HomeMy WebLinkAboutDWG 484-5K; SDP 15-22; QUARRY CREEK PA R-2; 01-07' i
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GRADING 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
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3.
4.
CITY APPROll,4l OF PlANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WQRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
. OMISSIONS DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
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
---------------------~--'---·(•f ____________ _
'GRADING NOTES {CONT.)
28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS
REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING
PLANS FOR THIS PROJECT, DRAWING NO. 484-5V, AND/OR AS DIRECTED BY
THE CITY ENGINEER OR CITY PLANNER.
29. THE OWNER/AP!ff./CANT 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.
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 AND REPLACED WITH PROPERLY COMPACTED SOILS. IN
OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS
APPROVED BY THE CITY ENGINEER.
31. 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.
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R£F£H£NC£ DRAWINGS
CARLSBAD TRACT 83-21 VILLAGES "O" AND "?-1: DWG. 244-3.
SOUTH COAST MATERIALS QUARRY GRADING PLAN, DWG. 470-5A.
CITY OF CARLSBAD IMPROVEMENT PLANS, DWG. 484-5.
CITY OF CARLSBAD MASS GRADING PLANS, QUARRY CREEK, DWG. 484-5A.
CITY OF CARLSBAD GRADING PLANS, QUARRY CREEK R-T, DWG. 484-5D.
CITY OF CARLSBAD IMPROVEMENT PLANS. QUARRY CREEK R-1, DWG. 484-5H.
CITY OF CARLSBAD GRADING PLANS, QUARRY CREEK ACCESS ROAD, DWG. 484-5F.
CITY OF CARLSBAD IMPROVEMENT PLANS, QUARRY CREEK ACCESS ROAD,
DWG. 484-5G.
SPECIAL NOTES
FOR SPECIAL NOTES SEE SHEET 2.
SHEET INDEX
SHEET NO.
EL CAMINO
COUNTRY CLUB
~
EL SALTO --
FALLS ST.
,:. ADOBE/-
t', SPRINGS RD.
:,;,
--LAKE RD.
"' i
WONK TO 8£ DON£
' THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL
GRADING) DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLAN77NG o,-PERMANENT
LANDSCAPING AND PREPARA170N OD AS-BUILT GRADING PLANS, AS-BUILT GEOiOGIC MAPS AND
REPORTS, All AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CIT( STANDARDS,
SPECIF/0:ATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON TH5E PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWNG DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENG/NEEi'.
STAt{DAHOS AND SPECIFICATIONS ,.
2.
3.
4.
5.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD ENGINEERING STANDARDS.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GR!IN BOOK).
THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY
OF CARLSBAD STllNDARDS.
CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANJBOOK AND
('AL TRANS CONSTRUCTION SITE BMP MANUAL.
THIS SET OF PLANS. ON THE PEl?M!TTEE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR
EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY
MUST HAVE A RATING OF ';4-" OR BETTER AND A SIZE CATEGORY OF CLASS 32. THE CONTRACTOR SHALL.J/OT!FY AFFECTED UTILITY COMPANIES (SEE BELOW)
AT LEAST 2 FULL WORk!NG DAY.S' PRIOR TO S1ARTING GRADING NEAR THEIR
I
2-3
4
5
6-7
DESCRIPTION
77TLE SHEET ~ ,-
6.
7.
8.
9.
Pl,ANNING COMMISSION RESOLUTION NO. 7164.
ENVIRONMENTAL DOCUMENTS.· EIR NO. 11-02 DATED FEBRUARY 6, 2013.
'
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
.•
15.
VII OR BETTER AS ES1ABLISHED BY BESTS KEY RATING GUl(JE
UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RE1AINING WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
NO WORK SHALL BE COMMENCED UNTIL All PERMITS HAVE BEEN 081AINED
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 OBTAINED AND A VALID GRADING PERMIT HAS BEEN
ISSUED.
NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN
APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON
TH£ 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 ACCEP1ANCE OF THE WORK BY
THE CITY.
ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DUR/NG CONSTRUC170N.
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, 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.
A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA T!ONS OUTLIN£D IN THE SOILS R£PORT IS
REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTROLLED
GRADING SHALL BE DONE UNDER THE DIR£Cl70N OF A PROFE:SSIONAL
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 SP£C/FICATIONS" ATTACHED TO THE
PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE
SUBMITTED TO THE PROJECT INSPECTOR.
A PRECONSTRUCT!ON MEETING SHALL BE HELD AT TH£ SITE PRIOR TO THE
. BEGINNING OF WORK AND SHALL BE: ATTENDED BY ALL REPR£SE"NTATIVES
RESPONSIBLE FOR CONSTRUCTION, 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.S' PRIOR TO STARTING CONSTRUCTION. THE
CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO
COORDINATE A DATE AND TIME FOR THE PRECONSTRUCT/ON MEETING.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING
PERMIT Will BE PROVIDED BY THE PROJE:CT INSPECTOR AT THE MEETING.
ALL INSPECTION REQUESTS OTHER THAN FpR PRECONSTRUCTlON. M('EJ7NG WILL
BE MADE BY CALLING THE ENGIN£ER!NG ,24-HOUR INSPECTION {JfQUEST 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.S' LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR
f:i/_'J&tf01Jo':i£~ DJtbG1H~~Ns:f~CJi./t.~0 R11':Jttat}L F:g,{EJ];N~fJ!iEffc
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH S1ANDARDS, lAWS
AND REGULA T!ONS.
T 7. 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 SHOR/NC, BRACING, SLOPING OR OTHER
PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF
CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR
DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR
ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE
CITY ENGINEER AND/OR CONCERNE"D AGENCY PRIOR TO EXCAVATION. IF THE
PLAN ll,4R/ES 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 EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS
BEEN 08111/NED FROM THE CITY OF CARLSBAD. SUBMIT APPLICA770N FOR
BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLAS77NG
OPERA T!ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ARD!
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UN77L THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER
ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO TH£ 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. (A LIST OF CITY HOLIDAY.S' IS AVAILABLE AT THE ENGINEERING
DEPARTMENT COUNTER.)
21.
