XXV. Pursuant to SBMC Section 7.34.100, Construction hours are limited to 7:00a.m. to 7:00p.m. Monday through Friday and 8:00 a.m. to 7:00p.m. on Saturday. No work is allowed on Sunday or holidays unless specifically approved pursuant to 7.34.100B. Engines shall not be started, no construction -related materials shall be moved, or any other construction related activities occur outside of these hours. Work is not permitted on the beach on Saturdays without written approval of the City Manager.
C. Prior to Final Inspection of the project, the Applicants shall:
I. Submit certification to the City Engineer from the Geotechnical Engineer and the Civil Engineer of Record for the project that they have inspected the project and certify that it was constructed per the approved plan, specifying the date of the plan.
II. The Applicants and/or contractor shall repair any damage caused to the Solana Beach property and facilities including, but not limited to, Fletcher Cove ramp and parking lot to the satisfaction of the City Engineer.
D. The Applicants shall provide for and adhere to the following Conditions:
I. All development on the site shall substantially conform to the final Conditional Use Permit Plan approved by the City Council.
II. The property owner shall be responsible to immediately remove, in perpetuity, any graffiti or other markings should they appear on the project exterior face. If erosion exposes the steel rebar, the Applicants or their successor in interest shall arrange to apply a sculptor-coat of concrete over the exposed steel to match the natural bluff. The property owner shall be responsible for the removal of the structure or any portion thereof.
Ill. If requested by the City Manager or his designee, the property owner or their successor in interest shall install and maintain signage about unstable bluffs fronting their property.
IV. The Applicants shall provide "As-Built" plans and all certifications required to the City, before the City will release the performance bond as indicated herein.
6. ENFORCEMENT: Pursuant to SBMC 17.72.120(8) failure to satisfy any and all of the above-mentioned conditions of approval is subject to the imposition of penalties as set forth in SBMC Chapters 1 .1 .6 and 1.18 in addition to any applicable revocation proceedings.
II
II
II
II
Resolution 2019-07 4
325 and 327 Pacific Ave. CUP/DRP
7. EXPIRATION: The Conditional Use Permit for the project will expire 24 months from the date of project approval unless the Applicants have obtained building/grading permits and commenced construction prior to that date, and diligently pursued construction to completion. An extension of the application may be granted by the City Council.
8. INDEMNIFICATION AGREEMENT: The Applicants shall defend, indemnify, and hold harmless the City, its agents, officers, and employees from any and all claims, actions, proceedings, damages, judgments, or costs, including attorney's fees, against the City or its agents, officers, or employees, relating to the issuance of this permit including, but not limited to, any action to attack, set aside, void, challenge, or annul this development approval and any environmental document or decision. The City will promptly notify Applicants of any claim, action, or proceeding. The City may elect to conduct its own defense, participate in its own defense, or obtain independent legal counsel in defense of any claim related to this indemnification. In the event of such election, applicant shall pay all of the costs related thereto, including without limitation reasonable attorney's fees and costs. In the event of a disagreement between the City and Applicants regarding litigation issues, the City shall have the authority to control the litigation and make litigation related decisions, including, but not limited to, settlement or other disposition of the matter. However, the Applicants shall not be required to pay or perform any settlement unless such settlement is approved by applicant.
Resolution 2019-074
325 and 327 Pacific Ave. CUP/DRP
9. NOTICE TO APPLICANT: Pursuant to Government Code Section 66020, you are hereby notified that the 90-day period to protest the imposition of the fees, dedications, reservations or other exactions described in this resolution commences on the effective date of this resolution. To protest the imposition of any fee, dedications, reservations or other exactions described in this resolution you must comply with the provisions of Government Code Section 66020.
Generally the resolution is effective upon expiration of the tenth day following the date of adoption of this resolution, unless the resolution is appealed or called for review as provided in the Solana Beach Zoning Ordinance.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Solana Beach, California, held on the 22nd day of May, 2019, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Councilmembers - Zito, Edson, Hegenauer, Becker
Councilmembers - None
Councilmembers - Harless (Recused)
Councilmembers - None
DAVID A. ZITO, Mayor
APPROVED AS TO FORM:
RESOLUTION CERTIFICATION
STATE OF CALIFORNIA }
COUNTY OF SAN DIEGO SS.
CITY OF SOLANA BEACH
I, ANGELA IVEY, City Clerk of the City of Solana Beach, California, DO HEREBY CERTIFY that the foregoing is a full, true and correct copy of Resolution 2019-074 approving a Conditional Use Permit (CUP) and Development Review Permit (DRP) for Emergency Coastal Bluff Repairs below 325-327 Pacific Avenue, Case No. 17-18-28, Applicants: Laughlin and Greenberg as duly passed and adopted at a Regular Solana Beach City Council meeting held on the 22nd day of May, 2019. The original is on file in the City Clerk's Office.
ANGELA IVE ' CITY CLERtf ---~
--p CERTIFICATION DATE: . ~ cti(l ,2019
GENERAL NOTES
J. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE
APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY
PRIVATE ROAD SHOl.'N HEREIN FOR PUBLIC ROAD PURPOSES.
2, FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO
FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS
'..'HERE APPLICABLE. FINAL CURB GRADE ELEVATIONS MAY
REQUIRE CHANGES IN THESE PLANS.
3, IMPORT MATERIALS SHALL BE LEGALLY OBTAINED.
4, A SEPARATE PERMIT FR H THE CITY ENGINEER '..'ILL BE
REQUIRED FOR ANY '..'ORK IN THE PUBLIC RIGHT-OF-VAY,
5. ALL SLOPES OVER THREE FEET IN HEIGHT SHALL BE
LANDSCAPED AND IRRIGATED.
6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND
LOCATION OF ALL UTILITIES BEFORE COMMENCING '..'ORK.
NOTICE OF PROPOSED '..'ORK SHALL BE GIVEN TO THE
FOLLDl.'ING AGENCIES,
UNDERGROUND SERVICE ALERT 811
CITY OF SOLANA BEACH PUBLIC l.'ORKS 858 720-2470
7, THE SOILS REPORT TITLED COASTAL BLUFF EVALUATION ...
PREPARED BY J£Bll6\;.Q.a.Th~JIK ____ , AND DATED lJL0_-\/.2.QJQ SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE 1.'ITH THE
RECOMMENDATIONS AND SPECIFIC A Tl NS CONTAINED IN SAID
REPORT.
8, APPROVAL OF THESE PLANS BY THE CITY ENGINEER
DOES NOT AUTHORIZE ANY '..'ORK OR GRADING TD BE
PERFORMED UNTIL THE PROPERTY 01.'NER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS
BEEN ISSUED.
9. THE CITY ENGINEER'S APPROVAL OF THESE PLANS DOES
NOT CONSTITUTE THE BUILDING OFFICIAL'S APPROVAL OF
ANY FOUNDATION FOR STRUCTURES TO BE PLACED ON THE
AREA COVERED BY THESE PLANS, NO l.'AIVER OF THE
GRADING ORDINANCE REQUIREMENTS CONCERNING MINIMUM
COVER OVER EXPANSIVE SOILS IS MADE OR IMPLIED,
10. ALL OPERATIONS CONDUCTED ON THE PREMISES,
INCLUDING THE '..'ARMING UP, REPAIR, ARRIVAL,
DEPARTURE OR RUNNING OF TRUCKS, EARTHMOVING
EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER
ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TD THE PERIOD BETl.'EEN 7,00 A,M, AND 6,oo P.M, EACH DAY,
MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR
GRADING OPERATIONS SHALL BE CONDUCTED ON THE
PREMISES ON SATURDAYS, SUNDAYS OR HOLIDAYS 1.'ITHOUT
THE 1.'RITTEN PERMISSION OF THE CITY ENGINEER.
l!. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING
TERRAIN TD PRODUCE A CONTOURED TRANSITION FROM CUT
OR FILL SUFACES TD NATURAL GROUND AND ABUTTING
CUT OR FILL SURF ACES,
12. Tl.'ITHSTANDING THE MINIMUM STANDARDS SET FORTH
IN THE EXCAVATION AND GRADING CODE, AND
NOTl.'ITHSTANDING THE APPROVAL OF THESE GRADING
PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE
PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY,
NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE
PROPERTY LINE AS TD ENDANGER ANY ADJOINING PUBLIC
STREET, S!DEl.'ALK, ALLEY, FUNCTION OF ANY SEl.'AGE
DISPOSAL SYSTEM, OR ANY OTHER PUBLIC OR PRIVATE
PROPERTY l.'ITHOUT SUPPORTING AND PROTECTING SUCH
PROPERTY FROM SETTLING, CRACKING, EROSION, SIL TING
SCOUR OR OTHER DAMAGE 1.'HICH MIGHT RESULT FROM THE
GRADING DESCRIBED ON THIS PLAN, THE CITY '..'ILL HOLD
THE PERMJTTEE RESPONSIBLE FOR CORRECTION ON
NON-DEDICATED IMPROVEMENTS, l.'HICH DAMAGE ADJACENT
PROPERTY.
13. SLOPE RATIOS, CUT 2,1 FILL 2,1 CUT, _______ CY, FILL, _______ CY.
IMPORT l<EXP RTl, _________ CY,
NOTE, A SEPARATE PERMIT MUST EXIST FOR OFFSITE
IMPORT OR EXPORT AREAS.
