HomeMy WebLinkAboutSUP 15-02; AGUA HEDIONDA CREEK STREAMBANK RESTORATION PROJECT; Site PlanCivil Engineering 0Hydrology0Hydraulics,Sed1mentat1on
P.O. Box 9496 T (858) 692-0760
Rancho Santa Fe, CA 92067-4496 F: (858) 832-1402
wayne@thangconsuttaots,com • www.changcoosultants.com
CONSTRUCTION PLANS FOR=
AGUA HEDIONDA CREEK STREAMBANK RESTORATION PROJECT
PROJECT NO. 661.8
SPECIAL USE PERMIT SUP 15-02
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CALI.VERA PROJECT SITE
LAGOON
ENCJNJT AS OlMNHAINRD,
NDEXOFSIELIS
NOT TO SCALE
IOEXOFSIELIS
SHITT DRAIWNG
HO, HO. SHEET HANE
1 TITLE SHEET. NOTES. ct 'ifCIN/TY /,UP
2 NOTES AND DElt/OUTION DfTAIL
J GRADING PLANS ct DfTAILS
4 CON~ACT<N?S ACCESS R007F DfTAIL
S P-1 PLANTING PUN
6 P-2 PLANTING N07FS AND DETAIL
7 P-J PLANTING DfTAJI..S
8 1-1 IRRIGATION PLAN
9 1-2 IRRIGATION NOTES AND DfTAILS
REFEFENCE DRAWINGS
DIie 273-J lllPRO'tOJENT PUNS FOR CARI.SBAD GA7FWAY CEHTfR
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
MATT HALL -MAYOR
KEITH BLACKBURN -MAYOR PRO TEM
LORRAINE M. WOOD -COUNCIL ME~1BER
MARK PACKARD -COUNCIL MEMBER
MICHAEL SCHUMACHER -COUNCIL MEMBER
PATRICK A. THOMAS -PUBLIC WORKS DIRECTOR
• ,
LOCATION MAP
NOT TO SCALE
•
DECL.4.RATION OF RE f CHARQF
I HERfBY DECLARE 1HAT I All THE ENGINEER OF lltYi'K FOR 1HIS PRo.ECT, 1HAT I
HA\£ EXERCISED RESPONS1BL£ CHARGC 01£1? THE DfSIGN OF THE PRo.ECT AS
DEF7N£D IN SECTION 6703 OF THE BUS1NESS ANO PROff:SS/ONS CODE. AND THAT
THE DfSIGN IS CONS1STENT IWTH CURRENT STANOAROS.
I UNDERSTAND 1HAT THE CHECK OF PRO-ECT DRAYMIGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RfLIE:\£ WE AS ENGINEER OF lltYi'K, OF WY
RfSPONSIBIUTIES FOR PRO,£CT DESIGN.
ARW: ____ CH_'AN_G_CON_~_L_TAN_~--------
•nn=. P.O. BOX 9496 ,.,.,....,:;.,.,: ______________ _
RANCHO SANTA Ff, CA 92067-4496 CITY, ST.:·---------'---------
TELEPHONE: _ ___:_858-_6_9-=-2--'-0-76_0 ________ _
B~ ____ W._~>WE __ W._CH_AN_G _______ _
R.C.£ N0.: __ 46'-"-"----548-'---------------
REG/S~ATION EXPfRA TION DATF: __ ~06=/.=30.,_/1~7 ___ _
APPROVED
THI& I\ Ttlt ~tt>p.oveo <'E-?\..AN
FbR Pt?D"J"~T NO. }UP lz:02 P~ CONO\'l\DN
~-,2 Or C...-fLLS~AO PLA-NNIN"""
l0MMl'S&IOH !ZaoLUTION HO. -:f-1 'E> S
Ji?,~ ~z./.{~ .___ \. . ~ 5/ tl-//1,
l"L-."M , .. "" r,1v is'°" o ri;. """ '""_,111r.. DA-T~ ·'li,v,llo~
"AS BU IL T"
RCE ___ EXP.___ DATE
REVIEWED BY:
INSPECTOR DA TE
I SH1EET I CITY OF CARLSBAD ~4 l-----+----+--------------t----+-----t---r----1 ENGINEERING DEPARTMENT ~
l-----+----+--------------t----+-----t---r----1
l----+---+--------------t----+---t--+----1 GRADING PLANS FOR:
AOOA t-EDIOt-OA Ci W... 81 FEPJ.13AN<
tt:81 ORATION PRO...CCT
..Jr7 PATRICK A. l H,O~Ac
' ·, 1/\1},,t---~ 5/J!.U.
I-----+---+-,,---------------1---+-----+-----,.-----, ;;;l',~~:.:::::::::::::::==;R~C:::E =44::::22~3:;::;:EX~Pl~RE:::S~6::;:3:::0:::::1:::;7 ~1::::::D::::A TE~
1 DWN BY: __ PROJECT NO. j DRAWING NO. DATE INITIAL DATE INITIAL C D B
CRIPTION RHVWKD BYY •. --6618 273-30 REVISION DES OTHER APPROVAL CITY APPROVAL
DHE INITIAL
ENGINEcR OF WORK
I
I
' I •
I
I
I
I
~ I •
I
GRADNONOTES
(IN ADDITION TO THE R£QU/ROIENTS OF CHAPTER 15.16 OF THE CARLSBAD MUN/OPAL
CODE.)
r. THIS PLAN SIJPfRSEDES ALL OTHER PUliS PR£'IK)IJSL Y APPR()',£[) BY THE CITY OF
CARiS8AD REGARDING GRADING SHOWN ON THIS SET OF Pt.ANS.