22.
23.
24.
25.
26.
27.
ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO
THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA Y.S' 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 ARD! TO BE GRADED. NO TREES
ARE TO BE REMOVED EXCEPT ALONG HAYMAR DRIVE.
ALL ARDIS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING
OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE
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 ENG/N£ER OR AS DIRECTED BY THE PROJECT INSPECTOR.
ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE . TO PRODUCE A UNIFORM
SUflFACE AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE
REMOVE() AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY EN_{JINEER.
ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN {10) DAY.S' OF THE 77ME WHEN DICH SLOPE IS BROUGHT TO
GRADE AS SHOWN ON TH£ APPROVED GRADING PLANS.
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY
REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800) 422-4133
SDG&:E (800) 660-7343
PAC/AC BELL {800) 892-0123
TIME WARNER CABLE {760) 438-7741
COX COMMUNICATIONS {760) 806-9809
CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 434-2980 * CITY OF CARLSBAD {SEWER, WATER ANO RECLAIMED WATER) (760) 438-2722 * SAN DIEGUITO WATER DISTRICT (760) 633-2650 * LEUCADIA WASTEWATER DISTRICT (760) 753-0155 * ll,4LLECITOS WATER DISTRICT {760) 744-0460 * OLIVENHAIN WATER DISTRICT {760) 753-6466 * BUENA SANl1AT!ON DISTRICT (760) 726-1340 * OCDINSIDE SEWER DISTRICTS {760) 435-4500 * CITY OF VIS1A (ENGINEERING) {760) 639-6122
* AS APPROPRIATE
33. 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
8. 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 !NS1ALLED IN CONFORMANCE WITH CITY CODE AND THE
APPROVED PLANS (OB1AIN 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 S1ATEMENT 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.
34. 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.
35. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL INVESTIGATION, QUARRY
CREEK, CARLSBAD/OCDINSIDE, 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 SPEC!FICA770NS CON1AINED 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.
11D£CLABA TION OF H£SPONSIBL£ CHAHG£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 AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT S1ANDARDS. I
UNDERS1AND 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 RUfflN ROAD, SUITE T 20
CITY. STATE-SAN DIEGO, CA. 92123
TELEPHONE-{858) 560-1141
BY.·
MRON PARKER R.C.E 68541
REGISTRATION E PIRATION DATE· 9-30-17
-t-
DATE
SOILS £NG/N££H 1S CERTIFICATE
I, RODNEY MIKESELL, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS, HEREBY CER77FY 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 T AND FEBRUARY 2015. TWO
COPIES OF THE SOILS REPORT DATED #+Y, 2015, COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS. HAS BEEN\SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER. ,::e_13, ~PVAT"'D t"l"RI!.. i1,;>91t,.
~~N~; _ _. (ij-z_ · ~
DATE· I -2. '-f -I 7
.;ioFEss,ON-
' ;,---:--... '4( i C.M/~<':
'"'&<' 't t-< l
No. 2533 9,j
.. Q$; 'i:-' *
NOTES, DETAILS, TYPICAL
ROUGH GRADING PLAN
STORM DRAIN PLAN
STORM DRAIN PROFILES
SECTIONS
EARTHWORK QUANTITIES
GRADED ARDIS.·
CUT QUANTITIES.·
FILL QUANTITIES.·
EXPORT.·
9.94 AC.
12,325 C. Y.
9,825 C. Y.
2,500 C. Y.
MAX CUT DEPTH:
MAX CUT SLOPE RATIO:
MAX Fill DEPTH:
MAX FILL SLOPE RA170:
4.5'
1.5: T
6.0'
2:1
SCALE· T" = TOO'
QUANTITIES SHOWN ARE FOR ESTIMATION PURPOSES ONLY. QUANTITIES ARE GEOMETRIC
ONLY AND DO NOT INCLUDE SHRINKAGE AND BUILDING FACTORS.
THIS PROJECT PROPOSES EXPORT OF 2,500 CUBIC YARDS OF MATERIAL FROM THE
PROJECT SITE. All EXPORT MATERIAL SHALL BE DISCHARGED INTO A LEGAL DISPOSAL
SITE THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF
THE MATERIAL. ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT.
SOURCE OF· TOPOGRAPHY
TOPOGRAPHIC INFORMATION SHOWN HEREON IS BY PROJECT DESIGN CONSUL1ANTS.
PHOTOGRAMMETRY IN MARCH 2014.
POST-CONSTRUCTION BMP TABLE
VICINITY MAP <)
NOT TO SCALE ~
THOMAS BROTHERS PG. 1107, GRID A-2
2006 EDITION
LEGEND ~ EXISTING
EXISTING STORM DRAIN PIPE
EXISTING TYPE ':4-4 " CLDINOUT
EXISTING TYPE "El-I " CURB INLET
EXISTING CONTOUR
EXISTING CURB AND GUTTER
EXISTING STRIPING
EXISTING GAS
EXISTING ELECTRIC
EXISTING SEWER MAIN
EXISTING WATER MAIN
l@l
!EJl:--1
E-
S --0---
1✓
EXISTING RECLAIMED WATER MAIN
EXISTING FENCE --x--x--
EXISTING STREET LIGHT o--6-
STORM WATER POLLUTION PREVENTION PLAN: SW 14-292 PREPARED BY f'ROdEGF-IJ€S/GN
GONSiJCFANFS 0AT£O AUGUST ;; 2()14. L/,tC, CONSrRIACf/ON DATerD ocr. ~5. 2OIG,.
10. STORM WATER MANAGEMENT PLAN: SWMP 15-21 PREPARED BY SB&O, I/IC. DATED
OCTOBER 28, 2015,/?EiVJSe;p N0r'E"18E~ J.I, 201,.
LEGEND
DESCRIPTION
PROJECT BOUNDARY
CENTERLINE
CURB AND GUTTER
LOT LINE
DIRECTION OF DRAINAGE
CONCRETE DITCH
EASEMENT LINE
SLOPE (2:T U.N.O.)
