HomeMy WebLinkAboutChase H. Coman Trust; 2016-05-11;7
TEMPORARY RIGHT OF ENTRY AGREEMENT
THIS AGREEMENT, is made and entered into as of ~~~ t ) 11.-, 2016
("Agreement Date"), by and between the City of Carlsbad, a chartered municipal corporation
("City"), and the Owner of the real property identified below. City and Owner may also
individually referred to as a "Party" and collectively as "Parties."
SUBJECT PROPERTY:
Address: 5855 Sunny Creek Rd., Carlsbad, CA 92010
APN: 209-040-15-00
Owner: Chase H. Coman Trust; Chase H. Coman, Trustee
Mailing Address: 5855 Sunny Creek Rd., Carlsbad, CA 92010
RECITALS
1. The City is proposing a public improvement project as set forth in the approved
construction plans identified as the Sunny Creek Stream Bank Restoration Project (Project No.
6618, Special Use Permit No. 15-02, incorporated herein by reference) ("Project").
2. The Project is located within the boundary of the Subject Property.
3. The Project will include installation of drainage facilities, planting of permanent
landscape, and post-construction maintenance and monitoring of the permanent landscape (the
"Work").
4. In order to complete the Project, Owner will need to grant access to the Project
site by City's contractor's employees and City's employees along Sunny Creek Road as
identified in the construction plans for Project.
NOW, THEREFORE, in consideration of these recitals and the mutual covenants
contained therein, City and Owner, agree as follows:
1. ENCUMBERED AREA. The portion of the Subject Property encumbered by this
Agreement shall be that area identified in the approved construction plans for the Sunny Creek
Stream Bank Restoration Project ("Project site"), including that portion of Sunny Creek Road
from College Avenue to the Project site and the staging area adjacent to the Project site
(collectively, the "Encumbered Area"), as shown in Exhibit A.
2. ACCESS. Owner authorizes and shall provide reasonable access to the City, its
employees or its contractor over and to the Encumbered Area in order to perform the Work
during the term of this Agreement. The Work and all related activities or events shall be limited
and conducted as required by the approved construction plans for the Project, all at City's sole
cost and expense. Owner shall incur no cost or expense in connection with the Work or any
related activities or events. Access during construction shall be provided in accordance with the
construction schedule as shown in Exhibit B. During the post-construction maintenance and
Sunny Creek Stream Bank Restoration Project
Temporary Right of Entry Agreement: 5855 Sunny Creek Rd, APN 209-040-15-00
8
monitoring period, the City, its employees, or its contractor shall give Owner notice at least 24
hours before entering the Encumbered Area, except in the case of an emergency.
3. IMPROVEMENTS WITHIN ENCUMBERED AREA. This Agreement provides the
City or its contractor with the right to enter onto the Subject Property for access to perform the
Work. The City agrees to have its contractor repair any damage to the Encumbered Area that is
caused by or results from the Work and shall remove any and all equipment and materials used
by City or its contractor in conducting the Work and shall restore the Property to a condition
similar to the existing condition before construction.
4. INDEMNITY. The City shall jointly and severally protect, defend, indemnify and
hold harmless Owner and, if applicable, its respective officers, directors, employees, contractors
and consultants, and each of them, jointly and severally, from and against only those claims,
demands, causes of action, damages, costs (including reasonable attorneys' fees), expenses,
losses and liabilities, to the extent arising out of or in any manner connected with the Work, the
entry upon the Subject Property by City and/or its contractor.
5. TERM. This Agreement shall begin on the date shown above and continue in
force until the completion of the maintenance and monitoring period, which is anticipated to end
five-years after the Notice of Completion is recorded by the City.
~~ec...;-e!f H >
C/jV 6. COMPLETE AGREEMENT. This Agreement sets forth the entire agreement
Between the Parties and supersedes other oral or written provisions. No modification of any
provisions shall be binding on either party unless expressly agreed to in writing by all Parties.
7. RELEASE. Upon the termination of this Agreement and restoration in
accordance with the terms hereof, the Owner releases the City and its contractors from any and
all future maintenance or repair responsibilities in the area within the Encumbered Area that is
outside the City's drainage easement.
8. COUNTERPARTS. This Agreement may be executed in duplicate counterparts,
and when executed by both of the Parties each duplicate shall be deemed a single agreement
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be
executed as of the Agreement Date.
CITY OF CARLSBAD, a chartered
municipal orp 'on
/
nRD, City Manager
ATTEST:
Barbara Engleson, City Clerk
By.AA1~e
Sunny Creek Stream Bank Restoration Project
Temporary Right of Entry Agreement: 5855 Sunny Creek Rd, APN 209-040-15-00
9
APPROVED AS TO FORM:
Celia Brewer, City Attorney
By: !l._i,at:t:?t/;;i<:J
~-lrrJt[/AJiv [. c;f7t75Wd
i;(: pu-fl1 , /lt/?JV/A-124, ... ) I
Sunny Creek Stream Bank Restoration Project
Temporary Right of Entry Agreement: 5855 Sunny Creek Rd, APN 209-040-15-00
10
m ENCUMBERED AREA ON APN 209-040-15
NOT TO SCALE
1. FVUY LOADED EQUIPMENT CROSSING THE EXISTING BRIDGE SHALL NOT fXCffD 22,000 POUNDS.
2. CONTRACTOR MAY TAKE UP TO ON£ TRA \IE!. LAN£ AND ON£ BIKE LANE ON EACH SIDE OF COLLEG£ A \if.
CONTRACTOR SHAll MAINTAiN AND MINIMUM 14' TRA\ifl. LANE IN EACH DIRECTION. ONE SIDEWALK MAY BE
CLOSED AS IIEI.L S/D£WALK ADJACENT TO THE HOMES IS TO fi(MAIN OPEN. J. THE ACCESS ROUTE ON THE 5855 SUNNY CREEK ROAD FROM THE OIRT PORTION OF SUNNY CREEK ROAD TO
THE PROJECT SITE IS PAiifD 'lriTH CLASS II AGGREGATE (AS IDENTIFIED ABO\if WITH DOUBL£ UNES).
CONTRACTOR SHAll MAINTAiN ACCESS ROAD IN CURRENT CONDITION AND fi(PAIR DAMAG£D AREAS.
4. NO FUEUNG DR 1/fH/CL£ MAIN"TENANCE IS AUOII£l1 ON SUNNY CRf£K ROAD OR 5855 SUNNY CREEK ROAD.
S. OTY. CONTRACTOR, AND PROPERTY OltNEII TO INSPECT BRIDG£ PRIOR TO /NIT/A TING CONSTRUCTION ACTIVITIES
ANO AFTER COMPLETION OF PROJECT. 6. CONTRACTOR SHAll DOCUMENT AU EOUIPMENT THAT UTILIZES BRIDGE.
EXHIBIT A
11
Exhibit B
Agua Hedionda Creek Streambank Restoration Project
Tentative Construction Schedule
April 2016
Construction Activity Start Complete
Mobilization (survey, submittal review, install Sept. 8, 2016 Sept. 23, 2016
environmental fence, set up storm water
protection devices)
Clear and Grub Sept. 26, 2016 Sept. 27, 2016
Work in creek (Remove grouted rip rap and Sept. 27, 2016 Oct. 3, 2016
temporary rip rap, boulder step pools in
creek)
Log Crib wall, spillway and stilling pool from Oct. 4, 2016 Oct. 12, 2016
storm drain pipeline and slope backfill
Install irrigation and landscaping Oct. 13, 2016 Oct. 24, 2016
180-Day Plant Establishment Period (Weekly Nov. 1, 2016 April 30, 2017
Site Visit)
Long Term Maintenance (Monthly site visit) May 1, 2017 Oct. 31, 2018
2-year maintenance required by permits
Long Term Monitoring (Monthly site visit) Nov. 1, 2016 Oct. 31, 2019
3-year monitoring required by Regional
Water Quality Control board Certification
Assumes Authorization to Bid to City Council May 17, 2016 and Award of Contract July 26, 2016.
