HomeMy WebLinkAboutDWG 497-1B; CT 15-09; QUARRY CREEK PA R-4 EAST; 01-04GRADING 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. APPROV,4L OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROV,4L, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
GRADING NOTES (CONT..)
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS
REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING
PLANS FOR THIS PROJECT, DRAWING NO. 484-5M, 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-29·
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
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 CONSTRUCTION. 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
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT
MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED
ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR
30. 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 ANO 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 31 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 PROJECT SITE SUFFICIENTLY
AHEAD 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.
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 HA VE BEEN OBTAINED
FROM THE CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE
ANY WORK OR GRADING TO BE PERFORMED 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 THE REVISION BLOCK, ON
THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY
THE CITY.
11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
32. 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 (BOO) 660-7343
PACIFIC BELL (800) 892-0123
TIME WARNER CABLE (760) 438-7741
COX COMMUN/CATIONS (760) 806-9809
CITY OF CARLSBAD (STREETS ANO STORM DRAIN) (760) 434-2980 * CITY OF CARLSBAD {SEWER, WATER ANO RECLAIMED WATER) (760) 438-2722 * SAN DIEGU/TO WATER DISTRICT (760) 633-2650 * LEUCADIA WASTEWATER DISTRICT (760) 753-0155 * VALLEC/TOS WATER DISTRICT (760) 744-0460 * OLIVENHAIN WATER DISTRICT (760) 753-6466 * BUENA SANITATION DISTRICT (760) 726-1340 * OCEANSIDE SEWER DISTRICTS (760) 435-4500 * CITY OF VISTA (ENGINEERING) (760) 639-6122 * AS APPROPRIATE 12. 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 33. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR &'EOLOG/ST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS 15.16.120 AB
CARLSBAD MUNICIPAL CODE.
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 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
FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD
SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE
PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE
SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELO 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 DAY.5' PRIOR TO STARTING CONSTRUCT/ON. THE
CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO
COORDINATE A DATE AND TIME FOR THE PRECONSTRUCT!ON MEETING.
B. PRIOR TO FINAL 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 RECOMMENDATIONS OUTLINED IN THE PRELIMINARY
SOILS REPORT ANO ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING 34.
PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE
REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE
REQUIRED FOR ANY SUCH RECHECK.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT!ON MEETING WILL
BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE
AT {760) 438-3891. INSPECTION 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
DA Y.5' LATER.
16. 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.
17. 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 V,4 TION OF SUCH TRENCH OR TRENCHES OR
DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR
ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE
CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE
PLAN VARIES FROM THE SHORING SY.S'TEM STANDARDS ESTABLISHED BY THE
CONSTRUCTION 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 EXCAV,4T/ON.
18. 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 BLASTING
OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, ANO 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.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER
ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN
7.·00 A.M. ANO 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO
EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS
OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING
DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO
THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA Y.5' 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 EXCEPT ALONG HAYMAR DRIVE.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING
OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE
A MINIMUM ONE PERCENT SLOPE.
25. 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.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE
REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDED
WITHIN TEN {10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO
GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
35. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL INVESTIGATION, QUARRY
CREEK, CARLSBAD/OCEANSIDE, CALIFORNIA" PREPARED BY GEOCON, DATED
MAY 15, 2015 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IS SAID SOILS REPORT.
36. 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.
110ECLARATION OF RESPONSIBLE CHARGE 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 SECTION 6703 OF THE BUSINESS ANO 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.· SB&O, INC.
ADDRESS.· 3990 RUFFIN ROAD, SUITE 120
CITY, STATE.· SAN DIEGO, CA. 92123
TELEPHONE.· (858) 56D-1141
BY.· tl. wJ ~ //,tS·(t.
MRON PARK,l?R.C.E. 68547 DATE
REGISTRATION EXPIRATION DATE.-9-30-17
SOILS ENGINEER'S CERTIFICATE
I, RODNEY MIKESELL, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREV,4LENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES OF DECEMBER 2011 AND FEBRUARY 2015. TWO
COPIES OF THE SOILS REPORT DATED MAY, 2015, COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER.
SIGNED: ~c.. · ~ • a
G.E. NO.: 533
<
DATE.· II -i_ B -t w
LICENSE EXPIRATION DATE.· 6-30-2ol;J!
OWNER'S CERTIFICATE
I (WE} HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO
ADVISE ON TH/; COM£t CT/ON AND STABILITY OF THE SITE.
