HomeMy WebLinkAboutDWG 481-2A; MS 13-05; BEACHWALK AT JUNIPER; 01-04' ,,
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(fil ;,.DDIT/ON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CA/?LSBAD MUNICIPAL CODE.)
1. THIS .PLAN SUF'ERSEDES "ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APF'ROYAL OF-THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORnON OF THE
CI\Rl.,_SBAD MUNICIPAL CODE, , RESOLUnON OF CONDlnONAL APPROVAL, CITY
STl,t/DARDS OR OTHER . ADDlnONAL . DOCUMENTS US TED HEREON AS THEY MAY
PERTAIN ,TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
RE't!SE THESE PLANS 'MIEN NQN-CONFORl,/ANCE IS DISCOVERED. . .
J. CITY APPROVAL OF PLANS DOES ,NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
1\0RK FRO/,/ RESPONS/BILJTY FOR THE CORRECTION OF ERRORS AND OMISSIONS
D/SCO't£RED DURING CONSTR(!CnON. ALL PLAN RE't!SIONS SHALL BE PRO/,/PTL Y
SU8MITTED TO THE CITY ENGINEER FOR APPROVAL
4. A ,BIGHT-OF-WAY ,PERMIT FROM THE CITY ENGINEER IIILL BE REQUIRED FOR ANY
'WQBK .IN THE PUBLJC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERnFICA TE OF INSURANCE AS l'IE"LL AS ADDlnONAL INSURED ENDORSEMENT MUST BE
FIIPJ .1-i/tMING .THE CITY .OF CARLSBAD AS AN ADDlnONAL .INSURED ON THE
PERJ,llm;E'S POLJCY IN THE 1,//N/l,/UM AMOUNT OF 11,000,000.00 FOR EACH
OCCURRENCE OF LJABILJTY. THE INSLJR,!NCE CQMPANY · YrfifllNG THE PQLfCY /JUST
HAVE A RAnNG OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER
AS EstMILl$HEQ BY "BESTS" KEY RATING GUiDE.
6. NO ~K .si-lALL BE CQMl,/ENCED UNnL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES. . .
7. Af'P.ROVAL OF -TH{SE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK , OR . GRA,DING . TO BE PERFORMED UNnL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALJD GRADING PERMIT HAS BEEN ISSUED. .
8. NO RE~SIONS WILL . BE MADE TO THESE PLANS IIITHOUT THE Vrfl/TTEN APPROVAL
OF !.'THE -CITY ENGINEER, NOTED IIITHIN THE RE't!SION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE nTLE SHEET.
9. ciffl(;JNAL DRAKINGS . SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER. .
10. iHE QRIGINAL , DRAttlNG SHALL BE RE't!SED TO REFLECT AS-BUILT CONDlnONS
BY THE ENG/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE QF THE ltORK BY THE CITY. • . . -. .
11. 'ACCESS FOR :FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PRo.£CT SITE AT ALL nl,/ES DURING CONSTRUCnON.
12. ~ERE TRENCHES ARE IIITH/N CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: . (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACnON
CI.LRVES. SHALL 8E SUBM/mD BY A PROFESSIONAL ENGINEER Of THE STA TE OF
CALJFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLJED SOILS
, MECHANICS. . THE SOILS REPORT IIILL BE SUBMITTED TO THE CITY ENGINEERING
INSPE.CJ.OR 111.THJN TWO ltORKING DAYS OF THE COMPLEnON OF FIELD TESTS.
IJ. A , SOILS ' COMPACnQN REPORT AND COMPLJANCE VER/FICA nON REGARDING
ADHEREN,CE TO RECOl,/MENDA nONs OUTLJNED IN THE SOILS REPORT IS REQUIRED
PB/OR TO . THE ISSUANCE OF A 8UILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE VNDER THE DIRECnON OF A PROFESSIONAL ENGINEER OF THE
STA TE OF , Ct,).JFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLJED
SOILS o,1,//;:CHANICS. ALL . FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCQ!?DAl{.CE 111TH }l:IE CITY OF CARLSBAD STANDARD SPECIF/CA nONs AND THE
",.,,EARTHWORK SPl;C/FICAnONs • ATTACHED TO THE PRELJMINARY SOILS
;/N\IESnGA]lON. DAILY FIELD COMPACnON REPORTS IIILL BE SUBMITTED TO THE
,... PROJECT INSPECTOR.
14. A <PRfCQNSTRUCTJON !dffUNG SHAil BE Hff Q AI THE S/IE PRIOR To THE
BfG/Nl'i,W OF IW}6K ANO SHAii Bf A IIDlllfQ BY All REPRfSENTA IlltfS
RESPONSIBLE FOR CONSTRUCnONC INSPECnON. SUPER~ TESnNG AND ALL OTHER , A.$PF¢15 · ct 11-IE ®iik, THE: flNTRACTOR sRALL RE EST A PRE:CoNs'IRVCnON
'M[EnNG BY CALLI' NG THE INSPE ... CnON' .LJNE AT (760) ,fJ8-J891 AT LEAST FIVE(5)
WQ815ING DAYS PRIOR TO STARnNG CONSTRUCTION. THE CONTRACTOR IIILL THEN BE
CQNTACIED BY THE PR<NE:CT INSPECTOR TO COORD/t/A TE A DA TE AND nME FOR THE
PB.f:CONSTRUCTION ,MEEnNG. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULJNG. THE GRADING PERMIT IIILL BE PRO't!DED BY THE PRo.£CT INSPECTOR , AI f!'lf MEEnNG. . . · · · ·
15. 'All •fNspf:CpON REQl/fSTS OTHFR THAN £OR PRfCQNSim/CilQN MEfilNG 11111 Bf
MAQE ·RY CAlliNG IHf ENGtNEER/NG 24-HQIJR INSPFC11QN RfQlif'.ST IINE AT
(760) .f38-JB97, /NSPfCTION REQUEST A/UST BE R£CEl'@J PR/QR TO 2; QQ eM-
ON THE Q6Y.BEFOR£ THE JNSPEC110N IS NEEDED. INSPECnONs WILL BE MADE
THE NEXT IIORK DAY VNLESS YOU REQUEST OTHERI\ISE. REQUESTS MADE AFTER
2: 00 P.M. ll!LL B_E SCHE/JULED FOR TIil'.) FULL WORK DA l'S LATER.
16. TFJE o"WNt:R AND/OR APPLJCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SH.A.LL DESIGN, Cf)NSTRUCT AND 1,/t,JNTAIN ALL SAFETY DE't!CES, INCLUDING
SHORING, AND SHALL BE SQLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE A.ND FEDERAL SAFETY ANO HEAL TH STANDARDS. LAWS AND REGULA nONS.