12
I
I ~-{iff
I
NOT TO SCALE
LEGEND:
• • • • • • • • • SITE ACCESS
D==t.] DRAINAOC EASENENT
PROJECT NAME
LOCATION MAP
Agua Hedionda Creek Streambank Restoration
(Special Use Permit SUP 15-02)
-
PROJECT EXH IBIT
NUMBER 2 6618
13
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CONSTRUCTION PLANS FOR=
AGUA HEDIONDA CREEK STREAM BANK RESTORATION PR00ECT
PR00ECT NO. 6618
INDEX OF SHEETB
INDEX OF SHEETS
SHfET NO OfM'MNG NO SHffiM!!If ITTI£SHt£T, N01rS, A: \o1CINITr!.IAP N01rS.WD DEMDUITOO DETAIL
GRADING PUNS &DETAILS CON"fflACTORSACCESSROIJTEDETAIL PUNTING PUN PL,I,NT/NGN01rS AND DfTAIL PLANITNGDUNLS IRRIG.4.1/0N pUN IRRIGI.T!OONOTESANDDETNLS
REFERENCE DRAWINGS
!!.IPRO..a!!NTPU.NSFffiCARLSB.A.OGATEWAYCEN'TfR
SPECIAL USE PERMIT SUP 15-02
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
MATT HALL -MAYOR
KEITH BLACKBURN-MAYOR PROTEM
LORRAINE M. WOOD -COUNCIL MEMBER
MARK PACKARD -COUNCIL MEMBER
MICHAEL SCHUMACHER -COUNCIL MEMBER
PATRICK A. THOMAS -PUBLIC WORKS DIRECTOR
LOCAllON MAP
NOT TO SCALE
DECLARATION OF RESPONSIBLE CHARGE
I HERf'Br D£CV.R£ THAT! )Jf THE ENG/Nf:ER OF ~K FOR THIS PRDJ£CT. THAT I HA\£ EXERCISED RESPONSJBI£ CHARG£ O\£R THE DESIGN OF THE PR0£CT AS DEFINED IN SECTION 670J OF THEBU!JNESS AND PROFfSSIDNSCOD£, AND TH,i,T THEDESJGHISCONSISTfNTKfiHWRRENTSTJ.NDARDS.
I UNDUIST,i,ND THATTHECHECKOFPRO.£CT DRA'ft!NGS AND SPECIFICATIONS Br 7HECITrOFCARLSBAD DO£S NOT RElJEVE !.IE ,i,S ENGINEER OF IIO'i'K, OFJJY RESPONSIBJUrtESFORPRO.X::CTDESIGN.
CHANG CONSULTANTS
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REVISION DESCRIPT10N DATE INITIAL
OTHER APPROVAL
"AS BUILT"
f"iiillil CITY OF CARLSBAD 1"""1 L...!_j ENGINEERING DEPARtMENT 9
GRADING PLANS FOR:
AOOA HEDIONDA CREEK STREAMBANK RESTORATION PROJECT
14
GRADING NOTES
(IN ADD1110N 1V TilE RfQUIREMDITS OF CHAPTER 15.16 OF Tilt C~RLSBAD J,IUNICIP~L
<mE) I. THIS PUN SUPERSEDES ~I.L OTHER PUNS PRnfOUSl..Y APPROW BY Tilt CITY OF CM?L5B~OREG&D!NGGRADINGSHO~ ON TI/ISSE:TOFPI..ANS. 2. APPROVAL OF TillS PUN DOES NOT l.£SS£N Ci? WAll£" ANY PCi?1/0N OF THE: CARLSB~D MUNICIPAL. COD£, RESOW1/0N OF COOD/1/0NAL ~PPROVAL, CITY STANDARDS Ci? OTiiER ADD!rla/AL DOCUME:NTS USTDJ HE:REON AS THEY M~Y PERTAIN TO THIS PRO.£CT. THE ENGINEER IN RESPONSJBl£ CH~RGE SH~I.L RE\15£ THESE PLANS I'IHEN NON-Cf)NFORM.ANCEIS DISC()>V?ED. J. CITY ~PPROVAL. OFPUJIS 00£5 NOTR£Utw: TilE DEVELOPER Ci? DIGINffR~OF-'MJRK fROM RESPONSJBIUTY FOR 1HE CXXIREC1/0N OF ERRORS AND OMISSICWS DISCO't'f.RW DURING CONSNIUCTION. ALL PUN R£1;1SICiiS SHAI.l BE PROMP71.Y SUBMITIDJ 1V TilE CITY ENGINEER FOR ~PPROV~L 4. ~RIGHT-OF-WAY PERMIT FROM TilE CITY ENG/NffR l!fLL BE REOU/RBJ FOR ANY KOOK IN THE PUBUC RIGHT OF W~Y. PRIOR TO PERUIT ISSUANCE, A CER1/FIC.A.TE OF INSURANCE AS f\aL ~S ADD/1/0N~L INSURW ENDOOS£MENT 1./UST 8£ FII.BJ NAiliNG
THE CITY OF CMLSB~D AS AN ~DD1110N~L INSURED ON THE PERMI17EE'S PCXJCY IN
THE 1.11/IIMUU AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE Of UABIUTY. THE
INSURANCE Cf)J.IP~NY "M?/71NG TilE POI.JCY MUST H~\f" ~ RA11NG OF·~-· OR BETTER AND A SIZ£ C~TEGOOY OF CUSS '.11 OR BUTfR ~S fSTABUSHED BY •eESTS' KEYR~TING GUIDE 5. NO !KlRI< SHALL BECOI.IMENCED UN11LALLPERMITSHA\f"B£fN OBTAINED FROM IHECITY~ND OIHERAPPROPRI~T£AGENCI£S. 6. APPROVAL OF THESEPUJISBYTH£CITYENG/NffR DOESNOTAUTHOOIZE ~NY
KOOK OR GR~DING TO 8£ PERFORI.I£0 UNTIL THE PROPERTY O~ER'S PERMISSION HAS BEEN OBTAINED. 7. NO R£01SI0NS I!IU BE MADf TO TilES£ PLANS l!f1HOUT THE "M?ITT£N ~PPROVAL OF IHECITY. NOTED l+fTIIIN TIIEREWSJON BLOCK, ON THE APPROPRIATE SHEET OF Til£ PLANSAN01HE11TI.ESHEET.
8. CfiiG/NAI...DRAI+fNGSSHAil BECOME IHEPROPERTYOF 1HECITYUPONBEINGSJGNED BY THE CITY. 9. IHE ORIGINAL ORAI'IING SHALL BE REWSED TO REFLECT AS~BUILT CON01110NS BY mE ENGINEER-OF-WORK PRIOR TO FINAL ,i,CCEPTANC£0F1HE WORK BY THE CITY.
10. ~CCESSFORFIREANO OTHER fJJERGENCY WlctESSHAIJ.Bf. MNNTAINED TO THE PRO..ECT SITE,I,TAIJ. Tll.lf.SOURING CONSTRUC110H.
11. A PRECONSTRUC110NMEETINGSHAI.l BEHELD ~T TilE SIIfPR/OR TO THE Bf.G/NNING OF IIO'IK ANDSHA/.1. 8£ ATTENDED BYAI.LR£PRf.5£NT,1,11VfS RESPONSIBLE FOR CONSmiJCTION, INSPECTION, SUPERVISION, TESTING ~NO ~I.L ~JJltta:ss;~~"':C:JtJIN?'K. CITY I'IILL £ST,I,BUSH A TIME AND LIJC,i.TJON Of ,1,
12. THE CON"TR,I,CTOR SHALL DESIGN, CONSTRUCT .A.NO MAINTMN ALL S#ITt' Ot\1C£S, INC/JJOINGSHORING, AND SHALL BE SOI..El.YRESPONSJBLEFOR CONFORMING TO ALL LOCAl. STA1E AND ffDER~L SAFETY AND HE~LIH STANO~RDS. U!!S AND REGUU.110NS. IJ. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCO>V?BJ I'IITIIIN ANY IIO'IK AREA DuRING CONSTRUCTION, 0P£R).110NS 1\!LL C£~SE IMMED/MfLY. OPER.-\1/0NS IIILL NOT REST~RT UNTIL THE CONTRACTCR H,i,S RECEIV[() "M?ITTEN ,I,UTHORITY FRO!./ THE CJTYTOOOSO. 14. All OPER,1,110NSCONDIJCTEO ON THE SITEORAOJACENT1H£Rf:TO, INCLUDING WARMING UP, REPMR, ARRIVM. OEP,I,R11JRE OR OPER,I,TION OF TRUCKS, EARTHMOVING EQIJIPMENT, CONSTRUCTION EQIJIPMENT .AND ~NY 01HER ,1,S50CW"£D GRADING EQUIPMENT SHALL BE UI.IITDJ TO TilE PU!IOO BETi'ffN 7;00 AU. AND 6;00 P.M. EACH DAY, MOND,I,Y 1HRU FRID,I,Y AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WFIKENDS ORHOI.JDAI'S. (A USTOFC/TY HCXJD,I,YS/5 ,i,VNL.WI..E ,I,TlHEENG/NffRINGDfF,I,RTI./ENTCOUNTER.)