CURB
PROPOSED CONTOUR
DAYLIGH,T LINE
BUILDING NUMBER
SUBGRADE EL£VA TION
RETAINING WALL
TOP OF CURB ELEVATION
FINISH SURFACE SPOT ELEVATION
FINISH GRADE SPOT EL£11,4T/ON
FLOWLINE El£VATION
TOP OF WALL ELEVATION
PRIVATEc STORM DRAIN PIPE
PRIVATE STORM DRAIN CLEANOUT
PRIVATE CURB INLET
PRIVATE GRATED INLET
PRIVATE CATCH BASIN
DWG. NO.
0-75 *··
SDRSD C-6, C-7
HOPE WATERTIGHT !B
{PER ASHTO)
D-9 (TYPE ':4-4 J
TYPE "B" PER D-2 *
TYPE "G" PER D-8
TYPE "F" PER D-7
PR/VA TE N. D.S. T 2 "x 12" CATCH BASIN.
PRIVATE SEWER MAIN
PRIVATE SEWER MANHOLE 1----PER DWG. 484--5KK
PUBLIC SEWER MAIN
PUBLIC WATER MAIN
FIRE HYDRANT
PUBLIC RECLAIMED WATER MAIN
PER DWG. 484-5G
SYMBOL
--> ->
@
130.0 S.G.
====l0==
===Gl -----rr-----~-
=~
s ---s ---
----0--··----
QUANTITY
250 L.F.
2,975 S.F.
2,310 L.F.
13 EA.
9 EA.
2 DI.
T EA.
8 DI.
* AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME J, CHAPTER 2.
NOTES:
1. ALL S1ANDARD DRAWINGS NUMBERS REFER TO SAN DIEGO REGIONAL STANO!lRD DRAWINGS
UNLESS NOTED OTHERWISE
BB&D~
PLANNING ENGINEERING
3880 Ruffin Ruocl, SuiLe 120
San Diego, Ca. 82123
85B-560-1141
858-560·61 57 Fax
SURVEY!NG
// AS BUIL T11
' t"'-1 [LL,_,,/
I
1-21-20
RCE i8547 EXP, 'f-30-2/ DATE
LICENSE EXPIRATION DATE: 6-30-2018 ~ u';,_,;-0 r£crl~\e, #"t--~~ oF c;,,1..\'l:O STORM WATER TREATMENTS THAT APPLY.· EXEMPT FROM HYDROMOD/FICA T!ON A. Aof fvk•/Z.•LJ REV!Ew'ED BY,
/").1 ,/J " -_(l,-l fik.y'~ OWN£H 1S CENT/FICA TE '·-c---
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING AC77VITY
AND ADVISE ON THE COMPACTION AND ST,48/LITY OF THE SITE
NAME·
~----
LMV CARLSBAD HOLDINGS, LP
A DELAWARE LIMITED PARTNERSHIP
BY.· CORNE:RSTONE COMMUNITIES, LLC
A CALIFORNIA LIMITED LIABILITY COMPANY,
PROJECT LOCATION
DATE
ITS OPERATION MANAGER
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-040-59
OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 366-1671.
LEGAL DESCH/PT/ON
□ S1ANDARD STORMWATER REQUIREMENTS
181 PRIORITY PROJECT REQUIREMENTS
TYPE DESCRIPTION OWNERSHIP
TC-32 BIO-RETENTION PRIVATE BASIN
DI
LOT 2 OF CARLSBAD TRACT MS 15-13, PARCEL MAP NO. 21373, CITY OF CARLSBAD,
STATE OF CALIFORNIA, RECORDED AUGUST 17, 2016. 811
□ YES
0NO
MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT DWG. NO. 484-5A FREQUENCY
BMP MAINTENANCE 7 6 MONTHS MIN. AGREEMENT
CITY BENCHMARK:
DESCRIPTION: CLSB-088 2" IRON PIPE W/DISK MARKED
LOCATION:
1.S. 6215"
IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE DR., 0. 1 Ml. £AST OF PONTIAC DR.
RECORD FROM: R.O.S. 17271
ELEVATION: 317.176 M.S.l. DATUM: _M_.G_._V._D._19_2_9 __
MRON PARKE, DAT, INSPECTOR
l...-</ ~J...oi-D
DATE
i-----t------f-------------t-----t----t----t--------1 I SHE,ET I CITY OF CARLS BAD i I SHEETS I
ENGINEERING DEPARTMENT I 7 ·
!----!----+-----------------------------------------~==='-'=============="-'=====:.
ROUGH GRADING PLANS FOR:
Tl1LE SHEET
OUAHHY CHEEK
PLANNING AREA R-2
SDP 15-22
APPROVED: (L ') · JASDN Si ,.GE;LDERT ----~""'~"Ll14L"'.!'''.J,._ A ______ Z.1J lz.o I =i-
1--~~1--~-+-=-=~~-------------+---+--+---+---1 _"'C;;'IT=.:Y=E;'NG;=IN"'E:=E';Ri;;:;::;;::::;P~E.':::_6:=3-=9-=12.':::_E:'X_':P_"'IR-=E_S=-:=9_1':'/.3-=0-11c:_/!1=8-=~=DA:::TE:::::::==; 1-27-Z0 AP AS-BUILT ~ , DWN BY: SBMJ PROJECT NO. DRAWING NO.
DA TE INITIAL DA TE INITIAL CHKD BY JU
REVISION DESCRIPTION RVWD BY:. ,.JU-' ' SOP 15-22 484-SK OTHER APPROVAL CITY APPROVAL
DATE INITIAL
ENGINEER OF WORK
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030617 I
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SPECIAL NOTES:
THE FOLLOWING NOTES ARE PROVIDED TO GIi£ DIRECTlONS ro THE CONTRACTOR BY THE ENGINEER OF
WORK. THE CITY ENGINEER's S/GN,A.Tl/RE ON THESE PLANS DO£S NOT CONS17TUT£ APPRO!t4L OF THESE
NOTES ANO THE CITY WIL,L NOT BE RESPON$1BLE FOR THEIR ENFORCEMENT.