URE R. KRETo°'wt,,L, MANAGER • • M ,~~
PRESIDIO CORNERSTONE QC, LLC
A DELAWARE LIMITED LIABILITY COMPANY
BY.· CORNERSTONE COMMUNITIES. LLC
A CALIFORNIA LIMITED LIABILITY COMPANY, ITS OPERATION MANAGER
PRECISE GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA R·4A (EAST)
MODELS
SHEET INDEX
SHEET NO.
1
2
3
DESCRIPTION
TITLE SHEET
KEY MAP, NOTES. DETAILS.
PRECISE GRADING PLAN
EL CAMINO
['.! COUNTRY CLUB
,,
TYPICAL SECTIONS
PACKARD _,,,_ EL SALTO -' / j 78 / FALLS ST.
SPECIAL NOTES
FOR SPECIAL NOTES SEE SHEET 2.
LEGAL OESCH/PT/ON
V (_ ~ -~ / \ ~MARRON RD.
HAWAR-\'--~~~ ~ fl//)' ,) --LAKE
DR. 'i ADOBE ,;:_ ·!k ?l-RD. ~ SPRINGS RD. ·-MARRON 6
LOT 4 ANO LOT 10 OF CARLSBAD TRACT CT 11-04, MAP NO. 16038,
CITY OF CARLSBAD, STATE OF CALIFORNIA, FILED IN THE COUNTY OF
SAN DIEGO ON JULY 10, 2015.
REFERENCE DRAWINGS
CARLSBAD TRACT 83-21 VILLAGES "o" AND "p-1:
DWG. NO. 244-3.
SOUTH COAST MATERIALS QUARRY GRADING PLAN
DWG. NO. 470-5A.
MARRON ROAD GRADING PLAN DWG. NO. R 11148 -
CITY OF OCEANSIDE.
MARRON ROAD IMPROVEMENT PLAN DWG. NO. R11146 -
CITY OF OCEANSIDE.
CITY OF CARLSBAD MASS GRADING PLANS -
QUARRY CREEK DWG. NO. 484-5A.
CITY OF CARLSBAD IMPROVEMENT PLANS -
DWG. NO. 484-5.
QUARRY CREEK R-4A EAST IMPROVEMENT PLAN DWG. NO. 497-IE.
QUARRY CREEK R-4A EAST ROUGH GRADING PLAN DWG. NO. 497-!A.
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 NADBJ, ZONE 6,
1991.35 EPOCH GRID BEARING BETWEEN POINTS CLSB-087 AND
CLSB-088 PER RECORD OF SURVEY NO. 17271. ,:e. N76'!5'00"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 PHOTOGRAMMETRY SHOWN
HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-040-11
AND 21 OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS.· 366-1671.
EARTHWORK QUANTITIES
CUT.· 600 C. Y.
FILL: 0 C. Y.
EXPORT.· 600 C. Y.
LIST OF ABBREVIATIONS
EXIST.
R/W
TYP.
F.G.
T.C.
F.F.
S.G.
AC.
Ii
(i
I[
MIN.
P.P.
E.P.
DIA.
£0.E.
V.C.P.
S.F.
LP.
R.C.P.
T.W.
S.M.H.
G.F.
D.U.
EXISTING
RIGHT-OF-WAY
TYPICAL
FINISHED 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.G.
P.C.C.
STA.
DWG.
MAX.
ELEv. o.c.
SIM.
ST. LT.
PVT.
DWY.
PKWY.
S.D.C.O.
CTR.
MOD. s.c.o.
U.N.0.
I.E.
C. Y.
BOTTOM OF WALL
HIGH POINT
FINISHED SURFACE
CATCH BASIN
CLEANOUT
DECOMPOSED GRANITE
PORTLAND CEMENT CONCRETE
STATION
DRAWING
MAXIMUM
ELEVATION
ON CENTER
SIMILAR
STREET LIGHT
PRIVATE
DRIVEWAY
PARKWAY
STORM DRAIN CLEANOUT
GUTTER
MODIFIED
SEWER CLEANOUT
UNLESS NOTED OTHERWISE
INVERT ELEV,4 TION
CUBIC YARD
RD. .
SIT£
\
VICINITY MAP
NOT TO SCALE
THOMAS BROTHERS PG. 11D7,
2006 EDITION
GRID A-2
POST-CONSTRUCTION BMP TABLE
STORM WATER TREATMENTS THAT APPLY.·
□ STANDARD STORMWATER REQUIREMENTS
t8l PRIORITY PROJECT REQUIREMENTS
TYPE
TC-32
DESCRIPTION
BIO-RETENTION
BASIN
OWNERSHIP
PR/V,4TE
EXEMPT FROM HYDROMODIFICATION
□ YES
MAINTENANCE
AGREEMENT
BMP MAINTENANCE
AGREEMENT
0 NO
SHEET NO. owe. NO. 4B4-5A
10, 13
MAINTENANCE
FREQUENCY
WORK TO BE OONE
THE 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 GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
STANOAROS ANO SPECIFICATIONS
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD ENGINEERING STANDARDS.
3. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
4. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY
OF CARLSBAD STANDARDS.
5. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CALTRANS CONSTRUCTION SITE BMP MANUAL
6. THIS SET OF PLANS.
7. PLANNING COMMISSION RESOLUTION NO. 7195.
8. ENVIRONMENTAL DOCUMENTS.· EIR NO. 11-02 DATED FEBRUARY 6, 2013.
9. STORM WATER POLLUTION PREVENTION PLAN.· SW 14-292 PREPARED BY PROJECT DESIGN
CONSULTANTS DATED AUGUST 7, 2014, AND ADDENDUM SWPPP NO. 16-386.
10. STORM WATER MANAGEMENT PLAN: SWMP 16-32 PREPARED BY SB&O, INC. DATED
OCTOBER 28, 2015.
LEGEND
DESCRIPTION
PROJECT BOUNDARY
LOT LINE
ENHANCED ELEVA T!ON
VINYL FENCE
* STD. DWG. NO. SYMBOL --------
-·-·-·-·-·-·-
BLOCK WALL -X -X -
!~;::~:M._'B-'ER--_--------_ ------------~~~~-------------· -__ -_-___ -__ -___ -_-__ -_ -----------------_-_-@
PLAN TYPE
.r/:'/!,/1 /~ -11_ C. /-\·: ~ :·.v..::i ,,1,.1.:D
-~,'.1 ;,~--(C! AS.S l)
P. C. C. SIDEWALK
1-!/,/1v;£1/y • .:i" v,;:,1_:, /1) :.,-;__ •·.-'t✓?c.:_ W1.//I •·" u~,--.:_,.-· A 1JL:.1 i::..>1,:,'.'(:-:_ow
G-7, G-9 (SDRSD)
SEWER BACKFLOW PREVENTER
PRIVATE STORM DRAIN HOPE OR PVC (SIZE 4" U.N.O.}
0
SD ---
QUANTITY
3,025 S.F.
5 EA.
585 L.F.
PRIVATE 6" AREA DRAIN SEE DETAIL, SHEET 2 -SD ---0---SD -40 £4.
* AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS. VOLUME 3, CHAPTER 2.
LEGEND ~ EXISTING IMPROVEMENTS
DESCRIPTION
EXISTING ELEVATION
EXISTING CONTOUR
EXISTING CURB AND GUTTER
EXISTING EASEMENT
EXISTING GAS
EXISTING ELECTRIC
EXISTING SEWER
EXISTING WATER
EXISTING FIRE HYDRANT
EXISTING SEWER MANHOLE
EXISTING GUARDRAIL
EXISTING STORM DRAIN
EXISTING STORM DRAIN CLEANOUT
EXISTING STORM DRAIN INLET
EXISTING DDCV
EXISTING BACKFLOW DEVICE
SYMBOL
. .JJl0.02
---------·--------
E
' -------
\.,/
)a~•j
0
-· -1--1: ----C!-----0-
ih,--j
L _ _:_.=-~J
DlwiL ~~T _L,z ~£,~IL T" ,_,,,,
fi P.E. 68547 f EXP. Cf-30-Z/ DATE
811 t Q-(-(j__
DATE
l----+----+-------------,l----+--t---+-----t[.sH_E~ETl._c_rT_Y_o_F_c_A_R_L_s_B_A_D~lsH4Tsl _ ENGINEERING DEPARTMENT
f---+----f------------------+--------------·f------··--··----1---1 ~--------------------~
f---+----f--------------·--·-----------+----+---+---+-------< PRECISE GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA R-4A (£AST)
BB&D~
CITY BENCHMARK: -' t-----+---t--------------------,----+-------,f-------i TITLE SHEET MODELS GR 2016-000q
PLANNING ENGINEERING SURVEYING
3880 Ruffiri Ru.:JU, Suite 120
San Piego, Ca. 82123
858-560-11 41
B5B·5B0-B1 57 Fax
DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED • f---+----f-----------·---·-. ----------l-----+---1--------1----------0 APPROVED: / :,,_, '}-/;-;-JASON S. GELDERT
_'t_.s_. _6._'2_15_" ___________ _,__ f-----+---+---=----------------+----+---i------i--------i llaA ,v ~ 1 z · t. 3 · If.
t-q •• z-;;7,-.. rqc;t,A:;;.-,-P,_.. --t--,Ai,:-S_-,-.6;",ll;-;:I Lc;;Te,.;,;=;~;;---------------ii----,-~t;:-:-;,-;-c;,=~ ~C-I-TY_E_N-GI-N.,--EE----,"R'="-p'"'E~6:.:.3"-91---2---E---XP-IR-,-E---S-9~/30-'c-/18-DATE LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE DR., 0. I Ml. EAST OF PONTIAC DR.