IS. All OFF-SIT£ H,I,UL ROUTES SH~I.L B£ SUBMITTED BY IHE CON"TR,I,CTOO TO IHE CITY £1/G/Nf:ER FCi? APPROV~L 1110 FULL IIORKING O,I,YS PRIOR TO BEGINNING OF -· 16. IMPORT 1./~TERI,I,L SHALL BE OBT,I,INED FRO!./, ~NO WASTE MA7rnf~L SH~tl B£ OEPOSITDJ,I,T, ~ S11E APPROVUJBYTHECITY. THECONNIAGTCRSHAI.l.BE RESPONSIBI..E FOR ,i,NY DEBRIS OR O,IJ,I~Gf OCCURRING ALONG THE HAUL ROUTES ORAOJ~CENTS"TRf.ETS,i,S,i, RESULT OF 1HEGR~OING OPERATION. 17. BRUSH SHALL BE REJIOV[() ONLY K!IHIN IHE AREA TO BE GRADED. NO "TREES ARE TOBEREJIOVUJ UNLESSSPECJFICAll.Y/IOTDJ OH THE PLAN. 18. All ARf.ASSHAIJ.BEGRAOED TO DRAIN. GRMIINGRESULTINGIN 1HEPONOINGOF W,i,TER IS NOT PERMITTED. All EARIHEN SWALES AND DITCHES SHAJ.l HAOf: ~ MINIMUM ONE PERCENT SLOPE. 19. All SLOPES SHALL BE TRIMMED TO A FINISH GRADf TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THESJT£SHAI.L BEI.EFTI/1,1, NEAT AND ORDERLY COND/110N. AIL STONES, ROOTS OR OTHER DEBRIS SHAll BE REAIOV[() AND O!SPOS£0 Of ATA SITE APPROW OFBYTHECITYENG/NEER.
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GRADING NOTES
20. All SLOPES SH,i,U BE IRRIGATED, ST,I,B/UZ£D, PUNTED AND/OR HWRDS££D£0
I'IITHIN TEN (10) 0~\"S OF THf. 11!./E lmEN EACH SLOPE IS BROUGHT TO GRADE AS SHOI'JNONTHEAPPRO't/fDGRADINGPUNS. 21. UNDSC~PING SHAI.l BE ,i,CCOMPUSHED PER THE PUNTING PLAN.
22. THECONTRACTORSHAI.l 't'f.RIFYTHELOC,i.TION OFAIJ. EXJS11NGFAC/UTIES ( ~BOOf:
GROUND AND UNDER GROUND ) l'lf1HIN 1HE PRO.£CT SITE SUmCI£N1LY ,i,HEAD OF GRMJI/IG TO PERMIT THE R£\IISJON OF THE GRADING PLANS If IT IS FOUND 1HA T THE ,1,C1U,I,L LOCATIONS ME IN CONFUCT KITH THE PROPOSED IIO'IK.
2J. THE CON1RACTDR SHAll N011FY AFFECTDJ U11UTY COIJPANIES (S££ BaOW) AT I.£AST2FULL l'rlJRKINGO~YSPRIOR TO STARTING GRADING NEAR THEIRFM:IUTIES AND &M/1. COORO/N,I,TE THE IIO'IK llf111A COMPANY REPRBENT~nVE. UNDERGROUND SERIACE AlERT (800)422-4/JJ
SDGM (B00)411-7343
AT&T (800)892-012J
11UE WARNER CABL£ (760)438-7741
COX COMMUNICATIONS (619)252-1122
CITY OF CARLSBAO(SIREETS & STORM DRAIN) (760)434-2980
CITY OF CARLSB~O(S£\Iffi,WATER & RECI.A/1./ED WA1ER) (750)4JB-2722
•DECLARATION OF RESPONSIBLE CHAROE•
I HEREBY DECLARE THAT I AJ.ITHE DIGINEER OF f\IJRK FOR THIS PROJECT, THAT I H,l,\f" EXERCISED RESPDNSIBL£ CHJ.RGE O'<t]f 1HE DfSJGN Of THE PROJECT ,I,S DEANED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS COD£, AND THAT TIIEDESIGNISCONSISTENTi\lTHCURRENTST,i,ND!IRDS.IUNOERSTAND 1HMTHE CH£CK OF PROJECTDRM.tNGS AND SPtC/FICAT10NS BY TH£ CITYOFC!IRLSB,i,D ODES NOT RE/Jnf: !.IE, AS ENGINEER Of f\IJRK, OF !.IY RESPONSJBIU11ES FOR PRO£CTDESJGN.
FIRM: CHANG CONSULTANTS ADDRESS; PO BOX 9496 CITY, STA1E: RANCHO SANTA FE, C,i, 92067-«96 ~HONE: ~~l!m~9~-tg,~G
Ret: No. of65-f8 EXPIRES: 6/J0/2017
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOI\N ON THE:SE PLANS W~S GDIERATDJ BY FIELD SUR\>EY METHODS
FRO!.I/NFOR!.I,I,TlON GATHERED ON JULY 2014 AND FEBRU,I,RY 2015 BY RIGHT-Of-WAY ENGINEERING SERIACES. TOPOGRAPHY SHOI'M HEREON CONFORMS TO N,I,TION,I,L MAP ACCURACYSTANlMRDS,
PROJECT LOCAllON
JHISPRO.ECT/S LOCA1ED IIITHIN ,I,SSESSORS PARCf.L NUMBER(S); 209--04o-IS THE CAUFORNM COORD/N,i,T£ INDEX OF THIS PRO.ECT IS: N J54 E 168J
SOIL SPECIFIC A 110NS
/IJ1ID.
EROSION CONTROL NOlES
I. IN C,I,SE f.MERGENCY f\IJRK IS REQUIRED, CONTACT SHERR/ HOWARD M 760-802-7728. 2. EQUIPMENT ,i,ND WORKERS FOR £J.I£RGENCY WORK SHALL BE MAO£ AVAILABLE AT ALL 11MES DURING THERMNYSEASON. ,i,LL NEC£SS).RYM,I,"T£R/ALS SHA/1. BE STOCKPII.ED ON SITE AT CONVENIENT LOCATIONS TO FACJUTATE R"-PID CONSTRUC7ION OF IDIPOR,i,RYDEY1C£S I'IH£N RAIN IS £1./INfNT.
J. FOR PROJfCTS COWED BY STATE SI\PPP/llf.l/0, IN ACCORD,i,NC£ \\1111 THE
CONSTRUCTION ORDER ISSUED BY THE CAUFORNIA REGIONAl... W,i,"TER QIJ,I,UTY
CONTROL BOARD, 11!E QU,I,UFIED Sllf'PP PRACTI110NER (QSP) SHALL UPD,i,TE "-ND MAINWN THE WA"TER POIJ.U110N CONTROL (llf'C) PUN TO ADDRESS UPD,1,1ED SITECONOIT10NS OF 11!£ PROJECT. JHE UPO,i,1ED 1\PG PLAN ,i,ND UPD,i,1ED S\\PPP SH,i,LL BE KEPT ,I,T 11!E PROJECT SITE AND 1./,I,DE ,i,V,i./LABLE
TO 11!E CITY INSPECTOR. ,i,DDJT10N,I,L CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED S'M'PP SH,i,LL BE PROVIDED fO ,i,OORES5 SITE CONDITIONS NOT AN11C/PA1ED. THE QSP SHALL REPORT BMP DERCIENCJES TO THE CITY INSPECTOR. 7H£ QSP SHALL OBTAIN ,i,PPROVAL FROM THE QUAlJFIED S'M'PP Df:l.fiOPER ~ND THE CITY INSPECTOR REG,I,RDING ANY SIGNIFIC~NT CHANGES TDBMPDIYLO'IUENT. 4. 111£ CONTR,i,CTOR SHALL R£STORE AI.L £ROS/0N CONTROL DEIAC£S TO WORKING ORDER TO THE SATISFAC110N OF 1HE ENGINEER AFTER EJ\CH RUN-OW PRODUCING RAINF,i,LL 5. TH£ CONTRACTOR SHAI...L IN5T,I,LL ,I,DD/110NAL EROSION CONTROL I.IEA5UR£5 AS MAYBE REQUIRED BY 1HEEJ.JGIN£ER DUE TO UNCOMPLETDJ GRADING OP£R,1,110NS OR UNFORESEEN CIRCU!.ISTANCCS 1\HICH MAY !IRIS£. 6. 11!E CONTR,i,CTOR SHAJ.l BE RESPONSIBLE AND SHA/.1. TAK£ NECESSARY
PRECAUTIONS TO PR£\I£NTPUBUC 1R£SP,I,SS ONTO AREAS 1\HERE IMPOUNDED W~1ERS CREATE ,I, HAZAAOOUS CONDITION. 7. ,i,LL EROSION CONTROL ME,I,SUR£5 PROYIDED PER THE APPROlJFD SWPPP
AND/OR EROSION CON1ROL PLAN SHALL BE INCORPORATED HEREON. B. GRADED ARE,i,S ~ROUND THE PROJECT PERI!.IE1ER MUST DRNN ,1, WAY FROM
11!E FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ,I,LL REAIOV,i,BI£ PR01ECTI\£ 0£\1/CES SHOI\N SHA/.1. BE IN P/.AC£ AT 1HE END OF E~CH WORKING DAY !mEN JHE FIVE (5) OM R,I,/N PROBASIUTY FOREC,i,ST EXCEEDS FDRTYPERC£NT(40%). SILT AND OTHER DEBRIS SHA/.1. BEREJ.I0\>£0 ,i,fTEREACHR,i,INFAl.L
10. ,i,LL GRAVEL BAGS SHALL Bf BURW TYPE 1\1111 J/4 INCH MINIMUM AGGREGRATE. 11. SHOUW GER!./IN~110N Of HYDROSEEDED SLOPES FAIL TO PROYIDE EFF£CTI\£
COVffiAGE OFGR"-DED SLOPES (90% COYf:RAG£) PRIOR TO NO'oruBER 15, TH£ SLOPES SHA/1. BE STABIUZ£0 BY PUNCH STR,i,W INST,i,Ll.ED IN ACCORDANCE !liTH S£CT10N J5.02J OF THEf.ROSIDN AND SEDIMENT CONTROL H,i,NOBOOI< OF THE DEPARTMENT OF CONSERVATION, STATE OF CAUFORN!A.