~/ES 20'-30'
~/ES J'-13' 17'
; 5.5' 7.5' 6' 11'
VARIES 50'-60'
f
17'
11'
JO'
6'
13'
7.5'
R/.W R/W
5.5'
30'
60'
f 30'
VARIES VARIES ~RIES . ~/6
R/W
1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL £XIST7NG UNDERGROUND Ulll/T7ES BOTH
VERTlCAL ANO HORIZONTAL PRIOR TO COMMl;NC/NG GRADING OPERATlONS. LOT 6 BIKE
LANE
BIKE
LANE
' I LOT 2
10•-13• I 17'-20· 17'-20' I 10'-1J'
~~~ ~~~
2. CONTRACTOR SHALL MAKE EXPLORATlON EXCA~TlONS ANO l,OCATE EXISTlNG FACILIT7ES SUfflCIENTLY
AHEAD OF CONSTRUCTlON TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF
LOCATlON OF EX/STING UT7LITl£S.
J. LOCATlON ANO ELEVATlONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONARMEO BY
FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK.
4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHAL.L DETERMINE NECESSARY SUBGRAOE
ELEVATlONS ANO SHAL,L CONSTRUCT SMOOTH TRANSmON BETWEEN AN/SH GRADES SHOWN.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBIUTY FOR JOB SITE CONOmON
DURING THE COURSE OF CONSTRUCTlON OF THIS PROJECT, INCLUOIN(; SAFETY OF ALL PERSONS ANO
PROPERTY,· THAT THIS REQUIREMENT SHALL APPLY CONllNUOUSLY AND NOT BE UM/TEO TO NORMAL
WORKING HOURS; ANO THAT THE CONTRACTOR SHALL !)£FEND, INDEMNIFY ANO HOLD TllE OWNER,
OPEN SPACE ! 5.5' (, I 6' VARIES 1 ~RIES 6' I . ,\ 5.5' ! OPEN SPACE
• BIKE 11'-14' 11'-14' BIKE
LANE LANE
'-. ~ .\ /
'\\~? ~
", 2-t 2X 2% J% q')
·\6' ~'j"''"T'L---= ----~ ------= --: = ::r11"'7 J ' i~, , . c ~=--------'--------:~=':i ~ '~:..-
5' WIDE :ONTIGUOUS t___!:_:::Ji.Vf'~; "G~ --~ ----,;e,\I,' ~ = :i 5' w,o;~TABILIZED
P.C.C. SIDEWALK CURB AND GUTTER (TYP.) D.G. TRAIL Willi 6"
CONCRETE CURB
EDGING TllE CITY, ANO THE ENGINEER HARM"-ESS FROM ANY ANO ALL l/ABIUTY, REAL OR ALLEGED IN
CONNECTlON WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTlNG FOR LIABILITY ARISING
FROM TllE SOLE NEGLIGENCE OF THE OWNER OR TllE £NG/NEER.
6. TH£ CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH TllE PROVISIONS OF THE
STATE OF CALIFORNIA SAFETY ORDERS.
TYPICAL SECTION ~ EXISTING HA YMAR DRIVE {PUBLIC)
NOT TO SCALE '
TYPICAL SECTION ~ EXISTING
EL SALTO FALLS STREET {PUBLIC,)
7. QUANTITlES SHOWN ON Tll/S PLAN ARE FOR BONDING ANO CONTRACTOR CONFIRMATlON PURPOSES
ONLY. TllE CONTRACTOR IS TO ESTlMATE HIS OWN QUANTmEs FOR BIO ANO NOTlFY TllE ENGINEER
OF ANY S/GNIACANT DISCREPANCIES.
8. CONTRACTOR SHAL,L BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE AELO CONOITlONS
AT STORM DRAIN INLETS ANO OUTLETS ARE PER TllE APPROVED PLANS. IF AELO CONO/TlONS DIFFER
FROM TllE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT
SUFFICIENTLY AHEAD OF CONSTRUCTlON TO ALLOW REVISIONS TO THE PLANS, ANO (To OBWN}
PUBUC AGl;NCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTAWNG STORM DRAIN
R/W
; 5.5'
STA. 5+07.66, P.C.R. TO 11+72.06
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SEE CITY OF CARLSBAD OWG. NO. 484-5
60'
30' f 30'
R/.W
13' 17' VARIES 17'-20' 1::-IR/ES 10'-13'
7.5' 6' 11' ~RIES 6' VARIES 5.5' I
NOT TO SCALE
STA. 6+62.50 TO 7+56.JO (NORTH OF BRIDGE}
SHOWN FOR INFORMATlON ONLY, NOT A PART OF THESE PLANS
SEE CITY OF CARLSBAD OWG. NO. 484-5
PROPOSED 54' PR/~ TE STREET, GENERAL UllLITY
AND PUBLIC ACCESS EASEMENT
STRUCTURES. .
9. IF ANY EXISTlNG HAROSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR
REMOVED DURING OEMOL/TlON OR CONSTRUCT/ON, IT SHALL BE REPAIRED ANO/OR REPLACED IN KIND
ANO EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERM/TT££
LOT 6 I BIKE 11'-14' BIKE ' LOT 1 I I 27' f 27'
. I
I
10. ALL EX/SllNG UllUTlES OR STRUCTURES ARE INDICATED HEREON BAS£0 ON INFORMATlON OF RECORD.
THE CONTRACTOR IS REQUIRED TO T,4K£ PRECAUTlONARY MEASURES TO PROTECT THE UllLITY LINES
SHOWN HEREON ANO ANY OTHER EX!SllNG LINES NOT OF RECORD OR NOT SHOWN ON TllESE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR
REMO~L OF EXISTlNG UT/LITl£S ANO AGREES TO BE FULi, Y RESPONS/BL£ FOR ANY ANO ALL DAMAGES
WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE ANO PRESERVE ANY ANO ALL
UNDERGROUND UTILITIES.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL S.W.P.P.P. {N.P.D.£S.} DOCUMENTS
ONSITE AS REQUIRED TO COMPLY WITH LOCAL ANO STATE REQUIREMENTS.
12. ALL RETAINING WALL SUBDRA/NS SHALL BE /NSTALL£0 PER SPEC/ACATIONS OF THESE PLANS OR
GEOTECH RECOMMENDATIONS ANO SHALL BE CONNECTED OR STUBBED TO NEAREST STORM DRAIN
PIPES.
