HomeMy WebLinkAboutDWG 484-5KK; SDP 15-22; QUARRY CREEK PA R2; 01-24GRADING NOTES
(IN AOOIT10N TO TH£ REQlJIREMENTS OF CHAPTER 15. 16 OF TH£ CARLSBAD
MUNICIPAL COO£.)
1. THIS PLAN SUP£RS£D£S ALL OTHER PLANS PR£V/O/JSLY APPROVED BY TH£
CITY OF CARt.SBAO REGARDING GRAOING SHOWN ON THIS SET OF Pl.ANS.
2. APPROl64L OF THIS PLAN DOES NOT L£SS£N OR WAM ANY PORTION OF TH£
CARLSBAD WNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANOAHDS OR OTHER ADOl710NAL OOCLIMENTS L/ST£0 HEREON AS THEY .u4Y
PERTAIN TO THIS PRO./£CT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL
R£V1S£ TH£S£ PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT R£1.J£V£ TH£ 0£V£LOPER OR ENGIN£ER-
OF-WORK FROM RESPONSIBIUTY FOR TH£ CORRECTION OF ERRORS ANO
OMISSIONS OISCOVEREO OI.IRfNG CONSTl?LICTION. ALL PLAN R£VISIONS SHALL
BE PROMPn Y SLIBMITT£1J TO TH£ CITY ENGINEER FOR APPROVAL.
-I. A RIGHT-OF-WAY PO?UIT FROU TH£ CITY ENGINEER WILL B£ REQLIIR£0 FOR
ANY WORK IN TH£ PLIBUC RIGHT-OF-WAY. PRIOR TO PO?MIT /SSLIANCE, A
CERTlFlCATE OF /NSLIRANC£ AS WELL AS AOOmONAL INSURED ENOORSEMENT
AIL/ST B£ flLEO NAMING TH£ CITY OF CARLSBAD AS AN AOOITIONAL INSLIR£0
ON TH£ P£Rl,IITT££'s POLICY IN TH£ MINIMLIM AAIOLINT OF l1,000,000.00 FOR
GRADING NOTES (CONT. J
28. LANDSCAPING SHALL B£ ACCOl,fPL/SHED ON ALL SLOPES ANO PAOS AS
REQLIIRED BY THE CITY OF CARLSBAD LANOSCAP£ MAN/JAL, TH£ LANDSCAPING
PLANS FOR THIS PROJECT, DRAWING NO. -18-1-51.., ANO/OR AS 0/RECTEO BY
TH£ CITY ENGINEER OR CITY PLANNER.
29. TH£ OWNER/APPLICANT SHALL /NSLIR£ THAT ALL CONTRACTORS SHALL
COORDINATE TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON
BOTH TH£ LANDSCAPE ANO IRRIGATION PLANS ANO TH£ IMPROVEMENT PLANS
AS R£QLIIR£0 FOR THIS WORK IN ACCOR.ll4NC£ WITH TH£ LANOSCAP£
.u4NUAL 17M£ REQLIIR£M£NTS.
30. WHERE AN £X/S17NG PIP£ LIN£ IS TO BE ABANOON£0 AS A RESULT OF TH£
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY F££T OF BLIIWINC
OR STREET AREAS ANO REPLACED WITH PROPO?LY COMPACTED SOILS. IN
OTHER AREAS TH£ PIP£ WILL B£ Pll/GG£0 WITH CONCRETE OR REMOVEO AS
APPROVED BY TH£ CITY ENGINEER.
31. TH£ CONTRACTOR SHALL V£RIFY TH£ LOCATION OF ALL D"IS17NG FAC/L/TlES
{,-!BOVE GROLINO ANO LINOER GROLINO) WITHIN TH£ PROJECT SITE SLIFFlC/£NnY
AH£AO OF GRADING TO PERMIT TH£ R£V/SION OF TH£ GRADING PLANS IF IT IS
FOLINO THAT TH£ ACT/JAL LOCATIONS AR£ IN CONA./CT WITH TH£ PROPOSED
EACH OCCLIRRENCE OF LIABIUTY. TH£ /NSLIRANC£ COMPANY WRfflNG TH£ POLICY ~,,
Ml/ST HAVE A RATING OF ~-• OR BETTER ANO A SIZE CATEGORY OF CLASS """·
VII OR B£TT£R AS ESTABLISHED BY BESTS KEY RA17NG GLl/0£.
WORK.
TH£ CONTRACTOR SHALL N017FY AFFECTED Ll17LITY COMPANIES {SEE BELOW)
AT LEAST 2 FULL WORKING £111Y.S" PRIOR TO STAR17NG GRADING NEAR TH£7R
FAC/L/TlES ANO SHALL COORDINATE THE WORK WITH A COMPANY
REPRES£NTAT7V£. 5. UNLESS EXEMPTED BY SECTION 301.(b}5 OF TH£ LIN/FORM BLI/LDING COO£,
RETAINING WALLS OLITS/0£ OF PLIBUC RIGHT-OF-WAY R£Qll/R£ SEPARATE
p£Rt,lffS FROM TH£ BLIILOING 0£PA/ml£NT.
6. NO WORK SHALL BE COl,IM£NC£D LINTll ALL PERAi/TS HAVE BEEN OBTAINED
FROU TH£ CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROl64L OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT ALITHORIZ£
ANY WORK OR GRADING TO B£ P£RFORl,f£0 UNTll TH£ PROPERTY OWNER's
PERAI/SSKJN HAS B££N OBTAINED ANO A VAL/0 GRADING PO?MIT HAS BEEN
/SSL/ED.
8. NO R£VISIONS Wll1. B£ IIIAOE TO THESE PLANS WITHOLIT TH£ WRITTEN
APPROll:<U. OF TH£ CITY ENGINEER, NOTED WITHIN TH£ R£V/SION BLOCK, ON
TH£ APPROPRIATE SHEET OF TH£ PLANS ANO TH£ 77n£ SHEET.
9. ORIGINAL DRAWINGS SHALL B£COM£ TH£ PROPERTY OF TH£ CITY LIPON 8£/NG
SIGNED BY TH£ CITY £NG/NEER.
10. TH£ ORIGINAL ORAWING SHALL B£ R£V/SED TO R£FL£CT AS-BLIILT CONO/TIONS
BY TH£ ENGINEER-OF-WORK PRIOR TO flNAL ACCEPTANCE OF TH£ WORK BY
TH£ CITY.
11. ACCESS FOR FIR£ ANO OTHER EMERGENCY VEHICLES SHALL B£ '"4/NTAINED TO
TH£ PRo./£CT SIT£ AT Al-1. 17MES OLIRING CONSTRL/CTION.
12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SLIMUARY SH££T, (B} LABORATORY WORK SH££TS ANO (C) COMPACTION
CL/RYES, SHALL 11£ SL/Blllfrt:o BY A PROF£SSIONAL ENGINEER OF TH£ STATE
OF CALIFORNIA, PR/NC/PALLY OOING BUSINESS IN TH£ F1£LO OF APPL/£0 SOILS
MECHANICS. TH£ SOILS REPORT Will B£ SLIBMITT£0 TO TH£ CITY ENGIN££RING
INSPECTOR WITHIN 7Nt? WORKING .ll4 Y.S" OF TH£ COMPL£TION OF F1£LD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIRCATION REGARDING
AOH£R£NC£ TO RECOMM£N.ll4TIONS 0/m.lNED IN TH£ SOILS REPORT IS
REQLIIR£D PRIOR TO TH£ /SSLIANC£ OF A BLIILOING PERMIT. ALL CONTROLLED
GRADING SHALL B£ ~ LINOER THE 0/RECTION OF A PROFESSIONAL
£NGIN££R OF TH£ STAT£ OF CALIFORNIA PRINCIPALLY OOING B/JSINESS IN TH£
flELO OF APPLIED SOILS MECHANIC$. ALL fill OR FLIT/JR£ fill AREAS SHALL
B£ CONSTl?LICTED IN ACCOR.ll4NC£ l:1TH TH£ CITY OF CARLSBAD STAN.ll4RO
SP£CIRCATIONS ANO TH£ "EARTHWORK SP£C/RCATIONS" ATTACHED TO TH£
PR£L/MINAl?Y SOILS /NV£ST7GATION. OOLY F1£LD COMPACTION REPORTS WILL BE
SLIBMITTEO TO THE PROJECT INSPECTOR.
1-1. A PffECONSTR/JCTION M££17NG SHALL B£ HEW AT TH£ SITE PRIOR TO TH£
B£GINNING OF WORK ANO SHALL BE ATT£N0£0 BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTR/JC170N, INSP£C170N, SL/PERVIS/ON, TESTlNG ANO ALL
OTHER ASPECTS OF TH£ WORK. TH£ CONTRACTOR SHALL R£0LIEST A
CONSTH/JCTION M££17NG BY CALLING TH£ INSPECTION LIN£ AT {760) -138-3891
AT LEAST FIV£ (5) WORKING .ll4Y.S" PRIOR TO STAR17NG CONSTR/JCTION. TH£
CONTRACTOR WILL THEN B£ CONTACTED BY TH£ PROJECT INSPECTOR TO
COORDINATE A .ll4TE ANO 17M£ FOR TH£ PRECONSTRL/CTION M££17NG.
APPROVED DRAWfNGS Ml/ST B£ AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING
PEINIT WILL B£ PRO'AOEO BY THE PROJECT INSPECTOR AT TH£ M££17NG.
15. ALL INSP£CTION R£QLIESTS OTHER THAN FOR PR£CONSTRLICTION M££17NG Will
B£ IIIAOE BY CALLING TH£ £NG/N££RING 2-1-HOLIR INSPECTION REQLIEST LIN£
AT {760) 4Jll-3891. INSPECTION REQL/£ST Ml/ST BE R£C£/V£0 PRIOR TO
2:00 P.11. ON TH£ .ll4Y BEFORE TH£ INSPECTION IS N££0£0. INSPECTIONS
Will IE .u40£ TH£ NEXT WORK .ll4Y UNLESS YOLI REQUEST OTHERWISE.
REQUESTS MAO£ AFTER 2:00 P.11. Will B£ SCH£0LILED FOR llM7 FULL WORK
.ll4 Y.S" LATER.
16. TH£ OWNER ANO/OR APPLICANT THROLIGH TH£ 0£V£LOP£R ANO/OR
CONTRACTOR SHALL 0£SIGN, CONSTR/JCT ANO ,U4/NTA/N ALL SAFETY O£VIC£S,
/NCLLIOING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING
TO ALL LOCAL, STATE ANO F£/JERAL SAFETY ANO HEALTH STAN.ll4ROS, LAWS
ANO REGULATIONS.
17. TH£ CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY
SLIBMITT£0 A 0£TAIL PLAN TO TH£ CITY £NG/NEER ANO/OR CONCERNED
AGENCY SHOWING TH£ 0£SIGN OF SHORING, BRACING, SLOP/NC OR OTHER
PRO'AS/ONS TO BE MAO£ OF WORK£R PROTECTION FROM TH£ HAZARO OF
CA'ANG GROUNO OLIRINC TH£ EXCAVATION OF S/JCH TRENCH OR TRENCHES OR
OLIRING TH£ PIP£ INSTALLATION TH£REIN. THIS PLAN AIL/ST B£ PREPARED FOR
ALL TRENCHES FIV£ F££T (5') OR MOR£ IN 0£PTH ANO APPROVED BY TH£
CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO D"CAVATION. IF TH£
PLAN VARIES F1?0M TH£ SHORING SY.S"TEM STAN.ll4ROS ESTABLISHED BY TH£
CONSTR/JCTION SAFETY ORO£RS, Tln£ 8 CALIFORNIA AOIIINISTRAT7V£ COO£,
TH£ PLAN SHALL B£ PREPARED BY A R£G/STER£0 ENGINEER AT TH£
CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVATION PERAIIT ML/ST B£
SLIBMITT£0 TO TH£ INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTlNG SHALL B£ PERFORMED LINTll A VAL/0 BLASTlNG PO?MIT HAS
B££N OBTAINED FROM TH£ CITY OF CARLSBAD. SLIBMIT APPLICATION FOR
BLAS17NG PO?MIT WELL IN AOVANC£ OF TH£ SCH£DLILING OF BLAS17NG
OPERATIONS.
19. IF ANY ARCHA£0l.OG/CAL RESOLIRCES AR£ DISCOVERED WITHIN ANY WORK AREA
OLIRING CONSTR/JCTION, OPERATIONS Wll1. CEASE IMM£0/ATELY, ANO TH£
P£RAIITT££ WILL NOTIFY TH£ CITY ENGINEER. OPERATIONS Will NOT RESTART
LINTlL TH£ P£RAIITT££ HAS RECEIVED WR/TT£N AL/THOR/TY F1?0M TH£ CITY
ENGINEER TO 00 SO.
20. ALL OPERATIONS CONO/JCTED ON TH£ SITE OR AO.PtC£NT THERETO, INCLLIOING
WARMING LIP, REPAIR, ARRIVAL. 0£PART/IR£ OR OPERATION OF TR/JCKS,
EARTHIIOVING £QLIIPMENT, CONSTR/JCTION £Qll/PMENT ANO ANY OTHER
ASSOCIATED GRAOING £Qll/PMENT SHALL BE LIM/TEO TO TH£ P0?/00 B£TW£EN
7.·00 A.M. ANO 6:00 P.11. EACH £111Y, MON.ll4Y THRLI FRl.ll4Y ANO NO
EARTHIIOVING OR GRADING OPERATIONS SHALL BE CONO/JCTED ON W££K£NOS
OR HOLl.ll4 YS. (A LIST OF CITY HOL/.ll4 Y.S" IS AVAILABL£ AT TH£ ENGIN££RING
0£PARTM£NT COUNTER.)
21. ALL OFF-SITE HALIL ROUTES SHALL B£ SLIBMITTEO BY TH£ CONTRACTOR TO
TH£ CITY ENGINEER FOR APPROVAL llM7 FULL WORKING .ll4Y.S" PRIOR TO
BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE .u4TERIAL SHALL BE
O£POSITEO AT, A SITE APPROVED BY TH£ CITY £NG/NEER. TH£ CONTRACTOR
SHALL B£ RESPONSIBLE FOR ANY 0£BRIS OR .ll4.u4G£ OCCLIRRINC ALONG TH£
HAUL ROLITES OR AIJJAC£NT STREETS AS A RESULT OF TH£ GRAO/NG
OPERATION.
23. BR/JSH SHALL B£ R£MOV£0 ONLY WITHIN TH£ AREA TO B£ GRAOEO. NO TREES
AR£ TO BE REMOVED EXCEPT ALONG HA>"U4R ORM.
2-1. ALL AREAS SHALL BE GRAOEO TO ORAIN. GRADING RESLIL17NG IN TH£ PONO/NG
OF WATER IS NOT PERMITTEO. ALL EARTHEN SWALES ANO 0/TCHES SHALL HAVE
A MINIMLIM ON£ PERCENT SLOP£.
25. THESE PLANS AR£ SLIB.1£CT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE SHOWN AS A APPROVED BY
TH£ CITY £NG/NEER OR AS 0/RECTED BY TH£ PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMM£0 TO A RN/SH GRAO£ TO PROOLIC£ A LIN/FORM
SLIRFAC£ ANO CROSS SECTION. TH£ SITE SHALL BE LEFT IN A NEAT ANO
ORO£RLY CONOITION. ALL STONES, ROOTS OR OTHER 0£BRIS SHALL BE
REMOV£0 ANO O/SPOS£0 OF AT A SITE APPROVEO OF BY TH£ CITY ENGINEER.
27. ALL SLOPES SHALL B£ IRRIGATED, STABILIZED, PlANTEO ANO/OR HYOROS££0£D
WITHIN TEN (10) .ll4Y.S" OF TH£ 17M£ WHEN EACH SLOP£ IS BROLIGHT TO
GRADE AS SHOWN ON TH£ APPROVED GRADING PLANS.
LINO£RGROLINO S£R'AC£ ALERT (800) -122--1133
S~£ (800) 660-7.J.IJ
PACIFIC BELL (800) 892-0123
17M£ WARNER CABLE {760) 4J8-77-11
COX COMMLINICA170NS (760) 806-9809
CITY OF CARLSBAD (STR££TS ANO STORM ORAIN) (760) -13-1-2980
"CITY OF CARLSBAD (SEWER, WATER ANO RECLAIMED WAlm) {760) -138-2722
"SAN Dl£GLIITO WATER DISTRICT (760) 633-2650
"L£/JCAOIA WASTFWATER 0/STRICT (760) 75.J-0155
"11:<U.LECITOS WATER 0/STRICT (760) 7-1-1-0-#60
"OL/V£NHAIN WATm 0/STR/CT (760) 75.J-6-166
•BL/ENA SANITATION 0/STRICT (760) 726-13-10
" OCEANS/OE SEWER 0/STR/CTS (760) 4J5--l500
" CITY OF 14STA {ENGIN££RING} {760) 639-6122
"AS APPROPRIATE
33. PO?MIT COMPLIANCE R£QLIIREJ.l£NTS:
A. FOR CONTROLLED GRADING -TH£ APPLICANT HIRES A CML ENGINEER,
SOILS ENGINEER, ANO/OR G£0l.OG/ST TO GM TECHNICAL AOVICE,
OBSERVE ANO CONTROL TH£ WORK IN PROGRESS 1~.16. 120 AB
CARLSBAD MLINICIPAL COO£.
B. PRIOR TO ANAL APPROVAL OF A GRAOING PERMIT -TH£ FOL.LOW/NC
REPORTS Ml/ST BE SLIBMITTEO TO TH£ CITY ENGINEER ~ TH£ PROJECT
INSPECTOR 15.16.120 A.10 CARLSBAD AILIN/CIPAL COO£.
(1) flNAL REPORT BY SL/PERVIS/NG GRADING ENGINEER STA17NG ALL
GRADING IS COl,(PLET£. ALL EROSION CONTROL, SLOP£ PLAN17NC ANO
IRRIGATION AR£ /NSTALLEO IN CONFOR.u4NC£ WITH CITY COO£ ANO TH£
APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE L£TT£R FROM CITY
£NG/NEER/NC 0£PARTM£NT).
(2) AS-BLIILT GRADINC PLAN.
(3) REPORT F1?0M TH£ SOILS ENGINEER. WHICH /NCLLIOES R£COl,(MEN0£0
SOIL BEARING CAPACffl£S, A STATEMENT AS TO TH£ £XPANSM
QLIALITY OF THE SOIL, ANO SLIMAIAR/ES OF REW ANO LABORATORY
TESTS. TH£ REPORT SHALL ALSO /NCLL/0£ A STATEMENT BY TH£ SOILS
ENGINEER THAT TH£ GRADING WAS OON£ IN ACCORDANCE WITH TH£
R£Qll/R£M£NTS ANO R£COMM£N.ll4170NS OllntN£0 IN TH£ PR£LIMINAl?Y
SOILS REPORT ANO ANY SLIPPLEJ.IENTS THERETO.
(-1) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF R£QLI/R£0 BY TH£ CITY.
3-1. UNLESS A GRADING PERMIT FOR THIS PROJECT IS /SSL/£0 WITHIN ON£ (1)
YEAR AFTER TH£ CITY ENG/N££R's APPROVAL, THESE PLANS .u4Y BE
R£QLIIRED TO BE RESLIBMITTEO FOR PLANCH£CK. PLANCH£CK F££S WILL BE
R£QLIIRED FOR ANY SL/CH RECHECK.
35. TH£ SOILS REPORT 77n£O "UP.ll4TE G£0TECHNICAL REPORT, QLIARRY
CR££K, R-2, CARLSBAD, CALIFORNIA" PREPARED BY G£0CON, £111TED
APRIL 11, 2016 SHALL B£ CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE OON£ IN ACCOR.ll4NC£ WITH TH£ RECOMMEN.ll4170NS
ANO SP£CIRCATIONS CONTAINED IS SA/0 SOILS REPORT.
36. IN ACCOR.ll4NC£ WITH TH£ CITY SI/SUP, ALL STORM ORAIN INLETS
CONSTR/JCTED BY THIS PLAN /NCLL/0£ -STENCILS" BE A00£0 TO PROHIBIT
WASTE 0/SCHARGES OOWNSTREAII. STENCILS SHALL BE A00£0 TO TH£
SA17SFACTION OF TH£ CITY ENGINEER.
"DECLABA TION OF RESPONSIBLE CHARGE"
I HEREBY 0£CLAR£ THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT,
THAT I HAVE £X£RC/S£D RESPONSIBLE CHARGE OVER TH£ 0£S/GN OF TH£
PROJECT AS 0Ef7NED IN S£C170N 6703 OF TH£ B/JSINESS ANO PROFESSIONS
COO£, ANO THAT TH£ OESIGN IS CONSISTENT WITH CURRENT STAN£111ROS. I
LINOERSTANO THAT TH£ CHECK OF PROJECT DRAWINGS ANO SPECIRCATIONS BY
TH£ CITY OF CARLSBAD OOES NOT R£1.J£V£ Al£, AS £NG/NEER OF WORK, OF MY
RESPONSIBILl17ES FOR PROJECT OESIGN.
flRAI: SB,kO, INC.
AOORESS: 3990 RLIFFlN Ra4D, SUITE 120
CITY, STAT£: SAN O/£GO, CA. 92123
TEL£PHON£.· (858) 560-11-11
,m A:,;;~( Z · l°j.1,
REGISTRATION ~TE.-9-30-17
SOILS £NG/N££H-:S CERTIFICATE
I, ROONEY MIKESELL. A REGISTER£0 GEOTECHN/CAL £NC/NEER OF TH£ STATE OF
CALIFORNIA, PR/NC/PALLY 00/NC B/JSIN£SS IN TH£ F1£LD OF APPLIED SOILS
MECHANICS, HEREBY CER17FY THAT A SAMPLING ANO STUOY OF TH£ SOIL
CONO/TIONS PREVALENT WITHIN THIS SITE WAS MAD£ BY Al£ OR LINOER MY
0/RECTION B£TW££N TH£ £111TES OF 0£C£MBER 2011 ANO FEBRLIARY 2015. llM7
COPIES OF TH£ SOILS REPORT .ll4TED APRIL. 2016, COMP/LEO FROM THIS STUOY,
WITH MY RECOMM£N.ll4TIONS, HAS BEEN SLIBMITTEO TO TH£ OFFICE OF TH£
CITY ENGINEER.
SIGNED:
G.£. NO.: 25J3
.ll4T£.·
LICENSE EXPIRATION £111T£.· 6-30-2018
OWNEH-:S CERT/FICA TE
I (W£) HEREBY CER17FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
B££N OR WILL BE RETAINED TO SLIP£RV/S£ OVER-All GRADING ACTl'ATY ANO
A014S£ ON TH£ COMPACTION ANO STABILITY OF TH£ SIT£.