RECORD FROM: R.O.S 17271
ELEVATION: JI 7.176 M.S.L. DATUM: N.C. V.D. 1929
4-26-17 SBiD /1\ I\Q/lf[) SHEET 4. S·JS·H ~ OWN BY: SB&O I PROJECT NO. I DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: c_.1{_) _ CT 15-09 497-18
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: . ~--------
' ' AS-BUILT
I
060117
□' :JJ;
§
2
Gl
2 C s: tu m :0
□ :0
i 2
in
2 C s: tu m
:0
100
LOT 14
1YAP i'!O. 16038
GRAPHIC SCALE ----0 100
SPECIAL NOTES:
200 300
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTlONS TO THE CONTRACTOR BY THE ENGINEER OF
WORK. THE CITY ENG!NEER's SIGNATURE ON THESE PLANS DOES NOT CONSTlTUTE APPROVAL OF THESE
NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
I. THE CONTRACTOR SHALL VERIFY THE LOCATlON OF ALL EX/SllNG UNDERGROUND UT7Lll7ES BOTH
VERTlCAL AND HOR/ZONTr1L PRIOR TO COMMENCING GRADING OPERATIONS.
2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES SUFFICIENTLY
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF
LOCATlON OF EX!SllNG UTILITIES.
3. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRMED BY
FIELD MEASUREMENT PRIOR TO CONSTRUCT/ON 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 CONSTRUCTION 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. QUAN1717ES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES
ONLY. THE CONTRACTOR IS TO ESTlMATE HIS OWN QUAN1717ES FOR BID AND NOTIFY THE ENGINEER
OF ANY SIGNIFICANT DISCREPANCIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE FIELD CONDITIONS
AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF FIELD COND/TlONS DIFFER
FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTr1CT THE SITE SUPERINTENDENT
SUFFICIENTLY AHEAD OF CONSTRUCT/ON TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN)
PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTr1LLING STORM DRAIN
STRUCTURES.
9. IF ANY EX!SllNG HARDSCAPE OR LANDSCAPE 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/PERM/TT££.
10. ALL EXISTING UT!LlllES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATION OF RECORD.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTlONARY 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.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIN/NG ALL S.W.P.P.P. (N.P.0.£.S.) DOCUMENTS
ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND STATE REQUIREMENTS.
12. ALL RETAINING WALL SUBDRAINS SHALL BE INSTALLED PER SPEC/f7CAT!ONS OF THESE PLANS OR
GEOTECH RECOMMENDATlONS AND SHALL BE CONNECTED OR STUBBED TO NEAREST STORM DRAIN
PIPES.
"AS BU IL T"
P.E. 68547 "XP. q-30-21 DATE
. INSPECTOR
l Q..-I -f C,
DATE 811
60'
30'
(j_
13' 17'
7.5' 5.5' 6' II, I
I BIKE
LANE
SECTlON PER owe. 484-5
30'
17'
II, 6' 5.5'
BIKE
LANE
R/W
·•
13'
75' . .
I
LOT 4/LOT 8 R/W(PROPOSED GROUND
n·.\.{ n·\ , .. y,,..,i:('· \ V.. :,....-,
STRUCTURAL ?
2% --k \·
"''. I •fr EXIST.
n·.'1,:,{ J :,,,<-r ~ --::i:;-~ 2% \ 2%
.?\I 0: ~Til ---------=-=------=-~ -=----~------n1-f1'\q---
I.,.----,y: _;;:;;~ -\\<,P.;'..\\1-£~1-;.,..?;::::.\W\\\~~ -7 ~ \--
--1'\r.:-r--) ;< 1 'GROUND ..::.c '-'.\;?;., /
SCALE: I" = 100'
6' WIDE STA~IZED
D.G. TRAIL WITH 6"
CONCRETE CURB EDGING
t \\'fl\ ....... \\\., I ,,.....-
---EX/ST. TYPE "G"
= ::J ;, .. ·(\ ,.....-\\ ... n\-::::,r --::.o '-~
CURB AND GUTTER (TYP.) 5' WIDE NON-CONTIGUOUS 4'± R£Tr1/N/NG WALL~~ <-\"<
P.C.C. SIDEWALK FROM STA. 44+00 ".\\I'.',< [=:J
TO 49+00
TYPICAL SECTION ~ EXISTING
ADOBE SPRINGS ROAD {PUBLIC.)