13. IMPERVIOUS LINERS FOR BMP'S SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 12• MIN.
AND BE SEAL£D. LINER SHALL BE S£4LED WITH MASTlC TO ALL STRUCTURES. ALL PENETRATIONS
SHALL BE S£4LED.
/LIST OF ABBREVIATIONS
EXIST.
R/W .. TYP.
F.G.
T.C.
F.F.
S.G.
AC.
€
f
EX/SllNG
RIGHT-OF-WAY
TYPICAL
AN/SHED GRADE
TOP OF CURB
AN/SHED FLOOR
SUQGRADE
ACRE
PROPERTY LINE
CENTERLINE
FLOW LINE
MINIMUM
POWER POLE
EDGE OF PAVEMENT
DIAMETER
EXISTING OVERHEAD ELECTRIC
VITRIAED CLAY PIPE
B.W.
H.P.
F.S.
C.B. c.o.
D.G.
P.C.C.
STA.
DWG.
MAX
ELEII. o.c.
SIM.
BOTTOM OF WAi,L
HIGH POINT
AN/SHED SURFACE
CATCH BASIN
CLEANOUT
OECOMPOSEO GRANITE
PORTLAND CEMENT CONCRETE
STATION
DRAWING
MAXIMUM
ELEVATION
ON CENTER
SIMILAR
STREET LIGHT
PRIVATE
DRIVEWAY
PARKWAY
LANE LANE
TYPICAL SECTION ~ EXISTING HA YMAR DRIVf. !{PUQLIC)
NOT TO SCALE '
STA. 11+72.06 TO 12+62.85
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
CALTRANS
R/W
VARIES
SEE CITY OF CARLSBAD OWG. NO. 484-5
VARIES 50'-65'
VARIES 20'-33' VARIES 30' 32'
VARIES VARIES 6' 10'
11'-16' 14'-16' fi'fft: 4.5' 5.5' I LOT 1
I[
MIN.
P.P.
£P.
DIA.
£0.£
V.C.P.
S.F.
L.P.
R.C.P.
T.W.
S.M.H.
G.F.
D.U.
SQUARE FEET
LOW POINT
ST. LT.
PVT.
DWY.
PKWY. s.o.c.o.
GTR.
MOD. s.c.o.
U.N.O.
!.£
STORM DRAIN CL£4NOUT
GUTTER
MOD/RED
TYPICAL SECTION ~ EXISTING HA YMAR DRIVE {PUBLIC)
NOT TO SCALE . .... . 0 R£INFORCED CONCRETE PIPE
TOP OF WALL
SEWER MANHOLE
G<IRAGE FLOOR
DWELLING UNIT
EASEMENT NOTES ..
C. Y.
F.M.
SEWER CL£4NOUT
UNLESS NOTED OTHERWISE
INVERT ELEVATION
CUBIC YARD
FINAL MAP
/.'---.. PUBLIC EMERGENCY ACCESS EASEMENT TO THE CITY OF CARLSBAD
'--1/ GRANTED PER P.M. 21373.
/4'--... PUBLIC GENERAL UllLITY AND ACCESS EASEMENT TO THE CITY OF ~ CARLSBAD GRANTED PER P.M. 21373. 0 A COVENANT OF PRIVATE EASEMENT FOR PRIVATE STORM DRAIN FACILITIES
OVER PORTIONS OF PARCEL I FOR BENEAT OF PARCEL 2.
~ PUBLIC WATER EASEMENT TO THE CARLSBAD MUNICIPAL WATER DISTRICT ~ GRANTED PER P.M. 21373.
~ FLOOO CONTROL ANO LEVEE ACCESS EASEMENT GRANTED TO THE CITY ~ OF CARLSBAD ANO COVENANT OF PRl~TE EASEMENT FOR LEVEE
MAINTENANCE FOR BENEFIT OF THE QUARRY CREEK MASTER H. O.A.
GRANTED PER P.M. 21373. 0 P£DESTRIAN TRAIL EASEMENT TO THE CITY OF CARLSBAD GRANTED
PER P.M. 21373.
~ COVENANT OF PRIVATE EASEMENT FOR CROSS LOT DRAINAGE OVER A
'-...(/ PORTION OF PARCEL 2 IN FAVOR OF PARCEL 1.
~ PUBLIC SIDEWALK EASEMENT TO THE CITY OF CARLSBAD GRANTED
~ PER P.M. 21373.
.,/,;'-,.._ GENERAL UTILITY EASEMENT (C.U.£) ANO PUBLIC ACCESS EASEMENT TO ~ THE CITY OF CARLSBAD GRANTED PER P.M. 21373.
<lg> EXIST. SITE VISIBILITY EASEMENT GRANTED PER MAP NO. 16038.
<£J> EXIST. SOC&£ EASEMENT RECORDED MAY 11, 1949 IN BOOK 3200,
PAGE 449. .
<{p EXIST. SDClkE EASEMENT R£CORDED JULY 18, 1960 AS
FILE/PAGE NO. 144668 O.R. <f}> EXIST. S.D.C.&£ EASEMENT RECORDED AUGUST 21, 2015 AS
INSTRUMENT NO. 2015-0444103 O.R.
/.";;--... EXIST. S.O.C.&£ EAS£MENT RECORDED MAY 5, 2016 AS ~ INSTRUMENT NO. 2016-0213651 O.R.