0"-
NAM£ '-S .ll4TE
LMV CARLSBAD HOWINGS, LP
A 0£LAWAR£ LIM/TEO PARTNERSHIP
:i'M mw (Kil ~w: :N:l1U;Tt&lift!jjiiij ( ( C
1 CdtfFORtftd 11111 idi?HIP< Nl121tfl( CW Pfii'PJliW"1 u,s:1-.R
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NLIMBER(S) 167-0-#0--13
ANO # OF TH£ CALIFORNIA COORDINATE /NO£X OF THIS PROJECT IS.· 366-1671. LEGAL DESCRIPTION
LOT 2 OF CARLSBAD TRACT AIS 15-13, PARCEL .u4P NO. 21373, CITY OF
CARLSBAD, STATE OF CALIFORNIA. RECOR0£0 ALIGLIST 17, 2016.
REFERENCE DRAWINGS
CARLSBAD TRACT 83-21 'ALLAGES •o• ANO "!>-1:
OWG. NO. 2#-3.
SOL/TH Ca-lST MATmlALS QLIARRY GRADINC PLAN
OWG. NO. -170-54.
MARRON ROAi) GRADING PLAN OWG. NO. R111-IB -
CITY OF OCEANS/OE.
MARRON ROAi) IMPROVEMENT PLAN OWG. NO. R111-16 -
CITY OF OCEANS/OE.
CITY OF CARLSBAD MASS GRADING PLANS -
QLIARRY CREEK OWG. NO. -18-1-54.
CITY OF CARLSBAD MASS GRADING PLANS -
QLIARRY CR££K OWG. NO. -18-1-54.
CITY OF CARLSBAD GRADING PLANS -
QLIARRY CREEK R-1, OWG. NO. -18-1-50.
CITY OF CARLSBAD IMPROVEMENT PLANS -
QLIARRY CREEK R-1, OWG. NO. -IB-l-5H.
CITY OF CARLSBAD GRAO/NG PLANS -
QLIARRY CREEK ACCESS ROAi) OWG. NO. -18-l-5F.
CITY OF CARLSBAD IMPROVEMENT PLANS -
QLIARRY CR££K ACCESS ROAi) OWG. NO. -IB-l-5G.
CITY OF CARLSBAD ROL/GH GRADING PLANS -
QLIARRY CREEK R-2, OWG. NO. -IB-l-5K.
CITY OF CARLSBAD IMPROVEMENT PLANS -
EXIST. HA >"U4R ORM (PLIBLIC), OWG. NO. -18-1-5.
SPECIAL NOTES
FOR SPECIAL NOTES SEE SHEET -I.
SHEET INDEX
SHEET NO.
1
2
3 ,,
-1-8
9-17
18-20
21-2-1
DESCRIPTION
Tln£ SHEET
KEY MAP, NOTES, OETAILS
TYPICAL SECTIONS
INO£X .u4P
HORIZONTAL CONTROL
PRECISE GRADING PLANS
SEWER.· PLAN ANO PROAL£S
RETAINING WALL PLANS
OWNER/APPLICANT
LENNA/? MLIL17-FAMILY COMAIL/Nffl£S, LLC
95 ENTERPRISE, SL/IT£ 200
ALISO 'A£JO, CA. 92656
(9-19) #8-1615
EARTHWORK QUANTITIES
GRADED AREAS:
CLIT QLIANT717£S.·
fill QLIANT717£S.·
IMPORT:
10.16 AC.
3,900 C.Y.
3,900 C.Y.
If C.Y.
A44x. CUT DEPTH: 5>
MAK. CLIT SLOP£ RA TIO: 2: 1
MAK. fill 0£PTH: 5'
MAK. fill SLOP£ RA 170: 2: 1
QLIAN1717ES SHOWN AR£ FOR ES17.u4TION PURPOSES ONLY. QlJANTlTlES AR£ GEOMETRIC
ONLY ANO 00 NOT INCLL/0£ SHRINKAGE ANO BLI/LOING FACTORS.
THIS PROJECT PROPOSES EXPORT OF If CUBIC YAROS OF MATERIAL FROM THE
PROJECT SIT£. ALL EXPORT .u4TERIAL SHALL BE O/SCHARG£0 INTO A LEGAL 0/SPOSAL
SIT£. TH£ APPROVAL OF THIS PROJECT OOES NOT ALLOW PROCESSING ANO SAL£ OF
TH£ MATmlAL. All S/JCH ACTl'A17ES R£QLIIR£ A SEPARATE CONOITIONAL LIS£ PERMIT.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PROJECT
OESIGN CONSULTANTS. METHOOS FROM /NFORMA170N GATH£R£0 IN MARCH
201-1 BY PROJECT OESIGN CONSULTANTS PHOTOGRAMMETRY SHOWN
HEREON CONFORMS TO NA170NAL .u4P ACCURACY STAN.ll4ROS.
LIST OF ABBREVIATIONS
EXIST.
R/W
TYP.
F.G.
T.C.
F.F.
S.G.
AC.
fl
f
I[
MIN.
P.P.
£.P.
OIA.
£.0.£.
V.C.P.
S.F.
L.P.
R.C.P.
T.W.
S.M.H.
G.F.
0./J.
F.M.
DI
£X/S17NG
RIGHT-OF-WAY
TYPICAL
F1NISH£0 GRAD£
TOP OF CL/RB
RN/SHED A.OOR
SLIBCRAD£
ACRE
PROPERTY LIN£
CENTERLINE
n.ow LIN£
MINIMLIM
POWER POL£
£OGE OF PAVEMENT
OIAM£TER
£X/S17NG OVERHEAD ELECTRIC
'ATR/flED CLAY PIP£
SQLIAR£ F££T
LOW POINT
REINFORCED CONCR£TE PIP£
TOP OF WALL
SEWER MANHOLE
GARAGE A.OOR
OW£Ll/NG LINIT
ANAL .u4P
®
B.W.
H.P.
F.S.
C.B. c.o.
O.G.
P.C.C.
STA.
OWG.
MAK.
£L£V. o.c.
SIM.
ST. LT.
PVT.
OWY.
PKWY. s.o.c.o.
GTR.
MOO. s.c.o.
U.N.O.
1.£.
C. Y.
£V
BOTTOM OF WALL
HIGH POINT
F1NISH£0 SURFACE
CATCH BASIN
CL£ANOLIT
0£COAIPOS£0 GRANITE
PORnANO CEMENT CONCR£TE
STA170N
ORAWING
AIAXIMLIAI
ELEVATION
ON CENTER
SIMILAR
STREET LIGHT
PRIVATE
DRIVEWAY
PARKWAY
STORM DRAIN CLEANOLIT
G/JTT£R
MOO/F1£0
SEWER CLEANOLIT
UNLESS NOTED OTHERWISE
INVERT £L£VA170N
CUBIC YARO
ELECTRICAL VEHICLE PARKING
!ii <::iss EL CAMINO _{) Cl;' () '<'f !.> COUNTRY CLLIB , -
O MIRA &;
EL SAL TO ..____ ,-----._ COSTA COLLEGE l\i
FALLS ST.
78 PACKARfl
LAKE RO.
"' ~
WORK TO BE DONE
TH£ GRAD/NC WORK SHALL CONSIST OF THE CONSTR/JCTION OF ALL CL/TS ANO AILS, R£M£OIAL
GRADING, ORA/NAG£ FAC/Lffl£S, £ROS/ON CONTROL FACIL/Tl£S, ANO PLANTlNG OF P,R.u4NENT
LANDSCAPING ANO PREPARATION 00 AS-BUILT GRADING PLANS, AS-BLIILT G£0LOGC .u4PS ANO
REPORTS, ALL AS SHOWN OR R£QLIIR£0 ON THIS SET OF PLANS ANO TH£ CITY S:AN.ll4ROS,
SP£CIF1CA170NS, R£QLIIR£Al£NTS, RESOLLITIONS ANO ORDINANCES CITED ON THESE <>LANS.
TH£ GRAD/NC WORK SHALL BE PERFORA/£0 IN ACCOR.ll4NC£ WITH TH£ FOLLOWING OOCLIM£NTS,
CURRENT AT TH£ 17ME OF CONSTRLIC170N, AS 0/RECTED BY TH£ CITY ENGINEER.
STANDARDS ANO SPECIFICATIONS
1.
2.
J.
CARLSBAD MLINICIPAL COO£.
CITY OF CARLSBAD £NGIN££RING STAN.ll4ROS.
TH£ STAN.ll4RO SP£CIF1CA170NS FOR PUBLIC WORKS CONSTRLIC170N (GREEN 'JOOK).
-I. THE SAN O/£GO REGIONAL STAN.ll4RO DRAWINGS ANO AS MAY B£ MOO/F1£0 fY TH£ CITY
OF CARLSBAD STAN.ll4ROS.
5. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO
~.,,-~Qt.·
& 6.
7.
8.
9.
CALTRANS CONSTR/JC170N SITE BMP MANUAL.
THIS SET OF PLANS.
i l
VICINITY MAP
NOT TO SCALE
THOMAS BROTHERS PG. 1107, GR/0 A-2
2006 £0/TION
LEGEND "" EXISTING
DESCRIPTION
£X/S17NG £LEVA170N
£X/S17NG SEWER LATERAL
£X/S17NC WATER LATERAL
£X/S17NG CL/RB ANO GLITTER
£X/S17NG GAS
£X/S17NG ELECTRIC
D"IS17NG SEWER
£XIS17NG WATER
£XIS17NG RR£ HYDRANT
£X/S17NG SEWER .u4NHOL£
£X/S17NG RETAINING WALL
PLANNING COMMISSION R£SOLLITION NO. 7164.
£N'ARONM£NTAL OOCLIM£NTS.· £/R NO. 11-02 £111TEO FEBRLIARY 6, 2013.
STORM WATER POLLUTION PREVENTION PLAN.· SW 1-1-292 PR£PAR£0 BY PRQJ£CT OES/GN
CONSULTANTS £111TEO ALIGLIST 7, 201-1.
10. STORM WATER MANAGEMENT PLAN.· SWMP 15-27 PR£PAR£0 BY S&kO, INC. OATEO
OCTOBER 28, 2015.
LEGEND
DESCRIPTION
PROJECT BOLIN.ll4RY
CENTERLINE
EASEMENT
STD. DWG. NO.
{CITY OF CARLSBAD U.N.O.} SYMBOL QUANTITY
SYMBOL
(210.ol •
PRIVATE A.C. PA'ANG ANO
BAS£ (CLASS II)
139, 600 S.F.
-127 L.F. -@
----®
6" TYPE "G" CL/RB ANO
GLITTER (PRIVATE}
o• CL/RB {PRIVATE}
P.C.C. SIDEWALK (PRIVATE}
G-2 (SORSO)
@
G-7, G-9 (SORSO)
P£0£STRIAN RAMP G-27, G-30, G-32 (SORSO)
P£0ESTRIAN RAMP G-30, G-31, G-32 {SORSO}
P.C.C. CROSS GLITTER (PRIVATE) G-12 (SORSO)*
PRIVATE 3' RIBBON GLITTER ~
(PRIVATE} 'C!J
STREET LIGHT (PRIVATE}
TR££ PLANTER
TRANSFORMER
£-1 {SORSO}*
SEE NOTE SHEET 2
SEWER MAIN (SIZE PER PLAN) S-5 (CITY}
{PRIVATE}
SEWER MANHOLE (PRIVATE} S-1, S-1A, S--1, S-5 (CITY)
4• SEWER LATERAL (PRIVATE) S-7, (CITY}
RETAINING WALL SE£ SHEETS 21-2-1
6: a: 10• STORM ORAIN PIPES
{,-ILL PIP£ 6" UNLESS NOTEO OTHERWISE}
AREA ORAIN SEE OETAIL SHEET -I
STORM ORAIN {PRIVATE)----.____
STORM ORAIN CLEANOLIT ______,,,,-PER OWG. NO. '48-l-5K
(PRIVATE)
RETAINING WALL
WATER BACKA.OW ASSEMBLY
RR£ O.C.O.A.
12"x12" CATCH BASIN
TRASH ENCLOSURE
PER OWG. NO. -IB-l-5K
PER OWG. NO. -IB-l-5G
PER OWG. NO. '48-l-5G
226 L.F.
~· ~·~·~4~_~, 1 20,000 s.F.
5 EA.
17 EA.
350 S.F.
7,275 L.F.
o----¢-5 EA.
0
d[I]
S --1,356 L.F.
s --0 12 EA.
-------.s 21 £A.
SD
* AS MOO/RED BY TH£ CITY OF CARLSBAD STAN£111RO DRAWINGS, IIOL/.IAI£ 3, CHAPTER 2.
NOTES:
1. ALL STAN.ll4RO DRAWINGS NLIAIB£RS REFER TO SAN O/£GO REGIONAL STAN.ll4R/J DRAWINGS
UNLESS NOTED OTHERWISE.
2. SEE OWG. -18-1-5£ FOR ONSITE PRIVATE SEWER, PRIVATE POTABLE WATER.
POST-CONSTRUCT/ON BMP TABLE
STORM WATER TREATMENTS THAT APPLY.·
□ STAN.ll4RO STORMWATER R£QLIIR£M£NTS
181 PRIORITY PROJECT R£QLIIREJ.IENTS
EXEMPT FROM HYDR01,1(!0/RCA170N
□ Y£S
181 NO
TYPE
TC-32
DESCRIPTION
BIO-RETENTION
BASIN
OWNERSHIP
PRIVATE
,U4/NTENANC£
AGREEMENT
BMP ,U4!NTENANC£
AGREEMENT
SHEET NO.
OWG. NO. -IB-l-5A
7
.u4/NTENANC£
FR£QLl£NCY
~ MONTHS MIN.
TOTAL LOT AREA = 15.2-17 AC. "AS BUILT"
TOTAL O/STURB£0 AREA = 15.2-17 AC.
{THIS AREA INCLLIOES BLIT IS NOT LIM/TEO TO
OFFS/TE WORK /NCLL/0/NG PUBLIC IMPROVEMENTS
ANO TEMPORARY O/STURBANC£ SL/CH AS VEHICLE
ANO £QLIIPMENT STAGING AREAS, CONSTR/JC170N
WORKER FOOT TRAFFlC, SOIL/GRAVEL PILES, LITlLITY
TRENCHES, BACKflLL CL/TS ANO SLOP£ KEYWAY.S")
TOTAL R£PLAC£0 IMP£R'AOLIS AREA = 0 AC.
TOTAL PROPOSED IMP£R'AOLIS AREA = 8. 92 AC.
h~~
P:E. 685~t EXP. lf·J0·21 DATE
REVIE'w'ED BY•
Zl r .!.Av
INSPECTOR
l------+--+-----------+--+------+---+----11 SHE,ET I CITY OF CARLSBAD ~4 ENGINEERING DEPARTMENT ~ ~='--==========-====: 1-----t---+----------------+---+-------<>-----+----1 PRECISE GRADING PLANS FOR: 811
BB&D?
OUARRY CREEK
PLANNING AREA R-2 CITY BENCHMARK: GR 2016-0018 lllLE SHEET MS 15-13
3990 Ruffi:7 Goad. Suite 1 20
San LJ-ego, Ca. 9212'.3
R5R-5A0-1141
858-560-B1 57 Fr1x
DESCRIPTION: CLSB-088 2• IRON PIPE W/OISK MARKED l-----t--+-----------------t---+-----11----+----l APPROVED: /' / // J I JASON S. Gi;:LDERT
L.S. 6215" £ ,): / 'A c./:,.l201+ ---------,---------'
LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD 1-----t---+-~--~-----------+---+-------<>-----+----1 OTY ENGINFFR' PE 63912 EXPIRES 9130118 DATE
IIILLAGE OR., 0.1 Ml. EAST OF PONTIAC OR. Z·3·20 A.I'. AS·BIJILT OWN BY: SB&:JO PROJECT NO. DRAWING NO.
RO 5 17271 DAlE INITIAL DAlE INITIAL DAlE INITIAL L!J,
RECORD FROM: . . . ENGINEER OF 'MlRI( REVISION DESCRIPTION f-0-TH_ER_APPR.,__O_V_AL-+-CI-TY_APPR_,__OV_AL_ 2~ :~\ --"'=--SOP 15-22 '84-SKK ELEVATION: 317.176 M.S.L. DATUM: N.G.V.O. 1929
AS-BUI
'
□ D
)>
~
2
C)
2
C
~
Ill m D
m p
TI n 0 □ u D D TI no )> DO De ~ ln n-+
DU,
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SI C ,c "" ~ iJ.m
~< Ill "2 m z D TI
OJ '' >
' D TI r □ n
'TI TI D 0 ~ 0 C n ~ u;
' . 2
:z C)
.m 2 ~
i~ C
'. ;ii ~
" Ill 'z m z D m "' ~
030617
"' )>
ll 0
" TI 0 0 L n ...a. CD
0 z -ti m ? N I 0 ,,., D TI
s: z z " m '" CJ " ,,
\
I
\
t
HAS BUIL TH
fL 1 LL/'
RCE G854-7/ EXP. ,-30-21
2·3·20
DATE
~-14-~2JJ
INSPECT□R DATE 811
......... ......... .........
NOT£;
'------l FOR IMPROVEMENTS WflHIN EXIST. EL SAL.TD
FALLS STREET {PUBUC) SEE CITY OF CARLSBAD
O#t,. NO. 48-1-5 ANO 48-1-54.
GRAPHIC SCALE ,-..-..-
;/(} 0 80 120
-i.D7 12
1WJJP 1VD._1fJ038
"'
-
-.......
"'
-
-I
L----'-_,__I
L--,1--I
I
INDEX MAP I NOT£; I
Gi§:§j '"""""" PU6UC -,,,. ""' ... ,_~
,,_of ESSi(¼
,__ "' "' ---;_
'-' "' "' "" "' ,,
. ~"'""""":::,., .
BB&D~
PLANNING ENGINEERING SURVEYING
3S90 Ruffin Road, Suite 120
San Diego, Ce. 92123
858-560-1 1 41
858-580-B 1 57 Fax
Cl1Y BENCHMARK:
DESCRIPTION: CLSB-088 2 • IRON PIPE W/DISK MARKED
7..S. 6215'
LOCATION: IN TOP DF CUT SLOPE so · NDRTH OF CARLSBAD
A ~~ VILU.GE DR., 0.1 All. EAST OF PONTIAC DR.
RECORD FROM: R.O.S. 17271 MW"-•~•711 ~~...£1.2 1,~17 ---'--=-=" -----ELEVATION: 317.176 AI.S.L. DATUM: N.G.V.D. 1929 AARON l(R.I(. ll4 TE
2·3·20 A.P.
DA1E INlllAL
ENGINEER OF WORK
--=--7 -\
\J [1' ____ L_f ___ ~
) I .., ~-~ ~ ------~ 1 ,.
I •
I
I I
I I
rL
PAJ?C£l 1
1 .P.Ad ;VD. 15~13
EASEMENT NOTES <J> PUBUC EMERGENCY ACCESS EASEMENT TD THE CITY OF CARLSBAD
GRANTED PER P.AI. 21373.
,,,;:-..._ PUBUC GENERAL lllll/TY ANO ACCESS EASEMENT TD THE CITY OF ~ CARLSBAD GRANTED PER P.AI. 21373.
~ A COVENANT OF PRIVATE EASEMENT FOR PRIVATE STORM [}RAIN FAClllTIES ~ O'IE:R PORnoNs OF PARCEL 1 FOR BENERT OF PARCEL .:. 0 PUBLIC WATER EASEMENT TD THE CARLSBAD MUNICIPAL #ATER DISTRICT
GRANTED PER P.AI. 21373.
~ FLOOD CONTROL ANO LEVEE ACCESS EASEMENT GRANTED TD THE CITY ~ OF CARLSBAD ANO COVENANT OF PRIVATE EASEMENT FOR ££VEE
AIAINTENANCE FOR BENERT OF THE QUARRY CREEK AIAST£R H.O.A.
GRANTED PER P.AI. 21373. 0 PEDESTRIAN TRAIL EASEMENT TD THE CITY OF CARlSBAl) GRANTED
PER P.AI. 21373.
~ COVENANT OF PRIVATE EASEMENT FOR CROSS LOT DRA/N)GE O~R A
'-<,./ PORnoN OF PARCEL 2 IN FA(IQR OF PARCEL 1 •
~ PUBUC SIDEWALK EASEMENT TO THE CITY OF CARLSBAD r;RANTEO
"'-e/ PER P.AI. 21373.
,/,;"-,... GENERAL lllll/TY EASEMENT {G.U.E.} ANO PUBUC ACCESS EASEMENT TD ~ THE CITY OF CARLSBAD GRANTED PER P.AI. 21373.
<f8> EXIST. SITE VISIBIUTY EASEMENT GRANTED PER MAP NO. r60JB.
<iJ> EXIST. SOG,kE EASEMENT RECORDED U4Y 11, 1949 IN 8/JOK 3200.
PAGE #9. <ft> EXIST. SOG,kE EASEMENT RECORDED JULY 18, 1960 AS
FllE/PAGE NO. 1#668 O.R.
~ EXIST. S.D.G.&:E. EASEMENT RECORDED AUGUST 21, 2015 AS ~ INSTRUMENT NO. 2015-0#-1103 O.R.
/.),..__ EXIST. S.D.G.&:E. EASEMENT RECORDED U4Y 5, 2016 AS 'i.Y INSTRUMENT NO. 2016-0213651 O.R. : \
/~,....M~Q"'°li-li-· --------~
~ i::--~ _ _..\A-FOR GRADING WflHIN PARCEL 1 SEE CITY
1--'c-'-I ~ l., OF CARLSBAD OWG. NO. #U-50,
I PROJ. ID: SOP 15-17/AIS 15-13
·S~hl "' i2-tf
I
£
AS-BUILT
RE"1SION DESCRIPTION
I
J
I
OA1E
NOT£;
--------1 FOR IMPROVEMENTS WITHIN LUISENO
WAY {PRIVATE) SEE CITY OF CARLSBAD
OWG. NO. 48-l-5F ANO 48-1-56.
NOT£;
SEE SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
SEE SHEET 9-17 FOR PRECISE GRADING PLANS.
SEE SHEETS 18-20 FOR PRIVATE SEWER AIAIN PLAN ANO ."ROFllES.
I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMEN" 4
PRECISE GRADING PLANS FOR:
QUARRY CREEK
PL.ANNING AREA R-2
GR 2016-0018 A INDEX MAP MS 15-13
APPROVED : / / I/ I ' J,soN 7 GElDERT
/ " I/ 2--7-/Zo1+
"'TY ENGIN~ PE 63912 EXPIRES 9/30/11 DATE
INITIAL OA1E INITIAL DWN BY: f,,t-o
CHKD BY: s.fl PROJECT NO. DRAWING NO.
DlltER APPROVAL CllY APPROVAL RVWD BY: SOP 15-22 484-SKI<
AS-BUILT 71922·30
I
I
I
~ I
I
I
I
I
I
I
I
!
§
@
z ~
~
,:: z
ii,
~
I !