QENERAL NOlES
NO "TRIMMING OF VEGETATICN SHAll OCCURBETI!fiNFf11RUARY 15 AND SEPTEI.IBER 15 DURING 11!E BIRD BREEDING S£,1,SON, UNLESS ,1, QUALIFIED BIOI..OGIST CONDUCTS ,1, FOCUS£0 SURO'fYFORBIRD NESTS NOT MORE THAN 72HOURSPRIOR TO COMMENC£1./ENT or V£Gf.T~110N TRIMMING ACTIYI11£S. IF ACTIOf: NESTS ME FOUND, TilE CITY'S CONTRACTOR SHAll CEASE \f"GET,1,110N "TRIMMING ACTIV/11£5 I'IITHIN 500-FOOT 8UfF£R ZONE MOUND THE NEST SITE, AS DETERMINED BY ,1, QIJAUFIED 810/.0GIST, UNTIL JUVENILES H~Of: FI.£DGED AND THE NESTING CYCL£ IS COMPLETE. FURTHERMORE, NO ,1,C11VITIES lmiCH liDULDRESULT!NNOJS£l..t1f1.S0:CfED/NG60DBA HOURLYl£0 MTHIN THIS 500-FOOTBUFFER SHALL BE ~LLOMfD DURING THE BIRD BREEDING SEASON.
LANDSCAPE NOTES
REFER TO LANDSCAPE PLANS FORRtw:GET,I,TION TREATMENTS. REVECET,1,110N I+ITHIN CRIBW~I.L SH~LL 8£ CONDUCTDJ CONCJJRREN71.Y I+ITH CML 1\aiK.
TfloiPOIIARYS!.DPEPROTECTION 1VB£ INSTAU.£0 IN REMOVAL ).REA~ ,i,S Na:om.
PO!>alll.l4!15 T: j8Sil)692..0760 RMcfloS¥1taft.CA92067·«96 F.i6SS)832-1402 wayr.e@d1M9..,.il!Aian1500fn • WOffldWltf1llfltl!!IM1scpm
BIOLOGICAL MAPPING DETAIL scM£: 1·-2o'
DEMOLmoN DETAIL
SC~/.£; 1"-10'
LEGAL DESCRIPllON
PORTION OfLOTB OF MAP 823
OWNER
CH"-S£COI.INI 5BS5SUNNYCREEKROAD CARLSB~D. C.-I 92008 760-931-9175
CML ENGINEER
CHANG CONSULTANTS ,I,TT/1; W.-\\1/E W. CHANG
P.O.BDX9496 RANCHO SANT~ FE, C~ 92067
BSB-692-0760
DEVELOPER
CITY OF CARLSBAD ~TTN; SHERR/ HDW~RD 16JSf,i,RAOAYAVfNUE CARLSBAD,C.A.92008 76a-602-2756
LANDSCAPE ARCH.
DUDEK ATTN:JOHNZANZI
605THIRDS1RffT £1/CIN/T~S, C,l, 92024
916-751-4326
REFERENCE DRAWINGS
EARlHWORK QUANTITIES
CUT:---'-" ""'--'-"-" IMPORT; __ lOO_"
EXPORT; __ o_"
REJ./£0/M.:~CY
LS625"
REVISION OESCRIPTlON
SUP15-02
WORK TO BE DONE
JH[ GRADING WORK SHALL CONSIST OF THE CONSTRUCT10N or ALL CUTS AND Flll.S, REJ.IEDIAL GRADING, DRAINAGE FAC/UJ!£5, EROSION CONTROL FACIUTI[S, AND PI.AN11NG OF PERMANENT /.ANOSC!oPING AND PR£PM,1,110N or AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC IJAPS AND REPORTS, A/1. ~S SHO~ OR R£QUIRED ON THIS SET OF PLANS ~NO THE CITY STANDARDS. SPECIFICATIONS, REQUIREMfNTS, RESOLUTIONS ,i,ND ORDINANCES CITED ON THESE PL~NS.
THE GRADING WORK SH~LL BE PERFORMED IN ,I,CCORD"-NC£ 1'11111 JHE F0/1.0WING DOCJJMENTS, CURRENT AT THE 111./E or CONSTRUCTION, ,I,S DIREC1ED BY 1HE CITY ENGINEER.
CARLSBAD!.IUNJC/PALCODE CITY OF CARLSBAD ENGINEERINGSTNIDARDS THISSfTOFPU.NS
THE STAND~RO SPECIFICATIONS FOR PUBUC MKS CONS7RUC110N (GREEN
BOOK). 5. 1HE SAN DIEGO REGION~L STAND~RO DRAI'IINGS AND AS M"-Y BE MODIFIED BY THE CITY OF CARLSB~D STANO!IROS. ENVIRONUENTAL.#'PROVAI... DOCUMENTS DATED DECEMBER 7, 2015 CAUFORNI~ STORM WATER QUALITY ~SSOCI,I,TION 81./P Ct:iYS1RUC110N HANDBOOK AND CALTR.WS CONSTRUC110N SITE BJ.IP MANUAL
PROJECT INFORMA 1lON
R-"--10,000 ZONE: GENERA!... PLAN DES/GNA110N: OPEN SPAC£ UNPL~NNED J. £XIS11NG /PROPOSED LAND USE; RES!DEN1/AL 4. FIRE HAZ,i,RD ZON£: \lffiY HIGH
LEGEND
-so-
STORMW~1ER REQUIREJ.IfNTS m,i,T ~PPLY: EXf.MPT FROM HWRD!.IODIFICA110N?
~ ~=~op:::~TW~~~:::~R:ENTS r=3 iJoS (SEE SIII.IP FOR OOCUI.IENTATIDN)
"AS BUILT"
AGAJA HEDIONDA CREEK BTREAMBANK RESTORAllON PROJECT
15
1-TON RIPRAP (4.3' THICK) OVER
1.5" GRAW:L FILTER BLANKET (1'
THICK) ON 1' 11-1/CK SAND (25%
80 PASSING NO. 200 S/£11£) LAYER.
GEOTE>mL£ PER SOILS ENGINEERS' RECOMMENDATION CAN BE SUBSnTUTED FOR GRAVEL AND
SAND FIL TfR MATERIAL
100'
i 95i
90
0+10
J'DIA!./Df:RFOUNDATIONBOIJLD£R
SffLOGCONIIECTIOHDETAJL BElOW REFERTOU.NDSCAPEPUJISFOR Rf'tfGITATION mE.I.TI.IENTS 'M1HIIICRIBAU
BIOENOINEERED CRIB WALL SECTION B-B
SC,t.l£:1",5'
'" ""'
OUTFALL PAOALE SECTION A-A= STILLING BASIN
SCAL£:1'-10'
'···························································· < I-TON RIPRAP (4.3' THICK) OVER 1.5' GRA\-f"L FILTER
BLANKET {1' THICK) ON 1' THICK SAND (25% PASSING NO. FINISH GRADE [EXISTING GRADE
200 SIEVE) LAYER. CEO TEXTILE PER SOILS ENGINEERS' f RECOMMENDATION CAN BE SUBSTITUTED FOR GRAVEL AND
SAND FILTER MATERIAL. {MIRAF114DN OR EQUAL.) ..-------------------------------
' 1 ' I
(j)
3/4" HD ROO
I"
CROSSING BTWN HEADER AND
STRETCHER LOGS (TYP)
= BOLTS SHOWN HERE ARE NOT AU IN THE
(j)
SAME 'vfRnCAL PLANE. PRECISE VERnCAL AND HORIZONTAL LOCAnON OF BOLTS IN
RELATION TO EACH OTHER DEPENDS UPON EXACT DIMENSIONS OF LOGS USED. ORA WING
IS MEANT TO ILLUSTRA T£ THE REQUIREMENT TO BOLT EACH COURSE OF LOGS TO BOTH 7~+L,,---------:-"::------,-::-----:-'::-------,--::----,--:'::------:c-:::-----=-----:::O+a;o ADJACENT COURSES AND AT EACH CROSSING.