17. THE ,CONTRACTOR SHALL CONFQRI,/ TO LABOR CiJDE SECnON 6705 BY SUBMlmNG
A _DE[t,JL PLAN .TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOIIING
THE DESIGN OF SHOBING, BRACING SLOPING OR OTHER PRO't!SIONS TO BE MADE
OF Vrl2Bl<ER PROTECnON FROM THE HAZARD OF CA 't!NG GROUND DURING THE
EX,CAVAnON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLAnON
THfflEIN. . THIS PLAN 1,/.UST BE PREPARED FOR ALL.. 1RENCHES FIVE FEET (5') OR.
MO&E IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCfRNED
:A~GY ,PRIOR TO ,.EXCAVAnON. /F THE Pt.AN VARIES FRO/J THE SHORING SYSTEM /STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. Un.£ 8 :: CALJFORNIA ADNiNiSlllAllVE CODE. THE PLAN SHALL BE' pREPARED BY A
RfGIS]fRfQ ENGINEFR AT THE CONTRACTORS fXPENSE A COPY OF THE OSHA
~CAVAnON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO , ..,.CAVA TION.
iB. NO · B.LASnN.G 'SHALL BE PERFORMED UNnL A VALID BLASnNG PERMIT HAS BEEN
OBTAJNED FROM .THE CITY OF CARLSBAD. SUBMIT APPLJCATION FOR BLASnNG
PERMIT WELL IN ADVANCE OF 1HE SCHEDULJNG OF BLASnNG OPERA nONS.
19>1t MY AB¢HAEQL6GicAL ·RESOURCES ,(RE · DISCOVERED 'Mnf/N ANY ltQRK MEA OVlilNG CONSTRUCTIPN, . OPERATIONS · IIILL CEASE' tMMfQIATff :r; AND THE
\ l'ERMITTE;E ll!LL NOnFY THE CITY ENGINEER. OPERA nONs WILL NOT RESTART
UNT!L 1HE PERMITTEE HAS RECEIVED 111?/TTEN AUTHORITY FROM THE CITY
_ ENGINEER TO DO SO.
20. •ALL OPERAnONs GONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
W~Rl,IING ,UP, , REPAIR, ARRIVAL. DEPARTURE OR OPERA nON OF TRUCKS,
. ·. , EARTl:/MOVI_NG FQUIPl,/ENT, CONSTRUCnON EQUIPMENT AND ANY OTHER ASSOC/A TED
GR~D/NG E;QUIPM.ENT SHALL BE LJl,I/Ta) TO THE PERIOD BETl'IE"EN 7: 00 A.I,/, AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO. EARTHMOWNG OR GRADING
OPERA TIQNS SHALL BE CONDUCTED ON WEEKENDS OR HOU DAYS. ( A UST OF CITY
HOLJDA YS IS AV~ILABLE AT THE ENGlt(EER/NG DEPAR71,1ENT COUNTER,) .
21. ALL Off-SITE HAUL ROUTES SHALL BE SUB/,t/TTFD BY THE CONTRACTOR TO THE'
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.
22. 'IIQ'QRT •.MATERIAL SHALL .BE OBTAJNED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED . AT. A SITE APPROVED BY THE Cl TY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
.,..-__J &9.l)TES o/1 AQ,(ACENT ST[IEE'TS AS A RESULT Of THE GRADING QPERA11QN.
2J. B8USH SHALL BE R/;MOVED ON~ Y IIITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPEC/FICALL Y NOTED ON THE PLAN. -.
24. ALL "AREAS SHALL .BE G!JADED TO DRAIN. GRADING RESUL nNG IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
-MINIMUM QNE PERCENT SLOPE. . . .
'25. TH/;$£ PLANS ARE SUBJECT TO A . SIGNED AND APPROVED SET OF EROSION
CON'/110L PLANS. EROSION CONTROL SHALL BE AS SHOl',N AND AS APPROVED BY
_ THE CITY ENGINgR OR AS DIRECTED BY THE PRO,£CT INSPECTOR. .
126. ,(LL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO . PROl)UCE A UNIFORM
SVRFACE ANP ,CROSS SECTION. THE SITE _SHALL BE LEFT IN A NEAT AND
ORDERLY ,.CONDlnON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
_ AND DISPQSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. .
·27, ALL SLOPES SHALL BE IRRIGATED, STABILJ~, PLANTED AND/OR H'YDROSEEDED
WITHIN ~ (10) DAYS OF .THE nME 'MIEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS. -.
26. .L,(Nt5sCAPING SHALL BE ACCOMPLJSHED ON ALL SLOPES AND PADS AS REQUIRED
BY TH£ CITY OF CARJ..SBAD LANDSCAPE MANUAL, THE . LANDSCAPING PLANS FOR
THIS PRo.£CT, DRAWING ,NO. "81-2L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE: OWNER/APPLJCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE ltORK OF THESE GRADING PLANS 111TH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA nON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO, 'MIERE AN EX!SnNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA nON, IT SHALL BE REMOVED IIITHIN Tl'IE"NTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED 111TH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER. .
JI. THE CONTRACTOR SHALL VERIFY THE LOCAnON OF ALL EXJSnNG FACILJnEs
( ABOVE GROUND AND UNDER GROUND ) 'MTHIN THE PRo..ECT SITE SUfflC/ENTL Y
AHEAD OF GRADING TO PERMIT THE RE't!SION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA nONs ARE IN CONFLICT WITH THE PROPOSED
WORK.
J2, THE CONTRACTOR SHALL NOnFY AFFECTED unuTY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DA l'S PRIOR TO STARnNG GRADING NEAR THEIR
FAC/UnEs AND SHALL COORDINATE THE ltORK 'MTH A COMPANY REPRESENTA nVE.
UNDERGROUND SER't!CE ALERT !B00,422-41 JJ SDGJeF BOO 411-7J4J
AT&T BOO B92-012J
nME WARNER CABLE 760 4J8-77,f.1
cox COMMUN/CA nONs 619 262-1122
CITY OF CARLSBAD(STREETS de STORM DRAIN) (760 4J4-29BO
'CITY OF CARLSBAb(SEWER, WATER de RECLAIMED WATER) f 760 4J8-2722
'SAN D/EGUITO WATER DISTRICT 760 6JJ-2650
'LEUCADIA WASTEWATER DISTRICT 760 75J-0155
'VA/J.EC/TOS WATER DISTRICT (760 7#-°"60
'Ol.JVENHAIN WATER DISTRICT (760 75J-6"66
'BU~NA SANITAnON DIS1R/CT (760)726-IJ,f.O x1JJO
•AS APPROPRIATE
JJ. PERMIT COMPLJANCE REQUIREMENTS:
A. FOR CON]RQI ! m GRAQ'!;f -THE APPLJCANT HIRES A Cf't!L ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL AD't!CE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIQR TO FINAL APPROVAL OF A GRAD/NG PERI.III -THE FOLLOIIING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 't!A THE
PROJ/;CT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPER't!SING GRADING ENGINEER STA nNG ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANnNG
AND /RR/GA nON ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAJN SAMPLE OF COMPLJANCE
LETTER FRO/,/ CITY ENGINEERING DEPARTMENT).