2. APPROVAL OF THIS Pi.AN DOES NOT LESSEN OR WAI\£ ANY PORTION OF THE
CARLSBAD IIUNIQPAL COO€, RfSOI.UTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDITIONAL DOCI.JlilENTS IJS7fD H£RfON AS THEY IIA Y
PERTAIN TO THIS PRO.ECT. THE: ENGINEER IN RESPONSIBLE CHARGE SHALJ. REVISE
THESE PLANS 'MIEN NON-CONf'ORIIANCE IS DISCO',£R£D.
J. CITY APPROVAL OF PLANS DOES NOT RF1.IEI£ THE: OCVfl.OPER OR
DIGINCER-OF-WORI< FROII RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND
Ol,I/SS/ONS D/SCO",£RfD DURING CONSTRUCTION. A/.1. PLAN REYIS/ONS SHALL 8£
PROIIPn. Y SI.JBl,//T7fD ro THE CITY ENGINEER FOR APPROVAL
4. A RfGlfT-OF-WAY PtRIIIT FROII THE CITY ENGINEER llflL BC R£0U/RfD FOR ANY
WORI( IN THE PUBUC RIGHT OF WAY. PRIOR ro P£RIIIT ISSUANCE, A CERTIFICA 'I[ OF
INSURANCE AS IIEZ.L AS ADDITIONAL INSURED ENDORSDIENT IIUST BE FIi.ED NAMING
THE CITY OF CARLSBAD AS AN ADDITIONAi. INSURED ON THE f'fRIIIITTEE:'S PaJCY IN
THE /J/N/1,1()1,1 AIIOIJNT OF t,,O<XJ,000.00 F<:R EACH OCCURRANCE OF UABIUTY. THE:
INSURANCE COIIPANY WRITING THE POUCY IIUST HA 'of: A RA TING OF •A-• OR
B£T'f[R ANO A SIZE CA '![GORY OF CLASS ~I OR BETTER AS ESTABUSHED BY
"BEsTS• KEY RA TING GIJ/DE.
5. NO WORK SHALL BE COlllilENCED UNTIL ALL PFRttl/TS HA\£ BEEN OBTAINED FROII
THE CITY AND OTHER APPROPRIA 'I[ AGE:NaE:S.
6. APPROVAL OF THESE Pi.ANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING ro 8£ PERFORIIED UNTIL THE PROPERTY OWNER'S PtRIIISS/ON
HAS BEEN OBTAINED.
7. NO REYIS/ONS llflL BE IIADE ro THESE PLANS IIITHOUT THE WRITTEN APPROVAL OF
THE CITY, N07fD IIITHIN THE RE~SION BLOCK. ON THE APPROPRIA 'I[ SHffT OF THE
PLANS ANO THE Tln.f SHEET.
8. ORIGINAL ORAIIINGS SHALL 8ECOII£ THE PROPERTY OF THE CITY UPON BEING SIGNED
BY THE CITY.
9. THE ORIGINAL ORA WING SHAU. BE REYISED TO REFLECT AS-BUil T CONDITIONS BY
THE ENGIN££R-oF-WORK PRIOR ro FINAL ACCEPTANCE OF THE WORK BY TH£ CITY.
10. ACCBS FOR FIRE ANO OTHER EIIERGENCY 1£H/CLES SHALL BE IIAINTA/NfD ro THE
PRO-,£CT SI'![ AT ALL TIIIES DURING CONSTRUCTION.
11. A PR£CONSTRUCTION llfETING SHA/.1. BE HELD AT THE SI'![ PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATl1£S
RESPONS/81.£ FOR CONSTRUCTION, INSPECTION, SUPtR~SION. '![STING ANO ALL
OTHER ASPECTS OF THE IIO'?I(; CITY IIILL ESTABLISH A TIii£ ANO LOCATION OF A
PRECONSTRUCTION llffTING.
12. THE CONTR,1CTOR SHALL OES/GN, CONSTRUCT AND IIAINTAJN ALL SA/UY Drn~
INCLUDING SHORING, AND SHALL BE Sa£l. Y RESPONSIBI.£ FOR CONFORfit/NG TO ALL
LOCAL, STA'![ AND FfOERAL SAFETY AND HEALTH STANDARDS. LAltS AND
REGULA TIONS.
1J. IF ANY ARCHAEOLOGICAL RESOURCES AR£ D/SCO',£R£D IIITHIN ANY WORI( AREA
DURING CONSTRUCTION, OPERATIONS llflL CEASE 11,1/,1£[)/A 'f[L Y. OPERATIONS 111U.
NOT RESTART LINTIL TH£ CONTRACTOR HAS R£CEJl£D WRITTEN AUTHORITY FROII THE
CITY ro DO SO.
14. ALL OPERA T/ONS CONDUCTED ON THE SI'![ OR ADJACENT TH£RETO, !Na.UDING
WARMWG UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCl(S,
EARTHIIIOWlG EQUIPl,IENT, CONSTRUCTION EQUIPlilENT AND ANY OTHER ASSOC/A 7fD
GRADING EQUIPIIENT SHALL BE U/MTfD ro THE Pf:R/00 B£1WEEN 7: 00 A.II. ANO
6:00 P.11. EACH DAY. MONDAY THRU ffltDAY ANO NO EARTHIIO'tmG OR GRADING
OPERATIONS SHALL Bf CONDUCTfD ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOUDA YS IS AVAILABLE AT THE ENGINEERING DEPARTIJENT COUNTfR.)
15. ALL OFF-SI'![ HAUL ROUTES SHALL BE SUB/,IIT7fD BY THE CONTRACTOR ro THE
CITY ENG/NffR FOR APPROVAL 71IO FULL WORKING DAYS PRIOR ro BEGINNING OF
llai'I<.
