0UT
EXISTING STORM DRAIN INLET
SYMBOL
(17_0 Q) ---
------------2 70 ----c--
------+-' --< .. ~
G
E ------
s -----
'.,! ---
1>0\<I
s ---()---
-!_J---------0-------[J---------0---
====fil:== = 1C91===
DIO~L~RT
OJ
811
POST-CONSTRUCT/ON BMP TABLE 11 AS BUIL T 11
STORM WATER TREATMENTS THAT APPLY:
□ STANDARD ST0RMWATER REQUIREMENTS
i8J PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM HYDRDMDDIF!CATIDN
□ YES
l8J NO
L t-Lv/ "f-27-l'f
DATE
TYPE DESCRIPTION OWNERSHIP MAINTENANCE
AGREEMENT
SHEET NO. owe. NO. 484-5A
MAINTENANCE
FREQUENCY
SB&D~
PLANNING ENGINEERING
3890 FlLl:°fin Road, SL11t.e '120
San □1egcJ, Ca. 92123
U~(:J-/::i6lYI 1 4 '1
R~Jf:H:::JB[l-8157 FHX
SURVEYli'-JG
TC-32 BIO-RETENTION
BASIN PRIVATE BMP MAINTENANCE
AGREEMENT 9, 10, 15 2 TIMES PER
YEAR (MIN.) I 0-l·l°I
CITY BENCHMARK:
INSPECTOR DATE
1--~-··-=---+-L--+---------------_j__-_j___-l--_-l--___J I SHE,ET I CITY OF CARLSBAD I SHEJE·T·S]
ENGINEERING DEPARTMENT :===-==========--=-~·~-~
-----------__ _, __ __, PRECJSE GRADING PLANS FOR
-------L_ QUARRY CREEK
PLANNING AREA R-48 {WEST) MODELS
GR 2016-0022 TITLE SHEET PUD 16-06
DESCRIPTION: CLSB-088 2" IRON PIPE W/OISK MARKED ---------~--~=---f-----+---+-------------------1----1----'----'----l APPROVED: I J.. y !}/J;r/4 JASON S. GELDER T
5•/>·Zt>l)-'l.s. 6215"
LOCATION: IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD
VILLAGE OR., 0.1 Ml. £AST OF PONTIAC OR.
RECORD FROM: ~R_.0_.S. _~1_72_1_1 ___________ _
f·Z7-l'f A.P. AS-BUILT
- ------+-----l
DATE INITIAL DATE INITIAL DATE INITIAL
ELEVATION: 317116 M.S.L DATUM: ~N~.c=·~v.=o~. ~1=92=9~--ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CITY ENGINEEI( ___ PE639L2 __ EXf'LRES9/30/1~8 __ __cD"-A"'TEc.__
OWN BY: .)fO [JROJECT NO. I DRAWING NO.
~~g ~~:-V=''--T __ ,_6_-_o._s __ . 497-tD
AS-BUILT
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GRAPHIC SCALE KEY MAP
SCALE: I" = 100'
100 0 100 200 300
SPECIAL NOTES:
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF
WORK. THE CITY ENGINEERS SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE
NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
/. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BOTH
VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING OPERATIONS.
2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES SUFF/C/ENTlY
AHEAD OF CONSTRUCT/ON TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF
LOCATION OF EXISTING UTILITIES.
3. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRMED BY
FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK.
4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL CONSTRUCT SMOOTH TRANSITION
BETWEEN FINISH GRADES AND SUBGRADES SHOWN.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION
DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY,· THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS,· AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER,
THE CITY, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN
CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
6. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF THE
STATE OF CALIFORNIA SAFETY ORDERS.
7. QUANTITIES SHOWN ON Tf/lS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES
ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BID AND NOTIFY Tf!E ENGINEER
OF ANY SIGNIFICANT DISCREPANCIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER {OR NOT) Tf!E FIELD CONDITIONS
AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF FIELD CONDITIONS DIFFER
FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT
SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN)
PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALLING STORM DRAIN
STRUCTURES .
.9. IF ANY EXISTING HARDSCAPE OR LANDSC'APE INDICATED ON THE APPROVED PLANS IS DAMAGED OR
REMOVED DURING DEMOLITION OR CONSTRUCT/ON, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND
AND EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERMITTEE.
10. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATION OF RECORD.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR
REMOVAL OF EXISTING UTILITIES AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES.
//. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIN/NG ALL S.W.P.P.P. (N.P.D.E.S.) DOCUMENTS
ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND STATE REQUIREMENTS.
12. ALL RETAINING WALL SUBDRAINS SHALL BE INSTALLED PER SPECIFICATIONS OF THESE PLANS OR
GEOTECH RECOMMENDATIONS AND SHALL BE CONNECTED OR STUBBED TO NEAREST STORM DRAIN
PIPES.