T.(llSSl69Nl160 RanchoSIIli!Fe,CA92061-4496 F.(S$6)8;12-1402 w•yne@<hqcrm•uhlllll•<lllll'~o;!J!!!llal!lM'l!M!H!ll!l
PROPOSED CHANNEL RIPRAP PROFILE (STEP POOLS)
SCAI.£:1"-to'
LOG CONNEC110N DETAIL
SCALE:I"m/0'
BOULDER PLACEMENT NOTES
SUP15-02
STEP POOLS 1-TC#R/PRAP (4.3'11/!CK) 0\fR I.S'GRA\fi RLTfRBUNKET (1'1HICK) ON 1'1HICKSAND(2~PAsstNGNO. 200518£) U.\'fR. GEOrEXTI/.£PERSO/LS£11G1N££RS'R£COI.IIJEIIOATION CAN BE SUBSTITUmJFOR Gl?,\\fi MID SANOfiLTfRMATfRIAL
I
I
~
Uloi/15CFP£R!.IIoNfNTIMPACTS PER BAUJICEHYDROI..OG/CPUJI
I
STDRMDRAIIJEASEJ./£1/T TO 1H£CITYOF CARLS8MJR£CORDEJJJAIIUARY27,/989 ASDor;_UMENT/10.89-0.5404 ----z EXISTING FOI,I. j ------~-ZONE A FI.OOOPUJN ----
U!tl/rs or 1DIPOR,I.RY/MP,I.Crs CHASE H COIIMI TRUST
5855SUNNYCR£IK RO,i.O
=
CARLSBAOCII92DIO M'/1:209-04{)-15
I. CONSTRUCTION TO BE PERFORMED IIIJHM/11/0RMEDIUIJ
£XCIIVMDRS JHATIIILLIIOTD,i.MAGEROOTS. (S££1101E:1 ON
SHffT4). 2. £X/S11NGmffS7V8£PR01E:C1fJJ/NPU\C£UNL£SS 01Hf.RIIriS£1/01f1J TOBER!MOWJJ OR TRIMMED.
.J. liD\'/( TO BE Pf.RFORMED IIIJH/11 JHE P£RJ.IMIENT .A./10 10/PORARY/MPACTAR£4.. JHEfXJSTINGDRAII/AG£EASDIENT AND JHESTAG/1/GAREA 4. ALL EMPL0rf£PARKII/G, EOIJIPMENT mAILERS /ION-ESSENTIAL ';fH/CI..£S.A.I/D MATERIMSSHALL BE STORED IN OfFSI'fE STAGJ/IG AREA S. S»>ITARYFACIUTI£5 T08£LOC),TfDfi/STilGINGAR£A.
cot611?1!Cll0tiNQif<i=
A mENCHING, PLACEMENT Of SUBGRIIOE MMF:RI)J. AND PLACEMENT OF THE BOULDERS SHALL 8£ SUCH 7HilT THE TOP OF THE UPPERMOST COURS£ or BOULDf.RS CONFORM I'IIJH/11 5-/NCHES OF JHE EI.EVIITIOI/S SHO'MI ON THE DRAII!IIGS.
8. m£NCHII/GS1MLLBECOOPL£1ED TO THEREOUIREDDEPTHSAFTER MilCH THE SPECIFIED GE07EX11LE SHALL BE II/STALL£[) PER THE DETAILS AT LEFT. BOULDERS SHALL 8E PLACED ON TOP OF THE SU8GRIIOE BY MECHANICAL MEANS. DUMPING SHALL NOT /£ Ill/ ALLOWABLE PLACEMENT METHOD. f.ACH COORS£ OF BOULDERS SHIILL BE
/JECH.A./1/CIIUYCOWPACIE:D. COOPACT/01/ IIIJHEXCAVATORBUCKETOR OTHER EOUIP!ti£1/T/S ALLOWABLE.
C. V.CHBOULDf.RSHALLIJAKEFIRIJCOI/TilCT I'IITH MJJACENTBOUI.JJERS. BOULDERSPU.CED SlJCH THIIT THEY DO
IIOTJ.IIlKEFIRIJCONTACTI'IIlHilOJACENTBOOLDERSSHALLBEREPLACEOWCONFORIJTOJHESPECIFICII110NS
HEREIN. llLL BOULDERS 1180\E THE 80TTOI.I COURSE SHIIU 8£ BUr7RESSED A MINIMUM OF 0.75 FEET IN JHE DO!WSmEAMDIR£C110N.
D. ONCE BOOWERS liRE PLACED JHEY SHALL BE BllCKFILLED PER JHE D£Tt'JI.S AT THE LEFT. llLL WIDS BErnrtN
JHE BOULDERS SHIILL BE CHINKED BY H.AJID USING M'PROPR/IliE:LY SIZED AIA1ERIIILS PER THE DETAILS AT JHE L£fT SO 1HERE ARE NO 11JJDS REMAINING UoRGER THAN J INCHES IN ANY DI!.IENSICW. IF IJUL 1/Pl£ COURSES Of BOULDERS ARE ro 8£ PU\C£D, BACJ<FIUJNG AND CHINKING SHALL OCCVR AF1fR EACH COIJRS£ AS N££DED ro £NSUR£NO lt!A'DSUJ?GER THill/ JINCHESRDIA/11 llfi£1/ THE M:Y<K IS COIIPLETE
"AS
f'"illl C[TY OF CARLSBAD I'"'ETSI ~ ENGINEERINGDEPARTMENT 9
AOOA HEDIONDA CREEK STAEAMBANK RESTORATION PROJECT
REVISION DESCRIPTION
16
Chan~ .... ___ _
,.0.... ,... .. .,... ___ ,.., .. "..,.. ,. .... ,. ..........,...__._ ---...........
SUP 15-02
"AS BUILT"
--""'·---841[
17
PLANT LIST
BOTANICAL NAME
PL RA PLATANUS RACEMOSA WESTERN SYCAMORE
QU AG QUERCUS AGRIFOLIA COAST LIVE OAK
SA EX SAL/XEXIGUA
SA GO SAL/XGOODDING/1 BlACK WILLOW
I GALLON
TREEPOT4
TREEPOT4
6'-0''LONG POLE CUTTINGS
AS SHOWN ON PLAN
10' AS SHOWN ON PLAN
15' AS SHOWN ON PLAN ,.,.. AS SHOWN ON PLAN
2'-8" AS SHOWN ON PLAN
8 SA LA SALJX LASIOLEPIS ARROYO 'MLLOW PO~~b~I~GS 2'-6" AS SHOWN ON PLAN
1 ' 4 OAK TREE PLANTING LOCATIONS ARE SHO'NN ON THE PLANS: THE CONTRACTOR SHALL INSTALL 4 ADDITIONAL OAK TREES
TO BE FJELD lOCATED BY THE ENGINEER: SEE NOTE THIS SHEET. TOTAL
UNDERSTORY SPECIES 121
AN CA ANEMOPS/S CALIFORNICA VERBA MANSA 1 GALLON 2' LOWER SLOPE
I GALLON 3' LOWER SLOPE
EL YMUS TRITICOIDES CREEPING WILORVE 1 GALLON 2' LOWER SLOPE --~--~~-----·-----------· ·-----···-----~ IVA HAYES/ANA SAN DIEGO MARSH ELDER 1 GALLON 3' LOWER SLOPE
JUNCUS ACUTUS SPP. LEOPOLD/I SPINY RUSH 1 GALLON LOWER SLOPE
JUNCUS MEXICANUS MEXICAN RUSH 1 GALLON 2' LOWER SLOPE
MUHLENBE"RGIA RIGEiNS DEER GRASS 1 GALLON UPPER SLOPE
ROSA CAUFORNICA CALIFORNIA WILD ROSE I GALLON 3' UPPER SLOPE
UPPER SLOPE
TOTAL.