16. IJIPORT IIA 'f[RtAL SHALL BE OBTAINED FROII, ANO WAS'![ MA '![RIAL SHALL BE
DEPOSITfD AT, A SI'![ Af'PRO',£[) BY THE CITY. THE CONTRACTOR SHALL BE
RESPONSIBI.£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES
OR ADJACENT STREETS AS A RESULT OF THE GRADING OPfRA TION.
17. BRUSH SHALL BE ROIOl£D ONLY IIITHIN THE AREA ro BE GRADED. NO TREES AR£ ro BE REIIOl£D UNl£SS SPECIF/CALLY NOTfD ON THE PLAN.
18. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RCSUL TING IN THE PONDING OF
WA 7rR IS NOT PERtl/TTED. ALL EARTHEN SWALES AND DITCHES SHALL HA \IE" A
IIIIN/liU/,/ ONf PERCENT st.Cl"f.
19. ALL SLOPES SHALL BE TRI/NED TO A F1NISH GRADE ro PROD/JC£ A UNIFORIII
SURFACE AND a?OSS SECTION. THE SITf SHA/.1. BE LEFT IN A NEAT AND ORD£RL y
CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE ROIOl£D AND
DISPOSED OF AT A SI'![ APPROl£D OF BY THE CITY ENGINEER.
Chanu ffimErnm~
Civil Engineering•Hydrology,Hydraulics•Sedimentation
ORADINO NOTES
20. ALL SLOPES SHALL BE IRRIGA TfD, STABIIJZED, PLANTED AND/OR HYDROS&.DED
IIITHIN 7fH (10) 1M YS OF THf T1IE JIHE1'( £Aaf ~(ff" /S 81/0Ul;lfT ro CRNJE AS
SHOWN ON THE llf'PRO';f]) r:RMJ/l'IG PLMS.
21. LANDSCAPING SHALL Bf ACCC#PUSHED PER THE PLANTING PLAN.
22. THE CONTRACTOR SHALL l£RIFY THE LOCA Tlctf OF ALL EXISTING FAC/UTIES ( ABO\£
GROUND AND LINDER GROUND ) IIITHIN THE PRO.ECT SI'![ SUFFICIENn. Y AHEAD OF
GRADING TO PERMIT THE ~S/ON OF THE r:RADING Pl.ANS IF IT IS FOUND THAT THE
AC7UAL LOCATIONS N?E IN CONFUCT 111TH THE PRa>OSfD ~K.
2J. THE CONTRACTOR SHALL NOTIFY AmCTfD UTIUTY CO/ilPAN/ES (SEE Bil.OW} AT
LEAST 2 FULL WORKING DAYS PR«R ro STARTING GRADING NEAR THEIR FACIUTIES
ANO SHALL COOROINA 'I[ THE WORK 111TH A CCMPANY REPRES£NTA Tl'of:.
LINDf.RGROUND SER'YICE ALERT (800)422-4133
SDc.tf (800)411-7343
AT&T (800)892-0123
11IIE WARNER CABL£ (760)438-7741
COX CCWIIIUNICA TIONS (619)262-1122
CITY OF CARLSBAD(STRffTS ,t STORII DRAIN) (760)434--2980
CITY OF CARLSBAD(SEll£R,WA1ER ,t ~CLAllll£D WAID?) (760)438-2722
"DECI...ARATION OF RESI ON8D F CHARQE•
I H£RUIY OCCLARE THAT I AM THE ENGINEER OF ltORK FOR THIS PRO£CT. THAT I
HA\IE" EX£RCISED RESPONS/81..E CHARGE O\£R THE OES/GH OF THE PROECT AS
DEFINED IN SECTION 67D3 OF TH£ BUSINESS AND PROFESSIONS CODE:, AND THAT
THE DESIGN IS CONSISTrNT II/ITH CIJRR£NT STltNDIIRDS. I UNDERSTAND THAT THE
CHECK OF PRo.ECT DRAWINGS AND SPfCIF1CA710NS BY TH£ CITY OF CARLSBAD
DOES NOT RELIE\IE" llf, AS ENGINEER OF IK>RK, OF MY RE:SPONSIBIUTIES FOR
PRo.ECT DESIGN.
FIRM:
ADDRESS:
CITY, STA Tf:
TfLEPHONE:
BY:
RC£:
EXPIRES:
CHANG CONSULTANTS
PO BOX 9496
RANCHO S.OWTA FE, CA 92067-4.f96
8!58-692-0760
WAYNE W. CHANG
No. 46548
6/J0/2017
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA 'f[D BY FIELD SUR\IE"Y METHODS
FROM INFORIIATION GATHERED ON ..VLY 2014 AND FEBRUARY 2D1S BY
RIGHT-OF-WAY ENGINEERING SER~CES. TOPOGRAPHY SHOWN HEREON CONFORMS TO
NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PRo.ECT IS LOCAW WITHIN ASS£SSORS PARC£L NUMBER(S): 209--040--15
THE CAJ..JFORNIA COORDIHA Tf INDEX OF THIS PRQ.£CT IS: N J54 E 168J
SOL SFFCI IC.4. T10NB
SOIL PROPERTIES
Soil Pro""""rtv Accenrable Ra ""e Test Method
DH 6.0 to 7.5 Soils Lab Analvsis
Dissolved Salts 0.2.0 millimhos/cm; above 3.0, corrective action Soils Lab Analysis
/Ec0l required
ESP 0--12 .0; above 15.0, corrective action r='d Soils Lab Analysis
Nitrate 300+ lbs/acre Soils Lab Analvsis Phos1>horus 25-55 lbs/acre Soils Lab Analv..is
Potassium 50--110 lbs/acre Soils Lab Analvsis
Boron 1.0--4.0 ppm; less than 1.0, too low for normal Soils Lab Analysis
arowth; above 5.0 may be toxic to certain olants.