14. SPECIAL CONDITIONS, IF ANY ARCHEOLOGICAL
RESOURCES ARE DISCOVERED ON THE SITE OF THIS
GRADING DURING GRADING OPERA Tl NS, SUCH OPERATIONS
'..'ILL CEASE IMMEDIATELY AND THE PERHITTEE '..'ILL
NOTIFY THE CITY ENGINEER OF THE DISCOVERY,
GRADING OPERATIONS '..'ILL NOT COMMENCE UNTIL THE
PERHITTEE HAS RECEIVED l.'RITTEN AUTHORITY FROM THE
CITY ENGINEER TO DO SO.
15. ALL GRADING SHOl.'N ON THIS PLAN SHALL BE
COMPLETED AS A SINGULAR UNIT l.'JTH NO PROVISION
FOR PARTIAL RELEASES. SHOULD IT BE ANTICIPATED
THAT A PORTION OF THIS PROJECT IS COMPLETED
SEPARATELY, A SEPARATE PLAN AND PERMIT APPLICATION
SHALL BE SUBMITTED FDR APPROVAL.
16, THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA
BEACH AT <858) 720-2470, 24 HOURS BEFORE GRADING
PERA TIONS BEGIN.
17. FINISHED GRADING AND PLANTING SHALL BE
ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER l, OR
IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
BETl.'EEN OCTOBER l AND APRIL I. PRIOR TO ANY
PLANTING, ALL LANDSCAPING SHALL BE APPROVED BY
THE PLANNING DEPARTMENT AT THE DEVEL PMENi
REV!EI.' STAGE, OR BY SEPARATE LANDSCAPING PLAN.
DISTRICT
REPAIRS TO
COASTAL BLUFF
OWNER /APN /APPLICANT
OWNER: MR. PETER LAUGHLIN,
325 PACIFIC AV., SOLANA BEACH, CA 92075, APN: 263-312-01-00 OWNER: MS. RENITA GREENBERG,
327 PACIFIC AV., SOLANA BEACH, CA 92075, APN: 263-301-11-00 APPUCANT: (SEC), PHONE NUMBER: (760) 633-3470
18, ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY
THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL
72 HOURS PRIOR TD BEGINNING '..'ORK.
I9. UPON FINAL COMPLETION OF THE '..'ORK UNDER THE
GRADING PERMIT, BUT PRIOR TD FINAL GRADING APPROVAL
AND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED
CERTIFICATE SHALL BE PROVIDED STA TING• 'THE GRADING
UNDER PERMIT NO, SBGR-____ HAS BEEN PERFORMED IN
SUBSTANTIAL CONFORMANCE '..'ITH THE APPROVED GRADING
PLAN DR AS SHOl.'N ON THE ATTACHED AS-GRADED PLAN.'
THIS STATEMENT SHALL BE FOLLOl.'ED BY THE DATE AND
SIGNATURE OF THE CIVIL ENGINEER '..'HO CERTIFIES SUCH
GRADING OPERATION.
20, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND
SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL
LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH PROJECT SITE:
STANDARDS, LAl.'S AND REGULATIONS, 325-327 PACIFlC AVENUE, SOLANA BEACH, CAUF'ORtHA
EROSION CONTROL NOTES PACIFIC OCEAN
1. STORM WATER AND NON-STORM WATER DISCHARGE CONTROL:
BEST MANAGEMENT PRACTICES SHALL BE DEVELOPED AND
IMPLEMENTED TO MANAGE STORM WATER AND NON-STORM WATER
DISCHARGES FROM THE SITE AT ALL TIMES DURING EXCAVATION AND GRADING ACTlVlTIES.
2. EROSION AND SEDIMENT CONTROL: EROSION PREVENTION SHALL
BE EMPHASIZED AS THE MOST IMPORTANT MEASURE FOR KEEPING SEDIMENT ON SITE DURING EXCAVATION AND GRADING ACTIVlTIES.
SEDIMENT CONTROLS SHALL BE USED AS A SUPPLEMENT TO
EROSION PREVENTION FOR KEEPING SEDIMENT ON SITE,
VICINITY MAP SCALD N.T.S.
3. EROSION CONTROL ON SLOPES SHALL BE MITIGATED BY
INSTALLING LANDSCAPING AS PER APPROVED LANDSCAPE
PLANS AS REQUIRED BY THE DEVELOPMENT REVIEI.'
CONDITIONS, DR BY TEMPORARY EROSION CONTROL
CONFORMING TO THE FOLLOl.'ING,
NON-IRRIGATED HYDROSEED MIX WITH A BONDED FIBER
MATRIX APPLIED AT 4,000 LB/ ACRE.
LBS. /ACRE % PURITY /ACRE SEED SPECIES
20 70% PLUS ATRIPLEX GLAUCA
50 PLANTAGE INSULARIS
8 ENCELIS FARINOSA
6 SCARIFIED LOTUS SCOPARIUS
7 507. PLUS EXCHSCHOLZIA CALIFORNIA
TOTAL 91 LBS.
4. THE TOPS OF ALL SLOPES TALLER THAN 5' SHALL BE
DIKED OR TRENCHED TO PREVENT '..'ATER FL l.'JNG OVER
CRESTS OF SLOPES,
5. CATCH BASINS, DESIL TING BASINS AND STORM DRAIN
SYSTEMS SHALL BE INSTALLED TD THE SATISFACTION OF
THE CITY ENGINEER,
6. SAND BAG CHECK DAMS, SILT FENCES, FIBER ROLLS OR
OTHER APPROVED BMP'S SHALL BE PLACED IN UNPAVED
AREAS '..'ITH GRADIENTS IN EXCESS OF 2%, AS '..'ELL AS
AT OR NEAR EVERY POINT '..'HERE CONCENTRATED FLO'..'
LEAVE THE SITE,
7, SAND BAGS SHALL BE PLACED ON THE UPSTREAM SIDE
OF ALL DRAINAGE INLETS TO MINIMIZE SILT BUILDUP IN
THE INLETS AND PIPES.
8, THE CONTRACTOR SHALL REPAIR ANY ERODED SLOPES
AS DIRECTED BY THE OFFICE OF THE CITY ENGINEER.
9, THE CONTRACTOR SHALL Sl.'EEP ADl.'AYS AND
ENTRANCES TD AND FROM THE SITE ON A REGULAR BASIS
TO KEEP THEM FREE OF SOIL ACCUMULATION AND AT ALL
OTHER TIMES DIRECTED BY THE CITY ENGINEER,
10. THE CONTRACTOR SHALL '..'ATER SITE ON A CONTINUOUS
BASIS TD MINIMIZE AIR BORNE DUST CREATED FROM
GRADING AND HAULING OPERATIONS OR EXCESSIVE VIND
CONDITIONS, AND AT ALL TIMES DIRECTED BY THE CITY
ENGINEER.
11. IN THE EVENT SILT DOES ENTER THE EXISTING PUBLIC
STORM DRAIN SYSTEM, REMOVAL OF THE SILT FROM THE
SYSTEM '..'ILL BE AT THE DEVELOPER'S EXPENSE.
AS-BUILT:
UPON COMPLETION, AND PRIOR TO RELEASING THE SECURITIES, THE ENGINEER OF WORK SHALL "AS-BUILT" THE ORIGINAL MYLAR PLANS,
INITIALLY, TWO COPIES OF RED-LINED PLANS SHOWING ALL AS-BUILT
INFORMATION, INCLUDING ALL NEW UNDERGROUND FACILITIES (MAIN LINES, SERVlCES AND LATERALS), IS TO BE SUBMITTED TO THE ENGINEERING DEPARTMENT. WHEN THE RED-LINES ARE APPROVED, ORIGINAL MYLAR PLANS WILL BE CHECKED OUT TO THE ENGINEER.
ENGINEER SHALL MAKE THE CHANGES, SIGN EACH SHEET UNDER
"AS-BUILT", AND RETURN ORIGINAL MYLARS TO THE CITY.
FLOOD STATEMENT
I, ___________________________ , A REGISTERED CIVIL
ENGINEER/SURVEYOR, HEREBY CERTIFY THAT THE PAD
STRUCTURES SH l.'N ON THIS AS-BUILT GRADING PLAN
HAVE BEEN VERIFIED BY HE AND THAT SAID
ELEVATIONS ARE AT OR ABOVE THE BASE FLOOD
ELEVATION SHOl.'N ON THE FLOOD INSURANCE RATE MAP
OF THE COUNTY OF SAN DIEGO,
SIGNED __________________________ DATE ______ _
R,C,E.IP.L.S, NO, _________________ EXP. ________ _
OWNER/DEVELOPER CERTIFICATE I, ___________________________ AS 01.'NERIDEVELOPER OF THE PROPERTY DESCRIBED HEREIN ACKNOl.'LEDGE
THESE PLANS HAVE BEEN PREPARED AT MY DIRECTION
'..'ITH MY FULL CONSENT, I FULLY UNDERSTAND AND
ACCEPT THE TERMS AND CONDITIONS CONTAINED HEREIN
AND AS A TT ACHED BY REFERENCE ON THIS GRADING PLAN.