~ ~
I ~ • I ~
i ~ i .
I ~ z ii, ~
0 I
2
Cl
2
C:
3::
CD m Xl
0 ~ 2
Cl
2
C:
3:: CD m Xl
0 Xl §
2
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2
C:
3::
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~~~6 il
-Ni ~,
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R/W VARIES' 50' 60' -R/W
f
60'
f
24' ORMWAY
12· 12·
--24• PUBLIC W/.TER £ASEJIENT ANO
PUBLIC £11£:RGFNCY ACCESS
£ASEJ.IENT PER P.JI. 21373
lt<IRIE.S' 20'-JO'
VARIES' J'-IJ'
, 5.5' 7.5• 6'
LOT 6 I 8/K£
LAN£
~ SIDEWALK {TP.C.C.
~l)O;\r, I i.\~/7~"" ;;f
£XIST. TYP£ "(; •
CURB ANO GUTTER (TYP.)
17'
JO'
17' tJ'
11. ,,. 6' 7.5' 5.5'
8/K£ ' I LAN£ LOT 2
I
$.. A .d---_____ 1,---_____ ""'""
TYPICAL SECTION -EXISTING HA YA(A8 DRIVE {PUBLIC}
LOT 6
NOT TO SCAL£
SU 5+07.66, P.C.R. TO 11+72.06
SHOWN FOR /NFORMAT10N ONLY, NOT A PART OF THE.5'£ PLANS
Sff CITY OF CARLSBAD OWG. NO. 484-5
R/W 60' R./.W
JO' f JO'
IJ' 17' VARIES' 17'-20' IAA'IE.S' 10'-IJ'
5.5' 7.5• 6' 11' VARIES' 6' VARIES' 5.5'
I BIKE 11•-14• 8/K£ ' I LANE LAN£
{TP.C.C.
I
SIDEWALK
-IJO;\r, I $.. A .d-----------=
LOT 1
TYPICAL SECTION -EXISTING HA YMAR DRIVE {PUBLIC}
NOT TO SCAL£
SU 11+72.06 TO 12+62.85
JO' JO'
IAA'/E.S' VARIES' VARIES' it<IRIE.S'
OP£N SPACE I 5.5' 6 6' VARIES' IAA'IE.S' 6' h 5.5' I >--==-+-tc1-t----=-~t---~--';==-c-~-t-~~==-c,-----t-~----+--+-=-1 BIKE 11'-14' 11 '-14' BIKE
10'-IJ' I 17'-20' 17'-20'
VARIES _I
10'-IJ'
IAA'/E.S'
OPEN SPACE
~ SE:CllON PER ~ , LAN£ STRUCTURAL J LAN£
-~ 2-{ OWGl:14-5 .2!:_ .J~ .~
FACE OF-..i
STRUCTURE
(TYP.)
)·· ,,•:-: ... ,-
, _..,--4 • A. C. PAV HG
OVER 5• CL BAS£
j j ~'~ = ~~~ \~~
5• WIN CONTIC/JOIJS EXIST. TYP£ "G" 5' WIO£ STAB/LIZ£0
P.C.C. SIDEWALK CURB ANO GI/TTER (TYP.) O.G. TRAIL WITH 6"
CONCRETE CURB
ffi TYPICAL SECTION -24' DRIVEWAY
10·
TYPICAL SECTION -EXISTING
El $ALTO FALLS STREET {PUBLIC)
NOT TO SCAL£
SU 6+62.50 TO 7+56.JO (NORTH OF BRIOG£)
SHOWN FOR /NFORAIATlON ONLY, NOT A PART OF THE.5'£ PLANS
S££ CITY OF CARLSBAD OWG. NO. 484-5
PROPOSE:O 54' PRIVATE STREIT, GENERAL /Jlll/TY
27'
ANO PUBLIC ACCESS £ASEJ.IENT
f
17' 17'
2.0X ----
27'
6'
10·
PUBLIC 4•
R£CLA/JIE:0 WATER 1 ,.
PUBLIC 8"
OOJIESTTC WATER
PUBLIC 8" SEWER
EOG/NG
FAC£ OF-.::l
STRUCTURE
4• A.C. PAVING ~-
01€R 5• CL BASE
12·
.. ; . .-:,•. -; .....
12· 17.5' PARKING
T. C. 'P£R PLAN
6" TYP£ "G-1"
CURB (TYP.)
5XU4X
10.5'
ffi TYPICAL SECTION -24' DRIVEWAY
IAA'/E.S'~
FAC£ OF
STRUCTURE
NOT TO SCAL£
T.I. = 4·5 24' PUBUC WATER £AStAl£NT ANO 0PUBLIC £Jl£RGENCY ACCESS
£ASEJIENT PER P.JI. 21373
24' ORMWAY T.W 'PER PLAN
12· 12· 17.5' PARKING J'
F.G. (PER PLAN}
T.C. 'PER PLAN.
OILTRANS
R/W
SHOWN FOR INFORAIAT10N ONLY, NOT A PART OF THE.S'E PLANS
S££ CITY OF CARLSBAD OWG. NO. 484-5 TYPICAL SECTION -EXISTING LIJISENQ WAY (PRIVATE}
(TYP.)
4• A.C. PAVING
i '5 ~ 6" TYPE "G-1" . CURB (TYP.) "> VARIES' 50'-65' R/W
IAA'/E.S' 20'-.JJ' f VARIES' JO'-J2'
lt<IRIE.S' 6' VARIES' IAA'/E.S' 6' 10'
IJ' JIIN.-11' BIK£ 11 '-16' 14'-16' f;(J%. 4.5' 5.5' I LOT 1
NOT TO SCAL£
STA. 10+85::I: TO 14+50::I:
(NO PARKING -BOTH S!OE.S')
Sff CITY OF CARLSBAD OWG. NO. 485-F
OVER 5• CL. BASE
::l:2,£_ .... (.>
,· .... :-: . : ..
±2X 5X U4X -0
\.:· ·-1.-·•·· .
FAC£ oF·-..i
STRUCTURE
(TYP.)
RETAINING WALL
PER C-6
~E OILTRANS) ! LAN£
~~ ~ 4' POOL FENCE (SEJ---..1
LANOSCAP£ PLANS)
TYPICAL SECTION -24 1 DRIVEWAY
;~~ -----_$.. --,,.,...,,,= A ==~-:Br r-r~~:~? :t',:--c=¾~=:.-:c-,== =~~-~, -~
£X/ST. TYPE "G"
CURB ANO GI/TTER (TYP.) £X/ST. 5' WIN NON-CONTIGIIOUS
P.C.C. SIDEWALK
TYPICAL SECTION -EXISTING HA YA(A8 DRIVE (PUBLIC)
NOT TO SCAL£
SU 12+62.85 TO 16+17.06 (CITY BOUNDARY)
SHOWN FOR INFORMAT10N ONLY, NOT A PART OF THE.5'£ PLANS
S££ CITY OF CARLSBAD OWG. NO. 484-5
R/W 60' R/W
JO' f JO'
10' 20· 20· 10·
POOL 0£CK
(BY OTHERS) ... , :
112.8 F.S.
RETAINING WALL
(PER SH££TS 21-24)
JO' GENERAL /Jlll/TY £ASE11£NT • I
NOT TO SCAL£
T.I. = 4.5
T.W. SIDEWALK £ASE11£NT (
PRIVATE 5 P.C.C. I I 10' I
* 7' 't'lil-llfl PAl!F" I
~6.0' .w4X
F.G. 2%
JIIN. -
(PRIVATE.~ I 6' ~i-t~r---i PRIVATE SAFETY TRAIL J_SPROPOS£0 FENCE , FENCE PER PER OWG. 484-5N
5• 10· 15 ·~-r--LAN.-'OS_DIP._'E:_A_'LAN_~----------+1-i ·1 I ~ IAA'/E.S' 42.8':t TO 50.2':t
WATER QUALITY/HYDROJIOOIRCATlON •
PROPOSE:[)
FlNISHE:0 GRAD£
. ..,
"' SUBCRAO£ PER -
SOILS E:NG!N££R o• CONCRETE
CURB
BASIN J-2-b I
D4Yl/GHT
4 • THICK STABIUZ£0 " --._
O.G. TRAIL PER D141<,.f,t4--~--._
EXIST. ',
GROUND
LOT 2 . 5.5' 4.5' 6' 14' I 14' 6' 4• 6' OP£N SPACE
PUBLIC 6"
R£CLAIJIE:O
WATER
~\
'J:·\e' ;;f
I BIKE BIK£ I
LAN£ LANE
. 2t: $.. A p
., . ------------------~ ....
\ ~ ~ -
5' WIO£ NON-CONTIGUOUS
P.C.C. SIDEWALK
~T ~'~--------------~~
~ -----------
£X/ST. TYP£ "G" 5' WIDE STABILIZE:O
O.G. TRAIL WITH 6"
CONCRETE CURB
£0G/NG
CURB ANO GUTTER (TYP.)
TYPICAL SECTION -EXISTING
EL $ALTO FALLS STREET (PUBLIC)
NOT TO SCAL£
STA. 1+00.00 TO 6+62.50 (NORTH OF BRIX£)
SHOWN FOR INFORAIATlON ONLY, NOT A PART OF THE.S'E PLANS
Sff CITY OF CARLSBAD OWG. NO. 484-5
24' PUBLIC WATER EASEJIENT ANO ~
PUBLIC EJIERG£NCY ACCESS r ---t-C-'-----------1
£ASEJIENT PER P.JI. 21373
28' ORMWAY
0£CORAT!VE PAl-e?S
Ol!FR BASE
::l:2%
6" TYP£ 't'-1•
CURB (TYP.)
±2X
·.
FACE OF
STRUCTURE
(TYP.)
PUBLIC 8" SEWER
A TYPICAL SECTION -EXIST. 30' PUBLIC
3 UTILITY EASEMENT
NOT TO SCAL£
SU 10+30::I: TO 18+81::I:
Sff CITY OF CARLSBAD OWG. NO. 484-5G
24' PUBLIC WATER £AS£Jl£NT ANO -----...___
PUBLIC EJIERGENCY ACCESS 1 \
£ASEJIENT PER P.JI. 21373 r------+c:----------1
lt<IRIE.S' 17.5' PARKING 12'
4• A.C. PAVING
OVER 5• CL BAS£
1.0% JIIN.
5.0% A/Ax.
12·
CB TYPICAL SECTION -
NOT TO SCAL£
T.I. = 4.5
17.5' PARKING VARIES'
6" TYP£ "G-1 " ~ CURB (TYP.)
~~ . ' S I.OX MIN.
<c:,1 (.> 5.0X MAX
' ..
;;:, DRIVEWAY¼
ffi TYPICAL SECTION
NOT TO SCAL£
T.I. -4.5
HAS BUIL TH
J/. •• 7 ti,/
RC: 68547 7r.x.P. 'f-J0-2I
Z-3-20
BB&D ~
PLANNING ENGINEERING SLn IVEYING
399:J Ruffin R oad. Suite 1 20
CITY BENCHMARK:
DESCRIPTION: CLSB-088 2 • IRON PIPE W/OISK UARKEO
'Ls: 6215" DATE
811 REl\tlEIJED BY,
') ~
INSPECTOR
:l-{i~)g).JJ
DATE
San Diego, Ce. 92123
B58-560-11 4 1
BBB-580-B 157 F BK LOCATION:
A $ ~ RECORD FROM: R.0.S. 17271 ...J~"~,l/i~i:c-~~~-~Z...:·~'1,,:-:,.ill,l.7 El£VATION: 3 17.176 M.S.L. DAlUM: N.G. v.o. 1929 AARON PARK, D4TE
IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
I/ILL.AGE OR., 0. 1 All. EAST OF PONTIAC OR. 2-J-ZO A.I'. AS·Bll/L T
DAlE INITIAL
ENGINEER 01' ~ REVISION DESCRIPTION
24' PUBLIC £JIERG£NCY ACCESS -----...___
£AS£JIENT PER P.JI. 21373 1 \ r-------t:------------1
17.5' PARKING
4• A.C. PAVING
Ol!FR 5• CL BAS£
1.0% JIIN.
5.0% A/Ax.
12· 12· 17.5' PARKING
!tl 6" TYP£ "G-1"
~ CURB (TYP.)
~~ 'S I.OX MIN.
<c:,1 (.> 5.0Jr U4X
¼ EB TYPICAL SECTION -
NOT TO SCA1.£
T.I. = 4.5
24' DRIVEWAY
-f---" + +
L=42.J7'
L/4=10.59' I
~ l IS 5. '5'
115--115
H
_3 SCALE: 1• = 20' (H), 1• = 4 ' {II,)
S££ SH££r14~ ' +-+-j-+
l j
L=45.59' +
L/4-11.40'
L= 1.J.,40,'
115-
u .........,-,-10
t-
I PROFILE -CURB RETURN
3 Sq4L£: 1• = 20' (H), 1• = 4 ' (v,)
~ Sff SHffT 14
I
I ~~ET ! CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 4
PRECISE GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA H-2
GR 2D16-0018 ,. TYPICAL SECTIONS MS 15-13
APPROVED: / / j/ 11 I ' JASON S. ¼ERT
• / ,...-•i., Z./ rt
~lY ENGINEER " PE 63912 EXPIRES 9 /30 /18 DA 1E
OWN BY: :Ji..o PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY: '84-5KA OlHER APPROVAL CITY APPROVAL RVWD BY: SOP 15-22
AS-BUILT 71922.30
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EXPANSION JOINT
FINISHED
SURFACE 5• 1 '2*
ll1 1/2* RADIUS (TYP.
~
WEAKENED PL.AN£C-----f---/ JOINT (TYP.) 1 .· .. ~ •·.
FINISHED
GRADE
o• CURB PER ED (TYP.)
J
..
NOTES
..
11·
.. . . .
1. CONCRETE SHALL BE 520-C-2500.
2. INSTAll EXPANSION JOINTS 120' O.C.
J. INSTALL WEAKENED Pl.AN£ JOINTS 20' O.C.
(J)
~B
DETAIL ~ o• CURB
NOT TO SCALE
1.5' 1.5'
N.D.S. 5• POLYOLEFIN GRATE WITH U.V. INHIBITORS
ATRIUM TYPE FOR PLANTER. ROUND GRATE FOR
TURF AND HARDSCAPE
6* N.D.S. SPEE-D CATCH
BASIN OUTLET AS REQUIRED
5• DIA. P. V. C. RISER
PIPE (LENGTH AS REQUIRED)
COMPACTED FILL
FINISH GRADE
~ lX MIN.
EB DETAIL ~ AREA DRAIN
NOT TO SCALE
NOT£
a• MIN. FINISH
GRADE TO l
COMPACTED FILL
P. V.C. RIGID DRAIN UN£
(4* U.N.O.)
SURFACE SLOPES OF ACCESSIBLE PARKING SPACB AND AISLES
SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED
1 UNIT VERTlCAL TO 48 UNITS HORIZONTAL IN ANY DIRECTlON.
PAINT 5• CURB BLUE
A.D.A. PARKING SYIIBOL -i--
PER M. U. T. C.D.
FIGURE JB-19
0
PARKING
R=1'
(TYP.)
EB
I 9 ' (TYP.) I \i
8' ~ LOADING SPACE _)
12• WHITE LETTERING
(TYP.)
4 • BLUE STRIPE (TyP.)
BORDER AND HAtcH
DETAIL ~ HANDICAP PARKING ANO STRIPING
NOT TO SCALE
811
-½ -
! 15'
~/ES ~ ISL.AND WIDTH !::1 ,\'.! ~
TO MATCH BUILDING ~ ~ UM/TS (SEE ARCH. PLANS) ~ I)
~~ Pl.ANTER
ARD! ~~
(FACE BUILD!.
OF
'NG
DETAIL ~ GARAGE PLANTERS
NOT TO SCALE
L=21.94 '-------.___ f
L/2= 10.97' 'I---'\,.,.__f-7._. _f'9_'+--~Lc,=~2"''5.="64==' ---i
L/J-8.55'
F PROFILE .-CURB RETURN
4 SCALE: 1· = 2~· (H). 1· = 4' M
J-------1,,___:_.L-----~r:FF"--SH,
120
T
1
G
14
7.07' L=29. 1
±0.BX
PROFILE .-CURB RETURN
SCALE: 1 • = 20' (H). 1 • -4• (11,1
SEE SHEET 17
t
120
115
SB&O~
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego, Ca. 92123
B58-5B0-1 1 41
B5B-SBO---a1 57 Fax
SIGNING ANO STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING All SIGNING AND srRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE
CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA :S-AIUTCD
200J REVISION 1, AS AMENDED FOR USE IN CAUFORNIA), CALTRANS S"iANDARD
SPEC/FlCAWNS (JULY 2006 OR LATEST VERSION THEREOF}, THESE PLANS AND
THE SPECIAL PROVISIONS
J. All SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC
WORKS DIRECTOR OR HIS REPRESENTATJVE, PRIOR TO INS7iltLLAWN.
4. ANY DEV/AWN FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED
BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY
CHANGE IN THE FIELD.
5. All SIGNING AND STRIPING SHALL BE RffiECTlVE PER CALTRANS SPEC/FlCAWNS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINllNG. SIGNING
SHALL USE ENCAPSULATED LENS RmECTTVE SHEETING (HIGH INTENSITY OR
EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, All STREET STRIPING
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCWN PRO.ECT WILL
BE RESTORED TO A 1/KE NEW" CONDl770N, IN A MANNER MEETING THE
APPROVAL OF THE CITY INSPECTOR.
7. EXACT LOCATlON OF STRIPING AND STOP LIMIT UNES SHALL BE APPROVED BY
THE PUBUC WORKS DIRECTOR OR HIS REPRESENTATTVE PRIOR TO INSTALLAWN.
8. CONTRACTOR SHALL REMOVE All CONFUCTING PAINTED LINES, MARKINGS AND
PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROAIPn.Y REMO'IFD BY
THE CONTRACTOR.
9. All PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTTIANS
METRIC STENCILS.
10. UMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL
HAVE 10' INSIDE DIMENSIONS UNLESS OTHERWISE SPECIFIED.
11. All CROSSWALKS, UMIT UNES, STOP BARS, PAVEMENT ARROWS AND P,i,VEMENT
LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CAUFORNIA MANUAL
ON UNIFORM TRAFFIC CONTl?OL DEVTCES (FHWA '.S' MUTCD 2003 REVIS/OH 1, AS
AMENDED FOR USE IN CALIFORNIA) AND REGIONAL STANDARD DRAWING U-19.
13. ALL MEDIAN NOSES AND FlAR£S SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE S7iltNDARD SIZE AS SHOWN IN THE CAUFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVTCES (FHWA '.S' MUTCD 200J REVISION 1, AS
AMENDED FOR USE IN CAUFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH 8RD111,4WAY
BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS AT7iltCHED TO A POLE, IT SHALL BE MOUNTED USING A
S7iltNDARD CITY OF CARLSBAD MOUNllNG BRACKET WITH STRAPS.
17. EXISTING SIGNS REAIOVED BY THE CONTRACTOR SHALL BE DELJVERED BY THE
CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 4lJS OAK
AVENUE
18. All SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND
INSTAllEO BY THE CONTRACTOR EXCEPT THOSE SIGNS SPEC/FICALL Y SI/OWN AS
EXISTING TO BE RELOCATED OR TO REMAIN.
19. (IF NECESSARY} WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE
INSTALLED IN A 2-FOOT WIDE MEO/AN NOSE, THE R4-7 SIGN SHALL Bo 18x24*
AND THE OM1-J OBJECT MARKER SHALL BE 12"x12:
STREET NOTES
1. ACTUAL STRUCTURAL SECWNS WILL BE DETERMINED AFTER "R* VALUE TESTS
1'4VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE S7iltTE OF
CAUFORNIA. PRINC/PAllY DOING BUSINESS IN THE FIELD OF APPUEO SOK..
MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R* 114L.UE TESTS AND
THE ENGINEERED STRUCTURAL SECWN MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROl14L. A MINIMUM OF TWO (2)
CITY WORKING DAl'S BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE /NS7iltLL£0 AS SHOWN ON THESE PLANS.
UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE
SHOWN ON THE "AS-BU/Lt PLANS. NO DIRECT BURIAL STREET LIGHT
FOUNDATIONS WILL BE AllOWED. ALL LUMINARIES SHALL BE ·cur OFF" TYP£
J. All UNDERGROUND UT/UT/ES AND LATERALS SHALL BE INS7iltLLEO PRIOR TO
CONSTRUCTlON OF CURBS, CROSS GUTTERS OR SURFi4CING THE STREETS.
4. WHERE AN EXISTING PIPE UN£ IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET ARDIS AND REPLACED Wl7I{
PROPERLY COMPACTED SOILS. IN OTHER ARDIS THE PIPE WILL BE PLUG(;ED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INS7iltLL£0 PER REQUIREMENTS OF Tin.£ 24,
CAUFORNIA ADMINISTRATTVE COD£
6. STREET TREES SHALL BE INS7iltLLEO PER SECWN IV D.J OF THE CITY OF
CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE UM/TS
OF WORK OF THIS PLAN PER S.D.R.S.D. DWG. M-19.
8. All SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REES7iltBL/SHED. PERPETl/ATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. fflV (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT,) OR 13,700 PUPIL LUMEN
(100 WATT,) HIGH EFFICIENCY INDUCTION UGHTS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDAVCE
WITH THE • CITY OF CARLSBAD ENGINEERING STANDARDS: AND THE
S7iltNDARD SPEC/FlCAWNS. MARCH 1993, AND THE S7iltNDARD SPEC/FlCAllONS
FOR PUBLIC WORKS CONSTRUCWN, LATEST EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT
SHALL BE OBWNED FROM THE DISTRICT. IT MUST BE SIGNED AND APPI/OVED
BY THE DISTRICT ENGINEER AND SUPERINTENDENT.
J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY. A CITY
RIGHT-OF-WAY PERMIT SHALL BE REQUIRED.
CITY BENCHMARK:
DESCRIPTION:
LOCATION:
CLSB-088 2• IRON PIPE W/OISK AIARKEO
'l.S. 6215 "
IN TOP OF CUT SLOPE so· NORTH OF c.ARLSBAO
VILLAGE OR., 0. I All. EAST OF PONTIAC OR. Z·J·ZO A.P. AS-BUILT
DAlE INl11AL
SPECIAL NOTES:
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF
WORK. THE CITY ENGINEER'.S' SIGNATURE ON THESE Pl.ANS DOES NOT CONSTITUTE APPROIAL OF THESE
NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEJ.IENT.
1. THE CONTRACTOR SHALL VERIFY THE LOCATlON OF All EXISTING UNDERGROUND UT/lli/ES BOTH
VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING OPERAWNS.
2. CONTRACTOR SHALL MAKE EXPLORATlON EXCAVAWNS AND LOCATE EXISTING FACIUTIES SUFF/CIENn.Y
AHDID OF CONSTRUCTlON TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSAR' BECAUSE OF
LOCAWN OF EXISTING UT/UT/ES.