LOT 2
R/W
STA. 12+62.85 TO 16+17.06 (CITY BOUNDARY)
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SEE CITY OF CARLSBAD owe. NO. 484-5
30'
10' 20'
60'
f
20'
-JO'
10'
5.5' 4.5' 6' 14' I 14' 6' 4' 6'
R/W
1 BIKE BIKE 1
OPEN SPACE
, LANE LANE , ,
"I\"':..-'):-~ ~ ~
'"% -2-!: 2X 2% .J% ~'
/< "'' ~ ~=-~~ -( "'' ~°'
5' WIDE NON-CONTlCUOUS) EXIST. TYPE •0• \__5, W/0£ STABILIZED
P.C.C. SIDEWALK CURB AND GUTTER (TYP.) O.G. TRAIL WITH 6"
. TYPICAL SECTION ~ EXISTING fgx~iETE CURB
EL SALTO FALLS STREET {PUBLIC,)
NOT TO SCALE
STA. 1+00.00 TO 6+62.50 (NORTH OF BRIDGE}
SHOWN FOR INFORMATION ONLY, NOT A PART OF THES£ PLANS
SEE CITY OF CARLSBAD DWG, NO, 484-5
TYPICAL SECTION ~ EXISTING LUISENO WAY {PRIVATE,)
5' BLOCK SOUNOWALL ~
If.
3'
NOT TO SCALE
STA. 10+85± TO 14+50±
{NO PARKING -BOTH SIDES}
SEE CITY OF CARLSBAD DWG. NO. 485-G
PROPOSED 54' PRl~TE STREET, GENERAL UTILITY
AND PUBLIC ACCESS EASEMENT
27' f 27'
I
I
10' 17' 17' 10' I
I 5' 4.5' 4.5' 5'
. 0.5' 1_,,-----GUARDRAIL ~ I 0.5' tJf!::l
RETAINING WALL
!l I !'11 ~1r --...lr'i2:i'i::r~go,r _;.ox ,._;,::✓i
/ • ,. --~1,... 2.0X , 2.0% . __ .:"~,,,,,,
, i.~ -s,, -C ~ = = = = ·· == = = = = = = =r-Jl7~YL~c' l°l,JA_. __ BROW DITCH PER owe. 484-50 ~5 ~fl , ~~'):y 4• P.C.C. 2=i -~-~-,\"\\~,~~+S PER D-75
SIDEWALK '>-..,3.5' ~-5• TYPE •c• CURB
(TYP.) AND CUTTER (TYP.) 5\,0~~" S~.,_.\ L ~;JS \-V~v rL-7 PUBLIC 8"
/.,:_:J, L7-r-' DOMESTlC WATER
11'
TYPICAL SECTION ~ EXISTING LUISENO WAY {PRIVATE,)
NOT TO SCALE
STA. 14+50± TO 19+05±, P.C.R.
{NO PARKING -BOTH SIDES}
SEE CITY OF CARLSBAD owe. NO. 485-G
11 AS BUILT"
,~--~
RCE 68547 EXP.3·}0·21
REVIEYED BY,
21.&,~
INSPECTOR
1-27-ZO -•-••ss-•s---•~•••••-
DATE
2 -9: -lo1.a
DATE
fsHml CITY OF CARLSBAD l-----l---+-----------------1---1---1----l--__j ~ ENGINEERING DEPARTMENT I SH~TS I
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Pl.ANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 'I 20
Son 0''3go. Ca. 8212';:;;I
65&560-1141
B58-560-81 57 Fax
1-11·17
DATE
/-27-20 AP
DA TE INITlAL DA TE INITlAL DA TE INITlAL
ENGINEER OF WORK RE'v1SION DESCRIPTION OTHER APPROVAL CllY APPROVAL
' ' I I,!, I I '
ROUGH GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA R-2
NOTES, DETAILS. TYPICAL SECTIONS SDP 15-22
APPROVED: // ; / jA, J}SON S. /~ lDERT
-,------¥~~A::...L,~fi''.:..".'..V __ -,,--,--Z l,ol>
CITY ENGINfJ!l'.'.'. PE 63912 EXPIRES 9 /30 /1B Dill
DWN BY: SB&O
CHKD BY: ~II.
RVWD BY:
PROJECT NO.
SOP 15-22
DRAWING NO.
484-SK
AS.:.BLJILT
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FACE OF
STRUCTURE·
(TYP.)
I JO, GENERAL UTILITY EASEMENT
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PRIVATE 5' P.C.C.
SIDEWALK
5'
' ,,.,
'I' SUBGRAOE PER -
SOILS ENGINEER
PUBLIC 6" Rt;CLAIMEO
WATER PER OWG. 484-50
~*7' "GRAVEL PAI-F"
/ _ (PRIVATE.~ 1-f:--t--c:r--·-I PR/VA TE SAFETY
FENCE PER
15' LANDSCAPE PLAN
X
I
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WATER QUALITY
BASIN
o• CONCRETE
CURB
PUBLIC 8" SEWER
PER DWG. 484-50
A TYPICAL SECTION ~ .EXIST. 30' PUBLIC
3 UTILITY £AS£M£NT
NOT TO SCALE
SEE CITY OF CARLSBAD OWG. NO. 484-50
17.5' PARKING
OECORAlli-F PAI-FRS
OVER BASE
B
3
28' OR!ltf'WAY
14' f 14' 17.5' PARKING
6" TYPE "G-1"
CURB (TYP.)
TYPICAL SECTION
NOT TO SCALE
,~ · rCi4Rt£.S' 17. 5' PARKING 12' 17.5' PARKING VAR/£.S'
FACE oF·---.i
STRUCTURE
.·-(TYP.) A.C. PAVING
WITH BASE
6" TYPE "G-1 • ~ CURB (TYP.)
~ ~ 1.0% MIN.
""~ 5.0% U4X
-:: 6"
(TYP.
C TYPICAL SECTION ~ 24' DRIVEWAY
3
fi4CE OF'-...:J
STRUCTURE
(TYP.)
NOT TO SCALE
24' DRIVEWAY
12' 12'
5'±
(TYP.
D TYPICAL SECTION ~ 24' DRIVEWAY
3
FACE OF-<J
STRUCTURE
(TYP.)
NOT TO SCALE
24' DRIVEWAY
12' 12' 17.5' PARKING 10.5'
£ TYPICAL SECTION ~ 24' DRIVEWAY
3 NOT TO SCALE
BUILD PAD
(TYP.)
BUILD PAD
(TYP.)
,,, 'ES 24' DR/ltf'WA Y T. W PER PLAN ,,,Rf. ~
i 1\ 12' 12' 17.5' PARKING ' J' ~1&--11--~~---t-----='---~1--~e......c~-""-''----l--"---fl\:
FACE OF 5'±
STRUCTURE (TYP.)