IT IS AGREED THAT FJELD CONDITIONS MAY REQUIRE
CHANGES TO THESE PLANS,
IT IS FURTHER AGREED THAT THE 01.'NER/DEVELOPER
SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH
CHANGES, ALTERATIONS OR ADDITIONS TD THESE PLANS
1.'HICH THE CITY ENGINEER DETERMINES ARE NECESSARY
AND DESIRABLE FDR THE PROPER COMPLETION OF THE
IMPROVEMENTS.
I FURTHER AGREE TO COMMENCE '..'ORK ON ANY
IMPROVEMENTS SHOl.'N ON THESE PLANS '..'!THIN EXISTING
CITY RIGHT-OF-VAY 1.'ITHIN 9 MONTHS AFTER ISSUANCE
OF THE CONSTRUCTION PERMIT AND TD PURSUE SUCH
'..'ORK ACTIVELY ON EVERY NORMAL l.'ORKING DAY UNTIL
COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY
OTHER '..'ORK ASSOCIATED '..'ITH THIS PROJECT DR UNDER
MY CONTROL. SIGNED _________________________ _
DATE ____________________ _
ENGINEER OF WORK CERTIFICATE L _l!fl}ff!.'!.Jc!'~l:!.1/!1!_ ________________ HEREBY DECLARE THAT I AM THE ENGINEER OF '..'ORK FOR THIS PROJECT,
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6 703
OF THE BUSINESS AND PROFESSIONS CODE, AND THE
DESIGN JS CONSISTENT '..'ITH CURRENT STANDARDS AND
CITY OF SOLANA BEACH RESOLUTION NO. ___________ ,
I UNDERSTAND THAT THE CHECK OF PROJECT DRAl.'INGS
AND SPECIFICATIONS BY THE CITY OF SOLANA BEACH AND
ANY OTHER PUBLIC AGENCY IS CONFINED TO A REV!EI.'
NL Y AND DOES NOT RELIEVE ME OF RESPONSIBILITIES
FOR PROJECT DESIGN.
SIGNED --------------------··-·----- DATE
R,C,E, NO. _16459__________________ EXP, _6130123 _
FIRM _____ 5J)JJ...J;U(iJ1./fJ;:RJ~HJJ!iS.'[E!J/WJJ!i~Llg:. _________ _ ADDRESS :~~:~~~~~~- ScT:~~ciRNIA 94063
TELEPHONE /760) 633-3470 __
ENGINEER OF WORK AS-BUILT
CERTIFICATE
I, ROBERT D. HAHIJNY __________ HEREBY DECLARE THAT
THE PREPARATION OF iHESE AS-BUILT DRAl.'INGS AND
THAT THE INF RMA Tl N SHOl.'N IS BASED ON ACTUAL
SITE INVESTIGATIONS AND SURVEYS OF THE
IMPROVEMENTS BETl.'EEN THE DATES OF ______ AND
______ . TD THE BEST OF MY KNOl.'LEDGE AND
EXPERIENCE THE !NFORMA TION SHOl.'N ON THESE PLANS
PROVIDE AN ACCURATE AND CORRECT REPRESENTATION
OF THE AS-BUILT CONDITIONS,
SIGNED __________________________ DATE ______ _
R.C,E. NO. _ 16459 _________________ EXP. _ 6130123 _
TOTAL DISTURBED AREA
TOTAL SIT£ DISTURBED AREA APPROX. , 0.40 ACRES
GRADING QUANTITIES
GRAI/£D AR[A 0.40 [ACR£SJ
CUT llUANTlTI[S ____ 4J ____ [CYDJ
FILL llUANTITI£S ___ Jl~--- [CYDJ
I/IP[]/IT/£XPDRT ___ §!Q ___ [CYD!
HAX. CUT l/£PTH .-E~!- [FTJ
I/AX CUT SLOP[ RA TIO (2>1HAX) _!_1!3.
I/AX, FILL l/£PTH _Ji;___ [FTJ
HAX FILL SLOP£ RATIO (2,JHAX! tL(!:<JD
THlS PROJECT PROPOSES TO EXPORT ••• Q... CUBIC YARDS OF MATERIAL FRO/I THIS SIT£, ALL EXPORT HA T£RIAL SHALL E£ DISCHARGED TD A LEGAL DISPOSAL SIT£, TH£ APPROVAL OF THlS PROJECT l)[J[S I/OT ALLOW PROCESSING AND SAL[ OF TH£ P.AT[RIAL. ALL SUCH ACTIVITIES R£QU[R£ A S[PARAT[ CONDITIONAL US[ PERMIT.
STORM WATER PROTECTION NOTES
I. THIS PROJECT IS SUBJECT TO MUNICIPAL STORM \./ATER PERMIT ORDER N0,, _______ 1 AND RISK LEVEL/TYPEi CHECK ONE BEL V a) 'w'PCP O CGP RISK LEVEL 1 O CGP RISK LEVEL 2
O CGP RISK LEVEL 3
2, CHECK ONE
O CGP LUP TYPE 1 D CGP LUP TYPE 2
O CGP LUP TYPE 3
0 THIS PROJECT \JILL EXCEED TH£ MAXIMUM DISTURBED AREA LIMIT, THEREFORE A 'w'EA THER TRIGGERED ACTION PLAN (\,IT AP) IS REQUIRED. O THIS PROJECT 'w'ILL LL V PHASED C-RADING NOT TO EXCEED FIVE (5) ACRES PER PHASE, Q'J NOT APPLICABLE 3, THE CONTRACTOR SHALL COMPLY \JlTH THE REQUIREMENTS OF THE \/PCP DR SVPPP AS APPLICABLE.
PROJECT CONTACTS/CONSULTANTS
.QWt:lfllS; CIVIi ENGINEER Of RECORD· MR. PETER LAUGHLIN 325 PACIFIC AVENUE
SOLANA BEACH, CALIFORNIA 92075
MS. RENITA GREENBERG
SOIL ENGINEERING CONSTRUCTION, INC.
ROBERT D. MAHONY, R.C.E .. C.E.G., R.G.E.
927 ARGUELLO STREET
327 PACIFIC AVENUE
SOLANA BEACH, CALIFORNIA 92075
REDWOOD CITY, CALIFORNIA 94063
(760) 633-3470
~
son ENGINEER Of RECORD·
SOIL ENGINEERING CONSTRUCTION, INC. (SEC)
(760) 633-3470
SOIL ENGINEERING CONSTRUCTION, INC.
ROBERT D. MAHONY. R.C.E., C.E.G., R.G.E.
927 ARGUELLO STREET
lANP SURVEYOR· CIREMELE SURVEYING INC.
CHRIS CIREMELE, LL.S. 164
S. ESCONDIDO BLVD ..
ESCONDIDO, CALIFORNIA 92025
(760) 489-2200
REDWOOD CITY, CALIFORNIA 94063
(760) 633-3470
SOIL ENGINEER CERTIFICATE I, ROBERT D. IIAHIJNY ____________________ A REGISTERED
CIVIL ENGINEER OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF THE SOIL AND CONDITIONS PREVALENT 1.'ITHIN
THE SITE VAS HADE BY ME DR UNDER MY DIRECTION
BETl.'EEN THE DATES ---~-~= AND _________________ , I HAVE REVIEl.'ED THE PROJECT DESIGN AND GRADING SHOl.'N HEREIN IS CONSISTENT '..'ITH THE REC MMENDA Tl NS CONTAINED IN THE APPROVED
SOILS AND GE TECHNICAL REPORTS FOR THE PROJECT,
ONE COMPLETE COPY OF THE FINAL SOILS REPORT
COMPILED FROM THIS STUDY, '..'ITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TD THE OFFICE OF THE CITY
ENGINEER.
SIGNED __________________________ DATE ______ _
R,C.E. NO. l~-1,?J___ G .. E. NO. -~~4____ EXP, .§t/,O!gL FIRM SOIL [NG//1££RING CONSTRUCT/OIi, INC. ----927 ARGUELLO STREET --- ADDRESS REDIIOOD CITY, CALIFDRN!A 94063
TELEPHONE !7.§!!Ull:JJZL __
SOILS ENGINEER AS-BUILT
C ERTi Fl CATE
TD THE BEST OF MY KN l.'LEDGE AND EXPERIENCE THE
GRADING CONFORMS '..'ITH THE RECOMMENDATIONS CONTAINED
IN THE SOILS REPORT AND PLANS '..'ITH THE EXCEPTION
THAT ANY CHANGES OR DEVIATIONS FROM THE PLANS DUE
TD UNFORESEEN FJELD CONDITIONS HAVE BEEN
IDENTIFIED IN THE FINAL SOILS REPORT FDR THE
PROJECT. ONE COMPLETE COPY OF THE FINAL SOILS
REPORT COMPILED FROM THIS STUDY, 1.'ITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER,
SIGNED __________________________ DATE ______ _
R.C.E.IP.L.S. NO. _16459 ____________ EXP, 6130123 __
SOIL
ENGINEERING
CONSTRUCTION,~.
00 WORK TO BE DONE
TH£ IHPROV[H£NTS CONSIST OF CONSTRUCT/UN OF SEAWALL AND UPPER BLUFF REPAIR.