J. LOCATION AND ELEVAWNS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONflRMEO BY
FIELD MDISUREMENT PRIOR TO CONSTRUCTlON OF NEW WORK.
4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY SUEt;RADE
ELEVAWNS AND SHALL CONSTRUCT SMOOTH TRANSmON BETWEEN FINISH GRADES SHJWN.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBIUTY FOR JOB SITE CONDITION
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALI PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONllNUOUSLY AND NOT BE LIM/TEO TO NORMAL
WORKING HOURS.· AND THAT THE CONTRACTOR SHALL DEFEND, INDEAINIFY AND HOLD rHE OWNER,
THE CITY, AND THE ENGINEER HARMLESS FROM ANY AND All LIABILITY. RDIL OR ALL£G£0 IN
CONNECWN WITH PERFORMANCE OF WORK ON THIS PROJECT; EXCEPTING FOR LIABIL7Y 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
S7iltTE OF CALIFORNIA SAFETY ORDERS.
7. QUANTITIES SHOWN ON THIS Pl.AN ARE FOR BONDING AND CONTRACTOR CONFIRMATIOII PURPOSES
ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BID AND NOTIFY ~E ENGINEER
OF ANY SIGNIFICANT DISCREPANCIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE FIElJ) CONDITIONS
AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF FIELD CO//Dl770NS DIFFER
FROM THE APPROVED PLANS. THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTEJIDENT
SUFF/CIENn.Y AHDID OF CONSTRUCWN TO AllOW REVISIONS TO THE PLANS, AND {TO OBWN)
PUBUC AGENCY APPROVAL. IF REQUIRED. PRIOR TO CONTRACTOR /NSWUNG STORM iJRAIN
STRUCTURES.
9. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR
REMOVED DURING DEMOUWN OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND
AND EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERMITTEE.
10. ALL EXISTING UT/LmES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATON OF RECORD.
THE CONTRACTOR IS REQUIRED TO 7iltKE PRECAUWNARY MDISURES TO PROTECT THE UTIUTY UNES
SHOWN HEREON AND ANY OTHER EXISTING UNES NOT OF RECORD OR NOT SHOWN a. THESE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEJ.IENTS FOR THE RELOCAWN OR
REMOVAL OF EXISTING UT/UT/ES AND AGREES TO BE Fl/LL Y RESPONSIBLE FOR ANY A/ID All DAMAGES
WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ,'[J_
UNDERGROUND UTILITIES.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING All S.W.P.P.P. (N.P.D.£S.) lXCUMENTS
ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND S7iltTE REQUIREMENTS.
STREET UGHTS SHALL BE LEO 40w JOOOk FIXTURE
USING THE GE £KIL.VE Ra4DWAY LIGHTING, MODEL
ERS1-0-2J-B1-7-JO-A-GRAY-L-40, OR APPROVED
EQUAL.
"AS BUIL -"
,. ~ tz [,_ ✓ z-3 -20
RCE G8547 ( EXP, 'I-J0-21 DATE
REVIEl#ED&
11,;_~ ;Jic-I ff ·l4 UJ
I NSPECTOR DATE
I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 4
PRECISE GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA R-2
GR 2016 D018 NOTES. DETAILS MS 15-13
APPROVED: // ,1 ' ,L JASON SJ. tkLDERT / 2. ~ olj-
r.tTY ENGINEER , PE 63912 EXPIRES 9 /30 /18 DA 1E
DAlE INl11AL DAlE INl11AL DWN BY: ~(i,l;Q_ PROJECT NO. DRAWING NO. .._{,( CHKD BY: SDP 15-22 484-5KI<. REVISION DESCRIPTION OlllER APPROVAL aTY APPROVAL RVWD BY: ENGINEER OF WORK
AS-BUILT 71922.JO
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CURB
NOTE;
FOR IMPROVDl£NTS WITHIN EXIST. EL SAi.JO
FALLS STREET {PUBLIC) SEE CITY OF CARLSBAD
OWG. NO. ,f.8,f.-5 ANO 484-5,A.
' / .....
•
HAS BUIL TH
~ 2·3 -ZO
RCE &8547 DATE
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~~{ISP SOR21), J' COVER MIN.
fffiijffiflffil • I~ :,, 17.5'
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•
SEE SHEET
BB&D~
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego, Ca. 92123
B5B-560-11 41
.•
.
.-
(/)
I
I
8
ROUGH GRADING WITHIN PARCEL 2
SEE OWG. NO. 484-5K ANO
484-5F
CITY BENCHMARK :
DESCRIPTION: CLSB-088 2 • IRON PIPE W/DISK MARKED
'2..S. 6215'
LOCATION:
REVIE'w'ED BY• GRAPHIC SCALE EfSB-580-B1 57 F ax IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
IITLIAGE DR.. 0. f All EAST OF PONTIAC DR.
" f? I -RECORD FROM : R.O.S. 17271 ?llb.t&
INSPECTOR
i-11-.lJU)
DATE 811 ,.._.. __
20 0 20 60 r/+~A~-~~1 =4f-'~~~-ZL·~b-:g17 ~ ~---ELEVATION· J I 7. f 76 M.S.L. AARON r-lRKtf DATE . DAlUM: N.G. V.D. 1929
~ ~ Ci)
~ Ci)
NOTES:
DRIVE (PUBLIC}
7 --
-
NOTE:
'------I RJR IMPROVDl£NTS WITHIN EXIST.
HAYMAR ORM {PUBUC) SEE CITY OF
C#?LSBAO OWG. NO. 484-5
PRIVATE CURB DATA TABLE
) /:::,,./BEARING RADIUS LENGTH OESCRIPTlON
1 86'42'15" 28.00' 42.37' 6" S71?AJGHT CURB
2 N7.Y07~T --18.24' 6" S71?AJGHT CURB
J 90"00'o0" 3.00' 4. 71 ' 6" S71?AJGHT CURB
4 N16'52'26"W --14.50' 6" S71?AJGHT CURB
5 N7.Y07~T --186.00' 6" S71?AJGHT CURB
6 N16'52'25"W --14.50' 6" SlRAIGHT CURB
7 90'00'o0" 3.00' 4. 71 ' 6" S71?AJGHT CURB
8 N7.Y07'.JIT --9.37' 6" S71?AJGHT CURB
9 65'28~-25.00' 28.57' 6" S71?AJGHT CURB
10 114·37•07• 3.00' 6.00' 6" CURB ANO GTR.
11 N7.Y07~T --14.50' 6" CURB ANO GTR.
12 N16'52'25"W --59.50~ 6" STRAIGHT CURB
13 N7.Y07'.J~ T --15.47' 6" S71?AJGHT CURB
14 go·oow· 2.00' 3.14' 6" CURB ANO GTR.
15 N16'52'2S"W --3.00' 6" CURB ANO GTR.
16 go·oow· 2.00' 3.14' 6 " CURB ANO GTR.
17 N7.Y07'.J4.T --15.47' 6" S71?AJGHT CURB
18 N16'52'25"W --85.00' 6" STRAIGHT CURB
19 N7.Y07'.J4.T --13.99' 6" SlRAIGHT CURB
20 120'11 '18" 3.00' 6.29' 6" CURB ANO GTR.
21 48'57'28" 28.00' 23.93' 6" CURB ANO GTR.
22 89',f.J',f.O. 3.00' 4.70' 6 " CURB ANO GTR.
23 N5'44 '52"W --14.50' 6" STRAIGHT CURB
24 N84'15'o8T --34.00' 6" STRAIGHT CURB
25 N5'#'52"W --9.29' 6" S71?AJGHT CURB
26 9o·oow· 1.00' 1.57' 6" S71?AJGHT CURB
27 N84'15'o8T --0.42' 6" S71?AJGHT CURB
28 1J0'59'J7" 1.50' J. ,f.J' 6" SlRAIGHT CURB
29 60' J,f. 'CK). 25.00' 26.,f.J' 6" S71?AJGHT CURB
JO N16'52'26"W --7.50' 6" S71?AJGHT CURB
31 9o·oow· 2.00' 3.14' 6" S71?AJGHT CURB
32 N7.Y07'.J4. T --4.67' o• CURB
JJ 9o•ooto· 3.00' 4.71' o• CURB
J4 N16'52'26"W --5.63' o• CURB
35 N16'52'26"W --6A2' o• CURB
36 90·ooto• 3.00' 4. 71' o• CURB
J7 N7.Y07'.J,f. T --5.13' o• CURB
J8 N7.Y07'.J,f. T --5.64' 6" SlRAIGHT CURB
39 78'52'.26" 1.00' 1.JB' 6" SlRAIGHT CURB
40 N5' 44 '52 "W --25.20' 6" S71?AJGHT CURB
41 N84'15'08T --102.00· 6" S71?AJGHT CURB
42 N5'#'52"W --15.50' 6" SlRAIGHT CURB
,f.J 90'00'o0" 2.00· 3.14' 6" STRAIGHT CURB
,f.,f. N84'15'o8T --3.00' 6" SlRAIGHT CURB
,f.5 90'00'o0" 2.00' 3.14' 6" SlRAIGHT CURB
46 N5' 44 '52 "W --15.50' 6" S71?AJGHT CURB
47 N84'15'08T --93.50' 6" S71?AJGHT CURB
48 N5'#'52"W --15.50' 6" SlRAIGHT CURB
49 90'00'o0" 2.00' 3.14' 6" STRAIGHT CURB
50 N84'15'08T --3.00' 6" SlRAIGHT CURB
51 90'00'o0" 2.00' 3.14' 6" S71?AJGHT CURB
52 N5'44'52"W --15.50' 6" S71?AJGHT CURB
5J 7'35'05" 770.50' 102.00· 6" SlRAIGHT CURB
54 N1.Y09'.24"W --15.50' 6" S71?AJGHT CURB
55 90'08'45" 2.00' 3.15' 6" S71?AJGHT CURB
56 110•09•u· 3.00' 5.77' 6" CURB ANO GTR.
57 N11'J6'06"W 13.84' 6" STRAIGHT CURB
58 NB'OO '21"W --13.98' 6" STRAIGHT CURB
59 .YJ5'.J9" 829.50' 52.0J' 6" S71?AJGHT CURB
SEE SHEET 2 FOR EASEMENTS.
SEE SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
SEE SHEET 9-17 FOR PRECISE GRADING PLANS.
SEE SHEETS 18-20 FOR PRIVATE SEWER MAIN PLAN ANO PROFTLES.
SEE· DWG. NO. '.S' 484-5K ANO -t84-5F FOR ROUGH GRADING WITHIN PARCEL 2.
7-3 -70 A.P. AS-/1UIL T
DAlE INITIAL DAlE INITIAL
ENGINEER OF l'«lRK REVISION DESCRIPTION OlHER APPROVAL
DAlE
0
60
61
62
6J
64
65
66
67
68
69
70
71
72
7J
74
75
76
77
78
79
80
81
82
8J
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
10,f.
105
106
10,
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
PRIVATE CURB DATA TAB..£
I:::,,. /BEARING RADIUS
98'0-f.'10· 3.00'
77'06'o5" 28.00'
10J'41 .,,.,,.. 2.00'
N7.Y07'5-f.T
N16'52'26"W
N7.Y07'5-f."E
90'00'o0" 2.00'
N16'52'26"W
90'00'o0" 2.00'
N7.Y07'5-f."E
N16'52'26"W
N7.Y07'.J4 "E
90'00'o0" 2.00'
N16'52'26"W
N16'52'26"W
53°46'28" 10.00'
N16'52'26"W
90'00'o0" 1.00'
N7.YO 7'.J,f. T
N7.YO 7'.J,f. "E
90'00'o0" 1.00'
N16'52'26"W
N74'06'.J2"E
90'00'o0" 1.00'
N15'5J'28"W
N7.Y07'.J,f. T --
90'00'00" 3.00'
N16'52'26"W
12'-f.J'.J1 • 25.00'
76' J,f. '.J5" 25.00'
N7.YO 7'.J4 T --
75'31'24" 5.00'
75'10"40" 15.00'
N7.YO 7'.J4 T
75'31'21" 15.00'
75'31'21" 5.00'
90'00'o0" 2.00'
N16'52'26"W
N7.Y07'.J,f.T
N16'52'26"W --
90'00'00" 3.00'
N7.YO 7'.J,f. T --
9.Y 17'# • 28.00'
N7.Y07'.J,f.T
71'14'32" 2.51'
108'45'28" 2.65'
N7.Y07'.J,f.T
118'13',f.J" 2.51 '
71'14'.J4" 2.51'
90'0-f.'o6" 10.00'
N84'15'08T
61'35',f.5" 25.00'
107'16'41" 1.00'
N7.YO 7'.J,f. T
N/6'52'26-W --
N7.YO 7'.J,f. T
109'39'08" 1.00'
70'21 ',f.2" 10.00'
N7.Y07'.J,f. T --
70'21'42" 10.00'
109'38'#" 1.00'
N7.Y07'.J4T --
N16'52'26"W
N7.Y07'.J,f. T
101"03'27" 3.00'
--
LENGTH
5.13'
37.68'
J.62'
14.76'
68.00'
15.50'
J. 14.
3.00'
3.14'
15.50'
65.50'
15.50'
3.14'
54.85'
3.39'
9.39'
10.46'
1.57'
3.08'
1.78'
1.57'
2.38'
J. 14,
1.57'
0.87'
15.10'
4. 71 '
1.79'
5.55'
.JJ.41.
4.81'
6.59'
19.68'
10.89'
19.77'
6.59'
J. 14,
15.50'
141.28'
14.50'
4. 71'
13.40'
,f.5.98'
10.91'
3.12'
5.03'
10.91'
5.18'
3.12'
15.72'
8.13'
26.88'
1.87'
15.42'
68.00'
16.24'
1.91'
12.28'
20.84'
12.28'
1.91'
16.48'
76.50'
14.37'
5.29'
OESCRIPllON
6" CURB ANO GTR.
6" CURB ANO GTR.
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAICHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAICHT CURB
6" STRAICHT CURB
6" STRAl!;HT CURB
o• CURB
6" STRA/r;HT CURB
6" STRAl!;HT CURB
6" STRAl(;HT CURB
6" STRAl!;HT CURB
6" STRAl!;HT CURB
6" STRAJ;HT CURB
6" STRAl!;HT CURB
6" STRAl(;HT CURB
6" STRAJ;HT CURB
6" STRAJ;HT CURB
6" STRAJ;HT CURB
6" STRAJ;;HT CURB
6" STRAJ;;HTCURB
6" CURB ANO GTR.
6 " CURB ANO GTR.
o• CURB
6" CURB ANO GTR.
6" STRAJ;;HTCURB
6" STRAJ;;HTCURB
6" STRAJ;;HT CURB
6" STRAJ;;HT CURB
6" STRAJ;;HT CURB
6" STRAJ;;HT CURB
6" STRAr.HT CURB
6" STRAr.HT CURB
6" STRAr;HT CURB
6" STRAr;HT CURB
6" STRA/;HT CURB
6" STRA/;HT CURB
6" STRAr;HT CURB
6" STRAr;HT CURB
6" STRAr;HT CURB
6" STRAr;HT CURB
6" STRAr;HT CURB
6" STRAOHT CURB
6" <;TRAOHT CURB
6" CURB ANO GTR.
6" CURB ANO GTR.
6" CURB ANO GTR.
6" CURB ANO GTR.
6" STRAOHT CURB
6" STRAOHT CURB
6" STRAOHT CURB
6" CURB ANO GTR.
6" CURB ANO GTR.
6" CURB ANO GTR.
6 " CURB ANO GTR.
6" CURB ANO GTR.
6" STRACHT CURB
6" STRACHT CURB
6" STRACHT CURB
6" CURE ANO GTR.
~I
I
KEY MAP
NOT TO SCALE
I SH~ET I CITY OF CARLSEAD ~ ENGINEERING DEPARTMENT 4
PRECISE GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA R-2
GR 2016-0018 A HORIZONTAL CONTROL MS 15-13
APPROVED: / / '}t;ttl J>SON S. GELOERT
Z-Li/z,Dff
OTY ENGINEER" PE 63912 EXPIRES 9/30/18 DAlE
OWN BY: ~ PROJECT NO. DRAWING NO. INITIAL CHKO BY:
CTY APPROVAL RVWIJ BY: SDP 15-22 484-5KI<
As-su,LT 71922.JO
I
~
El C ;~ :c ~ I ~"' 2 '. -~ CJ .~~ 2 •I~ C
~ 1~1 ID m :c
I ~
I
I
I
I
I
I
I
I ~ C
I ! :c le ~ D~ ~ 2 !~ CJ
2 i~ C
~ m-" ;;: ID ~,. m z :c m ~
I
I
I
I
I ! C ~;~ :c ~ .~ 2 i!~ CJ
2 I ~~ C ·~ ~ ii ffi. ,~1 ID m :c
I ~
I 030617 I
I
I
I
I
I
I !
~!~ I ~~ UI
i ~~ 0 -I ~~ -~ Ii Bi-,~~
I I
PR/VAT£ CURB DATA TABLE
0 6., YNG RADII.IS LENGTH DESCRIPTlON
1 0•13•,u• 788.00' 3.15' 6" STRAIGHT CURB
2 !KT08145· 2.00' 3.15' 6" STRAIGHT CURB
3 N1 .J" 40'38 "W --15.50' 6" STRAIGHT CURB
4 8"13'39" 770.50' 110.65' 6" STRAIGHT CURB
5 N21"5J'58"W --15.50' 6" STRAIGHT CURB
6 90-08'45" 2.00' 3.15' 6" STRAIGHT CURB
7 0-13•40• 788.00' 3.13' 6" STRAIGHT CURB
8 90"08'45" 2.00' 3.15' 6" STRAIGHT CURB
9 N22'25'o8"W --15.50' 6" STRAIGHT CURB
10 2°43'03" 770.50' 36.54' 6" STRAIGHT CURB
11 N64"51'50"£ --24.73' 6" STRAIGHT CURB
12 20"11'21" 129.50' 45.63' 6" STRAIGHT CURB
13 N85"0J'11 "E --18.26' 6" STRAIGHT CURB
14 N4"56'49"W --14.47' 6" STRAIGHT CURB
15 92°33'46" 3.00' 4.85' 6" STRAIGHT CURB
16 10-06'21" 38.00' 6.70' 6" STRAIGHT CURB
17 106'32'16" 3.00' 5.58' 6" STRAIGHT CURB
18 N34"09'12"W --13.78' 6" STRAIGHT CURB
19 N55"50'48"£ --119.00' 6" STRAIGHT CURB
20 N34'09'12"W --19.42' 6" STRAIGHT CURB
21 87"50'42" 3.00' 4.60' 6" STRAIGHT CURB
?2 N58"00'05"£ --25.82' 6" STRAIGHT CURB
?3 NJ1"59'55"W --120.00' 6" STRAIGHT CURB
"'4 N57"19'J7"£ 13.00' 6" STRAIGHT CURB
25 90"00'00" 2.00· 3.14' 6" STRAIGHT CURB
?6 NJ2" 40 '23-W --3.00' 6" STRAIGHT CURB
"'7 woo·oo· 2.00' 3.14' 6" STRAIGHT CURB
28 N57"19'J7"£ --15.41' 6" STRAIGHT CURB
29 NJ2" 40 '23-W --127.48' 6" STRAIGHT CURB
JO N57"19'J7"£ --15.50' 6" STRAIGHT CURB
31 90"00'00" 2.00' 3.14' 6" STRAIGHT CURB
32 NJ2"40 '23-W --3.00' 6" STRAIGHT CURB
.JJ N57"19'J7"E --2.88' 6" STRAIGHT CURB
34 90"00'00" 1.00' 1.57' 6" STRAIGHT CURB
J5 NJZ40'23"W --9.03' 6" STRAIGHT CURB
36 91'41 •43• 2.00' 3.20' 6" STRAIGHT CURB
37 N55" 37'54 "£ --15.45' 6" STRAIGHT CURB
J8 NJ4'22'06"W --102.00· 6" STRAIGHT CURB
39 N55"37'54"£ --16.25' 6" STRAIGHT CURB
40 112°37'15" 1.00' 1.97' 6" STRAIGHT CURB
41 106'19'50" 28.00' 51.96' 6" STRAIGHT CURB
42 141'02'14" 4.00' 9.85' 6" STRAIGHT CURB
43 N55" J8 'Js"E --14.JO' 6" STRAIGHT CURB
,u NJ4'21 '25"W --36.47' 6" STRAIGHT CURB
45 17"42'43" 174.50' 53.94' 6" STRAIGHT CURB
46 N7.J"21 '18"E --15.51' 6" STRAIGHT CURB
47 89'16'45" 2.00' 3.12' 6" STRAIGHT CURB
48 1'06'48" 157.00' 3.05' 6" STRAIGHT CURB
49 89'16'45" 2.00' 3.12' 6" STRAIGHT CURB
50 N75'54'J5"£ --15.51' 6" STRAIGHT CURB
51 74·39•47• 174.50' #.66' 6" STRAIGHT CURB
52 NO' 34 '23"£ --70.JJ' 6" STRAIGHT CURB
5J N89'25'J7"W --15.50' 6" STRAIGHT CURB
54 9tr00'00" 2.00' 3.14' 6" STRAIGHT CURB
55 woo·oo· 2.00' 3.14' 6" CURB AND GTR.
56 N89'25 'J7"W --15.50' 6" STRAIGHT CURB
57 No-34'23"£ --70.JJ' 6" STRAIGHT CURB
58 34•55•47• 115.50' 70.41' 6" STRAIGHT CURB
59 N34'21 '25"W --1.28' 6" STRAIGHT CURB
60 N55'J8'J5"£ --14.50' 6" STRAIGHT CURB
61 9tr00'00" 3.00' 4.71' 6" STRAIGHT CURB
62 N34'21 '25"W --20.28' 6" STRAIGHT CURB
6J 9tr24'52" 28.00' #.18' 6" STRAIGHT CURB
64 28"56'o5" 62.36' 31.49' 6" STRAIGHT CURB
65 91'05'00" 10.00' 15.89' 6" STRAIGHT CURB
66 N6'55'13"W --2.65' 6" STRAIGHT CURB
67 9U43'02" 3.00' 4.75' 6" STRAIGHT CURB
68 N82'21'45"£ --1.10' 6" STRAIGHT CURB
69 N82'21'45"£ 22.00' o• CURB
70 90"00'00" 2.00' 3.14' o• CURB
71 N7"J8'15"W --0.42' o• CURB
72 N7"J8'14"W --0.52' 6" STRAIGHT CURB
73 99•45•45• 1.00' 1.74' 6" STRAIGHT CURB
74 N72'36'00"£ --3.42' 6" STRAIGHT CURB
75 N17"24'00"W --23.98' 6" CURB AND GTR.
76 N72'36'00"£ --1.99' 6" STRAIGHT CURB
77 90-00'00" 2.00' 3.14' 6" STRAIGHT CURB
78 N17"24'00"W --0.41' 6" STRAIGHT CURB
79 N17"24'00"W --0.36' 6" STRAIGHT CURB
80 90-00'00" 2.00' 3.14' 6" STRAIGHT CURB
81 N72'36'00"£ --2.37' 6" STRAIGHT CURB
82 90-00'00" 2.00' 3.14' 6" STRAIGHT CURB
8J N17"24'00"W --13.00' 6" STRAIGHT CURB
84 N7ZJ6'00"£ --8.00' 6" STRAIGHT CURB
85 N17"24'00"W --12.00' 6" STRAIGHT CURB
86 90-00'00" 3.00' 4.71' 6" STRAIGHT CURB
87 N72'36'00T --8.35' 6" STRAIGHT CURB
88 56'34'43" 10.00' 9.87' 6" STRAIGHT CURB
89 175•04•43• 3.00' 6.0J' 6" CURB AND GTR.