NOT TO SCALE
STA. 43+71.65 TO 55+80.14, P.C.R.
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SEE CITY OF CARLSBAD owe. NO. 484-5
~ If.
VARIES
10' MIN. 20' MIN.
I
I
5' MIN.
If.
VARIES
15'±
~
···-N.D.S. 6" POLYOLERN GRATE WITH U. V. INHIBITORS
ATRIUM TYPE FOR PLANTER. ROUND GRATE FOR
TURF AND HARDSCAPE
I I -
8' MIN.
6" N.D.S. SPEE-0 CATCH~
BASIN OUTLET AS REQUIRED \
2% MIN. ·--
6" DIA. P. V. C. RISER
PIPE {LENGTH AS REQUIRED)
FINISH GRADE
2% MIN.
T • 't!Jf· ''-._(PER ~LAN} NOT£: · · , __ _,=:.,--·
FOR DRAINS LOCATED ON PIPES LARGER THAN 4" DIAMETER,
USE TEE FlmNG WITH ADAPTER AND 6" RISER.
DETAIL ~ AREA DRAIN
NOT TO SCALE
. . -..-\\\-'\, ,.., \C,\ \ ,..-,.. , _,IV ;t l . cJ
VARIES 4' VARIE$.
4 " P. C. C. ---.
SIDEWALK -....._
-; ..e/ "\
'\ , --. ' . . ~ .· ~: .. · :-1-, I I-
---,
\ I
I ' -,,I I'!.., I 1--" -·'\.'' u"· ,.,v
\,5• REAR YARD FENCE
PER LANDSCAPE
CONCEPT PLANS (TYP.)
. L -
A TYPICAL SECTION
2 NOT TO SCALE
R/W 60' R/W
30'
(j_
30'
OPEN SPACE VARIES VARIES / 7'-18' VARIES I 7'-18' VARIES LOT 4
12-13' 12-13'
1 r--tr 6' VARIES VARIES 6' . 7.5'.J ' 1) BIKE 11-12' 11-12· BIKE t• I '
\"'. cs?-. 4.5'-5.5' SECTION PER 4.5'-5.5' n•'I,,(
VARIES LANE STRUCTURAL -( 1 LANE \VARIES
'\% I I ~~ -,~,Ti-~ owe. 48J;;5 '--2)[ )-~ ,A{{Jc
i-",s{ Lhw :.[}'m-J; ----------------------x-1 · --l\:s;;?;., /~\-} -~~;~\;;;=;~,~\;~;~~~~;~=-=;~1~\~~= --m~ ~,~,
STABILIZED D.G. --EXIST. TYPE "G"
TRAIL WITH 6" CURB AND GUTTER ,-TYP) 5' WIDE NON-CONTIGUOUS
CONCRETE CURB EDGING ' . . P. C. C. SIDEWALK
TYPICAL SECTION ~ EXISTING MARRON ROAD . {PUBLIC.)
NOT TO SCALE
STr1. 27+03.89 TO 32+57.92
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 I
I
'
--. -
30'
(j_
13' 17'
2% ·i~~--~
5.5' 6' II,
BIKE
STRUCTURAL I LANE SECTION PER I
owe. 484-5
2%
5\\1, ------· ---~---\_ -
, -2ND STORY OVERHANG
{TYP.)
--
44'
24'
. ..
30'
17'
II, 6'
BIKE
LANE
E ------------·
►
13'
7.5' 5.5'
LOT 4/LOT 8
)
2% --::: ,;zs,"'"l~ -.,,,_..... ,,....
FACE OF
GARAGE (TYP.) ~i-c""5cc'--+~5"--' -1--~' 2~' -~-t(j_~-~' 2~'-----t-~a~•-' -t--cc5cc'--i.-
sEE PLAN VIEW MIN. FINISHED SURFACE 4" A.G. PAWNG MIN. SEE PLAN VIEW .. I°;·~:~·,;~ ~;EV,1 PER ~~N) \I w1;,:,, Ct.I,.// ;:r ~! : ·. ,.G'.F.
• • . '\~ • _-•. ,.-.--,s--s.c.