WORK TD B[ DON[ ACCDRDlllG TD TH£S£ PLANS AND TH£ SP[C/FICATlDNS AND STANDARD DRAWINGS OF TH£ CITY A/ID COUNTY OF SAN DIEGO.
PROPOSED WORK lNCLUDES LANDSCAPlNG TD BLUFF l/£TAILS.
l STANDARD SP£CJFICATWNS1
l!D£JHfil..!jf} I!lliE1ElKlH PWP1070116-0l STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTION (GR££// BDilK), 2015 EDITION
PWP1070116-02
PITS070112·04
PITS070112·06
CITY OF SAN DI[G/J STANDARD SPECIFICATIONS FDR
PUBLIC WORKS CONSTRUCT/OIi (WHIT[ BDOK!, 2015 [D/T.
CALIFORNlA l/£PARTH£NT OF TRAIISPDRTATJDN, HAI/UAL
OF U/1/FORN TRAFFIC CONTROL D[VlC[S, 2012 [DIT//Jfl
CALIFORNIA D£PARTH£11T OF TRAIISPORTATJOII, U.S.
CUSTOIIARY STANDARD SP[C/FICATJONS, 2010 £DIT10N
1JflfJiIEIJiJ!:
2. STANDARD DRAW/II@
l!D£JHfil..!jf}
PWP1070116·03 CITY OF SAN DI[GO STANDARD DRAW/I/GS FOR PUBLIC WORKS CONSTRUCTION, 2016 £DIT1DN
PITS070112·05 CALIFORNIA D[PARTH£NT OF TRANSPORTATION, U.S.
CUSTDHARY STANDARD PLANS, e010 £DIT10N
LEGEND
PROPOSED IMPROVEMENTS
lHPRDV£P£/IT STANDARD D\IGS, .s.rt!JlilL
PROPOSED SHDTCR[T[
WALL/FACING (PVT!
ALSO LIMITS OF WDRK AND
SOlL DISTURBANCE
•••••••• PROPOSED TIEBACK (PVT!
[XlSTING COASTAL BLUFF £DG£ T.O.W.
EL 35.0' MSL±, VARIES TOP OF WALL [L[VATION
RIW PROP[RTY LIN[ --Pl:.--
SHEET INDEX
TITLE SHEET
COASTAL CAPTION (EXISTING CONDITION)
SITE ACCESS & STAGING/PHASING AREA
SITE PLAN-EXISTING CONDITION
SITE PLAN-PROPOSED REPAIR
CROSS SECTIONS-325 PACIFIC AVE
CROSS SECTIONS-327 PACIFIC AVE
TIEBACK WALL ELEVATION & DETAILS
TIEBACK & (E) FENCE DETAIL
UPPER BLUFF REPAIR NOTES & DETAILS
KEYSTONE FILL CONTAINMENT WALLSECTION C-C', TABLES AND NOTES KEYSTONE FILL CONTAINMENT WALLSTANDARD DETAILS
EROSION AND STORM WATER POLLUTION
PREVENTION PLAN
PROJECT NOTES AND STANDARD TABLES
STATEMENT OF SPECIAL INSPECTIONS
LANDSCAPE PLAN TITLE SHEET
LANDSCAPE IRRIGATION PLAN
IRRIGATION NOTES & DETAILS
IRRIGATION SPECIFICATIONS
LANDSCAPE PLANTING PLAN
LANDSCAPE PLANTING NOTES, DETAILS &
LANDSCAPE PLANTING SPECIFICATIONS
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
SHEET 15
L1
L2
L3
L4
L5
SPECS L6
L7
COASTAL COMMISSION PERMIT NO. 6-21-0067
AS-BUILT 1· 2" By_· _______ Date: __ _
R.C.E._· ______ Exp: __ _ ORIGINAL DRAWING MEASURE
SOIL ENGINEERING CONSTRUCTION, INC,
LICENSE # A-268082
927 ARGUELLO ST, REDWOOD CITY CA 94063
PHONE (760) 633-3470 SEC JOB NO. 18-019
S[CeSO/L[NG/N££R/IIGC/JIISTRUCTI/JII.CDM
3"
ROBERT D. IIAHUNY, R.C.£.. R.G.£ .. REG. [XP. 06-30-23
ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION By: Robert D. Mahony Dote: 10-10-1,...-------------+--+----I By: _________ Date: ___ By: _________ Date: __ _ Nome: Soil Engineering Const. Inc. Mohammed Sammak, City Engineer Drown By R,C.E 16459 Exp: 06/30/23 By: Qate:___ R.C.E.: 37146 Exp: 6/30/24
BENCH MARK
~ CITY OF SOLANA BEACH SURVEY CONTROL POINT NO. 2012, NAMED ENC-43, 3.5~ NATIONAL GEODETIC SURVEY DISC IN HEADWALL 0.2 MILES NORTH OF SOLANA VISTA OR.
ON EAST SIDE OF NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER ANO 6 FEET WEST OF CARDIFF BY THE SEA SIGN.
.ELE.Y.; 34.670 (NAVO 88)
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
TITLE SHEET FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
DRAWING NO.
SBGRSheel 1 of 15
RECONSTRUCT BLUFF
W/ IMPORTED SOIL
FILL, SLOPE GEOGRID
REINFORCED W/ (5)
ROWS OF HORIZONTAL
MS
SUPPORTED BY SOIL
NAILS (SHOWN
HATCHED)
PROPOSED SEAWALL
EXTENSION W
ADDITIONAL
TIEBACKS APPROX.
LOCATION, TOTAL
( 1 S) PROPOSED
Fire Chief Date:
327 PACIFIC AVENU E 325 PACIFIC AVENU E
1'81 1'81 1'81 1'81
[ORREY SANDSTONE!
(NJ 'sEAwA[ EXT-ENS ION 181
(~) SEAWALL
TOTAL LENGTH OF PROPOSED SEAWA!.L - 100'-0"±
UP COAST BEACH
181
181
DOWN COAST
REMOVE EXISTING LOW WOOD WALLS
INSTALL EAST WEST "KEYSTONE" FILL
CONTAINMENT WALL ALONG PROPERTY LINE, HEIGHT OF "KEYSTONE" WALL VARIES UP TO 6' - 0"± HIGH EXTEND SEAWALL TO EL. 35' MSL
INSTALL ADDmONAL TIEBACKS, TOTAL (15),
SCULPTED & COLORED SURFACE TREATMENT TO MATCH EXISTING SEAWALLS TO MAXIMUM
EXTENT FEASIBLE
COASTAL NOi - SPECIAL CONDITIONS: Permit Application No.: 6-21-0067
1. Revised Final Pla ns
(a) PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicants shall submit, for review and written approval of the Executive Director, one full-size pion set of the revised final plans, that substantially conform with the plans submitted to the Commission, titled 325-327 Pacific Avenue, Solano Beach, CA 92075 Repairs to Coastal Bluff, by Soil Engineering Construction, Inc., received January 21, 2021, except that they shall be modified to reflect al l of the following:
i. The geogrid structure shall include variable thicknesses to provide visual undulations that mimic the natural undulations of the nearby bluff conditions. At a minimum, the geogrid structure shall include at least two non-evenly spaced, tapered, undulating drainage features, with non-linear edges, sufficiently sized to account for runoff associated with a 1 CO- year storm event. ii. Any existing permanent irrigation system located on the subject sites that drains anywhere on or over the bluff top and face shall be removed or copped. iii. All runoff from impervious surfaces on the top of the bluff shall be collected and directed away from the bluff edge towards the street. iv. A final site pion shall be submitted that includes the bluff top structures and square footage of all bluff top structures and property lines for the subject sites.
In addition, all existing accessory improvements (e.g. decks, patios, walls, windscreens, etc.) located in the geologic setback area on the residential sites shall be detailed and drown to scale on the final approved site plan and shall include measurements of the distance between the accessory improvements and the bluff edge (as defined by Section 13577 of Title 14, California Code of Regulations) taken at three or more locations. The locations for these measurements shall be identified through permanent markers, benchmarks, survey position, written description, or other method that enables accurate determination of the location of structures on the site. No modifications or removal or replacement of any existing accessory structures is authorized by this permit and any such actions shall require a separate coastal development permit or permit amendment.
(b) The permittees shall undertake development in conformance with the approved final plans unless the Commission amends this permit or the Executive Director determines that no amendment is legally required for any proposed minor deviations.
9. Storage and Staging Areas/Access Corridors. PRIOR TO THE ISSUANCE OF THE COASTAL DEYELOP'-4ENT PERMIT, the applicants shall submit to the Executive Director for review and written approval, final plans indicating the location of access corridors to the construction site and staging areas. The final plans shall indicate that, at a minimum:
{a) No overnight storage of equipment or materials may occur on sandy beach or at the Fletcher Cove Parking Lot, and the use of other public parking spaces shall be minimized. The permittee may not store any construction materials or waste where it will be or could potentially be subject to wove erosion and dispersion. In addition, no machinery may be placed, stored or otherwise located in the intertidal zone at any time, except for the minimum necessary to construct the seawall. Construction equipment may not be washed on the beach or public parking lots or access road s;
{b) Construction access corridors shall be located in a manner that has the least impact on public access to and along the shoreline;
{c) No work may occur on the beach on weekends or holidays or between Memorial Day weekend and Labor Doy of any year;
(d) The oppliconts sholl submit evidence that the approved plans and plan notes hove been incorporated into construction bid documents; and (e) The permittees shall remove all construction materials and equipment from the staging site and restore the staging site to its prior-to-construction condition within 72 hours following completion of the development.