90 N82'57'17"£ --11.32' 6" STRAIGHT CURB
91 N7"02 '43-W --40.00' 6" STRAIGHT CURB
92 N82'57'17"E --11.32' 6" STRAIGHT CURB
93 115'22'37" 3.00' 6.04' 6" CURB AND GTR.
94 81"00'21" 10.00' 14.74' 6" STRAIGHT CURB
95 2°08'17" 88.00' 3.28' 6" STRAIGHT CURB
HAS BUIL TH
j,.. 7 /Uv,/ Z-3-20
DATE
REVIEIJED BY-1-
l~
INSPECTOR DATE 811
•
SD -SD----SD
It')
V
PRIVATE RR£ SERVICE
BY OTHERS
------------
... ----'~-. -;-
"
0
PRIVATE RR£ S£RVIC£
BY OTHERS
1.5" PRIVATE WATER
S£RV!C£ {ISP SDR21 ),
3' COVER AIIN. W
0
PR/VAT£ CURB DATA TABLE
0 6. 'NG
96 71'28'46"
97 N7"02'43"W
98 N7"02 '43-W
99 108"07'08"
100 0'14'31"
101 82'28'30"
102 NT 7"26'03-W
103 NT 7"21 '57-W
104 9.J"J5'48"
105 1'41 '59"
106 88"06'11·
10 N17"21 '56"W
108 87"54'17"
109 2'08'21"
110 90'08'23"
111 N17"24'oo"W
112 93"09'26"
113 N72'36'o5"£
114 N17"24'oo"W
115 N72'36'oo"E
116 90·00·00·
11 N17"24'oo"W
118 90"00'00"
119 N72'36'00"£
120 90"00'00"
121 N17"24'oo"W
122 90-00'00"
123 N72'36'00"£
124 N17"24'oo"W
125 N72'36'oo"E
126 90-00'00"
12 N17"24'00"W
128 N17"24'00"W
129 9tr00'00 •
130 N72'36'00"£
131 N7.J"18'42"£
132 90-00'00"
TJJ NT 7"16'58-W
134 59'13'55"
RADIUS LENGTH
3.00' J.74'
2.00'
812.00'
3.00'
3.00'
891.39'
3.00'
3.00'
505.68'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
2.00'
10.00·
1.00'
6.00'
6.48'
0.24'
J.77'
3.43'
4.32'
1.37'
4.90'
26.,U'
4.61'
0.24'
4.60'
18.88'
3.15'
0.82'
3.25'
12.94'
40.00'
13.09'
3.14'
0.81'
3.14'
19.99'
3.14'
0.#'
3.14'
4.16'
24.41'
0.74'
3.14'
0.89'
4.42'
15.71'
0.67'
2.60'
1.57'
22.21'
6.20'
DESCRIPTlON
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6 STRAIGHT CURB
6 STRAIGHT CURB
6 STRAIGHT CURB
6 STRAIGHT CURB
6 STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6 STRAIGHT CURB
o• CURB
o• CURB
o• CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" STRAIGHT CURB
6" CURB AND GTR.
GRAPHIC SCALE
j ----20 0 20 60
-SD -SD ----so
PRIVATE RR£ SERVICE" --L
BY OTHERS
: l· ··• ',
~ ~
I
...
C:
t
@
I
NOT£;
ROUGH GRADING WITHIN PARCEL 2
SEE DWG. NO. 484-5K AND
484-5F
EASEMENT NOTES <> FOR £AS£Al£NT NOTES SE£ SHEET 2.
EXIST. £,4S£Al£NT NOTES
C) FOR EXIST. £AS£Al£NT NOTES SEE SHEET 2.
NOT£;
SEE SHEET 2 FOR £AS£Al£NTS.
SEE SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
SEE SHEET 9-17 FOR PRECISE GRADING PLANS.
1
ffliWomr u _
_I •
,
I
SEE SHEETS Tfl-20 FOR PRIVATE SEWER AIAIN PLAN AND PROFILES.
SEE DWG. NO. "S 484-5K AND 484-5F FOR ROUGH GRADING WITHIN PARCEL 2.
SEE CITY OF CARLSBAD DWG. NO. 484-50, PROJ. ID: SOP 15-17/AIS 15-13
FOR GRADING WITHIN PARCEL 1.
BB&D~
PLANNING ENGINEERING
3990 Ruffin Road, Suite 1 20
San Diego. Ca. 92123
B5B-660-1141
858-580-8157 Fax
SURVEYING
CITY BENCHMARK:
DESCRIPTION: CLSB-088 2• IRON PIPE W/OISK MARKED
'Ls: 6215"
LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE OR., 0. 1 Ml. EAST OF PONTIAC OR.
-1-~~'=,J~~~:_lz.::-j•~·llL RECORD FROM: _R.-=-·-=o.=-s.-::--:--17._'2_7_1 -----------
AARON PARK, DATE ELEVATION: .J17.176M.S.L. DAlUM: N.G.V.O. 1929
2-3-20 A.P
DAlE INITIAL
ENGINEER OF WORK
I
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AS-BUil T
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"' "'
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DAlE INITIAi.
REVISION DESCRIPTION OTHER APPROVAL
::: )
,
/
/
{
\
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7
DAlE INITIAi.
CITY APPROVAL
NOT£;
PAf?CFI 1 ----\
P.AI. ;VD. 15~ 13
FOR GRADING WITHIN PARCEL 1 SEE Cl'Y
OF CARLSBAD DWG. NO. 484-5D,
PROJ. ID: SOP 15-17/AIS 15-13
~ ( \
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~--= ::)
0
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I
KEY MAP
NOT TO SCALE
I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 4
PRECISE GRADING PLANS FOR:
QUARRY CREEK
PLANNING AREA R-2
GR 2016-0018 . H :1RIZONTAL CONTROL MS 15 13
APPROVED: IL /I ~~ JASON ~:/z'gffT
l'lTY ENGINEER J PE 63912 ~RES 9/30/18 AlE
OWN BY: ~ PROJECT NO. DRAWING NO.
CHKD BY: SOP 15-22 484-SK/c. RVWD BY:
C ll
§
• z C)
z
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ROUGH GRADING WITHIN PARCEL 2
S££ DWG. NO. "'84-SK AND
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DATE
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NOT£:
FOR IMPROVEMENTS WITHIN LU/SEJ/o
WAY (PRIVATE} SEE CITY OF CARLSBAD
Dwr.. NO. 484-SF AND 484-SG.
•
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PAI?CFL 1
P.M. ;VD. 15-13
NOT£:
FOR GRADING WITHIN PARCEL 1 SEE CITY
OF CARLSBAD DWG. NO. 484-SD,
PRO.I. ID: SDP 15-17/AIS 15-13
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PLANNING ENGINEERING SURVEYING DESCRIPTION:
8090
PRIVATE CURB DATA TABLE PRIVATE CURB DATA TABLE
0 /:,,./BEARING RADII/S LENGTH DESCRIPTlON ( ) I:::,. /BEARING RADIUS LENGTH DESCRIPTION
1 63°07'19• 28.00' JO.BS' 9• CURB AND GTR. 69 41 ·3e ',f.J" 37.00' 26.89' 6" STRAIGHT CURB
2 10T1J'JJ• 3.00' 5.61' 9• CURB AND GTR. 70 N5T19'.17"E --1.91' 6" STRAIGHT CURB
J N89"25'.J7"W --13.JB' 9• STRAIGHT CURB 71 99·59'58" 3.00' 4. 71 ' 6" STRAIGHT CURB
4 NO' 34 '23"£ --59.50' 9• STRAIGHT CURB 72 99·59'50" 1.00' 1.57' 6" STRAIGHT CURB
5 N89"25'.J7"W --15.50' 9• STRAIGHT CURB 7J N5T22'.f.7"£ --3.01' 6" STRAIGHT CURB
6 90•00'00· 2.00' 3.14' 9• CURB AND GTR. 74 NJ2 • .f.0'2J"W 39.JO' 6" CURB AND GTR.
7 NO".J.f.. '2J"£ --J.00' 9• CURB AND GTR. 75 90-00'00" 3.00' 4. 71' 6" CURB AND GTR.
8 90·00·00· 2.00' 3.14' 9• CURB AND GTR. 76 N5T19'.17"E --12.07' 9• STRAIGHT CURB
9 N89"28'58"W --15.50' 9• STRAIGHT CURB 77 NJ2•.f.0'2J"W --24.00' 6" STRAIGHT CURB
10 NO".J.f.. '2J"£ --76.50' 9• STRAIGHT CURB 78 N5T19'.J7"E --2.#' 6" STRAIGHT CURB
11 N89"25'.J7"W --15.50' 9• STRAIGHT CURB 79 NJ2'.f.0'2J"W 51.00' 6" STRAIGHT CURB
12 90•00·00· 2.00' 3.14' 9• CURB AND GTR. 80 N5T19'.17"E 16.16' 6" STRAIGHT CURB
13 NO' .J,f.. '2J"£ --8.00' 9• CURB AND GTR. 81 105"47'23" 1.00' 1.85' 6" CURB AND GTR.
14 NO'.J.f..'2J"£ --8.00' 9• STRAIGHT CURB 82 105"26'.JB" 10.00' 18.40' 6" CURB AND GTR.
15 90•00·00· 2.00' 3.14" 6" STRAIGHT CURB BJ NBB" JJ'41 "E --14.25' 9• STRAIGHT CURB
16 N89"25'.J7"W --15.50' 9• STRAIGHT CURB 84 90-00'00" J.00' 4. 71' 9• STRAIGHT CURB
17 NO'.J.f..'2J"£ --76.50' 9• STRAIGHT CURB 85 N1"26'19"W --12.00' 9• STRAIGHT CURB
18 N89"25'.J7"W --15.50' 9• STRAIGHT CURB 86 NlJ8" JJ'41 "E --24.00' 6" STRAIGHT CURB
19 90-00·00· 2.00' 3.14' 9• STRAIGHT CURB 87 N1"26'19"W --11.JJ' 6" STRAIGHT CURB
20 NO'.J.f..'2J"£ --3.00' 9• STRAIGHT CURB 88 1o.Y18'0J" 3.00' 5.41' 6" STRAIGHT CURB
21 90-00·00· 2.00' 3.14' 9• STRAIGHT CURB 89 SS-14 ',f.J" 28.00' 27.00' 9• CURB AND GTR.
22 N89"25'.J7"W --15.50' 9• STRAIGHT CURB 90 112'53'25" 1.00' 1.97' 6" CURB AND GTR.
23 NO•.J.f.. '2J"£ --93.50' 9• STRAIGHT CURB 91 N99·59 '52 "E --0.22' 6" STRAIGHT CURB
74 N89"25'.J7"W --26.14' 9• STRAIGHT CURB 92 woo·oo· 1.50' 2.36' 6" STRAIGHT CURB
25 109·32'10· 3.00' 5.74' 9• STRAIGHT CURB 93 NB9•59 '52 "£ --12.66' 6" STRAIGHT CURB
26 t·,f.,f. '57• 52.00' 1.59' 9• STRAIGHT CURB 94 No•oo'oa"W --59.50' 6" STRAIGHT CURB
27 80"27'3.J. 3.00' 4.21 ' 9• STRAIGHT CURB 95 N99·59 '52 "£ --14.50' 6" STRAIGHT CURB
28 N82.19'.J7"E --12.76' 9• STRAIGHT CURB 96 90-00'00" 3.00' 4. 71' 6" STRAIGHT CURB
29 NT.f.0'2J"W --6.f..00' 6" STRAIGHT CURB 97 NO•oo'OB"W --4.18' 6" STRAIGHT CURB
JO N82. 19 '.17"£ --12.00' 6" STRAIGHT CURB 98 56".f.0'06. 13.00' 12.86' 6" STRAIGHT CURB
JI 90-00'00" 3.00' 4. 71' 6" STRAIGHT CURB 99 90-39'.19" 5.00' 7.91 ' 6" STRAIGHT CURB
32 NT.f.0'2J"W --2.00' 6" STRAIGHT CURB
JJ N82"20 '09"£ --24.00' 6" CURB AND GTR.
J,f. NT.f.0'2J"W --5.89' 6" CURB AND GTR.
35 90•00·00· J.(lJ' 4. 71' 6" CURB AND GTR.
NB2·19 '.17"£ 14.50' 6" STRAIGHT CURB EASEMENT NOTES 36 --
J7 NT.f.O '2J"W --51.00' 6" STRAIGHT CURB <> FOR EASEl,/ENT NOTES SEE SHEET 2.
JB NB2•19 '.17"£ --14 • .f.5' 6" STRAIGHT CURB
39 woo·oo· J.00' 4. 71 ' 6" CURB AND GTR. EXIST. EASEMENT NOTES
40 NT.f.0'2J"W --1.46' 6" CURB AND GTR. 0 FOR EXIST. £AS£1,/ENT NOTES SEE SHEET 2.
41 90-00·00· 3.00' 4. 71' 6" STRAIGHT CURB
42 N82' 19 '.17"£ --J0.62' 6" STRAIGHT CURB
,f.J 90-00·00· 1.00' 1.57' 6" STRAIGHT CURB
,f.,f. NT.f.0'2J"W --1.12' 6" STRAIGHT CURB
,f.5 woo·oo· 2.00' 3.14' 6" STRAIGHT CURB
46 N5T19'.J7"£ --15.50' 6" STRAIGHT CURB
47 NJ2•.f.0'2J"W --127.50' 6" STRAIGHT CURB
48 N5T19'.J7"£ --15.54' 6" STRAIGHT CURB
49 woo·oo· 2.00' 3.14' 6" STRAIGHT CURB
50 NJ2'.f.0'2J"W --3.00' 6" STRAIGHT CURB
51 woo·oo· 2 .00' 3.14' 6" STRAIGHT CURB
52 N5T19'.J7"£ --15.50' 6" STRAIGHT CURB
5J NJ2•.f.0'2J"W --102.00' 6" STRAIGHT CURB
54 N5T19'.J7"£ --14.50' 6" STRAIGHT CURB
55 90-00'00" J.00' 4. 71' 6" STRAIGHT CURB
56 NJ2•40'2J"W --7.07' 6" STRAIGHT CURB
57 59"58'08" 28.'JO' 29.Jf' 6 " STRAIGHT CURB
58 BJ"47'50 • 15.()()' 21.94' 6" STRAIGHT CURB
59 NJ2•.f.0'2J"W --7.19 ' 6" CURB AND GTR.
60 58".f.5'56" 25.00' 25.64' 6" CURB AND GTR.
61 NlJ8" JJ ',f. 1 "£ --40 • .f.J" o• CURB
62 88" JJ'41 • 2.QO' 3.09' 6" CURB AND GTR.
6J No·oo'OO "£ --1.40' 6" STRAIGHT CURB
64 NO·oo'OO"E --8.67' o• CURB
65 90·00'00" J.QO' 4. 71 ' o• CURB
66 N9o·oo ·oo -w --1.58' o• CURB
67 N90·oo ·oo "W --11.99' 6" STRAIGHT CURB
68 74·19'{)5" 5.QO' 6.49' 6" STRAIGHT CURB
NOT£;
SEE SHEET 2 FOR EASEMENTS.
SEE SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
SEE SHEET 9-17 FOR PRECISE GRADING PLANS.
SEE SHEETS 18-20 FOR PRIVATE SEWER MAIN PLAN AND PROFlLES.
S££ DWG. NO. '.5 484-SK AND 484-SF FOR ROUGH GRADING WITHIN PARCEL 2.
SEE CITY OF CARLSBAD DW/;. NO. "'84-5D, PRO.I. ID: SDP 15-17/MS 15-13
FOR GRADING WITHIN PARCEL 1.
'Z -3·20 A.P. AS-BU ILT
DAlE INITIAL DAlE INITIAL
ENGINEER Of" WORK REVISION DESCRIPTION OlHER APPROVAL
DAlE INITIAL
CITY APPROVAL
I SH~ET I
KEY AIAP
NOT TO SCALE
~1
I
CITY OF CARLSBAD
ENGINEERING DEPARTt.lENT ~ 4
PRECISE GRADING PLANS FOR:
OUAHHY CH£EK
PLANNING AREA R-2
GR 2016-0018 . HORIZONTAL CONTROL MS 15-13
APPROVED: {j _J) n, I JASON S. GELDERT ,,,,., . Z.(i·lZDR
"'TY ENGIN...,. PE 63912 EXPIRES 9 /Jl /18 DAlE
DI™ BY: ~ PROJECT NO. DRAWING NO.
CHKD BY: "84-5Klf. RVWD BY: SOP 15-22
AS-BUILT 71922.JO
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SEE
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SERVICE BY
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SHEET 5
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PRIVATE ARE
SERVICE BY OTHERS F
0
PRIVATE ARE
SERVICE BY OTHERS -s 0
__....-=-1.5" PRIVATE WATER
SERVICE {ISP SDR21),
J' COl£.li' MIN.
~ ~ -r==-==---==-==~.,~~
t:-._:--,. -~. ·": • ...-:-:,.--,,..--:--;--:-:-, ~
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SERVICE BY OTHERS
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PRIVATE CURB DATA TABLE
} l::,. /BEARING RADIUS LENGTH DESCRIPTlON
1 N73"08'.2J"E --4.40' o• CURB
2 89"54 '48 • 3.00' 4.71' o• CURB
J N16'56'49"W --21.50' o• CURB
4 66°38'46" 1.00' 1.16' o• CURB
5 N82'19'37"E --2.14' o• CURB
6 90•00·00· 3.00' 4.71' o• CURB
7 NT40'.2J"W --11.99' o• CURB
8 NB2" 19 '37"£ --24.00' o• CURB
9 NT40'.2J"W --12.00' o• CURB
10 90'00'00" 3.00' 4.17' o• CURB
12 N82"19'37"E --2.99' o• CURB
13 NB2'19'37"E --6.46' 6" STRAIGHT CURB
14 90·00·00· 1.00' 1.57' 6" STRAIGHT CURB
15 NT40'.2J"W --1.12' 6" STRAIGHT CURB
16 78"12'35" 3.00' 4.10' 6" STRAIGHT CURB
17 NT40'.2J"W --14.50' 6" STRAIGHT CURB
18 N82'19'37"E --42.50' 6" STRAIGHT CURB
19 NT40'.2J"W --14.50' 6" STRAIGHT CURB
20 90·00·00· 3.00' 4.71' 6" CURB AND GTR.
21 N82'19'37"E --3.12' 6" CURB AND GTR.
22 90'00'00" 10.00' 15.71' 6" CURB AND GTR.
23 NT40 '.2J"W --7.50' 6" STRAIGHT CURB
74 90'00'58" 3.00' 4.71' 6" STRAIGHT CURB
25 90•00~· 3.00' 4.71' 6" STRAIGHT CURB
26 NT40'.2J"W --4.03' 6" STRAIGHT CURB
27 90'00'00" 1.00' 1.57' 6" STRAIGHT CURB
28 NB2' 19 '37"£ --0.79' 6" STRAIGHT CURB
29 N82"19'37"E --7.67' o• CURB
JO 90•oow· 3.00' 4.71' o• CURB
31 NT40'.2J"W --11.42' o• CURB
32 NT40'.2J"W 14.79' 6" STRAIGHT CURB
JJ 90'00'00" 3.00' 4.71' 6" STRAIGHT CURB
34 N82'19'37"E 0.17' 6" STRAIGHT CURB
35 NT40'.2J"W 21.04' 6" CURB AND GTR.
36 NB2'19'37"E 3.91' 6" STRAIGHT CURB
37 90'00'00" 3.00' 4.71' 6" STRAIGHT CURB
38 NT40'.2J"W 2.55' 6" STRAIGHT CURB
39 NT-I0'.23 w 1.55' 6" STRAIGHT CURB
40 90'00'00" 1.00' 1.57' 6" STRAIGHT CURB
41 NB2' 19 '37"£ 12.88' 6" STRAIGHT CURB
42 71'30'.21" 10.00' 12.48' 6" CURB AND GTR.
43 108°29'37" 1.00' 1.89' 6" CURB AND GTR.
# NB2"19'37"E 14.04' 6" STRAIGHT CURB
45 NT40'.2J"W 32.00' 6" STRAIGHT CURB
46 NB2'19'41 "E --14.00' 6" STRAIGHT CURB
47 110-00-02· 1.00' 1.92' 6" CURB AND GTR.
48 69'59'54" 10.00' 12.22' 6" CURB AND GTR.
49 NB2' 19 '37"£ --12.97' 6" STRAIGHT CURB
50 90'00'00" 1.00' 1.57' 6" STRAIGHT CURB
51 NT40'.2J"W --1.35' 6" STRAIGHT CURB
52 NT40'.2J"W --1.39' 6" STRAIGHT CURB
53 90'00'00" 1.00' 1.57' 6" STRAIGHT CURB
54 N82'19'37"E --30.50' 6" STRAIGHT CURB
55 90-00'00" 1.00' 1.57' 6" STRAIGHT CURB
56 NT40'.2J"W --1.45' 6" STRAIGHT CURB
57 NT40'.2J"W --1.50' 6" STRAIGHT CURB
58 90•0000· 1.00' 1.57' 6" STRAIGHT CURB
59 N82'19'37"E --7.54' 6" STRAIGHT CURB
60 80-46'49" 3.00' 4.23' 6" STRAIGHT CURB
61 N16'5J'J4"W --16.37' 6" STRAIGHT CURB
62 N73"06'.26"E --51.00' 6" STRAIGHT CURB
63 N16'5J'J4"W --13.84' 6" STRAIGHT CURB
64 103°24'17" 3.00' 5.47' 6" STRAIGHT CURB
65 52'33'36" 28.00' 19. 14' 6" CURB AND GTR.
66 15T05'02" 1.00' 2.74' 6" STRAIGHT CURB
67 39•09'o5" 28.00' 19.13' 6" CURB AND GTR.
68 32'33'5.J" 10.00' 5.68' 6" CURB AND GTR.