(2) AS-BU/LT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, 'Ml/CH INCLUDES
RECOMMENDED SOIL BEARING CAPAClnES, A STATEMENT AS TO
THE EXPANSIVE QUALJTY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE 'MTH THE REQUIREMENTS AND
RECOMMENDA nONS OU TUNED IN THE PRELJMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT 'MTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PRo.£CT IS ISSUED 'MTHIN ONE (1)
'fEI.R AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIREb
TO BE R/;SUBMITTED FOR PLANCHECK. PLANCHECK FEES I\ILL BE REQUIRED FOR
ANY SUCH RECHECK.
J~. IN ACCORDANCE 111TH THE CITY SUSlolP ALL STORM DRAIN INLETS CONSTRUCTED BY
THIS PLAN SHALL INCLUDE "STENCILSJ BE ADDED TO PROHIBIT WASTE DISCHARGE
DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA nSFACnON OF THE CITY
ENGINEER.
J6, THE SOILS REPORT nTLED "PRELJMINARY GEOTECHNICAL EVALUA nON FOR -AJNIPER 4,
J69 -AJNIPER AVE. CARLSBAD CA.•, PREPARED BY GEOTEK, INC. DATED -AJNE 21, 201J,
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE 111TH THE RECOMl,IENDAnONs AND SPECIF/CAnONs CONTAINED
IN SltlD SOILS REPORT.
11D_£CLABATION OF 8£SPQNSIBLE CHARGE 11
I HEREBY DECLARE THAT I AM THE ENGINEER OF ltORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PRo..ECT AS DEFINED
IN SECnON 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT 111TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/F/CAnONs BY THE
CITY OF CARLSBAD DOES NOT RELJEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILJnEs FOR PRo.£CT DESIGN.
FIRM: SB&O, INC.
ADDRESS: .J990 RUFRN RQIW, SUIT£ 120
CITY. STATE: SAN DIEGO. CAL/FORNIA 9212.J
TELEPHONE: (858) 560-1 /,f./
BY: ALLEN L. BUTCHER DA TE: _____ _
R.C.E. NO.: P.E. C,f.7107
REGISTRA nON EXP/RA nON DA TE: ---''C.:2'----=-.J.,_1--'--'15,..._ __ _
SIGNED:
DATE: 1/2; l R.C.E. Nu J5r !
LJCENSE EXP/RA TI DA TE:
.
.J69 JUNIPER ACQ, LLC, A CALIFORNIA LLC
1818 FIRST Al-f"NUE, SUIT£ 100
SAN DIEGO, CA. 92101 .
(619) ,f.lJ/-.JBJO
LIST OF ABBREVIATIONS
EXIST. EXIS'T7NG
R/W RIGHT-OF-WAY
TYP. TYPICAL
F. G. AN/SHED GRADE
T. C. TOP OF CURB
F.F. AN/SHED FLOOR
AC.
If
f
MIN.
P.P.
S.M.H.
s.c.o.
G.F.F.
E.P.
DIA.
E.O.E.
P.P.
V.C.P.
S.F.
L.P.
B
T.M.F.
ACRE
PROPERTY LINE
CENTFRLINE
MINIMUM
POWER POLE
SEWER MANHOLE
SEWER CLEANOUT
a.-w4GE AN/SHED FLOOR ELEVA'T70N
£OGE' OF PAl-f"MENT
DIAMETER
EXIS'T7NG 01-f"RHE'AI) ELECTRIC
POWER POL£
VITRIFIED CLAY PIPE
SQUARE' FEE'T
LOW POINT
BAL.CONY
TOP OF MASONRY FENCE
GENERAL NOTES,
SIT£
!. THE SUBOMSION IS A CONDOMINIUM PRO.JE'CT AS OEANEO IN SEC'T70N
1.J50 ET. SEQ. OF THE CIVIL COO£ OF THE' S7:'-TE OF CALIFORNIA ANO
ALEO PURSUANT TO THE' SUBOMSION Ab!P ACT. THE' TOTAL NUMBER OF
CONDOMINIUM DWELLING UNITS IS ,f. RESIDENTIAL CONDOMINIUMS.
2. EXIS'T7NG LOTS: 1.
J. PROPOSED LOTS: I.
,f., PROPOSED NUMBER OF CONDOMINIUM UNITS: ,f.,
5. TOTAL GROSS ARE4: 0.202 ACRES.
0£1)/CATION ARE4: .J67 S.F.
NE'T ARti't: 0. 19,f. ACRES.
6. EXISTING USE.· SINGLE' FAMILY RESIDENT/AL.
PROPOSED USE.· MULTI-FAMILY RESIDENTIAL.
7. PROPOSED DENSITY: 20 DWELLING UNITS PER ACRE.
· BU/LO/NG COl-f"~GE.-,f. I.BX.
BU/LO/NG.· .J,529 S.F. (WITH BALCONY ANO 01-f"RHANG).
LANOSCAPEO ARti't: 1,317 S.F. (15.6X).
PERVIOUS PAVEi'i'S/PAVING ARE4: 2, /,f.5 S.F.
T07:'-L IMPERVIOUS ARE4: ,f.,975 S.F.
8. PARKING SPACES: G-W4GE' = 8, HANOICAPPEJ) -1, VISITOR = 1.
9. GENERAL PLAN: RESIDENTIAL HIGH DENSITY "RH: 15-2.J UNITS/ACRE.
GROWTH MANAGEMENT CONTROL POINT: 19 UNITS PER ACRE.
10. ZONING: MULTI-FAMILY RESIDENTIAL (R-.J) WITH BE4CH 01-f"RLAY ZONE' (BAOZ).
11. Ca4SW ZONE.-MELLO II SEGMENT LOCAL Ca-tSTAL PROGRAM.
12. FLOOD PANEL: 0607.JC076,f.F, ZONE' '?<:
1.J. WATER DISTRICT.• CARLSBAD MUNICIPAL WATER DISTRICT.