The permittees shall undertake the development in accordance with the approved final approved plans. Any proposed changes to the approved final plans shall be reported to the Executive Director. No changes to the final plans shall occur without a Coastal Commission approved amendment to this coastal development permit unless the Executive Director determines that no amendment is legally required. 1 0. Water Quality • Best Management Practices. PRIOR TO THE ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the appl icants shall submit for review and written approval of the Executive Director a Best Management Practices Pion that ensures no shotcrete or other construction byproduct will be allowed onto the sandy beach or allowed to enter into coastal waters. The Plan shall apply to both concrete pouring/ pumping activities as well as shotcrete/ concrete application activities. During shotcrete/concrete application specifically, the Plan shall at a minimum provide for all shotcrete/cancrete to be contained through the use of tarps or similar barriers that completely enclose the construction area and that prevent shotcrete/ concrete contact with beach sands and coastal waters. All shotcrete and other construction byproduct shall be properly collected and disposed of off- site.
The applicants shall undertake the development in accordance with the approved Pion. Any proposed changes to the approved Plan shall be reported to the Executive Director. No changes to the Pion shall occur without a Coastal Commission approved amendment to this coastal development permit unless the Executive Director determines that no amendment is legally required.
12. As -Built Plans. WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION. the permittee shall submit two copies of As - Built Plans showing all development completed pursuant to this coastal development permit; all property lines; and all residential development inland of the seawall structure. The As-Built Plans shall be substantially consistent with the approved project plans described in Special Condition #1, including providing for all requirements specified in those plans. The As-Built Plans shall include a graphic scale and all elevation(s) shall be described 1 5. Construction Site Documents &: Construction Coordinator. DURING ALL
CONSTRUCTION,
{a) Construction Site Documents . Copies of the signed coastal development permit and the approved Construction Plan shall be maintained in o conspicuous location at the construction job site at all times, and such copies shall be available for public review on request. All persons involved with the construction shall be briefed on the content and meaning of the coastal development permit and the approved Construction Pion, and the publ ic review requirements applicable to them, prior to commencement of construction. (b) Construction Coordinator. A construction coordinator shall be designated to be contacted during construction should questions arise regarding the construction {in case of both regular inquiries and emergencies), and the coordinator's contact information (Soil Engineering Construction, 927 Arguelllo Street, Redwood City, Ca 94063, Contact: John Niven (760) 633-3470 office (760) 801-6079 mobile, jwnOsoilengineeringconstruction.com) for the duration of construction shall be conspicuously posted at the job site where such contact information is readily visible from public viewing areas, along with an indication that the construction coordinator should be contacted in the case of questions regarding the construction {in case of both regular inquiries and emergencies).
The construction coordinator shall record the name, phone number, and nature of all complaints received regarding the construction, and shall investigate complaints and toke remedial action, if necessary. within 72 hours of receipt of the complaint or inquiry.
(c) Notification. The pemiittee shall notify planning staff of the Coastal Commission's Son Diego Coast District Office ot least three working days in advance of commencement of construction or maintenance activities, and immediately upon completion of construction or maintenance activities. 1" 2"
ORIGINAL DRAWING MEASURE
COASTAL CAPTIONEXISTING BLUFF CONDITION ED
in relation to Notional Geodetic Vertical Datum (NGVD) 88. The As - Built Plans shall include color photographs or images of sufficient resolution to clearly show all components of the as-built project, with a site plan that notes the location of each photographic viewpoint and the dote and time of each photograph. At a minimum, the photographs shall be token from representative viewpoints of beaches located upcoost. downcoast. and seaward of the project site. The As-Built Plans shall be submitted with certification by a licensed civil engineer with experience in coastal structures and processes. The engineer shall verify that the shoreline armoring has been constructed in conformance with the approved final plans.
SCALE: N.T.S.
ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FDR APPROVAL APPROVED FOR CONSTRUCTION By: Robert D. Mahony Dote: 10-10-1<>--------------+---+--< 8y : Dote: ___ By: _________ Date: __ _ Name: Soil Engineering Const. Inc. - -------- Mohammad Sommok. City Engineer Drawn By R.C.E. 1 6459 Exp: _j0l.(6i,I/J3Q0L/2z;3L 1i--------------i---y-7 By: Dote:___ R.C.E.: 37146 Exp: 6/30/24
BENCH MARK
~ CITY OF SOL.ANA BEACH SURVEY CONIBOL POINT
NO. 2012, NAMED ENC- J. JS NATIONAL. GEODETIC SURVEY
DISC IN HEAOWAU., 0.2 Mil.ES NORTH OF SOI.ANA V1ST,&. OR .
ON EAST SIDE Of NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER AND 6 FEET WEST OF CARDIFF BY TH£ SEA SIGN .
..ELfY..; :54.670 (NAVO BB)
AS-BUILT
By~· _______ Date: __ _
R.C.E.-_ ______ Exp: __ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
COASTAL CAPTION (EXISTING CONDITION) FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
DRAWING NO.
SBGRSheet 2 of 15
Fire Chief
0 SCALE: 1"=70'
~ I r~
TRUCTIO
BARRIERS DURING WORKING HOURS TO
SEPARATE WORK ZONE FROM OPEN PUBLIC
BEACH. LATERAL PUBLIC ACCESS SHALL BE
PROVIDED PAST SITE AT ALL TIMES
100' 200' 300'
EQUIPMENT STORAGE ON STREET FRONTING
SITE. OBTNN CITY SOLANA BEACH
TEMPORARY ENCROACHMENT PERMIT.
MATERIAL STORAGE AREAS
40' -0" MAX. CONSTRUCTION
ACCESS CORRIDOR
SITE ACCESS FOR CONTRACTOR EQUIPMENT ACROSS PUBLIC BEACH.
CONTRACTOR SHALL COORDINATE WITH THE CITY OF SOLANA BEACH
THE TIMES AND DATES OF EXPECTED EQUIPMENT AND MATERIALS MOVEMENT. FLAGMEN SHALL BE PROVIDED DURING THE MOVEMENT OF ALL CONSTRUCTION EQUIPMENT AND MATERIALS.
DISTANCE BETWEEN FLETCHER COVE ACCESS AND PROJECT LOCATION APPROX. 1500 FEET.
SITE ACCESS & STAGING AREA NOTES:
1. CONTRACTOR SHALL MNNTNN ACCESS TO ALL ALLEYS, SIDEWALKS, PRIVATE DRIVEWAYS, AND PUBLIC STREETS AT ALL TIMES.
2. CONSTRUCTION EQUIPMENT AND ACTMTIES PERFORMED ON THE SANDY BEACH AREA SHALL NOT RESTRICT LATERAL PUBLIC ACCESS.
3. ACCESS CORRIDORS SHALL BE LOCATED IN A MANNER THAT HAS THE LEAST IMPACT ON PUBLIC ACCESS TO AND ALONG THE SHORELINE.
4. CONSTRUCTION MATERL/\LS: DISTURBANCE TO SAND AND INTERTIDAL AREAS SHALL BE MINIMIZED. BEACH SAND EXCAVATED SHALL BE REDEPOSITED ON THE BEACH.
LOCAL SAND OR COBBLES SHALL NOT BE USED IN ANY PHASE OF THE CONSTRUCTION.
5. SITE ACCESS IS AVNLABLE APPROXIMATELY 805 FEET TO THE SOUTH AT FLETCHER COVE. CONTRACTOR SHALL COORDINATE WITH THE CITY OF SOLANA BEACH REGARDING CONSTRUCTION EQUIPMENT AND SITE ACCESS.
6. CONSTRUCTION SCHEDULE: NO WORK SHALL OCCUR ON THE BEACH ON WEEKENDS.
HOLIDAYS OR BETWEEN MEMORIAL DAY WEEKEND AND LABOR DAY OF ANY YEAR.
7. NO OVERNIGHT STORAGE OF EQUIPMENT OR MATERL/\LS SHALL OCCUR ON SANDY BEACH OR PUBLIC PARKING SPACES AT FLETCHER COVE. DURING THE
CONSTRUCTION STAGES OF THE PROJECT, THE PERMITTEE SHALL NOT STORE ABBREVIATIONS:
c.c.
c.o.
E.W.
(E), (N)
N.I.C.
P.T.D.F.
T.O.G.B.
T.O.W.
T. & B. U.N.O.
V.I.F.
B.O.W.
G.B.W.
T.O.C.
T.O.G.
E.F.