(TYP.)
F. G. (PER Pl.AN)
T. C. PER PLAN
6" TYPE "G-1"
CURB (TYP.)
5% U4X
RETAINING WALL PER C-6
U4x. HEIGHT = S.JJ'
2' MIN.
-----~;·,,·.; ~ / r ~ 0.25~1 // '
+-.,--..:,,,,,, 0.25' ,'1---TYPE "B" [)RAINAGE DITCH
F.G.
"TYPE 6" MASONRY.-----•
WALL PER SDRSD C-6
' '. PER SORSiJ 0-75
• •. ,--~N-·N.O.S. 12" JTR/UM GRATE
OR SIMILAR
c..---N.D.S. 12' X 12"
CATCH BASIN OR SIMILAR
F TYPICAL SECTION ~ 24' ,ORIV£WA Y
3 NOT TO SCALE
'1-ofESS/ol\l
Op
G
3
H
3
" ~ "' "' •
0.2'
MIN.
P.V.C. PPE (PRIVATE),
SIZE PEP PLAN
[ (PER PLAN)
DETAIL ~ CATCH BASIN 'RETAINING WALL PRIVATE
F.G.
"TYPE 6" MASONRY---•
WALL PER SDRSD C-6
ff
SCALE-1• = 2'
> J.7' WALL
2' MIN.
0.5' w.
P. V. C. PIPE (PRIVATE),
SIZE PEP PLAN
[ (PER PLAN)
DETAIL ~ CATCH BASIN 'RETAINING WALL PRIVATE
SB&D~
PL.ANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 120
San Disgo, Ca. S21 23
E;,158-560-1141
BEiS-560-B'I 57 Fax
1-/7-/7
DATE
SCALE: 1 • = 2'
> J.7' WALL
.
l·Z7·Z0 AP At·BUIL T
DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION
II AS BUILT¥
_/11-fl.~ f·Z7·Z0
RCE 6854 i / EXP, q-30·21 DATE
REVIEv/ED BY,
,Jl. ~ --·--2. -'i -lil;i,o
INSPECTOR DATE
I SHJET I CITY OF CARLSB.AD I SH~TS I
ENGINEERING DEPARTMENT
ROUGH GRADING PLANS FOR:
OUARRY CR££!(
PLANNING AREA R-1
DETAILS, TYPICAL S CTIONS SOP 15-22
APPROVED: / / " ' JASOII S'JGtfoERT
/ /1 .,Jl,(,. Z. 3 i:f
CITY ENGINEER' PE 63912 EXPIRES 9 /30 /18 • DATE
OWN BY: fj/Q PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY:
O11-IER APPROVAL CITY APPROVAL RVWD BY: SDP 15-22 484-SK ' I
----••-•-• -•••--••-• -----------------------•------~-------------------••--••---• •••--a••-·----------------------------------------AS-BUILT ~~~----
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"AS BUILT" fL.t. !LV ,-27-20
RCE 68547 ( EXP. 'f<l0-7.1
INSPECTOR
. DATE
2:?-1~ J.O).()
DATE
DI
GR,4PHIC SC,4££
40 0 40 80 120
SB&O~
PLANNING ENGINEER/NG SURVEYING
3890 Ruffin Ruar_l, Suir;c 1 20
'_jon U1es=10. Ca. g2·1 23
R5R-5R[""]-1141
85B-,500-81 t-J / I ·'c'X 1-27-20 AP
DATE INlllAL
ENGINEER OF WORK
(119.3} S.G.
AS-8Utl1
REVISION DESCRIPTION
DATE
8168 7992 I 8090
NOTE:
FOR IMPROVEMENTS WITHIN EXIST.
ft4YM4R DRIVE (PUBLIC) SEE CITY OF
CARLSBAD DWG. NO. 484-5
BOUNDARY DATA TABLE
0 D,. /BEARING RADIUS LENGTH
1 23'11'29" 173.00' 70.02'
2 21·51 •45• 173.00' 66.01'
3 12°29'46" 227.00' 49.51'
EXISTING STORM DRAIN NOTES:
0 EXIST. 18" R.C.P. STORM DRAIN (PUBLIC) PER DWG. NO. #84-5.
0 EXIST. 18" R.C.P. STORM DRAIN {PRIVATE} PER DWG. NO. 484-5.
0 EXIST. 30" R.C.P. STORM DRAIN (PUBLIC) PER DWG. NO. #84-5.
0 EXIST. 36" R.C.P. STORM DRAIN {PUBLIC} PER DWG. NO. #84-5.
0 EXIST. 42" R.C.P. STORM DRAIN (PRIVATE} PER DWG. NO. 47O-5A.
TO REM4/N. 0 EXIST. 24" R.C.P. STORM DRAIN (PRIVATE} PER DWG. NO. 484-5.
0 EXIST. 24" H.D.P.E. STORM DRAIN (PRIVATE} PER DWG. NO. 484-5A.
0 EXIST. 54• H.D.P.E. STORM DRAIN (PRIVATE} PER DWG. NO. 47O-5A
TO REM4/N. 0 EXIST. 60" H.D.P.E. STORM DRAIN (PRIVATE} PER DWG. NO. 484-5A.
TO REMAIN. @ EXIST. 30" H.D.P.E. STORM DRAIN {PRIVATE) PER DWG. NO. 484-5A.
@ 24" HOPE STORM DRAIN (PRIVATE} PER DWG. NO. 484-5r:
@ 24" HOPE STORM DRAIN {PRIVATE} PER DWG. NO. 484-5J.
EASEMENT NOTES
◊ FOR EASEMENT NOTES SEE SHEET 2.
SUBGRADE NOTES
1. ALL BUILDING SECTIONS ASSUMED 1.45' AN/SHED FLOOR 7? SUBGRADE,
2. POOL DECK ASSUMED 0.5' AN/SHED SURFACE TO SUBGRADE.
3. ACTUAL SLAB SECTIONS M4Y VARY. CONTRACTOR Sft4LL CCNARM ALL
SUBGRADE DEPTHS WITH GEOTECHNICAL ENGINEER PRIOR 7? CONSTRUCTION.