/ ,f., SCHOOL DISTRICT.· CARLSBAD UNIFIED SCHOOL DISTRICT.
15. SEWER DISTRICT.· CITY OF CARLSBAD.
16. TRAfflC VOLUME.-.J2 AOT.
17. PROPOSED ORA/NACE' DISCHARGE.· 0.9 C.F.S.
18. MASTER DRAINAGE' BASIN.· B
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE' PLANS WAS GENE~TEO BY AELO SURVEY
METHODS FROM INFORAbtTION GATHERED ON JANUARY 22, 201.J BY SB&O, INC.
TOPOGRAPHY SHOWN HERON CONFORMS TO NATIONAL MAP ACCU~CY
STANOAROS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER: 20,(.-2,f.O-.J,f..
THE' CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS.·
N 1998, E' 6225
POST-CONSTRUCTION BllP TABLE
STORMWA TER REQUIREMENTS THAT APPLY:
IZJ STANDARD STORMWATER REQUIREMENTS
□ PRIORITY PROJECT REQUIREMENTS
CITY Of' OCEANSIDE
HIGHWAY le
WORK TO B£ DON£ _ . _
THE' GRADING WORK SHALL CONSIST OF THE' CONSTRUCT/ON OF ALL Cl.ITS ANO ALLS, REMEDIAL
GRADING. DRAINAGE' FACILmE:S. EROSION CONTROL FACILmE:S. ANO PLANTING OF PERMANENT
LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO
REPORTS, ALL AS SHOWN OR REQUIRE]) ON THIS SE'T OF PLANS ANO THE' CITY STANON?OS.
SPE'CIACATIONS, REQUIREMENTS. RESOLUTIONS ANO ORDINANCES CIT£0 ON THESE' Pl.A/VS.
THE GRADING WORK SHALL BE' PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECTEO BY THE' CITY ENGINEER.
NOT TO I. CARLSBAD MUNICIPAL COO£.
-+ll+-SCALE 2. CITY OF CARLSBAD ENGINEERING STANOAROS.
CITY Of' VISTA .J. THIS SE'T OF PLANS
PACIFIC
OCEAN
CITY OF' ENCINITAS
VICINITY MAP
NOT TO SCALE'
SH££T INDEX
SHEET NQ. DESCRIPTION
1 TITLE SHEE'T
2 NOTES, OE'TAILS
.J GRADING PLAN
,f. PA 1-f"MENT PLAN
WATER, FIR£ ANO SEWER DEMANDS
Al-f"~GE' WATER OEMANO: 250 GPO x ,f. UNITS = 1,000 GPO.
PEAK HOUR OEMANO: 2.90 x 250 = 725 GALLONS/UNIT.
ARE FLOW OEMANO: 250 GPM (BU/LO/NG SPRINKLERS)
SEWAGE' GENERATION: 220 GPO x ,f. UNITS = 880 GPO.
RECLA/MEO WATER: N/,'1.
EARTHWORK QUANTITIES
RE'ME'OIAL GRADING = -f.50 C. Y.
CUT = .JOO C. Y.
ALL = .JO C. Y.
SHRINKAGE' = 100 C.Y.
EXPORT = 170 C. Y.
PROPOSED DISTURBANCE'= !OOX
SIT£ ADDRESS
.J69 .JUNIPER A 1-f"NUE'
A.P.N.
20-1-2-10-.J,(.
BENCH MARK
TOP .,... ~IL RIGHT OF WAY MARKER S'LY LINE OF HEMLOCK Al-f"NUE'
ANO R.R. R/W, ELEV. = ,f.5.10.J.
SB&D~
,f., RESOLUTION NO. 7025 OATEO DECEMBER ,(., 201.J.
5, THE' SuWOARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN 80()1<).
6. SOILS REPORT ANO RECOMMENDATIONS BY GEOTEK, INC., OATEO .JUNE' 21, 201.J, ANO
GRADING PLAN REVIEW ANO RESPONSE TO CITY REVIEW COMMENTS OATEO APRIL ,(., 20/,f.,
7. THE' SAN DIEGO REGIONAL SliWOARO O~WINGS ANO AS Ab!Y BE MOOIAEO BY THE' CITY OF
CARLSBAD STANOAROS.
8. CALIFORNIA Ca-4STAL COMMISSION OEVELOPMENT PERMIT CONOmONS OATEO 12/,f./1.J
PER P.C. RESOLUTION NO. 7025
9. ENVIRONMENTAL APPROVAL OOCUMENTS OATEO N/A.
10. STORM WATER POLLUTION PREVENTION PLAN: CITY TIER 2 (SW /,(.-12). " .
12. CALIFORNIA STORM WATER QI.IAL/TY ASSOCIATION B.M.P. CONSTRUCTION HANDBOOK ANO
CALTRANS CONSTRUCTION SITE B.M.P. Ab!NUAL.
LEGAL DESCRIPTION ,. .
THE' SOUTHWESTERLY ONE-HALF OF THE' NORTHWESTERLY ONE-HALF OF LOT,(., 'BLOCK "R: OF
PALISADES NO. 2, CITY OF CARLSBAD, COUNTY OF SAN 0/E'GO, STATE OF CALIFORNIA, ACCORDING
TO M4P THEREOF NO. 180.J ALEO IN THE' OfflCE OF THE' COUNTY RECORDER OF SA/0 COUNTY
AUGUST 25, 192,f..
LEGEND
O£SCRIPT/ON OWG. NO. SYMBOL ., J QUANTITY
SUBDIVISION BOUNDARY
CENTFRLINE'
PROPERTY l/NE'
EASEMENT
SPOT ELEVATION
SWALE'/OIRECTION OF DRAINAGE'
PROPOSED CONTOUR
EXISTING SEWER
EXISTING SEWER LATERAL
EXISTING WATER
EXISTING WATER LATERAL
EXISTING CONTOUR
EXISTING STREE'T l/GHT
EXISTING CHAIN LINK FENCE'
EXISTING EOG£ OF PAvEMENT
EXISTING 01-f"RHE'AO ELE'C]lf/C LINES
EXISTING POWER POLE'
EXISTING TREE' (TO BE' REJ.IOVEO)
6" CURB SORSO G-1
P.C. C. WALKWAY SORSO G-7, G-10,
CONCRETE PAl-f"MENT (5 1/2") SORSO G-10
{560-C-.J250 -PERVIOUS CONCRETE
(EXCEPT FOR PARKING / G-W4GE' ENTRIES)
CONCRETE PA 1-f"RS PE'R OE'TAIL ®
CONCRETE GUTTER (12• WIOE') ffi
INFILTRATION ARE4 PE'R OE'TAIL CD
RE'TAINING WALL SEE' SHEE'T 2
PROPOSED P.V.C. STORM DRAIN (,f.")