-CENTER TO CENTER -CLEAN OUT
-EACH WAY
-EXISTING, NEW
-NOT IN CONTRACT
-PRESSURE TREATED
DOUGLAS FIR -TOP OF GRADE BEAM
-TOP OF WALL
- TOP ANO BOTTOM
-UNLESS NOTED OTHERWISE
-VERIFY IN FIELD -BOTTOM OF WALL
-GRADE BELOW OF WALL
-TOP OF CONCRETE
-TOP OF GRADE
-EACH FACE
2·
ORIGINAL DRAWING MEASURE
3•
SITE ACCESS & STAGING PHASING AREA
ANY CONSTRUCTION MATERIALS OR WASTE WHERE IT WILL BE OR COULD POTENTIALLY BE SUBJECT TO WAVE EROSION AND DISPERSION. IN ADDffiON, NO f.lACHINERY SHALL BE PLACED, STORED OR OTHERWISE LOCATED IN THE
INTERTIDAL ZONE AT ANY TIME, EXCEPT FOR THE MINIMUM NECESSARY TO
CONSTRUCT THE SEAWALL AND NOTCH FILL CONSTRUCTION EQUIPMENT SHALL NOT BE WASHED ON THE BEACH OR IN THE FLETCHER COVE PARKING LOT.
SCALE: 1 "=70' 3
DISTRICT ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION :::m:~~eo~ ~~g~n::~nnyg D~!~:s:~-1~~~1 f--------------+---+--1 By: _________ ,Dote: ___ By: --,--,..,-oh,-o_m_m_a_d,....,,.Sa_m_m_o"'k-, ""cccity~~~-,n-,e-,-- Drawn By R.C.E. 16459 Exp: -10tli§i,/.,l30Q,/t.,2c;3L t-------------t--t--j By: Dote:___ R.C.E.: 37146 Exp: 6/30/24
BENCH MARK
~ CITY OF SOtANA BEACH SURVEY CONTROL P01NT
NO. 2012, NAMED ENC-43, 3.5" NATION.'.!. GEOOE'TlC SURVEY DISC IN HEADWALL. 0.2 MILES NORTH Of SOLANA vtSTA DR.
ON EAST SIDE Of NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER ANO 6 FEET WEST OF' CARDIFF BY THE SEA SIGN.
.El.£l'..; 34.670 (NAVO 88)
AS-BUILT
By_· _______ Dote: __ _
R.C.'-'------- Exp: __ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
SITE ACCESS & STAGING/PHASING AREA FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
DRAWING NO.
SBGRSheet 3 of 15
CONC
OJ
CJ)
f'-- f'..
n N
I0::: 0
_J
(_)
60-----
40 .tlQIE;
- TOPOGRAPHIC SURVEY MAP BY CIREMELE SURVEYING INC .• J.N. 17-037. DATEO 4/26/2017. - MAP SUPPLIED BY OWNER. 20'
SCALE: 1 .. =10'
SITE PLAN-EXISTING CONDITION
DISTRICT
0 C
" "
4 PAC!rtC
CONC
40-FOOT REAR YARD
SETBACK FROM BLUFF EDGE
----, r"l
HOUSE
OUTLINE
"'- (l';j-
-- ---~
327 ~°i:i~ A\1'. I- ~ APN: 263-301-11 S g
i:,
I
"'
BEACH
ceac
_J
m
j.._
I
"'
EXISTING TIED-BACK
SHOTCRETE SEAWALL
HOUSE
OUTLINE
10 PACIFIC
OCEAN
ENGINEER OF WORK CllY APPROVED CHANGES
ASPH
AVENUE
CONC
50.00 -------
HOUSE
325 PACIFIC A 11'.
APN: 263-312-01
EXISTING TIED-BACK
SHOTCRETE SEAW
BEACH
AWD DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION By: Dote: ___ By: Date: __ _
Fire Chief
By: Robert D. Mahony Date: 10-1 0-1
_R_H __ Name: Soil Engineering Const., Inc.
-D-;s-t,-;c-t _R_e_p,-e-se-n-to-t-;v-e---'D"'ot~e": -- Drawn By R.C.E. 16459 Exp: _JO)f6;.L/J3QOL/22;3L lr--------------1-11 Sy:
Mohammad Sammak, City Engineer
Date: __ _ R.C.E.: 37146 E,p: 6/30/24
LEGEND AND ABBREVIATIONS
PROPERTY LINE
e FOUND LEAD & DISK STAMPED "LS 7655"
AT 7.oo· OFFSET PER CR 37918
-so- EXISTING CONTOURS AT 2' INTERVALS
APN
ASPH
CONC
CR
ASSESSOR'S PARCEL NUMBER
ASPHALT
CONCRETE
CORNER RECORD
BENCH MARK CITY OF SOLANA B£ACH SUR\1'Y CONTROL POINT NO. 2012, NAMED £NC-43, 3.5" NATIONAL GEODETIC SUR\1'Y
DISC IN HEADWALL, 0.2 MILES NORTH OF SOLANA \1STA
OR. ON THE EAST SID£ OF NORTHBOUND HIGHWAY 101.
3 FffT OFF SHOULDER AND 6 FffT WEST OF CARDIFF
BY THE S£A SIGN.
ELEVATION: 34.670 FEET {NA VO 88)
GENERAL NOTES
1.) BOUNDARY SHOWN H£R£0N IS BASED ON A
FIELD SUR\1'Y AND RECORD DATA PER MAP
NO. 1749 AND CORNER RECORD NO. 37918.
2.) AERIAL MAPPING PR0\1DED BY PHOTO G£0D£TIC
CORP., PROJECT NO. 475417, DATED 3/31/17.
3.) ASSESSOR'S PARCEL NUMBERS: 263-301-11
ANO 263-312-01.
LEGEND
APPROX. TOP OF BLUFF/
BLUFF EDGE
40-FOOT REAR YARD
SETBACK FROM BLUFF
EDGE
2" 3"
ORIGINAL DRAWING MEASURE
BENCH MARK
~ CITY OF SOlA~lA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC-43, 3S NATIONAL GEODETIC SURVEY
DISC IN HEADWALL, 0.2 MILES NORTH OF SOI.ANA VISTA DR.
ON EAST SIDE OF NORTHBOUtm HIGHWAY 101, 3 FEET OFF
SHOULDER ANO 6 FEET WEST OF CARDIFF BY THE SEA SIGN.
.ELEY.; 34.670 (NAVO 88)
AS-BUILT
By·~-_______ Dote: __ _
R.c .. ~------ Exp: __ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
SITE PLAN-EXISTING CONDITION FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
DRAWING NO.
SBGRSheet 4 of 15
OJ
0)
I'- r--- n N
f--
n::: g
(_)
60 CONC
----------- 50
=
EXISTING TIED-BA
SHOTCRETE SEAWALL
PROPOSED SEAWALL TO ABUT EXISTING
SEAWALLS, NORTH & SOUTH, WITH HAND SCULPTED & COLORED SURFACE TREATMENT TO MATCH EXISTING SEAWALLS TO MAXIMUM EXTENT FEASIBLE - TOPOGRAPHIC SURVEY MAP BY CIREMELE SURVEYING INC., J.N. 17-037, DATED 4/26/2017. - MAP SUPPLIED BY OWNER. 5· 10· 20'
SCALE: 1"=10'
40'
SITE PLAN-PROPOSED REPAIR SCALE: 1"=10'
Fire Chief Date:
DISTRICT
PAC!r!C
'o
I
in
CONC
FACE OF 50.00
GARAGE
40-FOOT REAR YARD
SETBACK FROM BLUFF EDGE
HOUSE
HOUSE
327 PACIFIC AVE
APN: 263-301-11
OUTLINE
'o
I
"'
~ 5 u _J 0
_J
m
DECK
" I
EXISTING TIED-BACK
SHOTCRETE SEAWALL
APPROX. EL. 15' MSL, CONSTRUCT SHOTCRETE WALL EXTENSION UP TO EL 35' MSL
AVENUE
-------
----- , __
tD
N
HOUSE 0 325 PACIFIC AV£. f-- z APN: 263-312-01 0
_J
HOUSE Q OUTLINE <(
2 ANY ALL EXISTING STRUCTURES ON
BLUFF FACE (I.E., SEEWARD OF BLUFF EDGE) WILL NEED TO BE REMOVED AS PART OF THIS PROJECT TO MAXIMUM
EXTENT FEASIBLE
TOTAL WALL EXTENSION 100'-0"±, MEASURED PARALLEL WITH PROPOSED SEAWALL ALIGN ENT BEACH
PACIFIC
OCEAN
st
i" N
)3
" p f--
I!: 0
_J
2:
ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL
EXISTING TIED-BACK
SHOTCRETE SEA~
BEACH
APPROVED FOR CONSTRUCTION
By: Robert D. Mahony Date: 10-10-1 1-~-________________________________________________ ++ ______ -l-l --__ -1-1 By: _________ Dote:___ By: _________ Dote: __ _ Nome: Soil Engineering Const. Inc. Mohammad Sommok, City Engineer Drown By R.C.E. 16459 Exp: 06/30/23 By: Date:___ R.C.E.: 37146 Exp: 6/30/24
REMOVE EXISTING LOW WOOD WALLS
INSTALL EAST WEST "KEYSTONE" FILL
CONTAINMENT WALL ALONG PROPERTY LINE, HEIGHT OF "KEYSTONE" WALL VARIES UP TO 6'-0"± HIGH
RECONSTRUCTED SECTIONS OF MID-TO-UPPER
BLUFF WILL INCLUDE SLIGHT UNDULATIONS TO
PROVIDE MORE NATURAL FINISHED BLUFF APPEARANCE. ELEVATIONS OF RECONSTRUCTED BLUFF AT NORTH AND SOUTH BOUNDARIES OF PROJECT WILL CLOSELY MATCH EXISTING BLUFF ELEVATIONS ON ADJACENT PROPERTIES
LEGEND AND ABBREVIATIONS
PROPERTY LIN£
e FOUND LEAD & DISK STAMPED "LS 7655"
AT 7.00' OFFSET PER CR 37918
...--SO- EX/STING CONTOURS AT 2' INTERVALS
APN ASSESSOR'S PARCEL NUMBER
ASPH ASPHALT
CONG CONCRETE
CR CORNER RECORD
BENCH MARK CITY OF SOLANA BEACH SURVEY CONTROL POINT NO. 2012, NAMED ENC-43, 3.5" NATIONAL GEODETIC SURVEY
DISC IN HEADWALL, 0.2 MILES NOR1H OF SOLANA VISTA
DR. ON THE EAST SIDE OF NOR1HBOUND HIGHWAY 101,
3 FEET OFF SHOULDER AND 6 FEET 1;£ST OF CARDIFF
BY mE SEA SIGN.