INlllAL
NOTE:
SEE SHEET 5 FOR PR/VA TE STORM DRAIN PLAN.
SEE SHEET 6-7 FOR PRIVATE STORM DRAIN PROALES.
NOTE:
'------1 FOR IMPROVEMENTS WITHIN LU/SEND
WAY {PRIVATE} SEE CITY OF CARLSBAD
DWG. NO. 484-5F AND 484-5G.
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ENGINEERING DEPARTMENl -. ---
ROUGH GRADING PLANS FOR:
OUARRY CREEK
PLANNING AREA R-2
GRADING PLAN ,, .. , SDP 15-22
APPROVED: // ,1/a;t JASON ~w:J.::~
CITY ENGINEER/ PE 63912 EXPIRES 9 /30 /18 A .
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DATE
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NOT£:
FOR GRADING WITHIN PARCEL 1 SEE CITY
OF CARLSBAD owe. NO. 484-50,
PROJ. ID: 50P 15-17/MS 15-13
NOT£:
'-----l FOR IMPROVEMENTS WITHIN LU/SEND
WAY (PRIVATE) SEE CITY OF CARLSBAD owe. NO. 484-5F AND 484-5G.
- - -
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□ 6./BEARING RADIUS I LENGTH DESCRIPTION
1 N22'56'O5"W --41.26 24" H.iJ.P.E.
2 15'46'29" 50.00' 13.77 24" H.0.P.E.
3 N38'42 '34 "W --11.77' 24" H.0.P.E. --- -----------------4 'N82'19'37"E --40. 63' 24" H.B.P.E.
5 13'22'47" 250.00' 58.38' 24" H.t.P.E.
6 1 N68'56'5O"E I ' 24" H.t.P.E --28.00' -
' 50.00' ;
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7 51'58 'OJ" i 45.35' 24" H.B.P.E.
8 N19'16'3O"w --127.02' 24" H.DP.E. I
9 , NI 7'35'58"w, --161.11' 18" H.DP.E. I
10 ,N16'I4'I2"w i --I 17. 19' 18" H.DP.E. ---------
11 17'15'23" I 50.00' I 15.06' 18" H.DP.E.
12 N86'3O'25''E --44.31' 18" H.DP.E.
13 NO'J3'34 ''W --88.02' 12" H.0 .. 0.E.
14 N69'22'55''E --27.87'-12" H.D.P.E.
15 N26'49 '04 ''E --I 24.81' 12" H.D.?.E.
16 N7'41 'O5''W --i 33.59' 24" H.D.?.E. - - -
17 69'30 '.59" 50.00' 60,66' 24" H.D.P.E.
18 N77'3I '22"w --26.59' 24" H.D.P.E.
19 N71'55'19''W --J.65' 18" H.D.P.E.
20 38'04 '23" 50.00' 33.23' 18" H.D.?.E.
21 68'65'o3" 50.00' 59.41' 18" H.D.P.E.
22 NB2' 19 '42 ''E --41.24' 18" H.D.P.E.
23 NI 7'17'08"W --90.27' 18" H.D.l'.E.
24 N67'55'JO''E --36.78' 18" H.D.P.E.
25 NI 7'26'4O"W --68.63' 12" H.D.P.E.
26 I 1'58'50" 50.00' 10.45' 12" H.D.FE.
27 N5'2 7'.50 ''W --20.60' 12" H.D.fE.
28 N 70'2 7'00 ''E --!00.36' 12" H.D.fE.
29 N7'O2'43''W --34.89' 12" H.D_.PE.
30 60'35'57" 50.00' 52.88' 12" H.D.PE.
31 N55'5O '48 ''E --! 18.27' 12" H.D.P.E.
32 NIO'l2'34"E --23.82' 10" P. V.C.
33 N14'/4'44"w --25.76' B"P.V.C
34 N31'2O'I I "W --76.48' 18" H.D.PE.
35 N2O' 10 '08 "E --238.14' 18" H.D.PE.
36 N79"44 ·oo"w --61. 10· 18" H.D.PE. --22.92' 37 N35'55 'I I ''W --18" H.D.PE. - -
38 45'59 'o6" 50.00' 40. I 3' 18" H.D.PE
39 N81'54'16''W --50.74' 18" H.D.P.:.
40 N34'31 '/8''E --28.22 12" H.D.P.c.
41 N84' 15 '08 "E --13.62' -12" H.D.P.c.
42 13'/6'17" ' 791.00' 183.22' 12" H.O.P.,.
43 N I6'3 I '.55 ''E --28.32' 8" P. V.C.
44 N49'O6 '02 ''W --47.03' 8'' P. V.C.
45 N8'O8'/6''W --24.67' I 8" P. V.C.
46 N12'48'24"W --24.67' I 8" P. V.C.
47 NB 1'43'48"W; --113.24', 5--P. v.c.
48 N37'47'26''W I --43.14' • 8" P. V.C.
49 N44'19'48''E' --8.15' 12" HOPE
50 N31'2O'11 ''W 1 --5.53' 18" H.D.P.£
51 11'10'03" ' 40.00' 7.80' ' 18" H.D.P.£
ALL HOPE IS WT/IB (PER ASHTO)
NOT£:
SEE SHEET 4 FOR ROUGH GRADING PLAN.
SEE SHEET 6-7 FOR PRIVATE STORM DRAIN PR'JRLES.
I SH1ET I CITY OF CARLSBAD I I SHEETS
ENGINEERING DEPARTMENT I 7 _
ROUGH GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA R-2
PRIVATE STORM DRj\lN PLAN SDP 15-22
: APPROVED:/L , I JASON
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NOTE:
SEE SHEET 4 FOR ROUGH GRADING PLAN.
SEE SHEET 5 FOR PRIVATE STORM DRAIN PLAN.
I SH~ET I CITY OF CARLSEAD I SH~TS I
ENGINEERING DEPARTMENT
ROUGH GRADING PLANS FOR: _______ ,, __ QUARRY CREEK
PLANNING AREA R-2
PRIVATE STORM .0RAIN. PROFILES SOP 15-22
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