SALIXEXIGUA AS SHOWN ON PLAN
ESTIMATEb DETAILS QUANTifY
" AIP-2,
SIP-3,CJP-3,D/P·3
8 t•l
12
AfP·2, AIP·3,CIP-3,D/P-3
32
"
15
12
" AIP•2,
10 BIP·3.CIP-3,DIP-3
" 15
" " B/P-J,DIP-3
26
178
240
1--AS_S __ HOW __ N_O_N_PL_AN-+--"-0 ---4 AIP·J, ~~~. DJP..J
AS SHOWN ON PLAN 3SO
SALIX GOODD/NG/1
SALIX LASIOLEP/S
TOTAL 720
~
5' 2.5' 0 5' 10' 15'
GRAPHIC SCALE: 1"= 5'-0"
SHEET NO."' DRAWING NO.
5 P-1 6 P-2 7 P-3 8 1-1 9 1-2
SPECIAL USE PERMIT SUP-15-02
ES AND DETAIL ILS N ITS AND DETAILS
* THE lANDSCAPE PLANS COMPLEMENT AND SUPPORT THE CIVIL PLANS PREPARED BY CHANG CONSULTANTS.
ROVED FOR REMOVAL BY IS11NG OAK TREES HAVE ~~Bb~~Jf.URPOSES, ASSUME 2
THE PROJECT PERMITS REQUIRE THAT THE CITY MITIGATE FOR OAK TREES REMOVED. THEREFORE, THE CONTRACTOR SHALL PROCURE AND INSTALL 4 ADDITIONAL OAK TREES ~QUERCUS t8~~~~ABf~~lT EL~~~N~t~.' T~~ft21fo5~&Nf0usf
INFORMATION. THESE 4 OAK TREES SHAll BE INSTALL PLANT PROTECmN CAGES; REFER TO OETAIL 8, SHEET SPECI~CATIONS.
SEED MIX -TYPE 1
SYME'IOL ::: ;,
~~~f ,;',
1:'(::;', ..
BOTANICAL NAME COMMON NAME J>UIU! UVE SEED RATE
POUNDS/ACRe
AMBROSIA PSILOSTACHYA WESTERN ~AGWEED 6 2.0
ARTEMISIA DOUGLAS/ANA DOUGLAS MUGWORT 10 2.0
ARTEMISIA PALMERI SAN DIEGO SAGEWORT 10 10
D/ST/CHL/5 SP/CATA COASTAL SAlT GRASS 70 20
EL YMUS TRIT/C/0/DES CREEPING WILD RYE 60 4.0
JUNCUS BUFONIUS TOAD RUSH " 3.0
MUHLENBERG/A RIGENS DEER GRASS 60 1.0
TOTAL 11.0
D ALL AREAS DISTURBED BY ANY TEMPORPRY IMPACTS DUE SAID AREAS SHALL BE PREPARED FOR PlAN1lNG ACCORDING WITH SEED MIX TYPE 1. REFER TO CIVIL PLANS FOR THE
REFER TO SHEETS P-2 AND P-3 FOR PlANTING NOTES, DETAILS, CROSS-SECTION, AND ADDITIONAL INFORMATION.
REFER TO SHEETS 1-1 AND 1-2 FOR IRRIGATION PlANS, NOTES, DETAILS, AND ADDITIONAL INFORMATION.
z
Y: 0 w i= w <(
0::: 0::: :z (_) 0 <( 1-_j <( lf) Q_ 0 w
C) z 0:::
:z 0
i= 0 Y:
:z w z
<( I <(
_j rn Q_ <( :::;;;:
:::J <(
Cl w
<( 0::: 1-lf)
-100% FINAL SUBMITTAL -FOR BIDDING & CON TRUCTION-
18
T SITE TO VERIFY SITE WORK SHOWN IN THESE NTRACTOR SHALL REVIEW PRE -CONSTRUCTION MEETING WORK.
5. ALL PROJECT WORK AREAS SHOWN ON THESE PLANS ARE APPROXIMATE THE CONTRACTOR SHALL STAKE PROJECT WORK AREAS FOR VERIFICATION AND APPROVAL BY THE ENGINEER BEFORE BEGINNING WORK.
6. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE WORK.
7. ACCESS TO THE WORK AREAS SHALL BE AS SHOWN AND PRESCRIBED ON THE CIVIL PLANS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING IMPACTS TO ANY EXISTING SITE b~~luR~l~E 0~JR~~W5. VEHR;et10~LA~t~1~N~R s1f{Ar&%J~s T~,fMf~BdE~~ ~~rKc~~Et'Kcrg~L§W,LL ~RP~~~~IR!~o A~~~~~ ~~t~tst~~9d~-~~N~H~N~NI~IN1~~ ~~~ET~~ECI~. THE CONTRACTORS
9. THE CONTRACTOR SHALL INSTALL AND MAINTAIN BMP'S FOR THE DURATION OF THE PROJECT f~~st~~LCTI\:MERI~8olt5N~~EBCJ~g ~AY T~t fi/81U1~l~ B~~{~s o~H~~s~~A~ rfAFJ(A1~1BK~D 0~TE
CONDITIONS.
10. T SHALL THE SOIL LLY A
FOR SOIL EROSION CONTROL MEASURES THAT MAY BE E CONTRACT PERIOD. NOTIFY THE ENGINEER IF THERE NS THAT REQUIRE MANAGEMENT WHEN THE
11. ALL WORK SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF THE CITY OF CARlSBAD STANDARD CONSTRUCTION SPECIFICATIONS AND DETAILS, AND ACCORDING TO THE PROJECT DRAWINGS AND SPECIFICATIONS.
12. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY SYSTEMS BEFORE THE START OF ANY PHASE OF CONSTRUCTION THAT MAY CAUSE DAMAGE TO EXISTING STRUCTURES. ~~~~R~E/c;R D~~AttE~~ WE~?g~~fBL~x~f~~GT~l~~r~~~R1R~~Yc~3~~T 26;-5?3fcEbH~TIUTIEs. TO THE SATISFACTION OF THE ENGINEER AND AT NO EXTRA COST TO THE CrTY.
13. L CONTAC WITH THE S. ALL Fl OF SAID FULL RE CTED BY , AT NO
14· t1~~~~u~~% Tn~lt~Tl~Nf,~R~Ht~~~~L 'i:WIJ'~(th9~G ifRA~7~tE~lAWs~TW~~EVcn~~~MA~~ELS OR SLOPES BETWEEN FINISH ELEVATIONS AND EXISTING ELEVATIONS.
15. SPREAD EXCESS SOIL MATERIAL EXCAVATED FROM PLANT PITS TO ESTABLISH SUBGRADES IN SURROUNDING PLANTING AREAS ACCORDING TO THE DIRECTION OF THE ENGINEER.
16. COMPACT SOIL IN PLANTING AREAS TO A MAXIMUM OF 85% RELATIVE DENSITY COMPACTION.
17· ~5~DL&gf~5A~~~INR~~~~~~~D 0~TA~~~NGTErt~~E o0J 83~LI1REU~~~~uf~6tM~~~N6Ht6LT~~ CIVIL
PLANS.
18. THE CONTRACTOR MAY BE RESPONSIBLE FOR THE POST-INSTALLATION PLANT ESTABLISHMENT PERIOD AS PRESCRIBED IN THE SPECIFICATIONS, AS AN OPTIONAL BID ITEM.
19. AT ALL TIMES REFER TO THE PROJECT SPECIFICATIONS AND DETAILS ON THE DRAWINGS FOR ADDITIONAL REQUIREMENTS.
20. THE GRA SAID REC
OIL CONDITIONS AND NEEDED AMENDMENTS AFTER FINISH A MINIMUM OF 2 REPRESENTATIVE SOIL SAMPLES AND HAVING ULTURAL SUITABILITY AND FERTILITY, WITH AMENDMENT
22. CONSTRUCTION STAGING SHALL OCCUR IN A MANNER THAT NO OVERNIGHT STORAGE OF Q~g~~fi~N X~t'J~RUCTION MATERIALS, OR EXCAVATED MATERIALS SHALL OCCUR WITHIN NATIVE
23. A CERTIFIED ARBORIST SHALL PROVIDE WRITTEN DIRECTION TO THE CONTRACTOR TO PROVIDE jMR~LllJJ~~~NSNfr-~e~J'RRK~NING OF TREE ROOTS, TRUNKS AND LIMBS DURING THE COURSE OF
2. THE REVEGETATION WORK WILL BE CONDUCTED CONCURRENT WITH THE ENGINEERING CONSTRUCTION FOR SEAMLESS INSTALLATION OF THE BIOTECHNICAL TREATMENTS SHOWN ON THE PLANS AND CROSS-SECTION.