ELEVATION: 34.670 FEET (NA VD 88)
GENERAL NOTES 1.) BOUNDARY SHOWN HEREON IS BASED ON A
FIELD SURVEY AND RECORD DATA PER MAP
NO. 1749 AND CORNER RECORD NO. 37918.
2.) AERIAL MAPPING PROVIDED BY PHOTO GEODETIC
CORP., PROJECT NO. 475417, DATED 3/31/17.
3.) ASSESSOR'S PARCEL NUMBERS: 263-301-11
AND 263-312-01.
LEGEND
- PROPOSED SEAWALL EXTENSION
APPROX. TOP OF BLUFF/
BLUFF EDGE
40-FOOT REAR YARO
SETBACK FROM BLUFF
EOGE
-{Nl-"'8- PROPOSED GRADED CONTOUR
ORIGINAL DRAWING MEASURE
AS-BUILT
Bye.· _______ Date: __ _
R.C.E.c..· ______ Exp: __ _
BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
~ CITY OF SOLANA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC-43, 3.5~ NATIONAL GEODETIC SURVEY
DISC !N HEADWALL 0.2 MILES NOR'll-1 OF SOLANA VISTA OR.
ON EAST SIDE OF NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER AND 6 FEET WEST OF CARDIFF SY THE SEA SIGN.
.ElEY.,.; 34.670 {NAVO 88)
SITE PLAN-EXISTING CONDITION FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
3"
DRAWING NO.
SBGRSheet 5 of 15
B
BO'
70'
60'
1 50'
~
g
:;;
z 40'
0 ~
~ 30'
20'
10·
'~,,
Fire Chief
B' B 325 B' E CONC. RECONSTRUCT PORTION OF UPPER BLUFF
INCLUDING PROPOSED LANDSCAPE
IMPROVD.CENTS ON BLUFF
E CONC. PACIFIC
APPROX. EXISTING
BLUFF SLOPE
,Elll3113113 1EIIE IIEIIE l11= 1~1IEIIE IISIElll==JIE II~ -=I I 1::::1 I l==j I i=II l= I 11::::11 t=-1 1 i::=IIF ' ·-, 11=11 1::::11 Ell fc -=' ' lii=il" = ' 'I= - - "'--:c•· - - - =ill' - 1---'-'m--Llrnillm!-Llrn!l.!rnillm I I= '::fl TORREY SANDSTONE t=' 11~1 , ·~!Jjj\=il 11;';:;I I l;';:;ill=;;I I 1::=111
l~lTT
- -TIT-
(E) TIEBACKS,
VARIES
80'
70'
(E) T
60'
so· ~
V,
~
t;;
t:'
:;; 40' z
0 ~ 30'
20'
10·
BO'
70'
60'
1 so· ~
g
:;;
z
0 ~ 30'
20'
10·
z
0 vi
z
ERODIBLE
CONCRETE F1LL
RECONSTRUCT PORTION OF UPPER BLUFF
Wfll-i GEOGRID REINFORCED F1LL,
APPROX. GRADIENT 1 c1 (H,V),
SEE SHEET 1 0 FOR GEOGRID DETAILS
N CONCRETE GRADE
BEAMS W/ SOIL NAILS,
AS PER DETAJL 2/ 10,
SHEET 10
EL
8 PROPOSED TIED-BACK
SHOTCRETE WAJLL
~ ~r~~Et~~~S~~t
'o
I
lil
SECTION-EXISTING
325 PACI FIC AVENUE
SECTION - PROPOSED
325 PAC IFIC AVENUE SCALE: 1 ".,.10' SCALE: 1 "=10'
DISTRICT ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION By: Robert D. Mahony Dote:10- 10-1 f--------------+-+----jBy: _________ Oote: ___ By: _________ Oote: __ _ Name: Soil Engineering Const. Inc. Mohammad Sammak, City Engineer Drawn By R.C.E. 16459 Exp: 06/30/23 By: Date:_ __ R.C. E. : 37 146 Exp: 6/ 30/ 24
BENCH MARK
.QES..C.BJfII.. CllY OF SOL.ANA BEACH SURVEY CONTROL POINT NO. 2012, NAMED ENC-43, JS NATIONAi. GEODETIC SURVEY
DISC IN HEADWALL, 0.2 MILES NOR'Tl-1 OF SOI.ANA VISTA DR.
ON EAST SIDE OF NOR'THBOUND HIGHWAY 101, 3 Fffi OFF
SHOUtDER AND 6 f"EET WEST OF CARDIFF 8'1' THE SEA SIGN. .El.EY..; 3+.670 (NAVO 68)
(N) TIEBACKS
UPPER ROW
(E) TIEBACKS,
VARIES
(E) T
70'
60'
so· '.'.]
V,
~
g
:;; 40' z
Q
~
~ 30'
20'
10·
0 AS-BUILT
ABBREVIATIONS:
c.c.
c.o.
E.W.
(E), (N)
N.I.C.
P.T.D.F.
T.O.G.B.
T.O.W.
T. ·& 8 .
U.N.O.
V.I.F.
8.0.W.
G.B.W.
T.O.C.
T.O.G.
E.F.
-CENTER TO CENTER
-CLEAN OUT
-EACH WAY
-EXISTING. NEW
-NOT IN CONTRACT
-PRESSURE TREATED
DOUGLAS FIR
- TOP OF GRAOE BEAM
-TOP OF WALL
- TOP AND BOTTOM
- UNLESS NOTED OTHERWISE
-VERIFY IN FIELD
-BOTTOM OF WALL
-GRADE BELOW OF WALL
- TOP OF CONCRETE
-TOP OF GRADE
-EACH FACE
1" 2"
ORIGINAL DRAWING MEASURE
Bye.· _______ Date: __ _
R.C.E.c.. · ______ Exp, __ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
CROSS SECTIONS- 325 PACIFIC AVENUE FOR:
325-327 PACI FIC AVENUE. SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
DRAWING NO.
SBGRSheet 6 of 15
A
80'
70'
60'
a so· 6
ti
I:'
;!a
z 40'
0 ~
~ 30'
20·
10·
APPROX. EXISTING
BLUFF SLOPE
E CONC.
SECTION -EXI STING
327 PAC IFIC AVENU E SCALE: 1--1 ·
ENGINEER OF WORK
327
PACIFIC
'--~ -·~·'
ED
(E) TIEBACKS,
VARIES
(E) TIEBACKS,
IES
CITY APPROVED CHANGES
70'
60'
so· J
V,
6 ti
I:'
;!a
40' z
0 ~
~ 30'
20·
10·
APP'D DATE
80'
70'
60'
J
V, so· 6
ti
I:'
;!a
z 40'
0 ~
~ 30'
A
z
0 a;
z
ERODIBLE
CONCRETE FlLL
EL.
RECONSTRUCT PORTION OF UPPER BLUFF
INCLUDING PROPOSED LANDSCAPE
IMPROVEMENTS ON BLUFF
RECONSTRUCT PORTION OF UPPER BLUFF
WITH GEOGRID REINFORCED FILL.
APPROX. GRADIENT 1:1 (H:V),
SEE SHEET 10 FOR GEOGRID DETAJLS
N CONCRETE GRADE
BEAMS W/ SOIL NAILS.
AS PER OETAJL 2/ 10,
SHEET 10
EL.
EL. 60'
s .
' ~-\~-
.:~~---
·>: -------
·----.
32 7
PACIFIC
EA~~fi t '=~~~ .. -< •.:~ . .- (E) TIEBACKS.
XISTING 2' -6- DIA.
IER (PROJECTED)
----
W/ CONCRETE
WALER BEAMS AT
UPPER BLUFF
REPAJR, (lYP.)
.. IES
A'
80'
70'
60'
so· J
V,
6 ti
I:'
;!a
40' z
0 ~
~ 30'
8 PROPOSED TIED-BACK e}1~, ~ ~ ~ ~ ~ ~ 1JC:~"gf~ ~
~ 20· 0
I
-~
10·
0 RECOMMENDED FOR APPROVAL
fi==Tll=T'~~rrm~=mlfn! - - - - - - - - 1~ =-''
SECTI ON -PROPOSED
327 PACI FIC AVENUE SCALE: 1"=10'
APPROVED FOR CONSTRUCTION
TB - T15
ED
BENCH MARK
(N) TIEBACKS
UPPER ROW
J , 'm 11ml 11ml' 'm'' 'm' 1 lffi.