"AS BUILT"
P.E. __ _ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
. DATE 811
® PLANf'.111'-JG E:NGINE:ERING
3880 rtuffin Floc'l0, EiLitc 'I 20
San Oiegr;.J, C:;:i. 82'12:3
BS8-!::::iFJQ-.'I '14'1
!::bS-50[ .. H;:l'I c:i / Fax
SURVEYlf'-.IG
s-~~17
DATE
av,,,-----ADOB£ SPRINGS
ROAD {PUBLIC)
r--N.D.S. 6" POLYOLEFIN GRATE WITH U.V. INHIBITORS
I ATRIUM TYPE FOR PLANTER. ROUND GRATE FOR I TURF AND HAf!DSCAPE
6" N.D.S. SPEE-D CATCH-~ • 1-6 DIA. P.V.C. RISER
BASIN OUTLET A ... S REQUIRED '\•., mm / PIPE (LENGTH AS REQUIRED)
// 1-FINISH GRADE
.2% MIN. \ 1 2% MIN. ------·-----, _,,_ /\ \ •--, \-.,1-----------\,,:::
NOT£:
FOR DRAINS LOCATED ON PIPES LARGER THAN 4" DIAMETER,
USE TEE FITTING WITH ADAPTER AND 6" RISER.
DETAIL ~ AREA DRAIN
NOT TO SCALE
CITY BENCHMARK:
DESCRIPTION: CLSB-088 2" IRON PIP£ W/DISK MARKED
'!.S. 6215" --
LOCATION: IN TOP OF CUT SLOP£ 50' NORTH OF CARLSBAD
R/W
OPEN SPACE 12'
30'
/8'
60'
{{
,_i_ -----
B,E ___ . 12' _ + --~/2'
LANE I STRUCTURAL.
(\;-:':,-, SECTION PER\,
R/W
30'
18' 12'
')."'. 'ow~ 484 5 ' 'f':, 2 m,. -( 2%
LOT 4
-\~; _::-=._~ 2% \_ 2% -=-E~ . ~-:'; ~7 [c"J t :£,;.~I~.;~ = :~.;.~ .. -~;=!~~~~~~; = ~--~-~.~~~ ~T'" ... [,,c;, ; ''~{';;
STABILIZED D. G. TRAIL . ···EXIST. TYPE 't'" /
WITH 6" CONCRETE CURB AND GUTTER (TYP.) 5' WIDE NON-CONTIGUOUS/
CURB EDGING P.C.C. SIDEWALK
TYPICAL SECTION ~ EXISTING MARRON ROAD {PUBLIC,)
NOT TO SCALE
STA. 27+32.89 TO 32+93.00±
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SEE CITY OF CARLSBAD DWG. NO. 484-5
R/W 60' R/W
OPEN SPACE
30' 1------------t--·------30' ------------,
13' 17' 17' /3' 1------r---------~+----~-----t~----1 LOT 4/LOT 8
7.5' 5.5' 6' I I' 1 I' 6' 7.5' 5.5' =~·+-"~-t---~---~-~~-~-~~--=---t--== . ...,
' BIKE I BIKE ' LANE STRUCTURAL ·, 1 LANE
()',\ ,t/ Y(;\,
/V' J f". ,1-:"-_,-11'"'-i,,.
6' WIDE STABILIZED/ ··EXIST. TYPE "G"
I I
5' WIDE NON-CONTIGUOUS·/ D. G. TRAIL WITH 6" CURB AND GUTTER (TYP.)
CONCRETE CURB EDGING P. C. C. SIDEWALK
TYPICAL SECTION ~ EXISTING MARRON ROAD {PUBLIC,)
r
""'· . .,,
~ ">'+ :.J
ff.
I
NOT TO SCALE
STA. 10+47.29, P.C.R. TO 27+32.89
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SEE CITY OF CARLSBAD DWG. NO. 484-5
5'
54.2' GENERAL UTILITY AND
PUBLIC ACCESS EASEMENT
44'
17'
34'
{{ 17'
ff.
7
r--5.2' +-7
2% ·-
4" A. C. PAV/NG
WITH 6" C.L.
BASE
NOT TO SCALE
FROM STA. l0+00± TO l2+50±
T.f. = , PRELIMINARY R-VALUE =
"AS BUILT"
~/l-,..fl~ q.z7-Jq
P.E. 68547 J;x;, q-'30·21 DATE
INSPECTOR
~ CITY OF CARLSBAD I SH3EETS:
t----+---f-----------------+---+---t----f---1 L_Z__j ENGINEERING DEPARTMENT '=:'.-==~--:=-----===~.