PROPOSED P.V.C. STORM DRAIN (6")
290,0 •
---~1-----'-
s ---
----+--®
',/---
----1--@
---395--✓
o-¢-
--x --x---'-'
□HE
•
G-11 I i • • I
I ·t : I i • • .
~ .. ~... . .......,....:..
0 -
-SD --SD-·-
-SD--SD-·-·
65 L.F.
78,(. S.F.
1, /.Jj S.F.
/,,f.8.J S.F.
82 L.F.
18 S.F.
827 S.F.
f,(.2 L.F.
PROPOSED ARE4 DRAIN PER OE'TAIL EB -SD -0--SD -
62 L.F.
16 EA.
PROPOSED G~TEO INLE'T (12• x 12; -SD -0---SD -. 1 EA.
1.JB L.F. PROPOSED BROW DITCH
PROPOSE]) ,f." SEWER LATERAL
ANO CL&WOUT
MOOIAEO 0-75
SEE' OWG. ,f.8/-2
PROPOSED 1 • WATER SERVICE ANO
METER BOX WITH ARE' SERVICE' SEE OWG. ,f.lJ/-2
PROPOSED SIDEWALK UNOERORAIN SEE' OWG. ,f.lJf-2
CONCRETE CURB AT PAl-f"RS PER OE'TAIL ffi
G~S PAVEi'i'S PER OE'TAIL G)
~ .. ~... . ~
0@
------<::i---1 WF
-------o
__J
7
"AS BUILT"
' :?,:,;;t<E-:&-J[,{L
REVIEIJED BY,
17hUBwfl.y
INSPECTOR
,.
'.JB.J L.F.
82 S.F.
0e:;1~--tr
DATE
, DATE -~f-------------f---1----1----1-----11 SHE,ET I CITY OF CARLSBAD I SHEETS 1 ENGINEERING DEPARTMENT 4
l---t--+---------------f----1-----1---l---1 ::,G;:;;RAD~IN~G=;P:;LANS::::;:;~.~FO~R:~-=:::::::::=:::::::::::::::::=:::==::.::=~
,~
BEACHWALK AT JlJNPER
.J69 .JUNIPER A 1-f"NUE' .
TITLE SHEET SOP 1.J-0,f./PUO 1.J-07/COP 1.J 11
APPROVED:// ,, 11.1 /11' _J_ TIISOtJ s .. · .. 1E~l>fll r . r JA ,_, 1.'PJ/_1,,.;. , '1r1/f/i:Jw.
ENGINEERING1MANAGER R<€~1 z;. EXPIRES '/ /.3o /1¥ 1 DATE
DWN BY:~ PROJECT NO. DRAWING NO.
CHKD BY: 12 'IL. MSI.J-05 ~D, ,,. RVWD BY: -TU -..,.,
fl\
DA 1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA 1E INITIAL DAlE INlllAL
OlHER APPROVAL OTY APPROVAL
~ " i lli!i------------------------~-.... --------------------------------------------------------------------------------------------------------.::::::.:::::::::::::Jij
081914
---_c
/EROSION ,CONTROL NOTES
i. IN CASE" EMERGENCY WORK IS REQUIRED, CONTACT CHRIS McC0/,1/C AT 858-698-9726.
2. EQUIPMf;NT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
nMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CON'ffN/ENT LOCAnQNS TO FACIUTATE RAPID CONSTRUCnON OF TEMPORARY
DEVICES 1+1-/f;N RAJN IS EMINENT. -
J. DEVICES _ SHQWN ON PLANS SHALL NOT BE MO'ffD OR MQ!)IFIED ltl1HOUT 1HE APPROVAL
OF 1HE ENGINEERING INSPECTOR.
4. 1HE CONTRACTOR .SHALL RESTORE ALL EROSION .CONTROL DEVICES TO WORKING ORDER
TO THE SAnSFACTION OF 1HE CITY £NG/NEER AFTER EACH RUN-OFF PRODUCING RAJNFALL.
5. · THE CONTRACTOR SHALL INSTALL ADD/fiONAL EROSION CONTROL MEASURES AS I.IA Y BE
REQIJJRED BY --THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA nONs OR
UNFQRESf:EN CIRCUMSTANCES l\t/lCH MAY ARISE. -
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PRE'ffNT PUBUC .TRESPASS ONTO AREAS 'MiERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION. . . -
--. --------7. ,ALL _,E;RQSION ,CONTROL MEASURES PR0"1DED PER 1HE APPROVED GRADING PLAN SHALL
'BE IN.CORPORA TED HEREON. -
8. GRADED ,AREAS AROUND 1HE PRO.ECT PERIMETER MUST DRAIN AWAY FROM 1HE f ACE OF
SLOPE AT 1HE CONCLUSION OF EACH WORKING DAY.
_ _,,_7 -------
9. /ALL REMOVABLE .PROTECTI'ff DE"1CES SHOIIN SHALL BE IN PLACE AT 1HE END OF EACH
' WORKING DAY ltl-lEN 1HE .F1"1:: (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY
PERCENT (40"). SILT AND 01HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
10. ALL GRA 'ffL BAGS SHALL BE BURLAP TYPE ltl1H J/4 INCH MIN/MUI.I AGGREGATE.
11. SHOULD -GERMJNATION OF HWROSEEDF;D SLOPES FAJL TO PR0"1DE EFFECTI"1:: CO\IE'RAGE
OF ,QRN)ED SLOPES (90" C0"1::RA<f?, EbRIOR TO NOVEMBER 15, 1HE SLOPES SHALL BE
STt,B/UZED BY PUNCH STRAW INST. IN ACCORDANCE ltl1H SECTION J5.02J OF 1HE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
' 4 ,2TA TE _OF Cp,LJF~NIA.