69 N16'56'05"W --23.07 6" STRAIGHT CURB
70 N73" 35'# "E --1.64' 6" STRAIGHT CURB
71 N74'06'32"E --0.50' 6" STRAIGHT CURB
72 90•00'00· 1.00' 1.57' 6" STRAIGHT CURB
73 N15'5J'.28"W --13.50' 6" STRAIGHT CURB
74 N74'06'32"E --51.00' 6" STRAIGHT CURB
NOTE:
SEE SHEET 2 FOR EASEMENTS.
SEE SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
SEE SHEET 9-17 FOR PRECISE GRADING PLANS.
SEE SHEETS 18-20 FOR PRIVATE SEWER MAIN PLAN AND PROALES.
PRIVATE CURB DATA TABLE
0 l::,./BEARING RADIUS LENGTlf DESCRIPTlON
75 N15'5J'.28"W 14.69' 6" STRAIGHT CURB
76 90'00'00" 3.00' 4.71 ' 6" STRAIGHT CURB
77 N74'06'32"E --7.07' 6" STRAIGHT CURB
78 90'03'42" 2 .00' 3.14' 6" STRAIGHT CURB
79 NTJ6'41"W --0.50' 6" STRAIGHT CURB
80 NT40'.2J"W --2 .54' 6" STRAIGHT CURB
81 90'00'00" 3.00' 4.71' 6" STRAIGHT CURB
82 NB2'19'37"E --3.45' 6" STRAIGHT CURB
BJ NT40'.2J"W --21.01' 6" STRAIGHT CURB
84 N82'23'19"E --0.38' 6" STRAIGHT CURB
85 82'22'54" 3.00' 4.31' 6" STRAIGHT CURB
86 N15'40'o8"W --7.41' 6" STRAIGHT CURB
87 N73"07'J4"E --15.07' 6" STRAIGHT CURB
88 90'00'00" 3.00' 4.71' 6" STRAIGHT CURB
89 N16'56'.26"W --4.87' o• CURB
90 90-00'00" 3.00' 4.71' 6" STRAIGHT CURB
91 N73"07'34 "E --15.07' 6-STRAIGHT CURB
92 NT40'.2J"W --16.78' 6" STRAIGHT CURB
93 90·00·00· 1.00' 1.57' 6" STRAIGHT CURB
94 N82' 19 '37"£ --13.67' 6" STRAIGHT CURB
95 90•00·00· 1.00' 1.57' 6" STRAIGHT CURB
96 NT40'.2J"W --16.78' 6" STRAIGHT CURB
97 NT42'05"W --14.85' 6" STRAIGHT CURB
98 5T17'35" 9.00' 9.00' 6" STRAIGHT CURB
99 N49'J5'JO"E --2.98' 6" STRAIGHT CURB
100 9'14'02" 13.00' 2.10' 6" STRAIGHT CURB
101 N48"40'31 "W --5.65' 6" STRAIGHT CURB
102 54'46'35" 8.00' 7.65' 6' STRAIGHT CURB
10,' N13"27'o6"W --7.94' 6" STRAIGHT CURB
104 9'32'.27" 42.60' 7.09' 6" STRAIGHT CURB
105 N84"45 '14"E --6.00' 6" STRAIGHT CURB
EASEMENT NOTES <> FOR EASEMENT NOTES SEE SHEET 2.
EXIST. EASEMENT NOTES
0 FOR EXIST. EASEMENT NOTES SEE SHEET 2.
'
8168
~I
I
SEE DWG. NO. :S 484-SK AND 484-5F FOR ROUGH GRADING WITlflN PARCEL 2 .
HAS BUIL TH A 7 {(,,✓
RCE 1G8541 /EXP. '1·30·1.1
2-3-20
REVIE'w'ED BY•
l4drfo
INSPECTOR
DATE
J.·tA·.lA;LQ
DATE
GHAPHIC SCALE
811 ,.. ____
20 0 20 60
BB&D~
PLANNING ENGINEEfi1NG SURVEYING
3990 R uffin R oad, Suite 1 20
San Diego. Ca. 92123
B5B-5S0-1141
B5B-5BO-B1 57 Fax
CITY BENCHMARK:
DESCRIPTION:
LOCATION:
CLSB-088 2• IRON PIPE W/DISK MARKED
"L.S. 6215"
IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE DR., 0. I Ml. EAST OF PONTIAC DR. 'Z-3·20 A.P. AS-BUILT
DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION
KEY MAP
NOT TO SCALE
I SH~ET I CITY OF CARIBBAD ~ ENGINEERING DEPARThENT 4
PRECISE GRADING PLANS FOR:
OUARRY CREEK
PLANNING AREA R-2
GR 2016 0018 • H""IZONTAL CQNTR,)L MS 15 13
APPROVED: .{b_ ,J,UY JASON 7 flLDERT ) z._:,. 201-?-
Q!_TY ENGIN~ PE 63912 EXPIRES 9/30/18 DAlE
OWN BY: !Jl;o PROJECT NO. DRAVIING NO. DATE INITIAL DATE INITIAL CHKD BY: SOP 15-12 ,a4-5K/t. OTHER APPROVAL CllY APPROVAL RVWO BY:
\
AS-BU I LT 71922·30
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115.J C
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114.il:JI C
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GRAPHIC SCALE
~r-~-.l.•~ • .l.-~iiiiiiiiiiiiiiiiiiiiiiii I
_1_0 ____ 0 ___ ...;.1.;_0 ___ ;;;_20;...__~JO
NAS BUIL TN
t? 6-L -
RCE 6854-7 /EXP. q:Jo-zt
REVIEIJED BY•
~
INSPECTOR
Z·3·20
DATE
RETAINING WALL
P£R DWG. 484-5K
.
.,
811 KEY AIAP
NOT TD SCALE
---so-_ ------------
..,. --------sg._ -----
EXIST. EASEMENT NOTES 0 FOR EXIST. EASEMENT NOTES SE£ SHEET 2.
EASEMENT NOTES
◊ FOR EASEMENT NOTES SE£ SHEET 2.
NOTES:
SE£ SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
SE£ SHEET 9-17 FOR PRECISE GRADING PLANS.
SEE SHEETS 18-20 FOR PRIVATE SEWER AI.AIN PLAN ANO PRORLES.
SEE OWG. NO. 484-5K FOR ROUGH GRADING PLANS.
BB&D ~ CITY BENCHMARK :
PLAN NING ENGINEERING
39!30 Ruffin Road, Suite 1 20
San D ieg o, Ca. 8 2123
858-560-11 4 1
B58-580-B 1 57 Fex
SURVEYING DESCRIPTION:
LOCATION:
CLSB-088 2• IRON PIPE W/OISK MARKED
'2..S. 6215'
IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE OR., 0. I Ml. EAST OF PONTIAC DR. Z·J-20 A.P.
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SEE SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
SEE SHEET 9-17 FOR PRECISE GRAl)ING PLANS.
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SEE OWG. NO. 'S 484-5K ANO ~4-5F FOR ROUGH GRAl)ING PLANS. ~ 0 CITY OF CARISBAD
ENGINEERING DEPARTNENT
PRECISE GRADING PLANS FOR:
HAS BUIL TH BB&D~ CITY BENCHMARK :
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PLANNING ENL:ilNEERING SURVEYING
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DESCRIPTION:
7-.s. 6215'
IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
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LOCATION: Z·J·20 A.P. AS-BUILT
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APPROVED: // p • • JASON 7 7.ELDERT -A~~ ✓-~ -L 1 '2.01.:J,
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RECORD FROM: R.O.S. 17271 ENGINEER Of WORK REVISION DESCRIPTION
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SEE SHEETS 5-8 FOR HORIZONTAL CONTROL Pl.ANS.
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SEE OWG. NO. ~ 484-5K ANO 484-5F FOR ROUGH GRADING WITH/II PARCEL 2.
SEE CITY OF CARLSBAD OWG. NO. 484-50, PROJ. /0: SOP 15-17/US 15-13
FOR GRADING WITHIN PARCEL 1.
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CITY OF CARIBBA.D ~ ENGINEERING DEPARTMENT 4
PRECISE GRADING PLANS FOR:
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PLANNING ENl INEEHING clURVEYING
3990 Ruffin Road, Suite 1 20
San □,ego, Ca. 921 23
858-580-1 1 41
135B-560-B1 57 Fex
CITY BENCHMARK :
DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED
''L..S: 6215"
LOCATION: IN TOP OF CUT SLOPE so · NORTH OF CARLSBAD
' ,J f , VILLAGE OR., 0. 1 Ml EAST OF PONTIAC OR.
p. -~W 2.,. /7 RECORD FROM: _R_.o_._S._1_7._'27_1 _________ _
~~~d~~':L.-~~~n[,,•== ELEVATION: 3 17. 176 M.S.L DAl\JM: N.G.V.O. 1929 AARON PAR. ffl .,...,,
1------+--t-----------------+---+----+--+--~ GR 2016-001B A .PRECIS GRADING MS 15 13
APPROVED, 11 'I , :. . JASON JJ;zr&T
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1=-.~-c+-c-~+-c-~ccc..-.~~-----------+--+-----+--+----l "'TY ENG1NFW PE 63912 EXPIRES 9/30/18 'A Z-3 ·20 A.P. AS-BUILT
DAlE INlllAL DAlE INITIAL DAlE IHlllAL D'M>I BY: ~ I PROJECT NO. I DRAWING NO.
ENGINEER OF v«lRK REVISION DESCRIPTION DlHER fv'PROV,J. CITY APPROVAL 2~ ~~~ ~ SOP 15-22 . '84-5K/I.
AS-BU,LT 71922.JO
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PLANNING ENl !NEERING JLJHVEYING
3990 Ruffin Road. Suite 120
San Diego, Ca. 92123
858-560-11 41
B5B-5B0-8157 Fex
112.q .w.
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112.55 I ~ 112.55 L F.S. I
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112.4 F.S.
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112.0 F.G.
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EASEMENT NOTES <> FOR EASEAIENT NOTES SEE SHEET 2.
EXIST. EASEMENT NOTES
0 FOR EXIST. EASEAIENT NOTES SEE SHEET 2.
Cl1Y BENCHMARK:
DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED
'Ls: 6215"
-
LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
NOTE:
SEE SHEETS 5 8 FOR HORIZONTAL CONTROL PIANS.
SEE SHEET 9-17 FOR Pl/EC/SE GRADING PLANS.
SEE SHEETS 18-20 FOR PRIVATE SEWER l,,IAIN PIAN AND PRORLES.
SEE DWG. NO. '.S' 484-5K AND 484-5F FOR ROUGH GRADING PIANS.
7·3·20 A.P. AS-BUILT
12.1
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811
~ CITY OF CARLSBAD ~ 5 ENGINEERING DEPARTMENT 4
PRECISE GRADING PLANS FOR:
QU,4RRY CR££K
Pi.ANNING AREA R-2
GR 2016-0018 PRECISE GRADING MS 15-13
APPROVED: / / U • • JA,ON f;i)-LD~T ' ) •' J / DI
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DWN BY: ~IJ.,kQ REVIE',IED BY• VILLAGE DR., 0. I All. EAST OF PONTIAC DR.
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INSPECTOR
;i.-ti-.).p l 0
DATE
KEY MAP
NOT TO SCALE AARON PARK.
RECORD FROM: R.O.S. 17271 ~~~:.....:Zl:!•i,~•~lg,=-ELEVATION: 317.176 AI.S.L. DATIJM: N.G.V.D. 1929 DATE
ENGINEER Of WORK REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL Rvw□ BY:
AS-BUJLT 71922.30
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EXIST. EASEMENT NOTES
0 FOR EXIST. EASEMENT NOTES SEE SHEET 2.
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NOTE:
SEE SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
SEE SHEET 9-17 FOR PRECISE GRADING Pl.ANS.
1/J.;, F.s.
----
SEE SHEETS 18-20 FOR PRIVAT'E SEWER AIAIN PLAN AND PROF7L£S.
SEE DWG. NO. '.S' 484-SK AND 484-5F FOR ROUGH GRADING Pl.ANS.
BB&D ~ CITY BENCHMARK:
PLANNING ENG1NEERING SUI !VEYING
3SSO Ruffin A oed, Suite 1 20
S en Diego, Ce. 92123
DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED
1.S. 6215"
I
BSB-560-11 41
858 -580-8 1 57 F e)( LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE DR., 0. 1 Ml. £AST OF PONTIAC DR.
RECORD FROM: R. o.s. 17271
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PRECISE GRADING PLANS FOR:
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APPROVED: // ~ . J>SON ~ 7iLDERT
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PLANNING E.NGINEEFn .3 Sl..JAVEYING
3990 Ruffin Road, Suit:.e 1 20
Sen Diego, Ca. 92123
B5B-5B0-1 1 41
858-580-81 57 Fex
FOR ROUGH GRADING PLAN
SEE OWG. "84-5K ANO "84-5F
Cl1Y BENCHMARK:
DESCRIPTION:
LOCATION:
CLSB-088 2• IRON PIPE W/DISK MARKED
7..S. 6215"
IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE DR., 0. I All. EAST OF PONTIAC DR.
II
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FOR GRADING WITHIN PARCE:L 1 SEE CITY
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PRO.I. 10: SOP 15-17/AIS 15-13
NOTE;
FOR IAIPROVEAl£NTS l'f/THIN LUISOO
WAY (PR/VAT£} SEE CfTY OF CARLSBAD
OWG. NO. "84-5F ANJ -184-SG.
\
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116.70 F.S.
116.70 F.S.
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115.2 I[
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SEE SHEET 2 FOR EASEMENTS. "'VS'{'
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SEE SHEETS 18-20 FOR PR/VAT£ SEWER AtlAIN PLAN ANO PRORLES.
SEE OWG. NO. '.S' 484-5K ANO 484-5F FOR ROUGH GRADING WITHIN PARCEL 2. \\ SEE CITY OF CARLSBAD OWG. NO. 484-50, PRO.I. 10: SOP 15-17/AIS 15-13
FOR GRADING WITHIN PARCEL 1. \ \
urJ CITY OF CARLSBAD ~ 7 ENGINEERING DEPARTMENl 4
PRECISE GRADING PLANS FOR:
OUARRY CREEK
PL.ANNING AREA R-2
GR 2016-0018 A PRECISE GRADING MS 15-13
APPROVED: / / { IL II '..; JASON S. GELDERT
2-t:1.t2oR-
rtTY ENGIN=>"' PE 63912 EXPIRES 9flQ/11
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DATE INITIAL DATE INITIAL DWN BY: ~ PROJECT NO.
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PLAN AND PRORLE SEE SHEET 20.
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F.F.=114.5
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1 N17"24'00"HI --8J. 60' 8" P. V.C., DR 35
2 N74"17'31 "E --37.24' 8° P. V.C., DR-35
3 N1S42'29"W --112.41' 8 • P. V. C., OR-35
4 NT JB'JIJ"W --65.85' 8" P. V.C., DR 35
5 Mr00'20 "E --70. J'f' 8--. P. V. C., OR 35
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BB&D~ Cl1Y BENCHMARK :
PLANNING E1' INI INt !?URVEYING
3990 Ruffin Road, Suite 120
San Diego, Ca. 92123
B5El-!5BD-1141
DESCRIPTION: CLSB-Ol/8 2" IRON PIPE W/OISK MARKED
'Ls: 6215"
GRAPHIC SCAJ.E B5B--560-B1 57 Fax LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
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B5B-56C).-1141
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PH/VAT£ S£W£H DATA TABLE
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2 N72"36'00"E
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Cln' BENCHMARK:
DE5mlPllON:
LOCATION:
CLSB-088 2• IRON PIPE W/DISK MARKED
i..S. 6215"
IN TOP OF CUT SLOPE 50' NORT/f OF CARLSBAD
VILLAGE DR., 0.1 UI. EAST OF PONTIAC DR.
RECORD FROM: R.O.S. 17271
317.176 AI.S.L. DAl\JM: N.G. V.D. 1929
2-3-20 A.P.
DAlE INlllAL
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SEE SHEETS 5-8 FOR HORIZONTAL CONTROL PLANS.
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SEE SHEETS 18-20 FOR PRIVATE SEWER MAIN PLAN ANO PRORLES.
AS-BUILT
DAlE INITIAL DAlE INlllAL
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GR 2016-0018 -SEWER PLANS MS 15-13
APPROVED: {L ,, · JA~ON ;1 W,~T -Al "'I 2?
r.lTY ENGi~ PE 63912 EXPIRES 9 /30 /18 A TE
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FALLS STREU (PI.IBUC) Sff CITY OF CARLSBAD
OWG. NO. -#8-#-5 ANO -#8-#-5A.
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SEWER LINE "D" {PRIVATE)
3990 Ruffin Floed. Suite 120
Ssn D iego, Ca. 92123
85&560-1141
BSB-580-81 57 Fl"lx
Cl1Y BENCHMARK:
DESCRIPTION: CLSB-088 2• IRON PIPE W/DISK MARKED
'l.S. 6215'
LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF CARLSBAD
VILLAGE DR., 0. 1 Ml. EAST OF PONTIAC DR.
RECORD FROM: R.O.S. 17271
ELEVATION: 3 17.176 M.S.L. DATUM: N.G.V.D. 1929
0
F.F.=114. 1 s
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2-3·20 A.P. AS-8U/LT
DATE INITIAi.
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SEF SHEETS 5-8 FOR HORIZONTAL CONTROL PLAN.,~
SEF SHffT 9-17 FOR PRECISE GRAD/NC PLANS.
Sff SHEETS 18-20 FOR PRIVATE: SEWER MAIN PUN ANO PROFILES.
PRIVATE SEWER DATA TABLE
0 6./BEARING RADIUS LENGTH DESCRIPTION
1 N7.J"07"3-I T 189.15' 8" P.f.C., OR-35
2 N56"0.J'52'W 85.20' 8" P.V.C., OR-35
J N81"22'5-#T 1-#6.15" 8" P.V.C.. OR J5
-# NB2' 19 '-#2 T 8-#.21' 8" P.V.C.. OR J5
FOR PRIVATE: SEWER UN£ ~•
PLAN ANO PROFILE Sff SHEET 18.
1-#+6-#.58, J0.-#5' LT. S
6 SEWER LATERAL @
F.F. = 116.5 -
15+2a6J, S.AI.H. NO. 8 ---.-:.-,
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0
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F.F.=115.1 F.F.= 1165
~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMEffT 4
PRECISE GRADING PLANS FOR:
OUARRY CREf"K
PLANNING AREA li-2
GR 2016-0018 A SEWER PLANS MS 15 13
APPROVED: (j jl) ' I , , JASON ~~u;ERT • .vV(,{. 2 ~ -=t-
aTY ENGINEER' PE 63912 EXPIRES 9 /30 /18 DA
DWN BY: s~
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AS-BUILT 71922·30
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0-30617
ABBREVIATIONS
THE FOLLOWING ARE COMMONLY USED ABBREVIATIONS. IN SOME CASES, THERE MAY
BE MORE THAN ONE MEANING FOR AN ABBREVIATION. IN THESE CASES, IF THE
MEANING OF THE ABBREVIATION IS NOT CLEAR BY CONTEXT, CONTACT THE ENGINEER
FOR AN INTERPRETATION.
ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION
AB ANCHOR BOLT INT INTERIOR
ADD'TL ADDITIONAL !NV INVERTED
ADJ ADJACENT JST JOIST
ABV ABOVE K KIP (1000 POUNDS)
ALT ALTERNATE KP KING POST
ARCH ARCHITECTURAL KS KING STUD
B BOTTOM LL LIVE LOAD
BLDG BUILDING LVL LAMINATED VENEER LUMBER
BLKG BLOCKING MANUF MANUFACTURER, MANUFACTURED
BLW BELOW MAX MAXIMUM
BM BEAM MB MACHINE BOLT
BN BOUNDARY NAILING MIN MINIMUM
BOT BOTTOM ML MICROLLAM
BRG BEARING MULT MULTIPLE
C CAMBER N NEW
CANT CANTILEVER NG NATURAL OR COMPACTED GRADE
CBC CALIFORNIA BUILDING CODE NTS NOT TO SCALE
CJ CEILING JOIST 0/ OVER
CL CENTERLINE O.C. ON CENTER
CLG CEILING OD OUTSIDE DIAMETER
CLR CLEAR OPEN'G OPENING
CMU CONCRETE MASONRY UNIT PERP PERPENDICULAR
COL COLUMN PL PARALLAM OR PLATE CONC CONCRETE PT POST TENSION CONN CONNECT, CONNECTION PTDF PRESSURE TREATED DOUGLAS FIR
CONT CONTINUOUS PLYWO PLYWOOD
D DEEP, DEPTH PSI POUNDS PER SQUARE INCH
DET DETAIL PSF POUNDS PER SQUARE FOOT OF DOUGLAS FIR RAFT RAFTER
DIAM DIAMETER RR ROOF RAFTER
DIM DIMENSION REINF REINFORCEMENT
DJ DECK JOIST RF ROOF DL DEAD LOAD REQ'D REQUIRED DT DRAG TRUSS REQ'T REQUIREMENT OWG DRAWING(S) RS ROUGH SAWN E OR EXIST EXISTING RT ROOF TRUSS(ES) EA EACH S.A.D. SEE ARCHITECTURAL DRAWINGS ELEV ELEVATION SCHED OR SCHEDULE ENGR ENGINEER SCH EQ EQUAL SEL SELECT ES EACH SIDE SHR SHEAR EW EACH WAY SHTG SHEATHING EXT EXTERIOR SIM SIMILAR FOUND FOUNDATION SIMP SIMPSON FF FINISH FLOOR SLP'G SLOPING FG FINISH GRADE
FH FULL HEIGHT SPECS SPECIFICATIONS
FJ FLOOR JOIST SQ SQUARE
FL FLUSH STAGG STAGGERED
FLR FLOOR STD STANDARD
F.O.B. FACE OF BEAM STL STEEL
F.O.W. FACE OF WALL STRUCT STRUCTURAL
FRG FRAMING SW SHEAR WALL OR STRONG WALL
FTG FOOTING SYM SYMMETRICAL
FT FOOT (FEET) T TOP
TDC TOP OF CURB GA GAGE TOS TOP OF SLAB OR TOP OF STEEL GALV GALVINIZED T&G TONGUE AND GROOVE G.C. GENERAL CONTRACTOR THK THICK GET GABLE END TRUSS TRIM TRIMMER GLB GLU LAM BEAM TS TIMBERSTRAND GT GIRDER TRUSS TYP TYPICAL HOR HT HEIGHT UBC UNIFORM BUILDING CODE HD HOLD DOWN STRAP OR DEVICE U.N.O. UNLESS NOTED OTHERWISE HOR HEADER V OR VERT VERTICAL HGR OR HNGR HANGER VTR VENT TO ROOF HOR HORIZONTAL WO WOOD HSS HOLLOW STRUCTURAL STEEL (TUBE) WT WEIGHT
W/ WITH
W/0 WITHOUT
CA.__ F
LENNAR MULTIFAMILY COMMUNITIES
.. I
TEAM:
CIVIL ENGINEER:
DEVELOPER:
STRUCTURAL ENGINEER:
95 ENTERPRI SE • SU ITE 20 0
ALISO VIEJO , CA 92656
Ph: 949.44 8.1 61 2
I ~
., __ -·· •
i .....