------------+----+---+---+----1
t----+---f-----------------+---------
PREClSF: GRADlNG PLANS Ji'OR:
OUARRY CREEK
PLANNING AREA R-48 {W£ST) MODELS
KEY MAP /NOTES/DETAILS
GR 2016-0022 TYPICAL SECTIONS PUD 16-06
APPROVED: JASON S. GELDERT
,;, I '5, 2,D}f
_11_t_LA_C_£_D_R.~, _o_. I_U_1._E4_S_T_O_F_P_O_N_Ti_l4_C_D_R_. --e-"-·CCZ~7~· '~q-Acc.~P.~t-A_S_-B_U_I L_T~--------... _ ..... .
DATE INl-nAL
-
--t-----+---, @ ENGIN_ITR PE 639121:_XPIRES 9/30/18
g~~D B~~: ffi 11 PROJECT NO.
DATE I
DRAWING NO.
ELEVATION: 3J.7J.7.6_M.S.L. DATUM: N.C.V.D. 1929
RECORD FROM: R.O.S. 17271
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL RVWD BY:~~ 1 CT f 6-05 CITY APPROVAL 497-ID
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GR,4PHIC SC,4L£
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MEANDERING WALK AND DRAINAGE-· ----
PER DWG, NO, 497-1B.
---------
.. .
NOT£· 9·Z7-l'1 A .P.
/ / / // INDICATES ENHANCED ELEVATION DATE INITIAL
ENGINEER OF WORK
30
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809317996
CONSTRUCT/ON NOTES
(j) PR/VA TE 6" P. V. C. STORM DRAIN.
0 PUBLIC 12" P.V.C, DOMESTIC WATER, CL. 150, C-900 PER DWG.
NO. 497-1F. 0 PUBLIC 6" P.V.C, RECYCLED WATER MAIN PER DWG. NO. 497-1F.
0 PUBLIC 10" P.V.C. SEWER MAIN, DR-35 PER DWG. NO, 497-1F.
0 PRIVATE 6" TYPE 'G" CURB AND GUTTER. PER DWG. NO, 497-1F.
0 PRIVATE MODIFIED 4" ROLLED CURB AND GUTTER. PER DWG. NO. 497-1F.
NOTE:
ALL PR/VA TE STORM DRAIN IS 4" P. V. C.
UNLESS NOTED OTHERWISE.
·RETAINING WALL PER ROUGH
GRADING DWG. NO, 497-IC,
) 127.2 F.S.
!J().:J f./-.
130_2 s.c-,·_
d4'-J§~t:3St~\~~~ SB&O~ :ff; . ·-, ":: I ;:::::---, , \ I,'-<,-() ~-', c<'\\ 1;{:"'<' 11 (•S'\ ' ·'/,0 ·,\\ "1,_\\ PLANNING ENGINEERING SURVEYlf-..JG ;'i,-.~ ,/ <~. ,...;:_ \' c1\\ //v,, I/ z· \'' 1\ z_\\ :::isao F-<ulllr1 noc1d, SL11te 1 ~~o 1-I ~ '" I I Srir, Dif-c''J''· '>c1. 8;':~1 ;;~~-3 \ I:;_ I , ~10.f:.13547 _ ), ~!I) H:::if::3-5UU-'l 14'1
11« \\(\ E,~, 9/3:J/P 11/ /J 85B-560-8157 Fax
'-\+_'\, ' J,1 ~/!
811
1 "AS'i7 BUil T"
' "'7 I .,,111~ ./ q-21-1q
I
,'.tP. q-J0-21 RCE 68547 DATE
REVIEWED BY:------iv \~;!_A -,~, C,' '/ 1 \ __ _,;/#/
'-~".,!· '<:.-:::=:-_:>-', p 5~5~17 7t:7IA I 0-1-('7 ,::::;'.:::-_f!_~:__~~jf'd.·· MRON 'PAR ER DIITE INSPECTOR DATE
------
: SHEET] l~ITY OF CARLSBAD SHEETS
-· ' 3. . . ENGINEERING DEPARTMENT _ 3
·----
!PRECISE GRADING PLANS FOR ----
-----QUARRY CR££K
PLANNING AREA R-48 {WEST} MODELS
' GR 2016-0022 PRECISE GRADING PUD 16-06
APPROVED: ;7 JASON S. GELDERT :
/ i,N'l,A, ·--------
1 .J I ~•IS·Z.01:,-
CITY. ENGINEER' PE 63912 EXPIRES 9/30/18 DATE
AS-8UIL T ----------
DWN BY: S8&:0 PROJECT NO. J. DRAWING NO, DATE INITIAL DATE INITIAL .CHKD BY:___:,.&_ REVISION DESCRIPTION I CT 16-05 497-ID OTHER APPROVAL CITY APPROVAL RVWD BY: I
AS-BUILT
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