P.C.C. DRIVEWAY )Jµ'..LL..,.-~, t'~;svc'.1.,,1' L...;T-L.:li:&\--1i,;_,{,, _.,/4-_6 ~ / ) . )•
l TYP. 1 6" ~ :Iii l<"l l<"l ,:2: " .,
4" P.C.C. SIDEWALK [(TYP) ~ <:> 5' 'i-r·~ 4 ROLLED CURB ,-TYP.) • ;. 7.5' ---• (TYP.)
'' " , 'PRIVATE 6" PRIVATE---.• J.. 7 -DOMESTIC WATER
8" SEWER V \
'PRIVATE 8" ARE SERVICE
PR/VA TE 18"
STORM DRAIN
PER FIRE DEPARTMENT PERMIT
TYPICAL SECTION ~ TELAGA ROAD (PRIVATE,)
PER DWG. 497-1E
' 2ND STORY-·'
NOT TO SCALE
STA. 11+25± -15+50:f;-
(NO PARKING -BOTH SIDES)
34'
OVERHANG ,
FACE OF-_'· 22' {f_ 17'
GARAGE • 5' 5' 12' 12' 5' 5'
MIN. FINISHED SURFACE I MIN.
RESIDENCE
SEE PLAN VIEW ~ (ELEV, PER PLAN) \ ! /14" A.C. PAWNG
f·~ .. ' ~A>~ ~ : 2% \ ( :; 6" CLI. :,:AfE.cfa. '•, ;;
S.C. <\•I\;· ··•·•:•1 -------•('-<I
-';:.
P.C.C. DRIVEWAY
1
,,,--, ,;. ·v~ \
4 " P. C. C. SIDEWALK "2: I ' "i.., "2:
(TYP.) ~ .:Ii 5 , ~ Si '-6" TYPE "C" CURB
4" ROLLED CURB 7.5 , ~ AND GUTTER
6" I L "1---'~~1 7' ·.PRIVATE 6" 71YPT' f--"-T DOMESTlC WATER
PRIVATE--------------
8" SEWER
PRIVATE 181/24"
PRIVATE 8" FIRE SERVICE
PER FIRE DEPARTMENT PERMIT
STORM DRAIN
TYPICAL SECTION ~ TELAGA ROAD {PRIVATE,)
PER DWG. 497-1E
NOT TO SCALE
OCCURS WHERE HOUSE FRONTS ONE SIDE
STA. 10+00± -11-~25± AND STA. 15+50± -20+00±
{NO PARKING -BOTH SIDES)
T.I. = 4.5, PRELIMINARY R-VALUE = 8
(ACTUAL SECTlON IS DETERMINED BY SOILS ENGINEER PERR-VALUE TEST)
CITY OF CARLSBAD -·-·--·----·-·--I SH~ET I I SH4ETS I
BB&D~
PLANNING ENGINEERING SURVEYING
3880 Ruffin RoEJd, Suite 1 20
San Diego, Ca. 92123
B58-560-11 41
658-560-8157 Fax
//·tt-U,
DATE
CITY BENCHMARK:
DESCRIPTION:
LOCATION:
CLSB-088 2" IRON PIPE W/OISK MARKED
1.s. 6215"
IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE OR., 0. I Ml. EAST OF PONTIAC OR.
RECORD FROM: _R._.0_.S._._17._'2_7_1 __________ _
ELEVATION: 377.176 M.S.L. DATUM: N.G.V.O. 1929
----
... .
q-Zl·l'I A.P.
DATE INITIAL
ENGINEER OF WORK
..
. .