Organic Matter Min. 6% by weight based on the weight of the
sample dried to a constant m ight at 100 to 110
Soils Lab Analysis
degrees Celsius or as determined by the sutfuric
acid test.
SOIL PARTICLE GRADATION
Sieve Siize Percent Passing
19 mm 1'1,"J 100
9 .5 mm (31,") 95. 100
4.75 mm <No. 4) 6Q .85
1.69 mm /No. 10\ '4(). 75
475 wn (No. 40) 35. 70
75 µm (No. 200) 30 . 70
,
ef
'
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRE:O, CONTACT SHERRI HOWARD AT
760-802-7728.
2. EQU/PIIIENT AND WORKERS FOR flrl£RGENCY IIIORK SHALL BE MAOE A VA/LABI.E
AT ALL TIWfS DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKPILED ON SI'![ AT CONl£NIENT LOCAnONs TO FACIUTA'f[ RAPID
CONSTRUCTION OF IDAPORARY DE~CE:S ~EN RAIN IS fMINENT.
3. FOR PRO.£CTS CO\£RED BY STATf SVIPPP/WDID, IN ACCORDANCE ttfTH THE
CONSTRUCTION ORDER ISSUED BY THE CAUFORNIA REGIONAL WA1ER QUAUTY
CONTROL BOARD, THE: QUAUFIED SVIPPP PRACTITIONER (QSP) SHALL UPDA 'I[
AND MAINTAIN THE WATER POLLUnON CONTROL (VIPC) PLAN TO ADDRESS
UPDA TfD SITf CONDITIONS OF THE PRo.ECT. THE UPDA TfD VIPC PLAN AND
UPDATfD SVIPPP SHALL BE KEPT AT THE PRo.ECT SITf AND MADE AVAILABLE
TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION 8',IP'S BEYOND THE
ORIGINAL APPROVED SVIPPP SHALL Bf PROVIDED TO ADDRfSS SI'![ CONDITIONS
NOT ANTIC/PA 1E.V. THE QSP SHALL ~ORT BIIP OEFICIENCIES TO THE CITY
INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUAUFIEV SVIPPP
DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES
TO 8"'P DEPLOYMENT.
4. THE CONTRACTOR SHALL ~STORE ALL EROSION CONTROL DEVICES ro
IK>RKING ORDER ro THE SATISFACTION OF THE ENGINEER AFTER EACH
RUN-Off' PRODUCING RAINFALL
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
MAY BE RE:Q/JIRED BY THE ENGINEER DUE TO UNCOMPl..£Tf0 GRADING
OPERATIONS OR UNFORE:SEEN CIRCIJIISTANCES ~/CH MAY AR/Sf.
6. THE CONTRACTOR SHALL Bf RESPONSIBLE AND SHALL TAKE N£CESSARY
PR£CAUTIONS TO PRE'v£NT PUBLIC TRESPASS ONTO AREAS ~ERE IMPOUNDED
WATERS CREA 'I[ A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL 1,1£ASIJRES PRO~OED PER THE APPROVED SVIPPP
AND/OR EROSION CONTROL PLAN SHAU. BE INCORPORATfD HERE:ON.
8. GRADED AREAS AROUND THE PRo.ECT PERIIIETfR MUST DRAIN AWAY FROM
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PR01ECTI\IE" DEVICES SHOWN SHALL BE IN PLACE AT THE END
OF EACH WORKING DAY ~EN THE Fl\£ (5) DAY RAIN PROBABIUTY FORECAST
EXCEEDS FORTY PERCENT (40,t). SILT AND OTHER DEBRIS SHALL BE REMOVF:D
AFTfR f.ACH RAINFALL
10. ALL GRA \£I. BAGS SHALL Bf BURLAP Tl'PE WITH 3/4 INCH MIN/MUii
AGGREGRATf.
11. SHOULD GERM/NA 710N OF HYDROSffDED SLOPES FAIL TO PRO~OC EFFECTI\IE"
COl£RAGE OF GRADED SLOPES (90% C01£RAGE) PRIOR TO N0\£1r1BER 15, THE
SLOPES SHALL Bf STABIUZED BY PUNCH STRAW INSTALLED IN ACCORDANCE:
ttfTH SECTION J5.023 OF THE EROSION AND S£DIIIENT CONTROL HANDB()()I( OF
THE OCPARTI.IENT OF CONSERVATION, STATf OF CAUFORNIA.
GEtERAL NOTES
NO "fRMll,IIN{; OF 1£GETA TION SHALL OCCUR BfTWf.fN FEBRUARY 15 AND SEPTOIBER IS
DUR1NG THE: BIRD BRffDING SEASa.!, UNLESS A QUAUF/EV BIOLOGIST CONDUCTS A
FOCUSED SUR\£Y FOR BIRD NESTS NOT It/ORE THAN 72 HOURS PRIOR 10
COlll/tlENCE/tlENT OF 1£GETA TION TRlll/illNG ACTl~TIES. IF ACT/\£ NESTS ARE FOUND, THE arrs CONTRACTOR SHALL CEASE 1£GETA TION TRl/rll,IING ACTl~TIES IIITHIN SOD-FOOT
BUFFfR ZONE AROUND THE NEST SITE, AS Of.TfRIIINED BY A QUAUf1£D BIOLOGIST, LINTIL
..V't£NILES HA 1£ FLEDGED AND THE NESTING CYC/.£ IS COIIPLETf. FURTHfRIIORf, NO
ACTl~TIES l'IHICH tKIULD R£SUL T IN NOISE LE1£1.S EXCE£D/NG 60 OBA HOURLY LEQ
'MTHIN THIS SOD-FOOT BUFFfR SHALL BE ALLOIIED DURING THE BIRD BRffDING SEASON.