NC.nTllll!i!.
j ... ~ ,
......... fl ..,...
·--• l(ohl I Oceanside
Walmll'! s..,pe,eemer •
VJ
VICINITY MAP:
EL SALTO FALLS ST
CARLSBAD, CA 92010
SB&O INC.
3990 RUFFIN ROAD, SUITE 120
SAN DIEGO, CA 92123
(858) 560-1141
AARON PARKER
LENNAR MULTIFAMILY COMMUNITIES
95 ENTERPRISE SUITE 200
ALISO VIEJO, CA 92656
(949) 448-1612
DAN FERGUSON
PATEL BURICA & ASSOCIATES, INC.
9283 RESEARCH DRIVE
IRVINE, CALIFORNIA 92618
(949) 943-8080
KYLE VANDERVEEN
•
......
•
•
T11-C,ty Cr
"· • ~ -·
DESIGN CRITERIA
WIND DESIGN DATA
WIND SPEED
WIND IMPORTANCE FACTOR
WIND EXPOSURE
INTERNAL PRESSURE COEFFICIENT
EARTHQUAKE DESIGN DATA
SEISMIC IMPORTANCE FACTOR
SPECTRAL RESPONSE ACCELERATIONS:
Ss s,
SPECTRAL RESPONSE COEFFICIENTS:
Sos So,
SEISMIC DESIGN CATEGORY
S.s
SITE CLASS TYPE
FOUNDATION DESIGN DATA
GEOTECHNICAL REPORT:
DATED:
BY:
PROJECT/JOB #:
SOIL CLASSIFICATION
ALLOWABLE BEARING PRESSURE
110 MPH (ULT.)
1.00
C
± 0.18
1.00
1.068
0.413
0.764
0.437
D
1.145
D
APRIL 11, 2016
GEOCON, INC.
07135-42-07
BROWN SILTY SAND (SM)
2000 PSF
ALLOW. INCREASE FOR EQ / WIND LOADS 33%
EXPANSION INDEX
ACTIVE PRESSURE (UNRESTRAINED):
PASSIVE RESISTANCE
COEFFICIENT OF FRICTION
VERY LOW TO VERY HIGH
35 PCF
300 PSF /FT
0.35
SHEET INDEX
21 STRUCTURAL COVER SHEET
STRUCTURAL DRAWINGS
22 RETAINING WALL PLAN VIEW
STRUCTURAL DETAILS
23
24
STRUCTURAL SPECIFICATIONS
STRUCTURAL DETAILS
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR SHEETS 21-24 ON THIS PROJECT, THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM:
ADDRESS:
CITY, STATE:
TELEPHONE:
BY:
PATEL BURICA & ASSOCIATES, INC.
9283 RESEARCH DRIVE
IRVINE, CALIFORNIA 92618
(949)943-8080
SHARAD T. PATEL S.E. S-4488
REGISTRATION EXPIRATION DATE: 6-30-17
S-4488
EXP 06-30-17
"AS BU IL T"
£
-------RCE • EXP t.., DATE
REVIEWED BY;_.
'Ji~
INSPECTOR
*
fsHm7 CITY OF CAR LSBAD ~
1----+----<-----------------+---+---¼---¼---1 ~ ENGINEERING DEPARlMENT ~ ~='....'::::::========::::'....'::::=~
Patel Burica & Associates, Inc.
structural engineering
9283 Research Drive
Irvine, California 92618
Tel: 949.943.8080
Faxc 714.352.2209
STRUCTURAL COVER SHEET
QUARRY CREEK
PLANNING AREA R-2
INDEX MAP MS 15-13
1------t--+-----------------+---+-----ll----+---l APPROVED // // l:ria} JASON :~~T
r.c,r-.-:-:--t-::-:::aa--1-:c::-:=-:-::c-------------t---t---t---t---t :::C:'::':ITY:::::::E'::':N::Gl:::NE::E=::lf;;:::::::':;P";:E::::6::3:::91:::2::::E::X:::P::IR:':ES::::::9::::::/l,0:::/11:::8:::::::;;::::'!:':A::::::==~ ~ ... ,,,., "«"P' AS·BU/Lf DWN BY: PBA
DATE INITIAL DATE INITIAL DA1E INITIAL CHKD BY: \ &{
ENGINEER OF WORK "EVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY:
PROJECT ~O.
SOP 15-22
DRAWING NO.
.48q-SKIC
I t .._ ________________________________________________________________________________________ ... ~
AS-BUILT 77922.30
C ~
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2
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030617
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N ur. ~ ,I
:,qi
RETAINING WALL PART OF BUILDING
STRUCTURE PER BUILDING PER~IT
Patel Burica & Associates, Inc.
s t ructural engineering
9283 Research Drive
Irvine, California 92618
Tele 949.943.8080
Fa,: 714.352.2209
----DATE INITIAL
ENGlNEER OF WORK
RETAINING WALLS PLAN VIEW "AS BUILT" ~ SCALE: N.T.S .l•t •l"I~
-----SITE PLAN IS FOR REFERENCE TO RETAINING WALL DETAILS. REFER TO CIVIL RCE .i•~~I ! EXP. "•••• DATE
ENGlliEERING DRAWINGS FOR ADDITIONAL INFORMATION. LOCATION OF WALL TYPES REVIEWED BY: SHOWN IS FOR GENERAL REFERENCE ONLY. CONTRACTOR SHALL DETERMINE EXACT
LOCAflON & HEIGHT OF RETAINING CONDITIONS. ELEVATION PER CIVIL DRAWINGS, TYP. ?'&-~ ::i.-,1~
INSPECTOR DATE
uTI CITY OF CARLSBAD ~ '2 ENGINEERING DEPARlMENT 4
RETAINING WALL SITE PLAN
QUARRY CREEK
PLANNING AREA R-2
INDEX MAP MS 15-13
APPROVED: (I (J) I I, JASONF ~ • ~~ 2.
ITY ENGINEElf1 PE 63912 EXPIRES 9 "0 /18 DA
AS-HU/LT DWN BY: PBA PROJECT ~O. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ( f,( REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 15-22 48Lf-fl<K
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Q 5'-o· MIN.
Q 40' -0' MAX.
EXAMPLE, FOR H = 30'-0", Q 1 D' -o• MIN.
2 FTC. ADJACENT TO DESCENDING SLOPE 1
M: SPECIAL INSPECTIONS
1. PRO\/IDE SPECIAL INSPECTION WHERE REQUIRED B'T' SECTION 1704 OF THE CBC. "1JOOIONAU'f, VERIFY OTHER
AR£AS REQUIRING SPECIAL INSPECTION WITH THE BUILDING OFFlctAL Of THE GOVERNING JURISDICTlON.
2. INSPECTIONS SHALL CONFORM WITH CBC SECTIONS 110 ANO 1704.
J. INSPECTIONS SHA.LL BE PERFORMED BY QUAIJFIED INSPECTORS AND TESTING AGENCIES RETAINED BY THE OWNER
ANO NOT THE CONTRACTOR. INSPECTORS ANO AGENCIES SHALL BE APPRCMD BY THE GOVERNING
JURISOICTION.
4. COPIES OF ALL INSPECTION REPORTS ANO TEST RESULTS SHAU. BE FURNISHED TO THE OWNER, BUILDING
DEPARTMENT, .'RCHJTECT, AND ENGINEER. COPIES Of THE REPORTS AND RESULTS SHAU. ALSO BE KEPT AT
THE JOB SITE.
5. FINAL REPORT FOR .6.Ll. INSPECTK>NS AND TESTING, STATING THAT THE WORK Wt,S COMPLITEO IN ACCORDANCE
WITH TI-tE APPROVED PLANS AND ALL .f.PPUCABL.E CODES AND STANDARDS, SHAI..L BE SUBMITTED TO THE
OWNER, BUILDING OEPA.RTMENT. ARCHITECT, ANO ENGINEER.
6. STRUCTURAL OBSERVATION MAY BE REQUIRED BY THE JURISDICTION, ENGINEER, OR OWNER. THESE
OBSERV-'TIONS 00 NOT REPLACE ANY OF THE REQUIRED INSPECTIONS BY DEPUTY INSPECTORS OR THE LOCAi..
JURISOICTION.
7. SPECL'L INSPECTION IS REQUIRED FOR THE FOLLOWING WORK:
CONCRETE WITH F'C OVER 2500 PSI
CAST-IN-PLACE DRILLED PILES OR CAJSSONS
FIELD WELDING
EPOX\'
WELDING OF REINFORCING STEEL
HIGH STRENGTI-t BOLllNG
SHOTCRETE
REINFORCEMENT ANO TENDON PLACEMENT IN CONCRETE WfTH F'C OV£R 2500 PSI
TENDON STRESSING AND GROUTING
TfTEN HD SCREW ANCHORS
CONCRETE MASONRY
AODITlON.A.l ITEMS REQUIRING SPECIAL INSPECTION MAY BE NOTED ON THE Pl.ANS.
G: RETAINING WALL NOTES
1. RETAINING WALLS H-'VE NOT BEEN DESIGNED FOR HYDROSTATIC PRESSURE ANO SHAL.1.. BE BN::KDAAINED TO
COUECT ACCUMULATED MOISTURE AND PREVENT HYDROSTATIC PRESSURE FROM BUILDING UP. BACKDIWN PER
SOILS REPORT.
2. RETAINING WALLS KA.VE BEEN DESIGNED FOR THEIR FlNAI... USE CONDmON. TEMPORARY LOADS, SUCH AS THOSE
CAUSED B'I' CONSTRUCTION EQUIPMENT, COMPACTION TOOLS, ETC. HAVE NOT BEEN ACCOUNlID FOR. fT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF TEMPORARY SHORING IS REQUIRED. IF SUCH SHORING
IS REQUIRED, fT SHALL BE THE CONTRACTOR'S RESPOSIBILITY TO OBTAIN A DESIGN FOR SHORING.
3. VERllCAI.. WA.U. STEEL PLACEMENT IS CRmCAI... PRIOR TO GROUTING, VERTlCAL BARS SHALL BE TIED IN Pl.ACE
AT TOP AND BOTTOM, BUT NOT EXCEEDING 8 FEET ON CENTER.
4. BACKFlll. SHAU. BE IN ACCORDANCE WITH THE SOILS REJ'ORT AND SHALL BE Pl.ACED PRIOR TO BUILDING ON
OR ADJACENT TO THE RETAINING WALLS.
5. REFER TO CIVIL Pl.ANS FOR WATER PROOFING DETAILS.
6. RETAINING HEIGHTS ARE BASED UPON THE GRADING PLANS SHOWN IN THE DESIGN CRITERIA SECTION OF THESE
SPECIFICAllONS. ALL EXISTING ANO FlNISH GRADES AND TOP OF WALL HEIGHTS MUST BE FIELD VERIFIED BY THE
SUPERVISING CML ENGINEER PRIOR TO P\..AICING OF THE FOUNDATION CONCRETE.
7. ALL RETAINING STRUCTURES SHALL BE PROVIDED WITH A SUBDRAIN SYSTEM TO ELIMINATE HYDROSTATIC
PRESSURE ON THE WfilS. SUBDRAIN REQUIREMENTS SHAU. BE PER THE SOILS/CIVIL ENGINEER.
8. ALL RETAINING WALLS HI.VE BEEN DESIGNED FOR A FREE DRAINING CONDITION. DESIGN OF THE DRAINAGE
SYSTEM SHN...l. BE BY OTHERS MID SHAl...l.. MEET THE REQUIREMENTS OF THE SOILS REPORT. BACK FILL AGAINST
WALLS SHAl...l. BE PlACEO EVENLY AGAINST BOTH SIDES OF WAL.LS UNTIL THE LOWER GRADE IS REACHED.
BACKFlll. SI-W.l.. BE ACCOMPLISHED IN SUCH A MANNER AS TO NOT CAUSE A SURCHARGE ON THE RETAINING
W'1L
9. WET SET THE FiRST COURSE lS INTO FOOTING OR FORM A KEY IN THE FOOTING. KEY SHAU. BE 1.s-x3,5•
FOR CMU UP TO 8" WIDE, 1.s·xs.s-FOR CMU UP TO 12" 'HIDE, AND 1.5"X7.5R FOR CMU UP TO 16" WIDE.
LOCATE KEY AT TOP OF FOOllNG, IN CENTER OF CMU •
10. SPECIAL. INSPECTION REQUIRED PER CBC SECTION 1701 ANO AS NOTED IN WAl.l. DETAILS.
11. PROVIDE VERTICAL EXPANSION JOINTS AT JO' ON CENTER MAXIMUM ANO AT ALL STEPS IN WALLS.
12. ALL WA.TER LINES AND DAA!NS EXTENDING THROUGH CMU OR CONCRETE SHALL BE SLEEVED WITH LARGER PIPE
TO PR0\1DE 1 • MIN GAP AROUND WATER / DRAIN PIPES .
Patel Burica & Associates, Inc.
structural engineering
9283 Research Drive
Irvine, California 92618
T ,t 949.943.8080
fac 114.)52.2209
DA TIE
C: CONCRETE MASONRY
1. CONCRETE MASONRY UNlfS SHAU_ 8£ MEDIUM WEJGHT CONFORMING TO UBC STANOARO 21-4, GRADE N, T!'PE 1
MOISTURE-CONTROLLED JNITS.
2. MORTAR SHALL BE TYPE M OR S CONFORMING TO UBC STANDARD 21-15.
3. GROUT SHAU.. CONFORM TO UBC STANDARD 21-19.
4. THE MINIMUM STRENGTH OF MASONRY UNITS, MORTAR AND GROUT AT 28 OAYS SHALL BE:
SP£ClFIED ST!ENGTH "'50NRY MORTAR GROUT UNIT {N-1) (TYPE M OR S)
FOff t'm -1,00 ,~ 1900 PSI 1500 PSI 2{)00 PSI
FOR f'm -2,00 p~ :5750 PSI 2500 PSI J750 PSI
5. THE MINIMUM COMPRES~IVE STRENGTH OF MPSONRY WALL ASSEMBLES AT 28 DAYS (f'm) SHALL BE 1,500 PSI
FOR Ail CMU WALLS u.~.o.
6. COMPLIANCE WITH THE REQUIREMENTS FOR fm -1500 PSI SHAU. BE IN ACCORDANCE WITH CBC SECTION
2105.3.4 UNIT STRENGTll METHOD USING FULL STRESSES IN DESIGN MD COMPRESSIVE STRENGTH.
{AJ...TERNA11VE1.. Y A F'RISM TEST I.IETHOO OR PRISM TEST RECORD METHOD MAY BE USED P£R CBC SECOON
2105.3.2 OR 2105.3.3 ""40 APF'RCMD BY THE STRUCTURAi.. ENGINEER)
7. WHERE f'm > 1500 PS, MASONRY PRISM TESTING IS REQUIRED t,S PER CBC SECTION 2105.3.2 AND 2105.J.J.
8. PLASTIC CEMENT AND t.fo.SONRY CEMENT S1-W.1_ NOT BE USED IN N-N CMU WAU. ASSEMBLY MIX DfSIGNS.
9. MORTAR SK6li BE TEST::O IN ACCORD,,V,!CE WITH CBC STANDARD 21-16.
10. GROUT MIX DESIGN SHA.l. BE PERFORMED B'I' A RECOGNIZED TESTING VB ANO REVIEWED BY THE STRUCTURAL
ENGINEER PRIOR TO COISTRUCTION.
11. GROUT SHALL CONSIST :>F MIXTURE OF CEMENTITIOUS MATER~S AND AGGREGATE TO WHICH POTABLE WATER IS
ADDEO SUCH THAT THE MIXlURE Will. FLOW wrrHour SEGREGAllON Of" THE CONSTITUENTS
12. WATER REDUCING ADMl)ruRE APPROVED BY THE STRUCTURAL ENGINEER MAY BE ADDED TO THE GROUT IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
1 J. ALL CMU WALLS SH.A.U. BE SOLID GROUTED UNLESS NOTED OTHERWISE.
14. VERllC>.l CELLS TO BE FILLED SHALl HA'v'E VERTIO,l AIJGNMENT ANO SHAU BE CLE.AR OF OVERHANGING
MORTAR, DEBRIS OR OT-iER OBSTRUCTIONS.
15. GROUT SHAU. BE TESTED IN ACCORDANCE WITH CBC Sf,v.jDARD 21-18.
16. ALL HORIZONTAL REINF(>RCING BARS SHALL BE Pl.ACED IN BOND BEAM UNITS.
17. PROVIDE :,s: MINIMUM Cl.EAR SPACE BETWEEN REINFORCING BARS AND THE W.SONRY UNIT WAf..1.S.
1B. COLD JOINTS IN CMU 'Ml.l...S NOT PERMITTED EXCEPT WHERE SPECIFlED.
19. HEIGHT Of GROUT POlnS SHAU NOT EXCEED THAT SHOWN IN TABLE 21.C OF CBC.
20. A HORIZONTAL CONSTRUCTION JOINT SHALL BE FORMED BETWEEN GROUT POURS BY S10PP1NG GROUT A
MtNIMUW OF 1.5" BELO~ A MORTAR JOINT, WHERE BOND BEAMS OCCUR. GROUT POUR SHAL.1. BE SlOPPED A
WINIMUM OF ½" BELOW THE TOP OF MASONRY WEBS.
21. DURING P\..AICING. GROU" SHALL BE CONSOLIDATED BY MECHANICAL I/IBRAllONS BEFORE LOSS OF PL.ASTICllY
SUCH PS TO FILL THE ~ SPACE ANO SHALL BE RE-CONSULIDATED BY MECHANICAL VIBRATION 15 MINUTES
LATER TO MINIMIZE VOIOS OUE TO WA"Tm LOSS.
22. ALL MASONRY WORK SHAL..L BE CONllNUOUSLY INSPECTED.
23. CONCRETE MASONRY U~ITS SHALL NOT BE "WETTED" UNLESS SPECIFICAI..LY APPROVEO.
24. REFER TO ARCHITECTURIJ... ORA.WINGS FOR MASONRY UNITS, JOINT TYPE, ANO LAYlNG PATTERN.
25. CONSTRUCTION SHALL WMPLY WfTH SECTION 21 D4 OF CAUFORNIA BUILDING CODE.
-REINFORCEMENT SHALL BE SECURED .-GAINST DISPlACEMENT PRIOR TO GROUllNG USING WIRE
POSITIONERS (CR SUrTABLE OEY'ISES) AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS.
-CLEANOIJTS SHA.1. BE PROVIDED FOR All. GROUT POURS OVER 4'-0".
-GROUT LIFTS StlAlL t«)T EXCEED e·-o·
26. QUALITY ASSURANCE MEASURES, SHALL COMPLY WITH SEC. 2105.
-FIVE MASONRY "RISM TEST'3 SHALL BE BUILT AND 1ESiED PRIOR TO CONSTRUCTION.
-THREE MASONR• PRISM TESTS (PER 5000 SQ FT OF FLOOR AREA. .JMIN) St-W..L BE BUILT AND TESTED
DURING CONSTRJCllON WHEN FUU. STRESSES ARE USED IN DESIGN.
D: CONCRETE
1. CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED lESTING l.ABORATOR'I' AND SHALL BE STAMPED AND
SIGNED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER.
2. THE CONCRETE SUPPLICR SHAU. BEAR THE RESPONSIBILITY THAT THE MIX DESIGN Will. ATTAIN THE REQUIRED
SPECIFIED STRENGTH AIIO SHRINKAGE CHAfl.lCTERISllCS.
3. CEMENT SHALL BE POFTlHW CEMENT CONFORMING TO ASTM C-150 TYPE II. SEE SOILS REPORT FOR SULFATE
CONTENT. WHERE SEVcRE OR VERY SEVERE SULFATE EXPOSURE EXISTS, TYPE V CEMENT SHALL BE USED ANO
CONCRETE M!X SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-11 TABLE 4.J.1 AND 4.5.1
4. MAXIMUM SLUMP OF NORMAL WEIGHT CONCRETE SHAl.l.. NOT EXCEED 4".
5. READY MIX CONCRETE SHALL BE MIXED AND DElr.'ERED IN ACCORDANCE WITH ASTM C-94.
6. AGGREGATES FOR NORHAI... WEIGHT CONCRETE 51-L,f,ll. CONFORM TO ASTM C-:53.
7. AGGREGATES FOR UGHl WEIGHT CONCRETE SHALL CONFORM TO ASTM C-3JO.
8. THE MINIMUM UlllMATE COMPRESSIVE STRENGTH AT 28 OAYS SHALL BE 2500 PSI (JOOO PSI FOR FOOTlNGS ANO
GRADE BEAMS OF THREE STORY AND TALL.ER STRUCnJRES) UNLESS OTHERWISE NOTED.
9. SPECIAL INSPECllON IS REQUIRED ON CONCRETE WORK WHERE THE SPECIFIED ULTIMATE COMPRESSIVE DESIGN
STRENGTH EXCEEDS 2!00 PSI.
10. REFER TO REQUIREME~ IN ACI 318-11 TABLES 4.3.1. -4.-4.1, 4.4.2 & 4.5.l FOff CONCRETE EXPOSED TO
FROST, DEICING CHEMKALS, SULFAlE. CORROSION. OR OTHER SPECW.. EXPOSURE CONDITIONS.
11. FORWS SHALL BE REMOVED IN SUCH A MA.NNER AS NOT TO IMPAIR SAFETY AND SERV!CEABU.JTY Of THE
STRUCTIJRE. CONCREE TO BE EXPOSED BY FORM REMOVAL SHALL HAVE SUFFICIENT STRENGTH NOT TO BE
DAMAGED BY REMOVAL OF FORMS.
E: REINFORCING STEEL
1. REINFORCING STEEL FCR fJ BARS AND LARGER SHALL CONFORM TO ASTM A-615 (GRAOE 60).
2. WELDED W!RE MESH / FABRIC SHAL1.. CONFORM TO ASTM A-185 (GRADE 65) ANO BE LAPPED 1.5 SPACES (12"
MINIMUM) FOR PLAIN \'IRE ANO ASTM A--497 (GRADE 75) FOR DEFORMED BAR.
3. REINFORCING STEEL TO BE WELOED SHALl.. CONFORM TO ASTM A-706 (GRADE 60).
4. DETAILS OF REINFORClftG SHAL1 CONFORM TO THE -'Cl CODE.
5. REINFORCING BAR BENDS SHALL BE MADE COt.D.
6. WELDING OF REJNFORC~MENT SHALL BE IN -'CCORDANCE WITH AWS D1 .4. USE LOW HYDROGEN ELECTRODES
ANO PRDiEAT. NO W[LOING SHALL BE DONE AT THE BENO IN A BAR.