/ 1TEJ,{POHABY .EROSION CONTROL
' PLANTING ANO .IRRIGATION
ALL P£RMANENT AND rt/,/PQRARY EROSION CONTROL PLANnNG AND /RR/GA TION SHALL BE
INSTA/.LED ,AND MAINTAINED AS REQUIRED IN SECnON 212 OF 1HE STANDARD
SPEC/FICA nONs AND 1HE FOLLOltlNG:
A. HWROSEEDING SHALL BE APPUED TO: __ _ _ _ __ _
1. ALL SLOPES 1HAT ARE GRADED 6: 1 (HORIZONTAL TO ',l;RTICAL) OR STE:_EPER 'MIEN
1HEY ARE: _ _
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A . PUBUC WALL OR STREET. -
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. , ::it~S GRADED FLATTER 1HAN 6: 1 ltl-/EN ANY OF 1H£ FOLLOltlNG CONDITIONS
a. NOT SCHEDULED FOR IMPR0"1::MENTS(CONSTRUCnON OR GENERAL
LANDSCAPING) ltl1HIN 60 DA l'S OF ROUGH GRADING.
b. IDENTIFIED BY 1HE PARKS AND RECREATION DIRECTOR AS HIGHLY
VIS/EJLE JO 1HE PUBUC.
c. HA 'ff ANY SPECIAL CONDITION IDENnFIED BY 1HE CITY £NG/NEER
1HA T WARRANTS IMMEDIATE TREA TM£NT.
--
B. HYDBOSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE ltl1H THE FOLLOltlNG
CRITERIA: _ _ _ ·---
1. ALL SJ..OPE:S 1HAT ARE GRADED 6: 1 OR STEEPER AND 1HA T ARE:
,f
25.53' PROPOSED FENCE, SEE
LANDSCAPE CONCEPT PLAN
PROPOSED
BUILDING 2' 20' WOOD FENCE, SEE DETAIL ':4 •
LANDSCAPE CONCEPT PLAN
,f 10' EXIST.----------.JI1---1----""------
FENCE I
EXIST. 2./. • TALL
WOOD LAffiCE FENCE
. ·· ... '· ..... ·.· '
M<IR/t3"
0.5X TO 5X
CONC PAVING
PL.ANTER
PERMEABLE PAl-f"RS GR4SS PAVING
PROPOSED 1263.
GUTTER PER /
2
,,,.----EXIST. WOOD FENCE
X
!',
-
MOD/RED CONCRETE
DRAINAGE DITCH PER D-75
4'
.M.F.
47.0 I• (52. I±)
6" CONCRETE T.W. J ,I~__.,-EXIST. MASONRY
CURB DEPRESSED .. . FENCE
CONCRETE PAVING CONCRETE SLURRY
PER® ________ PE~® --,,----I (TYPE ':4 • OR ti'J PROPOSED ~;;·~~;=~·~·i•;•;·;~~•;•~~.J)i=::>-~-,--PROPOSED 2.5' HIGH Ablx. "'",.=:,,--. .... :-si,., -7 --
RETAINING WALL PER R.S.D. C-./. EXIST._/
BLOCK: R.C.P. SHOTBlAST GROUND
COLOR: LA PAZ
A TYPICAL SECTION
2 NOT TO SCALE
3' I
EXIST.~ Q
0ROUND IF I
---------
(T.M.F.)
(52.I±)
EXIST. MASONRY
FENCE
PAllO
D
2
./-6. 7
F.G. --,, ~
~-------
PROPOSED RETAINING WALL
(VAR/t3" 6" TO 2.5')
PER R.S.D. C-2
BLOCK: R.C.P. SHOTBLAST
COLOR.· LA PAZ
TYPICAL SECTION
12·
PROPOSED 5' HIGH Ablx./ «.1 ... ,~ ... ;/;:;.~• ;,:;·· ;·· ;::·-•~.·J¾.lWi¼.ffi.&X~{ ~UILDING F.F.
PROPOSED RETAINING WALL , :,, .... , · '-..___ EXIST.
(VARIES 6" TO 2./.J GROUND
PER R.S.D. C-./. RETAINING WALL PER R.S.D. C-./.
BLOCK: R.C.P. SHOTBlAST
COLOR: LA PAZ
CONCRETE
WALKWAY GR4SS SWALE
BLOCK: R.C.P. SHOTBlAST
COLOR.· LA PAZ
B TYPICAL SECTION C TYPICAL SECTION
2
INLET
(IF SHOWN)
ELEV. SHOWN
ON PLAN
IMPERMEABLE'~
UNER (7YP.)
2./. MIL REINFORCED PE
NOT TO SCALE
SURFACE ELEV.
PER PLAN
2
' GROUNDCOl-f"R PER LANDSCAPE
ARCHITECT'S PLAN
S4/I/DY LCl4A(Y
SOIL MIXTURE
··············· ··································"····" :, . : .. ·:. :.-................... • ... ·.·:.·.·:::·. [;'.J ~ .· ....... •.·.·.··.·.·.·.· :.· .. :: .. :.·.·.· .. :.·.· .. · ·.·.· ·.· ............ :.·.· ... • ... ·.· ... ·:
{{:}}??} if :t:? :{:})/ i ~ : :? : }}}}}:\:\:t:}f :{: ::: ;:. )1. ::Ji:&./:} :t ........... ,,................. ""························· .... ' ........................ . ............................... ,., .. ,., ...................... , ..... , ................. .
SCALE: I• = 5'
5URFAC£
..fLOW.
SCREENED OPENING (7YP.)
01-f"RFLOW
(IF SHOWN)
ELEV. SHOWN
ON PLAN
\\ ~ I 12· MIN. I
(7YP.) "OPEN BOTTOM"
~ . . ~ COMP~CTED SITE SOILS
3/4" CLEAN
CRUSHED ROCK
' E DETAIL ~ INFIL THAT/ON AREA
2 NOT TO SCALE
GRASS CELLS S4/I/D INFILL
SPECIAL NOTES:
THE FOLLOWING NOTES ARE PROVIDED TO GM D/RECllONS TO THE CONTRACTOR BY
THE ENGINEER OF WORK. THE CITY ENGINEER'S S/GNATI./RE ON THESE PLANS DOES
NOT CONSllTI./TE APPROVAL OF THESE NOTES AIVD THE CITY WILL NOT 8£
Rt3"PONSIBLE FOR THEIR ENFORCEMENT. THESE NOTES MAY BE ENFORCED OR MOD/RED
BY THE CITY TO ENSURE WORK COMPUES Willi CITY STANDARDS. ,.
2.
3.
5.
6.
7.
8.
9.
THE CONTRACTOR SHALL 1-f"RIFY THE LOCAllON OF ALL EX/SllNG UNDERGROUND
UllL/llES BOTH 1-f"RllCAL AND HORIZONTAL PRIOR TO COMMENCING GRADING
OPERAllONS.
CONTRACTOR SHALL MAKE EXPLORATION EXG1VATIONS AND LOCATE EX/SllNG
FAC/Llllt3" SUFFICIENTL y AHEAD OF CONSTRUCllON TO PERMIT REVISIONS ro PLANS
IF REVISION IS NECESSARY BEG1USE OF LOG1llON OF EX/SllNG IJTlLfflES.