LAf'tOSCAPE NOTES
RfFER ro LANDSCAPE PLANS FOR REl£GETATION TREATMENTS. REl£GETATION ttfTHIN
CRIBWALL SHALL BE CONDUCTfD CONCURRENn. Y 111TH Cl~L IIO'?K.
'
TEMPORARY SLOPf PRO'f[CTION TO BE
INSTALLED IN REMOVAL ARE'AS. AS
NEEDED.
; I
I
I
REMOVE: AND DISPOSE
EROSION CONTROL BLANKET.
PO Box 9496 T: (858) €92-0760
Rancho Santa Fe, CA 92067-4496 F· (858) 832-1402 BIOLOGICAL MAPPING DE I AL DFMOUTION DETAL
wayne@changconsultan1s.com • www.changconsultanm.com SCALE: 1' • 20' SCALE: 1• -10'
-
VICNTY MAP
CITY OF OCEANS IDE
HIGHWAY ?8
CITY OF VI STA
SUP 15-02
WORK TO BE DON:
THE GRADING M(WK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND
FILLS. REMEDIAL GRADING, DRAINAGE FACIUTIES, EROSION CONTROL FACIUTl£S. AND
PLANTING OF Pf.RIJANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING
PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOIIIN OR REQU/Rf.D ON
THIS SET OF PLANS ANO THE CITY STANDARDS. SPfC/FICA TIONS. REQUfREJIENTS.
RESOLUTIONS ANO ORDINANCE'S CITfD ON THf.5£ PLANS.
THE GRADING M(WK SHALL BE PERFORMf.D IN ACCORDANCE WITH THE FOLLOWING
DOCUf,lfNTS, CIJRRf.NT AT THE T1IIE OF CONSTRUCTION, AS DIRECTfD BY THE CITY
ENG/Nf£R.
1. CARLSBAD IIUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
J. THIS SET OF PLANS
CITY OF
MARCOS
4. THE STANDARD SPEC/RCA TIONS FOR PUBUC IIO'?KS CONSTRUCTION (GREEN
BOOK).
5. Tl-IC SAN D/£GO REGIONAL STANDARD DRAWINGS AND AS IIAY BE IIODIFIEO BY
THE CITY OF CARLSBAD STANDARDS.
PACIFIC
OCEAN
LEGAL DESCRPTlON
PORTION OF LOT B OF MAP 823
OWNER
CHASE COMAN
5855 SUNNY CREEK ROAD
CARLSBAD, CA 92008
760-931-9175
CIVIL FNOIEFR
CHANG CONSULTANTS
ATTN: WA mE W. CHANG
P.O. BOX 9496
RANCHO SANTA FE. CA 92007
858-692-0760
CITY OF EN CINITAS
DEVELOPER
CITY OF CARLSBAD
ATTN: SHERRI HOWARD
16J5 FARADAY AVENUE
CARLSBAD, CA 92008
760-602-2756
LANDSCAPE ARCH.
DUDEK
ATTN: JOHN ZANZI
605 THIRD STREIT
ENCINITAS, CA 92024
916-761-4326
REFERENCE DRAWNOS
DRAIIING 27J--3
EARTHWORK OUANTTTES
0 CUT: ______ CY
FILL: 100 CY
/1,/PORT: I OO CY
EXPORT: O CY
REMEDIAL: N/A CY
BENCH MARK
DESCRIPTION: 2· !Bai PtPf NID DISK ST,WPID .CI.SB-IOJ LS 621s·
LOCA TION:_--'tg~#.1H~£~AS~T.-!OO~-:!;OF~R,gAll!?lqf~O➔CARSl~~fl~AD~DRt:'¥-"kf,""---25 NORTHEAST CX: THE 00 Of PA!fl'f'N!
RE:COROED: -~R£~W?Q~;!?..l,Of1C.....SUR111.11.r.i;l£J.Y...1/~Z2"7"'-1-----:-:-:::-::~:---
ELEVA TION: 59.597' DA TUM: NG)P 29
6, EN'ARONMENTAL APPROVAL OOCUll£NTS DA7fD DECf.ltlBER 7. 2015
7. CAJ.JFORNIA STORIII WA 1ER QUAUTY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION st'![ 811P MANUAL
PAO.JECT It-FORMATION
1. R-A-10,000 ZONE
2. GENERAL PLAN OESIGNA TION: OPEN SPACE UNPLANNED
J. EXISTING / PROPOSED LAND US£: RE:SIDENTIAL
4. FIRE HAZARD ZONE: \IE"RY HIGH
LEGEND
PROPOSED LOGS
PROPOSED GRADE BREAK UNE
PROPOSED DA YI.JGHT UNE
PROPOSED CONTOURS
EXISTING CONTOURS
RIPRAP PER PLAN
----,,,_ -,,..,..
APPROVE D
1lt1S I'S n\f: f.PPl2-0V£:t> ti TE; PlAN
FOil P1l01'~1 ~-Wf 16-ol.Pet( loNl11TIOl'l
~b-5 Of CA!lLC. 6110 1'1.ltNl'llK Gi
COMMISSlotl R~SOLUl~N ~O. fl 5~
tZ,0ew
PVIMMINA l)IVl\lllt(
POSt'-CONSTBUCTION JOO' TABUI
STORMWA 7rR RE:QUIRDIENTS THAT APPi.. Y:
~ STANDARD STORIIWATER REQUIREMENTS
□ PRIORITY PRo.ECT REQV/Rf.1,/D/TS
EXEl,IPT FROM HYDROMODIFICA TION?