3. p F s EX
4. ~~fci~~Ef-r~~~IO:NtO~Oirf'~~~¢~1~N R~~L6M~{~g£~o~~~L A~~HA~~LtTAJ~~~~~~~CORDING TO THE
5. *Rk ~~[GNfrW~~~NX~~e~~~TifRb~SJS c~~R8[B§k\,~~~ssTs~fLLc~tt'~~D P~BE,Rr~~~~D FROM
OPERATIONAL, AND APPROVED BY THE ENGINEER BEFORE PLANTING AND/OR SEEDING.
6. ALL C SHALL BE ADEQU E AND SIZE. ROOT BOUND NTS WILL NOT BE ED. A FREE OF PESTS L BE IN A HEALT IGORO MATER~LS REJEC HALL BE REMOVED E AN BY THE CONTR COST.
7. THE CONTRACTOR SHALL FOLLOW THE LAB TESTING SOIL AMENDMENT RECOMMENDATIONS AND QUANTITIES AS PRESCRIBED IN THE SPECIFICATIONS AND SOILS ANALYSIS RECOMMENDATIONS BEFORE ANY PLANTING OR SEEDING.
8. ALL CONTAINER PlANTS MUST BE PLANTED WITHIN 10 WORKING DAYS FOLLOWING DELIVERY TO THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND PROTECTING ALL PLANTS AND MATERIALS STORED ON-SITE.
9. CON PLANTS TO THESE DRAWINGS TO MIMIC FORM ROWS. ONCE ALL THE OR SHALL ACQUIRE FINAL LES OR INSTALLING POLE
NT DIST PLANTS FROM TH
10. PLANT MATERIAL QUANTITIES SHOWN ON DRAWINGS ARE INFORMATIONAL ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANT MATERIAL REQUIRED. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE ENGINEER.
11.
12. POLE CUTTINGS SHALL BE HARVESTED FROM LIVE HEALTHY TREES COLLECTED AT CITY-APPROVED LOCATIONS.
13. ALL DONOR TREES FOR POLE CUTTING MATERIALS SHALL BE PRE-APPROVED BY THE CITY. ALL SALVAGE, PREPARATION AND INSTALLATION OF POLE CUTTINGS SHALL CONFORM TO THE SPECIFICATIONS.
14. ROOTING HORMONE SHALL BE APPLIED TO THE BELOW-GRADE PORTION OF THE POLE CUITINGS BEFORE INSTALLATION.
15. PlANTING HOLES FOR POLE CUITINGS SHALL BE AUGERED AS DETAILED ON THE DRAWINGS. THE w\([~~NI~T~D§~c\Wt\_L ~UERI~~C~~~t~tt,~gn. NATIVE SOIL AND TAMPED IN PLACE; JET SOIL WITH
16. SOIL SURROUNDING POLE CUITINGS SHALL BE KEPT MOIST DURING THE PLANT ESTABLISHMENT PERIOD.
17. CONTAINER PLANTS AND POLE CUTTINGS SHALL BE PLANTED ACCORDING TO THE DETAILS ON THE i/f{r~~C\fiD~ND THE SPECIFICATIONS, AND SHALL BE WATERED THOROUGHLY IMMEDIATELY AFTER
18. PLANTING HOLES SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN COMPLETELY BEFORE PLANTING CONTAINER PLANTS.
,,. ~OVr.f~IJtT~NND ~5'Ni~Rr~0~J~r~~N~ErlhHT~ YA~v!Et5E~~~~~NcN~J~¥TtMfk~~JJ ~~Tr~E PLANS.
20. SEEDING WILL BE CONDUCTED BY WAY OF BROADCAST SEEDING. SEEDING WILL BE CONDUCTED
BEFORE ENCLOSING THE FABRIC ENCAPSULATED SOIL (I.E., SEED MUST BE IN CONTACT WITH THE HN~o~r&~~R T~~ I~8RAftt«Ee~A~?N6s Agfvr~~~o J~ £~ f~~~o~cEbED ~~O 0 SPECIFICATIONS FOR ADDITIONAL REQUIREMENtS, PRESCRIPTIONS,
21. ALL CONTAINER PLANTS AND ALL CUTTINGS WILL BE WATERED IMMEDIATELY AFTER INSTALLATION.
22. REFER TO SPECIFICATIONS FOR ADDITIONAL SEEDING AND PLANTING REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PLANTING PREPARATION AND PLANT ESTABLISHMENT.
SPECIAL USE PERMIT SUP-15~2
M'R0NcJn6u8l\'fiP~I.:N~F E~~fBD~M~~l~~~fiWANt~E NS. REFER TO SPECIFICATIONS FOR ADDITIONAL PLANT QUIREMENTS.
2. THE PLANT ESTABLISHMENT PERIOD WILL BEGIN IMMEDIATELY AFTER ACCEPTANCE OF THE SEEDING, PLANTING, AND IRRIGATION SYSTEM INSTALLATION, AND IS EXPECTED TO CONTINUE FOR ~A~m~A~M RtFEt ~B~WM/1t~TI~AJ~) AND UP TO 24 MONTHS AS DIRECTED BY THE CITY OF
3. PLANT ESTABLISHMENT WILL INCLUDE WATERING, IRRIGATION SYSTEM OPERATIONS AND ~~~J~~A~E% ~et'N'f~'lJI~~dN¥1~~t61~XGDj~ JlEEffiBS CONTROL, DEBRIS REMOVAL, AND
4. THE TARGET SURVIVAL RATES FOR THE REVEGETATION PLANTINGS AND SEEDING AT THE END OF THE PLANT ESTABLISHMENT PERIOD SHALL BE AS PRESCRIBED IN THE SPECIFICATIONS.
5. AT NO DAMAGED F SE SIZE COLOR WILTIN~ ALL ANY P SYMPTOMS OF ' !WYEA~o , g~~~~fSw?t~~ACK,
STRESS (CAUSED BY OVERWATERING OR UNDERWATERINGI, STUNTED GROWTH, WILTING, PREMATURE LOSS OF LEAVES (FOR DECIDUOUS SPECIES , AND PREMATURE YELLOWING OF LEAVES (FOR DECIDUOUS SPECIES).
6. ALL TREES AND SHRUBS SHALL BE MAINTAINED REGULARLY TO PROMOTE HEALTH AND ESTABLISHMENT.
7. DEAD BRANCHES AND DEBRIS SHALL BE REMOVED AS QUICKLY AS POSSIBLE AND DISPOSED OF OFFSITE ACCORDING TO STATE AND LOCAL REGULATIONS.
8. FERTILIZATION AND PEST CONTROL MANAGEMENT SHALL BE CONDUCTED AS NECESSARY TO ADDRESS SITE PROBLEMS.
9. DEAD PLANT MATERIALS SHALL BE REMOVED OFFSITE ACCORDING TO STATE AND LOCAL ~~%U~T1f~;S~~~IN~LA0NJScfnffk ~§ 8~itMX[Ey ~~~cm~D~DENTICAL SPECIES, IN THE SIZES
10. THE IRRIGATION SYSTEM SHALL BE REGULARLY MAINTAINED TO ASSURE ADEQUATE OPERATION AND TO MEET THE NEEDS OF THE PLANT MATERIALS.
NOTES:
12"STAPl£SSET12'0.C.(TYP);
REFER TO SPECS
BOULDERSPERCIVILENGINEERINGPlANS
CONTAINERPLANTING;REFERTOPlANllNG
PLAN, AND DETAIL C, SHEET P-3 P.LANTAElii .. FilL .. soiL,
85 :r. COMPACTION, lYP.
8RUSHLAYERING:3 LAYERS OF CUTTINGS WITH f 'INCH" OF' NAIIVE 501[
BETWEENLAYJ::R
1. CONFORM AND ADAPT TO SITE CONDmONS; FIELD LOCATE Ali COMPONENTS FOR APPROVAL BEFORE INSTALLATION. 2. FABRIC ENCAPSULATED SOIL SHALl BE CONSTRUCTED USING A COMBINED COIR FABRIC WRAP OF COMPACTED SOIL:
INNER LAYER SHALl BE EROSION CONTROL BLANKEfS, OUTER LAYER SHALl BE EROSION CONTROL NETTING. PLACE BRUSH LAYER CUTTlNGS AS 8 CUTIINGS PER LINEAR FOOT PER LAYER FOR A TOTAL OF 24 CUTTINGS PER FOOT.
REFER TO PLANTlNG DETAILS ON SHEET P-J FOR ADDITIONAL INFORMATlON AND REQUIREMENTS. REFER TO SPECIFlCATlONS AND CIVIL ENGINEERING PLANS FOR ADDITIONAL INFOR~JATlON AND REQUIREMENTS.