.. -----------
AS-Bil/LT -------
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
ENGINEERING DEPARTMENT ----
--------· --Pl<ECISE GHADING PLAKS FOH:
QUARRY CR££K
PLANNING AR£A R-4A {£AST}
----KEY MAP, NOTES, DETAILS, TYPICAL SECTIONS
--· APPROVED: (/ J~ JASON S. GELDERT
-~--/ 2.. "I, ). • Li,._
CITY ENGINEER ./ PE 639.12 EXPIRES9/30/18 DATE ._. .---,---------
DWN BY: ~o
I
PROJECT NO. I DRAWING NO.j DATE INITIAL CHKD BY: ( 1/l
CITY APPROVAL RVWD BY: CT 15-09 497-181
AS-BUIL
CJ ll ~
2
Ii)
2
C
~ CJ m ll
0 I -2
Ii)
2
C ~
CJ m ll
CJ ll ~
2
Ii)
2
C ~
CJ m
ll
l
-----i------ii -;-
1\,
: \ ; I ; it
i
',
' I,
\
\
\
--\ ----
'
\
\
SEWER LATERAL TABLE
BLDG Unit STREET STA INVERT ELEV
AT MAIN
20 43 TELAGAWAY 10+13.00 120.75
44 TELAGA WAY 10+40.25 120.47
45 TELAGA WAY 10+60.92 120.27
21 46 TELAGA WAY 11+02.25 119.86
47 TELAGA WAY 11+23.17 119.65
-I ~ • 10' SCALE: 1 ~
GRAPHIC SCA/.£ ·-10 0 10 20 30
DROP TO MAIN LATERAL INVERT ELEV SLOPE FS ELEV@ DEPTH BELOW SEWER BACK
AT 11 WYE" LENGTH IFT AT STUB STUB FS@ STUB FLOW REQUIRED
1.20 9.50 123.48 18.43% 128.98 5.50 Yes
1.20 9.50 123.21 18.55% 128.71 5.50 Yes
1.20 9.50 123.00 18.43% 128.50 5.50 Yes
1.20 9.50 122.59 18.43% 128,09 5.50 Yes
1.20 9.50 122.38 18.43% 127.88 5.50 Yes
127.2 F.S.
127.0 GR.
-125.7 f[
r
I
I
I
11
I
I
I
L
8098 I 8099 I 7996
128.~ F.F.
127.8 s:c.
CONSTRUCTION NOTES
0 PRIVATE 8" P.V.C. SEWER MAIN, DR-35 PER OWG. 497-1£. 0 PRIVATE 4" SEWER LATERAL PIR OWG. 497-1£. 0 PRIVATE 6" P. V.C. DOMESTIC WAlcR. CL. 150, C-900 PER OWG. 497-1£.
0 PRIVATE 1.5" WATER SERVICE PER owe. 497-1£.
0 PRIVATE 2· WATER SERVICE PER owe. 497-1£.
0 PRIVATE 8" P.V.C. FIRE SERVICE MAIN, CL.150, C-900 PER FIRE
DEPARTMENT PLANS AND PERMIT.
0 PRIVATE 4" RR£ SERVICE PER DWG. 497-1£.
0 PRIVATE 18" HOPE STORM DRAIN PER owe. 497-!A.
0 PRIVATE 6" P.V.C. STORM DRAIN LATERAL PER owe. 497-lA.
@ PRIVATE 6" STRAIGHT CURB PER owe. 497-1.
@ PRIVATE 6" TYPE 't'" CURB ANO GUTTER PER OWG. 4[t7-1.
@ PRIVATE 4" ROLLED CURB PER OWG. 497-1.
PROPOSED EASEMEIVT NOTES: <J> EMERGENCY ACCESS EASEMENT.
0 PUBLIC ACCESS EASEMENT.
0 PUBLIC WATER EASEMENT TO THE CITY OF CARLSBAD MUNICIPAL
WATER DISTRICT.
NOT£:
ALL PRIVATE STORM DRAIN SHOWN IS
4" P. V.C. U.N.O,
INSPECTION NOTE:
ALL PRIVATE SEWER AND WATER MAINS SHALL BE
INSPECTED BY CARLSBP,O ENGINEERING DIVISION.
ALL PRIVATE SEWER AND WATER LATERALS SHALL BE
INSPECTED BY CARLSBAD BUILDING DIVISION.
NOTE:
JI(. INDICATES "AS-BUILT"CON/l/T!ON.
811
BB&O~ "AS BU IL T"
PLANNING ENGINEERING SURVEYING
3980 Fluffin Road, Suite 120
San Diego, Ca. 82123
85&560-114'1
858-560-8157 Fax
DAie INSPECTOR
_IQ-1-10
DATE 1
I
!
1----1----+----------------1-----+---+---+----+ I s1ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
AS-BUILT
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL
PRECISE GRADING PLANS FOR
QUARRY CREEK
PL.ANNING AREA R-4A {£AST)
MODELS
DWN BY:
CHKD BY:
RVWD BY:
SB&:O ·. r,.
'
PROJECT ·No. DRAWING NO.
CT 15-09 497-1B
UILT
'
j,
I
CJ lJ
i
2 (jJ
2
C s:
OJ m lJ
\ \
CJ
lJ
i
2 (jJ
2
C s:
OJ m lJ
0
lJ ~
2 (jJ
2'
C s:
OJ m lJ
i
'
.
\
I
\
\ ,,
\ v,
FOR IMPROVEMENTS WITHIN EXIST.