~ ~S (S£E SIIMP FOR DOCUIIENTA TION)
□ NO
TYPI Dl8CIIPTION VIAR riiP lWNftlWfCI
AFPHSHMT SBDT lfO. IWNTIIWfCI
ntlQUDfCT
"AS BUil T"
RCE __ _ EXP ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
1---+----+--------------------t-----t---t--r--------t I SH2EET I CITY OF CARLS BAD ~4
~:::::::::::::~:=:;:;:EN::;G;::IN::;E:::E::R:::IN::G::::::D:::EP:::A:::R::T::M:::E::NT====:::::.=~==~
1-.-..---l---l-----------------t----t--+---t-----t GRADING PLANS FOR:
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
AOJA I-EDION)A Cl CO. SI Ff-AMBAN(
FESTOFIATION PFnET
PATRICK A. T)'I Ojll AS
~ · 5 /~I/L · Wnxso,-,·c1,r RCE 44223 EXPIRES 6 30 17 I olTE
OWN BY: ---PROJECT NO. I DRAWING NO.
CHKD BY: ---6618 273-30 RVWO BY:
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APPROVED
THIS IS Tt\E: APP~OVfD SIT l; PLAN
F O!t prz.oj'E;C:T l'lO.SU\'15-o'lPf;t. CO~C7tTIO~
NO. .5 Of-C-Alll.SBAO P\..A-NNIN&
C.OMM \SSION ltf;~Ol.\.,fTIO"' "'b--:fl 5f3
~fl,,,_] sµz/1~-""·10 ~{12-(11,
PLA-llll'ltll&i PAT(. i;~-Rl"'i VAT&
l)IIIISIDl'l PIVl~IDp,i
105 ,·
I i
90 .
I
TOPSOIL REFER TO
SOIL SPEC/ACA TIONS.
,...i'
-) , ...
·• . ,. ·;:,:,'-,;~~-95
• ' 't .. -~
:. -~ '
7HIS ROCK IS PART OF A ROW OF LARGE ROCK
•... PU.CED TO KEEP MATrRIAL FRO/J FAWNG
OUT OF THE GAP BE7'IEEN LOGS. THE LARGE
ROCK SHALL BE INSTALLED INSIDE THE ENDS OF
EACH WALL TO HOLD BACK THE SMALLER MATERIAL
15'--~~~
lrl/RAFT 14<M OR EQI.JAL ALTrR FABRIC
! I ..... ~ 75
o+oo o+10 o+20
J' 0/AMETrR FOUNDATION BOULDER
NOTES;
1. SEE LOG catHECTION DITAIL BE!.OW
2. REFfR TO LANDSCN'£ PU.NS FOR
ROEGCTA TlrM MA TlfDITS ll/l'Tlmi CRIBALJ.
BIOENatECFED CRIB WAI SECTION B-B
SCALE: 1• = 5'
o+JO
100r---------,----------,-----------,---------,--------~
90 ----90
I-TON RIPRAP (4.J' THICK) Ovf:R
1.5" GRAvf:L FILTER BLANKET (1' THICK} ON
1• SAND (25% PASSING NO. 200 S/Evf)
LA YER. GEOTEXnLE PER SOILS ENGINEERS'
RECOMMENDA nON CAN BE SUBSnTUTED FOR
. GRA vf:L AND SAND FILTER MATERIAL.
J...------1 -------
____ ---~ ... t_· -
··-----
:Alb-, " ...... . . , ~.,,,.' \ J· -·--. ··-:i ' ,J _ .... .,,_. . .}--' -;'" v;-'
J 90
7 -, 0
(])
SCALE: 1• = 10'
5 10
0
. . .
,
• I
20
80 --);~r--"r 1 ' --. -I .\ -~-~ ____ --:J~;j~~:r•Jr~,, ~---------{ 80
l --------I ----------·I
o+oo o+10 o+20 o+JO
OUTFALL PROFILE
SCALE: 1• = 10'
o+40 o+50 o+oo o+10 o+20
SECTION A-A: STLUNQ BASIN
SCALE: NTS
90.-----------,--------,----------,---------,----------,,-----------------.--------, ---------·j' ----------------I ---------------~-----·· -------------1 . -----------. _ _ --------------+'-i
-----------···--------------i-...... ------------1---------f ----I -----1--
------------rt-TON RIPRAP (4.J' THICK) Ovf:R 1.5" GRAvf:L FILTER -----,·--· ----------····------+--_ ------j---
------=--=-~1--BLANKET (1' THICK) ON t ' THICK SAND (25% PASSING NO. --FINISH GRADE ------· ---, EXISnNG GRADE --------------·-t ----
---------------200 SIEVE) LA YER. GEOTEXnLE PER SOILS ENGINEERS' --, ---------------------------~ --------· -· ---l --· --------
,_ ______ + -RECOMMENDAnON CAN BE suasnruTED FOR GRAvf:L AND ---------_______ -_:_-_~--------+--_________________ l_ _ ____ · _
,__ ________ ·-SAND FILTER MATERIAL. (MIRAFl 140N OR EQUAL.) _ ------_____ __ r
90
1------·--·-----t---l___----...._ ·----_) ________ ---+--I/; --•--.;-;,,;,.-----··---------., j ~{~---="':i° 1---ti,. -· ------·
80 I=-: ----, . ----:::._, 0...-:-..... ------------------+-------+ -r -, .. ,,.,.. L ... -~ -. ----. -------_.,, -; -; __ ~" . ft, ,..,=t..--_---.1 ~---· -_---_ _::. -so
~-· .,;,L ..,L .A_.,., j
---·--· ,,.. __ .,_~ ·--,LJ :,;. "f" ~?~•-·7 ~ ~ H -.. "F -~ ~ ~ t! n.. ':>I:.. i· -·----------f· --· ---
==·~---=--_-_-=--=---·_----f~_------~-~_:: ~ J~~-n,, __ ~".:__ ~ ~ ~:_:__ ---t---"=~ . -~~~~~-:-~-=-~ --~-~~:~: =:_ _----j~-:~~~ ~~~fRA~bRttAtf~ES --_-~--~-
___ --------------------------·-------· ------, ---------.. -MATERIAL TO LINE THE BOTTOM -------70 i
o+oo 0+10 0+20
Civil i:ngineering0 Hydrology•Hydraulics0Sed1mentat1on
PO Box 9496 T: {858) 692-0760
Rancho Santa Fe, CA :J2067-4496 F {858) 832-1402
wayne@changconsultants.com • www.changconsuhants.com
o+JO 0+40 o+50
PROPOSED CHANEL AIPRAP PAOFI..E (SI EP POOLS)
SCALE: 1• = 10'
o+60 0+70
70
o+80
O+JO .... ....