FABRIC ENCAPSULATED SOIL WITH PLANTING
NO SCALE SECTION
11~1~ j j !I
hhh
--' z
<( ::,c 0
f-w i= LU w <( 0 0::: 0:::
0 u 0 :z f---
<( <( lf)
0 w
(/) z 0:::
LU 0 f-::,c 0 0 z :z w <( :r: 0 OJ :z <( 2
f= =:! <( :z 0 w
<( <( 0::: --' f---0... lf)
-100% FINAL SUBMITTAL -FOR BIDDING & CONSTRUCTION-
19
f~B\ CONTAINER PLANTING ~~ POLE CUTTING p 3 NO SCALE SECTION '~=:V NO SCALE
STEP 1: CUT FABRIC STEP 2: PLACE PLANT
STEP 3: SECURE FABRIC
PLAN VIEW PLAN VIEW
lli)llii:
POLE CUTTING
SECTION
1. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR ADDITIONAL INFORMATION.
2. !-SLIT IN EROSION CONTROL FABRIC TO BE EXECUTED AS SHOWN IN THE PLAN
VIEW AND AS PRESCRIBED IN THE SPECIFICATIONS.
3. REFER TO DETAILS ON THIS SHEET FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
DR 0 s
@ PLANTING IN FABRIC f'3 NO SCALE SECTION
CONTAINER PLANT SECTION
SPECIAL USE PERMIT SUP-15-02
ITEM DESCRIPTION
PLACE
NOTE:
PLANT PROTECTION CAGES SHALL BE INSTALLED FOR SELECT TREES AS PRESCRIBED
ON THE PLANS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
SECTION
NOTES:
1. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR ADDITIONAL INFORMATION.
2. REFER TO CIVIL ENGINEERING PLANS FOR LOG STRUCTURE CONSTRUCTION.
3. PLANTING SHALL BE CONDUCTED CONCURRENT WITH LOG AND ROCK STRUCTURE CONSTRUCTION.
REFER TO SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
z
'<' 0 w 1-w <(
{/) 0:: 0:: _j (_) 0 ::;;:;: 1-f-<( (f) LLJ 0 w 0 z 0::
0 0 :z 0 '<'
f-w z :z I <(
<( rn
_j <( 2 o.._ <( :::J C) w
<( 0:: 1-
(f)
-100% FINAL SUBMITTAL -FOR BIDDING & CONSTRUCTION-
20
~ N 0 R TH
GRAPHIC SCALE 1"= 5'-0"
SPECIAL USE PERMIT SUP-15-112
IRRIGATION LEGEND
~ uoDE"'S'-"CR"'IP-"TI,ON,_ _____ _
~ SPRAY SPRINKLER -90-0EGREES
e SPRAY SPRINKLER -180-DEGREES
(/) SHUT-OFF / MANUAL CONTROL VALVE
LATERAL LINE (ON-GRADE)
MAIN LINE (ON-GRADE)
INTAKE HOSE (ON-GRADE) m PUMP
9 FOOT VALVE
TYPICAL VALVE CALL-OUT REFERENCE: g 4 56 -GALLONS PER MINUTE PER VALVE --VALVE NUMBER
::;_-----VALVE SIZE PER PLANS
ADJUST SPRINKLER ARCS FOR COVERAGE OVER PlANTING AREAS.
REFER TO SHEETS P-1, P-2 AND P-3 FOR PLANTING PLANS, NOTES, DETAILS, AND ADDITIONAL INFORMATION.
REFER TO SHEET 1-2 FOR IRRIGATION SCHEDULE, NOTES, DETAILS, AND ADDITIONAL INFORMATION.
~il~jj!l
~~~~~r~
z
y: 0
w i= w <{
::z: 0::: 0:::
<t u 0
--' 1-o..._ <{ (f)
0 w ::z: z 0::: 0 0 ;::::: 0 y:
<t w z :::2 I<{ IX co IX <{2 ~<{ c:>w <(0::: 1-(f)
-100% FINAL SUBMITTAL -FOR BIDDING & CONSTRUCTION-
21
IRRIGATION SCHEDULE
___ffii§QL_ MANUFACTURER MODEL NUMBER
~
e
(])
m
v
HUNTER PROS-00-PRS40-MP2000-90 (90-210)
HUNTER PROS-00-PRS40-MP2000-90 (90-21 0)
KBI PVC SCHEDULE 80 BALL VALVE, 1" SIZE
BY CONTRACTOR PVC SCHEDULE 40 -SIZE PER PlANS
BY CONTRACTOR PVC SCHEDULE 40 -SIZE PER PLANS
BY CONTRACTOR INTAKE HOSE, 2" SIZE
BY CONTRACTOR ENGINE -DRIVEN PUMP
BY CONTRACTOR FOOT VALVE, 2-INCH SIZE
TYPICAL VALVE CALL -OUT REFERENCL 4 56 ---GALLONS PER MINUTE PER VALVE
--VALVE NUMBER
~VALVE SIZE PER PlANS
DESCRIPTION
SPRAY ROTATOR SPRINKLER ON RISER
SPRAY ROTATOR SPRINKLER ON RISER
SHUT-OFF I MANUAL CONTROL VALVE
ON-GRADE NON-PRESSURIZED lATERAL LINE PIPE
ON-GRADE PRESSURIZED MAIN LINE PIPE
ON-GRADE STANDARD TRASH PUMP INTAKE HOSE
PORTABLE, SELF-GENERATING PUMP
IN-TAKE VALVE I SCREEN
REFER TO DETAILS THIS SHEET, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
DESCRIPTION
PVC lATERAL PIPE TO SPRAY SPRINKLER HEADS UBBLE S
A A
SECTION
ARC RADIUS
90 20'
180 19'
PSI GPM
40 0.40
40 0.74
where o lico le
EAD 0 ISE TO STAKE -MIN. 3
SPECIAL USE PERMIT SUP-15-02
IRRIGATION NOTES
~~~~o'U~?~a610~ER~?J\~N11L~JlJTss'f~9RJ~~ ~bT1~~~~l~~N~~~P~bl~~GAf~~c~nSN@F T~H[Sit2h~HEs~?etJ~~MENT
PERIOD. WATER WILL BE APPLIED IN A WAY TO ALLOW FOR THE 'WEANING OFF' OF PlANTS.
2. IRRIGATION WILL BE CONDUCTED USING A TEMPORARY MANUALLY-OPERATED OVERHEAD SPRAY SPRINKLER SYSTEM.
3. THE EXISTING CREEK WILL BE USED TO SUPPLY THE WATER FOR THE IRRIGATION SYSTEM. A MOBILE ENGINE-DRIVEN PUMP WILL BE USED TO DRAW WATER FROM THE CREEK TO PROVIDE THE REQUIRED WATER PRESSURE AND FLOW TO ENERGIZE THE IRRIGATION SYSTEM. AT THE CONTRACTOR'S DISCRETION OR IF NEEDED DUE TO LOW FLOWS IN THE ~~~~~IC~~IbE~STRUCKS MAY BE USED TO SUPPLY WATER TO THE IRRIGATION SYSTEM FOR THIS PROJECT. REFER TO THE
4. THE IRRIGATION SYSTEM WILL BE INSTALLED IN SEPTEMBER, WITH A FULLY-OPERATIONAL SYSTEM IN PlACE BY SEPTEMBER 30. THE IRRIGATION SEASON IS EXPECTED TO BE MARCH 15 THROUGH DECEMBER 15 ANNUALLY.
5. TED ON NOT SHOW ALL OF THE CONSTR OR SHALL BE RESPONSIBLE FOR SYSTEM LOCATIONS. THE CONTRACTOR THE INS NAL SYSTEM TO MEET THE INCLUD
6. PIPE LOCATIONS ARE DIAGRAMMATIC FOR GRAPHIC ClARI1Y; WHEREVER POSSIBLE, PLACE IRRIGATION PIPE IN PLANTING AREAS.
7. COORDINATE IRRIGATION EQUIPMENT PlACEMENT WITH INDIVIDUAL PlANT PlACEMENT TO MAINTAIN A 2-FODT CLEARANCE BETWEEN THE HEADS AND THE PlANTS.
8.
9. IRRIGATION EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE DETAILS, THESE DRAWINGS, AND THE SPECIFICATIONS.
NOTE:
AlL METAL STABIUZER ASSEMBLIES SHALL BE THOROUGHLY CLEANED AND DIPPED IN A RUST INHIBITOR PAINT.
DESCRIPTION
TO BE 3 8 STEEL ROUND BAR STOCK WELDED TO STAKE lYP. Sl E AS NOT D ON PlANS
LATERAL LINE PIPE ANCHORING
SECTION
U) z __J
<( y: 0
I-w i= LLJ w <( 0 0:: 0::
0 (_) 0 :z: I-
<( <( Vl 0 w U) z 0:: LLJ 0 I-y: 0 0 z :z: w I<( :z: OJ
0 <(2' ;::: :::J<( <( 0w ~ <(0:: n::: I-n::: Vl