MARRON ROAD (PUBLIC) SEE
CITY OF CARLSBAD OWG. NO. 484-5
I
1
. . ' j' ~
-------
------------------
X
\
i ~t
\
\
\
I I,
50'
\ I \ 34'
\
I
I
\
\
\
\
\
~~------,,_-~---. -, I,:;;= -)> • ~ ~ :::;= .L__ ~ /~ ;: / r 1--y-, -/ .. ~ ~ -~I ~ X ., ~~ ";(,-=--:;::x: -~ ~ i
/~ ' • X }-1 • X
11===~/ / ?[ , · 1• ~ I i i 1 I ~ I ] rr
,1" .Y < _ ___..__ __ ___._. ..J ..... ---'·, 1r I ~===a -/ -== I u
I y I I I r,---------B □ J+--I
' : ~ 44 >f>'1 ----~-____._----=_~_~--~-------j x /
\ ~--a 43 20 45 • 46 21
,< ,:, -~ 0 C -(j) : " 0 B R
47
0
'-,--· .X
129.8 F.F. 128.9 F.F.
I ,__ ____ _:---11 129.0 S.G. e======,i4-------~ L I : --~ 128. 1 S.G. rill't:-1--~
q ,---, 7 12.5
I ~~ I ••
-· -
I •
I
I
I
I
I r I I L"=-··-:··--
i _____ _J -. ----,-·. = -L--···-_J s:, --
,c
_j
.4
4 .
' 11'/VA T£ls '-' r
FSI
\
\
\
\
\
\
w TEMPORARY PIPE-
UNDERDRAIN
-------
•
\ GRADE BREAK
126.85 F.G.
=.:=-;:----
±3.0!( I 128.15 F.G. ± 1.5% 127.83 F.G.
I G.B.
I
I
TEMPORARY PARKING LOT
{128.4) S.G.
I
I
'.---RIDGE LINE
I
I
I 128. 15 F.G. V G.B.
I( --co!s_TR_t) ... CTl~N-FEi-"NC: __/--I( --I( --I( --
{TYP.)
-TEMPORARY A.C. PAVING CONSTRUCT/ON FENCE--"--
WITH KNOX BOX {TYP.)
\
\\ \
w h w >II
·7·J -x I(
55
!285 FF
127.8 5.G.
I
10 0
'!-ofESSJoy ? -1,
13' <': ,J' o'tl P,11' ,t,
t;; l t-"'--?J z.
" rn ~ No.68547 g
,. Exp. 9/30/17 •
'-",. C/V\\... ~
cY;,.¢' &:"' or cP..\...,r
. if. 24' o' i~AY APRON G-148, (125.1) F.S.
·. \ \ ~
\
I
.· .· ' NOT£
TEMPORARY SALES omcE PARKING LOT ANO
ORl~AY TO BE REMOVED PRIOR TO AS-BUILTS.
q.z7.Iq A.P.
4/26/17 SB&O
DA1E INITIAL
ENGINEER OF WORK
AS-BUILT
£ ADDEO SHEET 4 FOR TEMPORARY SALES
OFFICE PARKING LOT ANO DRIVEWAY
REVISION DESCRIPTION
r--· --------···-
FS
~~
!285 FF
!27.8 5.G.
w-
--
~CALE: 1 • "' 10'
GRAPHIC SCALE
I
10 20 JO
8098 I 8099 I 7996 I
8097
SB&c· 811 u "AS BU I LT" I ·-2 -~~ PL6S✓l'-~ll"-JG ENGINEER!l'--JG SURVEYING
3890 Ruffin Road, Suite 1 20 q.z7. 1q
San Diego, Ca. 82,.., 23
858·560-11 41 RCE68547 ~1 DATE
858-560-8157 Fax
ioffpk~
REVIEWED BY: ., dLJ;;;rv-5.· 5·"1·11 1.a-1~10 DATE I DATE r INSPECTOR
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
SALES OFFICE PLANS FOR:
QUARRY CREEK
PLANNING AREA R-4A (£AST) i
MODELS GR 2016-0009 I
APPROVED: d fJ 11.Jttt JASON S. GELDERT ,
S•l>·U/11'
'
S•lt•l'f -::SS.( CITY ENGINEER ' PE 63912 EXPIRES 9 /30 /18 DATE '
DWN BY: ~
I
PROJECT NO. I DRAWING NO.I DA1E INITIAL DA1E INITIAL CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWD BY: CT 15-09 497..,,,19 .
AS-BUILT·
I
I
I
I
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I I
I
I
I
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CJ. ' :a ~
2. G'J z
C s: ' 'OJ ' m :a
CJ :a ~
2
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