J/4" HD GAL V THREADED
ROD PLACE AT EACH
CROSSING BTWN HEADER AND
STRETCHER LOGS (TYP)
HD GALV DOUBLE NUT
AND 1/4" x J" WASHER
(TYP)
NOTE:
BOLTS SHOWN HERE ARE NOT ALL IN THE
SAME vf:RnCAL PLANE. PRECISE vf:RnCAL
AND HORIZONTAL LOCA nON OF BOLTS IN
R£LA nON TO EACH OTHER DEPENDS UPON
EXACT DIMENSIONS OF LOGS USED. DRAWING
IS MEANT TO ILLUSTRATE THE REQUIREMENT
TO BOLT EACH COURSE OF LOGS TO BOTH
ADJACENT COURSES AND AT EACH CROSSING.
LOG CONNECTION DETAIL
SCALE: NTS
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STAGING AREA •
PLAN VIEW
SCALE: 1• • 10'
SUP 15-02
NOTES;
--
CHASE: H C()l,IAN TRUST
5855 SIJNNY CREEK ROAO
CMLSBAD CA 92010
APN: 209-040-15
--
1. CONSTRUCTION ro 1£ PERFORl,lfD rr1TH 1,//N/ OR IEOllM
EXCAVAroRS THAT 111(,L NOT DAMAGE ROOTS. (SEE N01f 1 ON
SHEET 4).
2. £XISTINC TRffS ro BE PR01fCT£D IN Pt.ACE UNt£SS
OJHERIIS£ NOT£D TO BE Rfll0',£0 OR TRMIED .
.l llt'.R(' TO BE PfRf'ORll£D rr1THIN TH£ PfRMANOIT AND
TOIPORARY MIPACT AREA TH£ EXISTING ORA/NAG£ EASOIENT
AND THE STAGING AREA.
4. ALL DIPLOY£E PARKING, EC/UIPIIENT TRAILERS NON-ESSENTIAL
',£HKl£S AND MATERIALS SHALL BE STORED IN OFF'S/1£
STAGING AREA.
5. SANITARY FAC/1../TIES TO BE LOCA T£D IN STAGING AREA.
CCIISTRUClKli NOlfS.•
(j) EXISTING STRUCnJR£S TO BE PROT£CT£D IN PU.CE.
(2) ffl01fCT EXISTING OAK TREES LOCATED rr11HIN STORltl DRAIN
£ASEJENT.
BOU.DEA PLACEMENT NOTES
A
8.
C.
D.
TRENCHING, PI..ACE/rlENT OF SUBGRAD£ MATERIAL AND PLACEMENT OF THE BOULDERS SHAU. BE SUCH THAT THE T<Y'
OF THE UPPERIIOST COURSE OF BOULDERS CONFORII rr11HIN 6-JN<JIES OF TH£ ELEVATIONS SHOIIN CM H
ORArrfNGS.
TRENCHING SHALL BE COIIPl.£TfJJ TO THE REQI.JIRED DEPTHS AFTfR rf/lCH THE SPECJFIED G£07fXTI.E SHALL 8£
INSTALLED PER THE DETAILS AT LEFT. BOULDERS SHALL 8£ Pl.ACED ON T<Y' OF THE SUBCRAD£ BY MEatANICAL
lr/£ANS. DUMPING SHALL NOT BE AN ALLOWABLE PU.CO/ENT IIETH<XJ. EAat COORS£ OF 80ULD£RS SHALL BE
lrlEatANICALL Y C()l,IPACTED. COMPACTION rr1TH EXCAVATOR BUCKET OR OTHER EOU/PltlENT JS ALLOWAa.£
EAat 80IJLD£R SHALL MAKE flRf,I CONTACT rr1TH ADJACENT BOOWERS. BOULDERS PU.CED SIJCH THAT THEY DO
NOT MAKE ARM CONTACT rr1TH ADJACENT BOULDERS SHALL 8£ REPLACED TO CONFORII TO THE SPEC/FICA TIONS
HERfJN. ALL BOULDERS ABOI£ THE 80TT()l,I COURSE SHALL BE BUTTRESSED A 11/NlltlUM OF 0.75 FEET IN THE
DOWNSTREAM DIRfCTION.