LOCAllON AND ELEVATIONS OF IMPROl-f"MENTS, TO BE MET BY WORK, SHALL BE
CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCllON OF NEW WORK.
GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECt3"SARY
SUBGRADE ELEVAllONS AIVD SHALL CONSTRUCT SMOOTH TRANSfflON BETWEEN
RN/SH GRADt3" SHOWN.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE Rt3"PONSIBILITY FOR JOB SITE
CONDmON DURING THE COURSE OF CONSmucnoN OF THIS PRO,JECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONllNUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,• AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY, AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIAB/UTY, REAL OR ALLEGED IN
CONNECllON WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPllNG FOR
LIABIUTY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR TH£ ENGINEER.
THE CONTRACTOR SHALL BE TOT.4LLY RESPONSIBLE FOR C0MPLIAJVCE." WITH THE
PROVISIONS OF THE STATE' OF CALIFORN.&4 SAFETY ORDERS.
QUANllllt3" SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR
CONRRMAllON PURPOSES ONLY. THE CONTRACTOR IS TO ESllMATE HIS OWN
QIJANllllt3" FOR BID AND NOllFY THE ENGINEER OF ANY SIGNIFICANT
DISCREPANCIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE
FIELD CONDfflONS AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROl-f"D
PLANS. IF FIELD CONDfflONS DIFFER FROM THE APPROl-f"D PLANS, THE
CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT SUFFICIENTLY AHEAD OF
CONSTRUCT/ON TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN) PUBUC
AGENCY APPRO~, IF REQUIRED, PRIOR TO CONTRACTOR /NSTALUNG STORM DRAIN
smucTI./RES.
IF ANY EX/SllNG HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROl-f"D PLANS
IS ll<IMAGED OR REMOl-f"D DURING DEMOLfflON OR CONSmucnoN, IT SHALL BE
REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT PER THE APPROl-f"D PLANS
BY THE OWNER/PERMITTEE.
10. ALL EX/SllNG tmLmES OR smUCTI./Rt3" ARE INDICATED HEREON BASED ON
INFORMAllON OF RECORD. THE CONTRACTOR IS REQUIRED TO TAKE
PRECA/JllONARY MEASURt3" TO PROTECT THE UllLITY L/Nt3" SHOWN HEREON AIVD
ANY OTHER EX/SllNG L/Nt3" NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE
RELOCAllON OR REMOVAL OF EX/SllNG /JllL/Tlt3" AND AGREt3" TO BE FULLY
RESPONSIBLE FOR ANY AND ALL ll4MAGES WHICH MIGHT BE OCCASIONED BY HIS
FAILURE TO LOCATE AND PRESERl-f" ANY AND ALL UNDERGROUND /JllUllES.
/1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL S.W.P.P.P. (N.P.D.E.S.)
DOCUMENTS ONSITE AS REQUIRED TO COMPLY Willi LOCAL AND STATE
REQUIREMENTS.
12. ALL RE."TAINING WALL SUBDRAINS SHALL BE INSTALLED PER SPECIRCAllONS OF
THt3"E PLANS OR GEOTECH RECOMMENDAllONS AND SHALL BE CONNECTED OR
STI./BBED TO NEARt3"T STORM DRAIN PIPES.
20' a. 1HBEE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WA TE:_RING FROM QUICK COUPLERS/HOSE BIBS OR A CON'tfNnONAL
Sl'ST;M OF LOW PRECIPITATION SPRINKLER HEADS PR0"1D/NG 100"
CO'lfRAG£.
GRASS PAVING
S'tSTEM {7YP.) • ....
CON'ir:NTIONAL Sl'STEM OF LOW PRECIPITA1/0N SPRINKLER HEADS ,-L~ /iiffim....i¥\I/J/ffiiLiif/rmLJH/Jll'\I\......Jli"fi"t,'il\J..i¥\l'flA'fi//,
b. GREATER THAN 8 FEET .IN HEIGHT SHALL BE WATERED BY A PAl-f"RSO □
PR0"1DING 100" CO'ffRAGE. •·
, -~
2. i AREAS SLOPED LESS 1HAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY 1HE CITY
CONCRETE GUTTER
PEREB
6" N.D.S. ATRIUM TYPE OR 6" BLACK
PLASTIC DRAIN GRATE (OR EQUAL)
FLUSH WITH RN/SH GRADE: (ROUND)
RN/SH GRADE
PERMEABLE PAl-f"RS
(3 !/8" THICK)
CONCRETE CURB
PER®
AGGREG4TE IN
OPENINGS (NO. 8)
LEl-f"L/NG COURSE (I l/2" TO
2• NO. 8 AGGREGATE)
: ENGINEER, PRIOR TO HYDROSEEDING. THE DE'ffLOPER SHALL SUBMIT A PROPOSED
SC/il;ME TO PROVIDE /RR/GA TION TO 11-IE CITY ENGINEER. 1HE PROPOSAL SHALL BE
SPECIFIC RE/JARDING 1HE NUMBERS, TYPES AND COSTS OF 1HE ELEMENTS Of 1HE
THE PROPOSED Sl'STEM.
3. 0IR/I/GATION SHALL MAJNTAJN 1HE.I.IOIS1URE LE'ffL OF 1HE SOIL AT 1HE OPTIMUM
LE'ffL FOR 1HE GROW1H OF 1HE HYDROSEEDED GROW1H.
---:'.:'::"-·-=--·:-:::;,,,---c. HYDROSEED/NG .MIX SHALL CONSIST OF ALL OF THE FOLLOltlNG:
1. SEED MIX SHAJ,L CONSIST OF NO LESS 1HAN:
a. 20 lbs. PER ACRE OF ROSE CL0"1::R
b. 20 /bs. PER ACRE Of ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORN/CA
d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOUA
e. J lbs. PER ACRE. OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE Of DIMORPHOLECA
g. JTtµS c,d,e, AND f OF 1H/S SUBSECTION MAY BE 0/,IITTED ON
LOCATIONS ltl-/£RE 1HE AREA BEING H YDROSEEDED IS NOT ',!SIBLE
FROM E/1HER A PUBUC STREET OR RESIDENnAL STRUC1URES.
h. ITE_M .a OF 1HIS SUBSECTION MUST 8£ INOCULATED ltl1H A
NITROGE:N FIXING BACTERIA AND APPIJED DRY E/1HER BY DRIWNG
-OR BROADCASTING BEFORE H YDROSEED/NG.