7. SPLICES OF HORIZONT.\l BARS IN WALLS AND FOOllNGS SHALL BE STAGGERED AT LEAST ~• MINIMUM.
8. ALL REINFORCING BARS SHALL BE SECURELY TIED IN Pl..ACE PRIOR TO CONCRETE OR GROUT POUR.
AS-BU I LT
A: GENERAL
1. IT SHALL BE THE CONTRACTOR'S R£SPONSIBIUTY TO VERIFY ALL GRAD£S. UMENSIONS. ELEVAllONS, AND
CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND COMMENCING CONSRUCTION. CROSS CHECK ALL Dt.lAILS
AND DIMENSIONS SHOWN ON THE STRUClURAL ORAWINGS WITH RELATED R:QUIREWENTS ON All OTHER RELATED
DRAWINGS. NOllfY THE ENGINEER AND THE .'RCHITECT OF ANY DISCREPAICIES PRIOR TO STARTlNG WORK.
2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH All O"HER RELATED DRAWINGS. THE
CONIBACTOR IS RESPONSIBlf FOR THE COORDINAllON OF All WORt<, INCWDING THAT OF THE SUB TRADES.
3. IN ALL CASES WHERE A CONFLICT OCCURS SUCH AS BETWEEN ITEMS INCUDED IN THE SPECIFICATIONS AND
NOTES ON THE DRAWINGS, OR BETWEEN GENERAL NOTES ANO SPECIFlC DETAILS, THE STRUCTURAL ENGINEER
SHAU. BE NOTIFlEO ANO Will INTERPRE.T 11-tE INTENT OF THE CONTRACT COCUMENTS.
4. DO NOT SCALE DIMENSIONS FROM DRAWINGS.
5. EXCEPT WHERE MORE STRINGENT REDUIREMENTS ARE NOTED OR SHOWN II THE Pl.ANS OR SPECIFlCATlONS, All
WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Of 11-tE CAUFORNIA BUILDING CODE
(LATEST EDITION) AND ALL APPLICABLE STATE AND LOCAL ORDINANCES "5 ADOPTED BY THE CONTROWNG
JURISDICTION.
6. THE CONTRA.CT DRAWINGS REPRESENT THE FlNISHED STRUCTURE AND DO «JT INDICATE THE METHOD OF
CONSTRUCTION. THE STRUCTIJR£ SHOWN ON DRAWINGS IS STRllCTURAU.Y ST1'BL.£ ANO SOUND ONLY IN THE
COMPl...£TID FORM. GENERAi.. CONTRACTOR SH.ALL PROVIDE ~ MEASURES NECESSARY TO PROTECT THE
STRUCTURE, WORKFORCE, AND OTHER PERSONS DURING CONSTRUCTION. )UCH MEASURES INCLUDE BUT ARE
NOT UM/TED TO BRACING ANO SHORING FOR BOTH THE STRUCTI.IRE ANO tONSTRUCTlON EQUIPMENT.
7. THE DIMENSIONS ANO LOCATION OF ALL WAI..LS, DOOR OPENINGS, ANO wnoow OPENINGS SHALL BE DETERMINED
FROM lHE ARCHITECTURAL DRAWINGS. OTHER FLOOR, WALL ANO ROOF O'ENINGS AS REQUIRED FOR
MECHANICAL, ELECTRICAL, OR OTHER REQUIREMENTS SHAil. BE VERlflED noM SHOP DRAWINGS, EQUIPMENT
DATA, ETC.
8. OPENINGS, SLEEVES, VARIAllONS IN STRUCTURAL SLAB ELEVATIONS, OEPRSSEO AREAS, AND AU. OTHER
ARCHITECTURAL. MECHANICAL, ELECTRICAL, ANO CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE THE
CONTRACTOR PROCEEDS WITH CONSTRUCTION.
9. STRUCTURAL MEMBERS SHAU. NOT BE CUT OR NOTCHED UNLESS SPECIFlCAU...Y DETAILED ON THESE Pl.ANS.
10. ALL MATERIAI..S SHALL BE FURNISHED AS SHOWN HEREIN UNLESS Al..TERNlfES ARE APPROVED IN WRITING BY
THE ARCHITECT, OWNER, mo STRUCTURAL ENGINEER.
11. N-N REFERENCE TO THE WORDS •APPROVED" OR •APPROVAi.." lN OOCUMEITS SHM..l BE DEFINED TO MEAN
GENERAL ACCEPTANCE OR RE\IIEW AND SHALL NOT RELIEVE THE CONTRAC'OR AND HIS SUBCONTRACTORS OF
Nff LIABILITY IN FURNISHING lHE REQUIRED MATERIALS OR LABOR SPECIFCATIONS ANO COORDINATING THE
REQUIRED MATERIALS OR LABOR SPECIFICATIONS WITH OlHER l'RADES.
12. WHERE A OETAIL, SECTION, OR NOTE IS SHOWN FOR ONE CONDmON, IT ~ APPLY FOR AIJ. LIKE OR SIMILAR
CONDITIONS UNLESS OTHERWISE NOTED. DETAILS W>RKED "TYPICAL• SHAil APPLY IH Ail. CASES UNLESS
SPEClflCAU. Y INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL lS SHO'IN, THE CONSTRUCTK>N SHAl.l.. BE
IDENllCAI.. OR SIMILAR TO LIKE CA.SES OF CONSTRUCTION.
13. CONNECTIONS OF All ITEMS SUPPORTED BY THE PRIMARY STRUCTURE AR: THE RESPONSIBILITY OF THE
DISCIPLINES WHICH MAKE THESE ATTACHMENTS. REVIEW ANO COORDINATE ALL THE REQUIREMENTS JN l'HE
ARCHITECT'S DRAWINGS AND PROJECT SPECIFlCATIONS.
14. fT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL E:ISllNG UTIUTIES, WHETHER INDICATED
ON THE CONTRACT DRAWINGS OR NOT, AND TO PROTECT THEM FROM ON.AGE.
15. VIBRATION EFFECTS OF MECHANICAi.. AND / OR Atff OTHER EOUIPMENT H..VE NOT BEEN CONSIDERED BY THE
STRUCTURAL ENGINEER.
16. FLOOR SYSTEMS HAVE NOT BEEN 0£SIGNED FOR WATER BEDS. ENGINEEF OF RECORD SH.ALL BE NOTIFIED
PRIOR TO CONSTRUCTION IF WATER BEDS ARE ANTICIPATED.
17. NO C~GES ARE TO BE MADE TO THESE DRAWINGS A.NO SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF A
LICENSED ENGINEER UNDER THE EMPLOYMENT Of PATEL BURICA & ASSOCIATES, !NC.
B: SOILS AND FOUNDATION
1. THE FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICA.L REPORT SI-OWN IN THE DESIGN CRITERIA SECTION
OF THESE SPECIFlCAllONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOf ALL REQUIREMENTS THEREIN ANO
MAINTAIN A COPY ON THE JOB SITE AT ALL TIMES .
2. THE GEO'TECHNICAL REPORT IN ITS ENTIRIT!' SI-IALL. BE t.W)E A PART OF THE CONTRACT DOCUMENTS.
3. THE ENGINEER Of" RECORD MUST BE INFORMED OF Nff CHANGES IN DESGN CRITERIA MADE BY THE SOILS
ENGINEER IN THE COURSE OF CONSTRUCTION.
-4. AU.. FOOTINGS AND SLABS SHAl.L BE FOUNDED ON flRM UNDISTURBED NI.TIJRAL SOILS OR APPRCMD
COMPACTED FILL CONTRACTOR SHAU. PROVIDE BUILDING INSPECTOR WITi COMPACTION REPORTS AND WRITTEN
APPROV,t,L OF COMPACTED Flll. FROM THE GEOTECHNICAL ENGINEER FOR 'LL REQUIRED FILL.
5. ALL COMPACTED Fill. SHAU. BE PlACED IN AN APPROVED w.NNER WITH ~ MINIMUM DENSllY OF 90X OF THE
MAXIMUM OBTAINABLE DENSITY IN ACCORDANCE WITH ASTM 0-1557.
6. AU.. FOUNOAllON EXCAV-'TIONS, FIWNG. BACK FIWNG, ANO BUILDING PACS SHALL BE INSPECTED ANO
APPROVED BY THE GEOTECHNICAI... ENGINEER. THE CONTAACTOR SHALL E RESPONSIBLE FOR A1..L SHORING
NECESSARY TO SUPPORT CUT AND/OR Flll SECTIONS DURING EXCAVAllm, ANO SHORING FOR FORMING AND
PLACEMENT OF CONCRETE.
7. THE GEOTECHNICAL ENGINEER SHALL INSPECT ANO APPROVE ALL FOUNOA10N TRENCHES PRIOR TO CALLING FOR
CITY FOUNDATION INSPECllON ANO Pl.ACING RE!NFORCING A.ND/OR CONCIUE. SUBMIT THE GEOTECHNICAL
ENGINEER'S WRITTEN APPROVAL OF THE fOUNDAllON TRENCHES TO THE UTY BUILDING INSPECTOR.
B. ALL RETAINING WAI...LS HA¥£ BEEN DESIGNED FOR A FREE DRAINING CONOTION. DESIGN OF THE DRAINAGE
SYSTEM SHAt.l.. BE B'I' OTHERS -'NO SHAl.l.. MEET THE REQUIREMENTS Of n-tE SOILS REPORT. BACK Fill
~NST WALLS SHAl.l.. BE PLACED EVENLY AGAINST BOTH SIDES OF WAW UNTIL THE LOWER GRADE IS
REACHED. BACKFll.L SHAl..l BE ACCOMPUSHEO IN SUCH A MANNER AS 1J NOT CAUSE A SURCKA.RGE ON THE
RET,&JNING WALL
9. SOIL CORROSIVENESS SHALL BE DETERMINED BY THE GEOTECHNICAL ENG'IEER. WHERE REQUIRED, MITIGATION
MEASURES FOR CORROSIVE SOILS SHALL BE PRCMDED BY A GEOTECHNIOJ.. ENGINEER, CORROSION ENGINEER,
OR OTHER EXPERT IN THE MIT!GATION MEASURES.
BUILT"
EXP.,_ -
REVIEWED BY:
/4. M;S
INSPECTOR
CITY OF CARLSBAD
ENGINEERING DEPAFTMENT
STRUCTURAL SPECIFICATIONS AND DETAIIS
INDEX MAP
QUARRY CREEK
PLANNING AR£~ R-2
A MS 15-13
APPROVED: // JASON? S/,. 'f,Lf!,EJ;T
P/~3912 EXPIRES 9/30/18 ~ V '" '
"ITY ENGINEEY
INITIAL DA TIE INITIAL OATIE INITIAL PROJECT ND. DRAWING ND.
ENCINEER OF WORK REVISION DESCRIPTION OTIHER APPROVAL Cl TY APPROVAL
OWN BY: PBA
CHKD BY· ,Jo(
RVWD BY: SOP 15-22 4 84-.5Kk.
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CORNER INTERSECTION INTERSECTION CORNER
SINGLE
(UAS0/11/Y) L-48 db (24 • MIil)
{CONCRCTE) L-36 db (2,• MIN.}
DOUBLE
RE/NF AT INTERSECTIONS AND CORNERS
';' ; TOS
B .:, ,,-
. . B .
A
.. /•:,,;·,,.'.'· \ '
..
LABEL CONDITION LOCATION BAR SIZES MIN.
CAST AGAINST AND
A ANO PERMANENTLY ALL ALL 3•
EXPOSED TO EARTH
B EXPOSED TO EARTH ALL ALL 2· OR WEATHER
C CAST OVER SAND SLAB ON ALL MID
GRADE DEPTH
MINIMUM CONCRETE COVERAGE
LENGTH OF HORIZ LEG EQUAL TO
LENGTH SHOWN IN REBAR LAP
SCHED, 3' -o• MIN TYP EA END OF BAR
SEE FTG SECTION
FOR TOP AND BOT RE\NF
#4 AT 12" 0.C. TYP
REBAR TO MATCH
FTG T&:B REINF
l'-6" TYP
FTG DEPTH
t!QIL STEP LOCATIONS
ON PLANS ARE FOR
CONCEPTUAL PURPOSES
ONLY AND SHALL BE
DITERMINED BY THE G.C.
SEE FTG SECTION
FOR T &B REINF
1.75 TIMES
VERT STEP
90" BEND
90' BEND
D
STEPPED FOOTING
D
45' BEND
4d
HMIN
D
HOOKS AND BENDS
D
STIRRUP AND TIE HOOKS
6
r BARS TO BE IN CONTACT
AND WIRED TOGETHER
OFFSET AND SPLICES
SCHEDULE
BAR SIZE D MIN
,3 -8 6d,
9 -11 8d,
~ 14 -18 10db
180' BEND
135' BEND
SCHEDULE
BAR SIZE D MIN
#3 -#5 4d,
#6 -#8 6db
#9 -#11 8db
#H -118 10db
SCHEDULE
BAR SIZE LAP SPLJCE
:SJ• 42<1,
#5 AND #6 62db
;,/7 78<1,
BAR BENDS AND SPLICES
NON-DEEPENED LOCATION · --;-r WILL INFLUENCE LOWER . L _ FOOTING
,---------.,.----7
I I .. ...
•' . ' . _,j,_---,-------~-~_,_----L " • ..... 1 . '
. . ..... '01 ...._
----..... .....
--... --...
------...
TYPICAL FOOTING,
DEEPENED AS
NECESSARY
llQlL DEEPEN TYPICAL FOOTING AS NECESSARY
SO LINE-OF-INFLUENCE DOES NOT INTERSECT
LOWERED FOOTING. SLOPE OF LINE PER
GEOTECHNICAL RECOMMENDATIONS (1:1 MAX)
...._
--...
MAX
--... ..... --... ' --... ..
--... --... --... . . --...
LOWERED FOOTING
PER PLAN
•
.. •
..
.... ... ,' • . . •
TYPICAL DEEPENED FOOTING AT OFFSET 16
=
1-H• BAR AROUND
OPENINGS, lYP.
EXTEND 2' -0" MIN
PAST OPENINGS.
SEE DETAIL 4/24 FOR
POSITION OF VERTICAL
REINFORCEMENT IN CMU
RETAINING WALLS
I
TYP OPENING AT CMU WALL
i
15
. N CORRESPONDING LANDSCAPE
PLAN DETAIL, A-14 I~~~,-~---------------,..
I #4 HORIZONTAL --+I f7""".,f
AT 24" o.c. /
#4 VERTICAL AT 16" O.C. I
W/ 2'-6" LAP
I
I
I
I
I
8" CMU, SOLID GROUTED.
• I SPA BY OTHERS. 1----------INCORPORATE BATTER INTO SPA
ADD #5 IN BOND BEAM
#5 VERTICAL AT 8" O.C.
I
I
I •
I WALL/Fl NISH
I
I
I
I
W/ 2'-6" lAP --------------
(3)-#5 HORIZ
(TOP, 80TTOM AND MID.)
10" CMU, SOLID GROUTED.
ADD #5 IN BOND BEAM
(3)-#5 HOR1Z
(TOP, 80TTOM AND MID.)
#6 VERTICAL AT B" O.C.
W/ STANDARD HOOK
12" CMU. SOLID GROUT ;
FG OR FLATWORK
BY OTHERS
• •
•
I
I
I I WATERPROOFlNG PER i / SOILS REPORT/ARCH
/,VTI /I V ~4•11 PERFORATED
I ~if: SPCE~~\E,; 40
•
REPORT. DRAIN TO
DAYLIGHT
•
#5 AT 12" O.C. -...J----n
W/ STANDARD HOOK -'-~-'..---'-, #6 AT 12" O.C.
TOP ANO BOTTOM
(3" CLR) ! !
#4 CONT. AT BOTTOM-i--f...,j.
AND AT 24" O.C.
NOTE: SEE CIVIL
PLANS FOR
WATERPROOFING
(7)-#4 CONT AT
TOP AND BOTTOM
EQUAl..l Y SPACED
" 2 .,
I ,-..
~ . w I
"'
TYPICAL REINFORCEMENT 17 SPA WATERFALL RET WALL (B'-6" MAX RET) 13
I
= 1. BREAK SHELL AT CORNERS FOR FLOW OF GROUT.
2. ALL CELLS TO BE GROUTED.
3. REFER TO DETAIL 17 /24 FOR ADDITIONAL REINFORCEMENT REQUIREMENTS.
/ /
• • •
,al ~ /
V • V I/
v:C '/
V V
I/ V
r
~~ ~
V • V
I/
V V
CORNER
48 db
2' O" MIN -
///IV//
IA • IA I I
/ / / / / /
.
.
/
j
.
/ /
j '. j
/ / 3f
~Aoomo NAL 2-#5 FOR 8"
CMU WALL AND 10"
Aoomo NAL 2-#6 FOR 12•
CMU WALL AT AND 16"
CENTER
(TYP AT
OF WALL, U.N.O.
INTERSECTIONS
NERS). AND COR
INTERSECTION
RETAINING SIDE
CONT. HORIZ. BARS PER DETAJLS
a· 16"
#4 DOWEL AT 32" O.C.
PRE-MOLDED JOINT FILLER
WITH CAULKING & SEALANT ON
RETAINED SIDE. OMIT CAULKING
AND SEALANT FOR FREESTANDING
PORTION OF WALLS
IN ST ALL VERTICAL BARS
AT EACH SIDE OF JOINT
TYPICAL MASONRY REINFORCING PLAN 12 TYPICAL CMU WALL EXPANSION JOINT 8
= SEE DET/>JL 4/24 FOR
POSITION OF VERTICAL
REINFORCEMENT IN CMU
RETAINING WALLS
,-,\,,
I I I I
' I I I
GLASS PANEL ATTACHMENT ~I h~~
WHERE OCCURS BY OTHERS 1 FG I .hrc-~~~~~~~-_____ _,,,,
#4 HORIZ AT 24" O.C.
#4 VERT AT 16" O.C.
W/ 2'-6" LAP
B" CMU, SOLID GROUTED.
ADD #5 IN BOND BEAM
(3)-#5 HORIZ
(TOP, 80TTOM AND MID.)
10" CMU,
SOLID GROUTED.
FG
NG .,, .. ,.,-z -(0 :i
~z ~ :.i
"' Ii . WO Q. Q. w . w . I
•□ "' -
#4 AT 12" O.C. W/ STANDARD HOOK
(3" CLR)
#4 CONT. AT BOTTOM
NOTE: SEE CML
PLANS FOR
WATERPROOFlNG
5·
•
6" 1 -0
I
I
I
I I WATIRPROOFlNG PER
: / SOILS REPORT/ARCH
j,✓-' .,---#5 VERT AT s• O.C.
I W/ STANDARD HOOK
I
I
• w I . -
4"f PERFORATED
P,'C SCHEDULE 40
PIPE PER SOILS
REPORT. DR>JN TO
DAYLIGHT
5'-6"
#6 AT 16" O.C.
TOP AND BOTTOM
(5)-#4 CONT AT
TOP AND BOTTOM
EQUALLY SPACED
RETAINING WALL {7'-0" MAX RET)
0
I ;...
9
Patel Burica & Associates, Inc.
structural engineering
9283 Research Drive
Irvine, California 92618
Tel, 949.943.8080
Fax: 714.352.2209
= SEE DETAIL 4/24 FOR POSITION
OF VERTICAL REINFORCEMENT IN
CMU RETAINING WALLS
,-,\,,
I I
I I I I
I I
Gt.ASS PANEL ATTACHMENT-........__ ! f-,-~~
WHERE OCCURS BY OTHERS "'i
#4 HOR1Z AT 24" O.C.
#4 VERT AT 16" O.C.
W/ 2'-6" LAP
B" CMU, SOLID GROUTED.
ADD f5 IN BOND BE.AM
(3)-#5 HORIZ
(TOP. BOTTO" AND MID.)
. v
I
10" CMU,
SOLID GROUTED.
FG
NOTE, SEE CML
PLANS FOR
WATERPROOFING
I
I
I
I
I
I
I
I
I
I
I
I
. ~
FG w :>
~ ,.
0 I "' I WATERPROOFlNG' PER V: SOILS REPORT/ARCH
#5 VERT AT 16' O.C.
I W/ STANDARD HOOK z :,
4 "It PERFORATED
.,
I
PVC SCHEDULE 40 ,-..
PIPE PER SOILS
REPORT. DRAIN TO
DAYLIGHT
(4)-#4 CONT
#4 AT 16" O.C.
4'-6"
RET!VN/NG WALL {6'-0" MAX RET) 5
&•11•1111 ~ AS·BUILT
DATE INITIAL DATE INITIAL
• ENGINEER . OF WORK REVISION DESCRIPTION OTHER APPROVAL
llQlL AT NON-RETAINING CONDITION, PlAC:
VERTICAL REINFORCEMENT AT CENTER OF VALL.
=> 2 u
.
0
=> ,.
u . N
=> " u
f------R°'INING SIDE, lYP
2" CLR
~ 2" CLR
\ERTICAL
~INFORCEMENT, lYP
I 2 1/2" CLf
)-'+~1
VATERPROOFING
EY OTHERS
CMU WALL VERTICAL RE/NF PLACEMENT 4
= SEE DETAIL 4/24 FOR POSITION
OF VERTICAL REINFORCEMENT IN
CMU RETAINING WAU.S
,-,\,,
I I
I I
I I
I I
GLASS P.A/IIEL ATTACH~ENT-----.....,__ : r77"7
WHERE OCCURS BY OTHERS "'1
#4 VERT. AT 16" O.C. W/ STANDARD HOOK
NOTE, SEE CML
PLANS FOR
WATERPROOFING
#4 HORIZ
AT 24~ O.C.
B" CMU,
SOLID GROUTED.
. ~
I ·-
FG
I
' I
I
L I
I
I
I
I
I
FG ____ .,..
I WATEIPROOFlNG PER
: ~ SOIL~ REPORT/ARCH
~ ,--4•e fERFORATED
I PVC )CHEDULE 40
I PIPE PER SOILS
REPOO. DRAIN TO I DAYU;HT
(3)-,4 CONT
•
3•-0·
RETAINING WALL (4'-0" MAX RET)
"AS BUI LT"
~ ~--,,-r: ..
--RCE S,.!f~f'I EXP.,■llt•IM~ DATE -
REVlrWED BY: --I
,)1,. ~ ;t-tct~w
INSPECTOR DATE
1
~ CITY OF CARLSBAD ~ 4 ENGINEERING DEPARfMENT 4
STRUCTURAL DETAILS
QUARRY CREEK
PLANNING AR£). R-2
INDEX MAP MS 15-13
APPROVED: /j. . ' JASONz.k ~ T . / tJ,,,1',/41
"ITY ENGINEH( PE 63912 EXPIRES 9/30 /18
I I DATE
DWN BY: PBA PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY· ,J( 414:-s1<1t:. CITY APPROVAL RVIMJ BY: SOP 15-22
AS-BUILT 71922.JO
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