ONCE BOULDERS ARE PU.CED THEY SHALL BE BACKALJ.£0 PER THE DETAILS AT THE LEFT. ALL \>aDS BETVl£EN
THE 80ULD£RS SHALL 8£ CHINKED BY HAND USING APPROPRIATELY SIZED MATERIALS PfR TH£ DETAILS AT THE
LEFT SO THERE ARE NO \.QDS REMAINING LARGER THAN J INafES IN ANY 0/IJENSION. IF Ml.IL TIPLE COURSES OF
BOULDERS ARE TO 8£ PU.CED, BACKFIWNG AND CHINKING SHALL OCCJJR AFTrR EACH COURSE AS N£EDED ro
ENSIJRE NO t,OOS LARGER THAN J INCHES REIIA/N ttHEN THE ~ IS COtrlPI.ET£.
"AS BUil T"
RCE ___ EXP. ___ _ DATE
REVIEWED BY
INSPECTOR DATE
1---1-----+------------t---t--t-----r-----t I s,3":TT I CITY OF CARLS BAD ~4
~:::;:::;:;;~:==;;::;:E::N~Gl;::;N~EE::R::IN=G=D=EP=A=R=TM::E:::N=T==~~==~
1----1--+-----------------j---<>-----+----t------1 GRAD NG PLANS FOR:
1
DA TE INITJAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPT10N OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
ACJ.JA I-EDION)A Ci l.E.K S, .... -'ABAN<
RESTORATION PRO.ECT
DWN BY: ---PROJECT NO. I DRAWING NO.
CHKD B'(: --6618 273-30 RVWD BY:
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OFF SI IE ST AGING AREA
CONTRACTOR TO HAVE TEMPORARY
TRAFFIC CONTROL PLAN APPROVED
B't a I T TO SE I UP 01 I 811 E
STAGINQ AREA. {SEE NOTE 2)
Chang®(D[l)gfl]~
Civil Engineering,Hydrology4Jydraulics Sedimentation
P.O. Bm 9496 T (858) 692-0760
Rancho Santa Fe, G4 92067-4496 F: (858) 832-1402
wayne@changconsuttants.COM • www.changconsultanls.com
NOTES
1. FULLY LOADEJJ EQUIPl,/f:NT CROSSING THE EXISTING BRIDGC SHIIU. H01 EXCU.D :t2,000 PO/JNDS.
2. CCM1RACTOR IIAY TAKE UP TO ONE 1RA'lfl. LANE AND ONE Brl<E LANE ON EACH S/OE OF COLLEGE A\£.
CON1RACTOR SHALL MAINTAIN AND IIINI/IU/1' 14' 1RA'lfl. LANE IN EACH DIRECT10N. ONE SIDEWALK IIAY BE
QOSED AS IIEU. S/OEWALI< ,'JJJACENT TO THE HOMES IS TO REMAIN OPEN.
J. THE ACCESS ROUTE ON THE 5855 SUNNY CRrn< RO,IJJ FROIII THE DIRT PORTION OF SUNNY CREEi( RO,IJJ TO
THE PRo.ECT S/1E IS PAl£0 l#TH QASS II AGGREGATE (AS IOENTIFIED ABO~ 1#71-1 DOOBLE LINES).
CON1RACTOR SHALL IIAINTAIN ACCESS RO,'JJ IN CURRENT CONDITION AND REPAIR DA//IAGfD AREAS.
4. NO FUEUNG OR VEH/aE IIAINTENANCE IS ALLOIIED ON SUNNY CREEK ROAD OR st155 SUNNY CREEi( RO,IJJ.
5. CITY, CONTRACTOR, AND PROPERTY OWNER TO INSPECT BRIDGE PRIOR TO IN/TU TING CONSTRUCTION ACTlrfTIE:S
AND AFTER COMPLETION OF PRo.ECT.
6. CON1RACTOR SHALL DOCUIIENT ALL EQUIPIIENT THAT UTIUZES BRIDGE.
.;;of ' .· ..
~-' ~J.~'' .. ,, ~-: .,.,.. .~.
. . . it .. , ' .
. -/.. ' ' ' ., cl;
. PAVED a EEK CROSSINQ"T"e"""
CR08SiNQ TO BE Pl.A I ED DlfflKl
CONSTRUCTION ACTMTIES. PLATES TO BE
FEMOVED FROM TI-E a EEK EVERY-NIGHT.
EXIST1NQ BRC>QE TO BE
"' , Pl.A I ED DURING CONSTRUCTION
·• .~.;-. AClMTES. {SEE NOTE 1) . ' '
OF S'Ji
....... -EA TO THE QTY OF CARLSBAD FECOADED
~ .,.,,..,. """"·•x27, S~::S ~ >KJ. ~
l-,.~·:.i :,~~~ ►·'·'"'
~•' ',.
1~ ,ttl!'· ·.
1' " ~ . , . :-v,." ·i,~
CONmACTOAS ACCESS ROUTE DETAL
NOT TO SCALE
SUP 15-02
•
• •
•
APPfZOVED
'MIS I\ 11\T;-ll<Pf'fl.OV60 .Sir&-f'LA-N
FOR PRa!l:tl ND . .51/P l!S"• p2. ~ C.0 t-lDIT ION
NO . 5 Or (ii\1'. LS lYtO Plfri\N \ N&
COMMl~ION ~SOLi,\ l\ON NO. J:I S:8 IZ. 0,,.,.1 %fZ~ . ),A. e-5 ~ (I, """..,*~ Olr 5, ~ltllfltt'4'i Tl, I> '1,iON DIYlf IO I"
"AS BUILT"
RCF __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
l-----+--+--------------,----t-----t-----t-----J I SH4EET I CITY OF CARLS BAD I SH3 T4S I
ENGINEER ING DEPARTMENT •
;:G::R=A::D=l::NG::'..'.:P:::::L::A:::N::;S:=:;:F:::;O:;;R=, =========:'...:==:::::
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
DA TE INITIAL
CITY APPROVAL
AOOA I-EDION)A a EB.. S, FF1't.eA.N<
FESTORATION PROJECT
-