I. ; ALL ~ED MATERIALS SHALL BE TRANSPORTED TO 1HE JOBS/TE IN
UNOPENED CONTAJN£RS ltl1H 1HE CAUFORN/A DEPARTMENT OF
FOOD AND AGR/CUL1URE C£RTIFICAnON TAG ATTACHED TO, QR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TD_XIC WEffiNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT 1HE D/SCREnON OF 1HE CONTRACTOR.
2. 'TYPE 1 MULCH APPUED AT 1H£ RA TE OF NO LESS 1HAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTI1UTED, ALL OR PART, FOR
H YQRAl/UCALL Y APPUED FIBER /,IA TERI AL ltl-/EN STRAW IS USED IT MUST BE
ANCHORED TO 1HE _ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS 1HAN 50" OF
1HE STRAW INTO 1HE SOIL -
J. ,'fERTIUZER ,CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, ltl1H 15"
SULPHUR APPUED AT 1HE RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE H'rDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY:
1. ROUGHENING 1HE SURFACE TO BE PLANTED BY ANY OR A C0/,18/NATION OF:
a. TRACK WALKING SLOPES STEEPER 1HAN 6: 1 --
b. HAR/IOltlNG AREAS 6: 1 OR FLA TTE:_R 1HA T ARE sumCIEN7L Y
FR/ABLE.
c. RIPPING AREAS 1HA T ltlLL NOT BREAK UP USING ITEMS a OR b
jABO'ff.
2. CONDITION/NG 1HE SOILS so 1HAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSnNG THE SURFACE SOIL MOIS1URE TO PR0"1DE A DAMP
BUT NOT SA 1URA TED SEED BED. -
b. THE ADDlnON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
CO'ir:RING SAUN£ SOILS TO PR0"10ED WABLE CONDlnONS FOR
GROW1H. ~----·-· .... -,•=--. -· =-----
£. i H'r'DRQSEEDED AREAS SHALL BE . MAINTAINED TO PR0"1DE A VIGOROUS GROW1H UNTIL 1HE
; 1HE PRG.!£CT IS PERMANEN7L Y LANDSCAPED OR, FOR AREAS ltl-lERE HYDROSEEDING IS 1HE
1HE PERMANENT LANDSCAPING, UNnL 1HE PROJECT IS COl,IPLETED AND AU. BONDS RELEASED. ----
...
NQTES
COMPACTED
SUBGRADE
I. GRASS PAVING S'tSTEM TO BE "GRASS PAl-f" 2• MAmlX WITH SAND INFILL PER
},fAIVUFACTI./Rt3" RECOMMENDAllONS (INVISIBLE smUCTI./RES, INC.)
2. BASE: COURSE TO BE MIX OF SAND AND GRAl-f"L.
3. SEE: LANDSCAPE ARCHITECT'S PLANS FOR GRASS SELE."CllON AND SOIL AMENDMENT.
4, SEE LANDSCAPE PLAN FOR IRRIG'.llON PIPE DETAILS AND LOCAllON (./." MIN. COl-f"R).
F DETAIL ~ GRASS PAV/NG
2 NOT TO SCALE
Ii. I
-~=~.,,,.,.,,,,,""~-r04
5 1/2" P.C.C. GUTTE~1---i.---~RETAINING
{560-C-3250 PERVI0US MIX) WALL
CB DETAIL ~ CONCRETE GUTTER
NOT TO SCALE
!/2" RADIUS OR~
CHAMFER (7YP.) r--!.:IOc...•_~
RN/SHE.
GRADE
FINISHED
GRADE
NOTES
I• 4 ••
• '· •• • • JI, ·,. "I •
·-:-.----=-.. t, . ..
•
. ·. . • .. '
JI, • 4 .
. b. ••
; b .. ••
, ;,-
WEAKENED PLANE JOINTS
AT 10' O.C. Ab1x.
\___COMPACTED
SUBGRADE
,,--6" D.&4. P. V. C. RISER
I. CONCRETE SHALL BE 560-C-3250 -PERVIOUS MIX DESIGN.
2. JOINT DETAIL PER RSD G-10.
3. SEE LANDSCAPE ARCHITECT'S PLANS FOR COLOR,
TEXTURES AND RN/SHES.
J DETAIL ~ CURB
2 NOT TO SCALE
DAlE INITIAL
ENGINEER OF WORK
/l\
t 0.0.0 ................... 0.0.0.0 .. • ·.·::.·.·::.·.·:.·.·.·:.·.·.·.·::.·:.· ... ·.·.·.·.·:.·.·.·::.·.·::.·.·::.·.·.·.·.• .......... ·.· ... ·.·.·.·.·.·.·.·.·.·:.·.·:::.·::.·.·:.·.·.·.·.·.·.·:.·.·.·:.·.·.·:.·.·.·::.·.·:.·.· .
GEOTEXllLE FABRIC
(MIRAFI I ./.ON)
NOTES
~
~~OMPACTE~
SUBGRADE
. .
• •• '---OPEN GRADED BASE
{NO. 57 STONE)
'----SUBBASE
{NO. 2 STONE)
I. PAVING STONE TO BE "BELGARD AQI.JAROC 11: PERMEABLE PAVING STONE S'tSTEMS.
SEE LANDSCAPE PLANS FOR COLOR, PATTERN AND ORIENTAllON.
2. AGGREGATE AND STONE DESIGNAllONS PER ASTM D#8.
H DETAIL ~ PERMEABLE PA VEHS
2 NOT TO SCALE
. ...
11<0< ESS Io;, SB&D~ 11 AS BUILT"
<) '1(
~.{
,ff ._-. L. 81;~ ~ ~LANNLNGi ENG!f'.JEERING SJ..JAVEYING . 9-('--I> f ;No.47107, \ :;3990 Ruffin Road, Suite 120
SQflPiego, Cu, aa·1 ~
6,58-660-1141 RCE,f, --EXP, l¥J~r" DATE
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I SH~ET I I SH~TS I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
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369 JUNIPER Al-f"NUE
NOTES/DETAILS SOP 13-0././PUD 13-07/CDP 13-16
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REVISION DESCRIPTION
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DATE: INSPECTOR ; I DATE .
I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT
GRADING PLANS FOR:
BEACHWALK AT JVNIPER
369 JUNIPER AVENUE
PAVEMENT PLAN SOP 13-04/PUO 13-07/COP IJ-16
APPROVED:() I rfli ,-,-:r11s•w, s.· G-.t!~w ' • , _, n; , . · 8. L'i-
ENGINEERIN<YMANAGER llic (,?91'!.EXPIRES 'l/ip/i;, ~ TE
DATE INlllAI. DATE INlllAI. OWN BY: ':Ji:l
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