1:;jl TORREY SANDSTONE t~ ~!Jb~J I l;;;I I l;;;ill;:;;11 J==l 1 1 (E) TIEBACKS,
VARIES
20·
10·
0 AS -B UILT
ABBREVIATION S:
C.C. c.o.
E.W.
(E). (N)
N.1.C.
P.T.D.F.
T.O.G.8.
T.O.W.
T. & B.
U.N.O.
V.1.F.
B.O.W.
G.B.W.
T.O.C.
T.O.G.
E.F.
-CENTER TO CENTER
-CLEAN OUT
-EACH WAY
-EXISTING, NEW
-NOT IN CONTRACT
-PRESSURE TREATED
DOUGLAS FIR
-TOP OF GRAOE BEAM
-TOP OF WALL
- TOP AND BOTTOM
-UNLESS NOTED OTHERWISE
-VERIFY IN FIELD
-BOTTOM OF WALL
-GRADE BELOW OF WAJLL - TOP OF CONCRETE
- TOP OF GRADE -EACH FACE
1·
ORIGINAL DRAWING MEASURE
By~· _______ Date: __ _
R.C.E.c.· _____ _ Exp: __ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
CROSS SECTIONS-327 PACIFIC AVENUE FOR: By: Robert D. Mahony Dote: 10- 10- 1 Nome: Soil Engineering Const. Inc . By: _ ________ Doti!: ___ By: -------~-Doti!: __ _ Mohammad Sommok, City Enginl!l!r
~ CITY OF SOI.ANA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC- 43, 3S NATlONAL GEODETIC SURVEY
DISC IN HEADWALL D.2 MILES NORTl-1 OF SDI...ANA \11STA DR .
ON EAST SIDE OF NORTHBOUND HIGHWAY 101, 3 FEIT OFF
SHOULDER AHO 6 FEET WEST OF CARDIFF BY THE SEA SIGN.
..fl...EY..; .54.670 (NAVO 8a)
325- 327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
SBGRDrown By R.C.E. 1§459 Exp: _i;o[li6,l./~30Q./<'.;21.;3Ll------ -------i-- r----i By: Doti!: _ _ _ R.C.E.: 37146 E,p, 6/30/24 Sheet 7 of 15 327 PACIFIC AVENUE
PL PL
RECONSTRUCT BLUFF W IMPORTED
SOIL FILL, SLOPE GEOGRID REINFORCED
W/ (5) ROWS OF HORIZONTAL GRADE
BEAMS SUPPORTED BY SOIL NAILS
(SHOWN HATCHED)
5 CONTINUOUS BARS @
6" C.C. E.W .. E.F. (EACH FACE), "PANEL REINFORCING",
ALL REBAR TO BE EPOXY COATED, (TYP.)
'WEAR" COURSE
MONOLITHIC CONCRETE
PLACEMENT. DEPTH VARIES
INSTALL PUNCHING REINF'T AT
(E) SEAWALL
UP COAST
1 '-4"± (AT TOP)
2' -4 "± (AT BOTTOM)
~~~ ~~~ H?,-~o.(2
(ot~ 0
TRUSS BARS
EL 20' & 30' MSL
TIEBACKS
ANCHOR PL AS PER
-
2" DIA. WEEP HOLES
AT EL. 1 o.o· MSL± SPACED o 1 o· -oM c.c.±
4 TIES @ 5'-0" C.C.±
HORIZ. & VERTICALLY. INSTALL W/ 135" HOOK,
(INSTALL AS NECESSARY)
! ~
i:\ c,O
.J 1515
--· ~-~~ ~ ·. t ::, N
PROFILE-WALL ELEVATION SCALE: N.T.S.
PL TABLE "A", SHEET 9, GALVANIZED
METAL (G.M.), OR USE ANCHOR /.
PLATES AND STEEL TRUMPET
AS PER ANCHOR MANUFACTURER
RECOMMENDATIONS, BY
-~y~~ a.. "T" 1s·-30· (MAX.)
OYWIDAG, OR EQUAL
"WEAR" COURSE
MONOLITHIC CONCRETE
PLACEMENT, DEPTH VARIES
=
{~ INSTALL "J" ORAJN PANELS, OR CCW
MIRAORAIN 2000 PANELS, OR EQUAL. " AS CHIMNEY DRAIN, APPROX. 4' -0" WIDE PANELS, W/ CCW HC 12"
SIOEOUT DRAINAGE CONNECTOR, TIED
INTO 2" DIA. SCH. 40 PVC DRAIN
OUTLET PIPE WEEP HOLE. (TYP.)
TO MINIMIZE VISUAL IMPACT OF REPLACEMENT BLUffTOP
RETAINING WALL NEW WALL SHALL BE IRREGULAR IN SHAPE,
COLORED AND ROUGHLY TEXTURED TO MIMIC APPEARANCE
OF ADJACENT NATURAL FLUFF SOIL MATERIALS.
E SEAWALL
OVERLAP PROPOSED "WEAR"
COURSE ONTO END OF EXISTING SEAWALL AT
NEIGHBORING PROPERTIES, V.1.F.
325 PACIFIC AVENUE
([)
DETAIL-TIEBACK HEAD (TYP.) CD DETAIL-WALL END 2 SCALE 3/4"=1'-0" SCALE, 3/4"=1'-0" 8 PL
REMOVE EXISTING LOW WOOD WALLS
INSTALL EAST WEST "KEYSTONE" FILL
CONTAINMENT WALL ALONG PROPERTY LINE.
HEIGHT OF "KEYSTONE" WALL VARIES
UP TO 6'-0"± HIGH, AS NECESSARY, V.I.F.
EXTEND SEAWALL TO EL. 35' MSL.
INSTALL AOOffiONAL TIEBACKS, TOTAL (15),
SCULPTED & COLORED SURFACE TREATMENT
TO MATCH EXISTING SEAWALLS TO MAXIMUM
EXTENT FEASIBLE
SEAWALL
DOWN COAST
40 35
30 25
20 15
10 Q
EL 40'
T.O.W. EL 3S'
TOP OF J-DRAIN EL 33'
J-DRAIN TO EXTEND
TD EL. 33' AT BACK
FACE OF WALL WHERE
NO CONCRETE INFILL IS REQUIRED
1': MIN. SLOPE
EL. 17'±
-£:trf:S·ilf*±triB!'tJB§#bW&i:F 111=1••-111=111::::lll::::lll-111=:11· -···- ::l!I:='' " INSTALL ~==-DRAIN OR CCW MIRAORAIN 2000 PANELS, OR EQUAL, AS CHIMNEY
DRAIN, APPROX. 4'-0" (2'-0") WIDE
PANELS, W/ CCW HC 12" SIDEOUT
DRAIN CONNECTOR, TIED INTO 2" DIA.
SCH. 40 PVC DRAIN OUTLET PIPE
WEEP HOLE, (TYP.)
TORREY
SANDSTONE
DETAIL-WALL DRAIN (TYP.) SCALE, 1 "=5' (i)
'WEAR" COURSE
MONOLITHIC CONCRETE
PLACEMENT, DEPTH VARIES
MAKE ROUGH AND SANDBLAST
CLEAN JOINT AREA OF TOP
OF EXISTING SEAWALL
EL 15' MSL±, VARIES
CONNECTION JOINT - --
INSTALL 8 DOWELS EPOXY
COATED @ 12" C.C. AT
SEAWALL CONNECTION JOINT,
DRILL 12" INTO (E) SEAWALL
CONCRETE 1 1 / 4" DIA. HOLE,
CLEAN HOLE AND USE EPOXY
GROUT
TOP OF (E)
SEAWALL. V.I.F.
DETAIL-CONNECTION JOINT SCALE, N.T.S.
..!.....tl.QIE.
16" WALL THICKNESS ASSUMED
FOR STRUCTURAL CALCUlATlONS,
ALL STEEL REINFORCEMENT SHALL
BE EPOXY COATED.
z
0 \i
8 ~
j
I "' ·- g
!
w
ED
AS-BUILT
ABBREVIATIONS:
c.c.
c.o.
E.W.
(E), (N)
N.I.C.
P.T.D.F.
T.O.G.B.
T.O.W.
T. & 8. U,N.O.
V.1.F.
8.0.W.
G.B.W.
T.O.C.
T.O.G.
E.F.
-CENTER TO CENTER
-CLEAN OUT
-EACH WAY
-EXISTING, NEW
-NOT IN CONTRACT
-PRESSURE TREATED
DOUGLAS FIR
-TOP OF GRADE BEAM
-TOP OF WALL
-TOP AND BOTTOM
-UNLESS NOTED OTHERWISE
-VERIFY IN FIELD
-BOTTOM OF WALL
-GRADE BELOW OF WALL
-TOP OF CONCRETE
- TOP OF GRADE
-EACH FACE
1" 2"
ORIGINAL DRAWING MEASURE
By., ________ Date: __ _
R.C.E.c_· ______ Exp: __ _
3"
ENGINEER OF WORK CITY APPROVED CHANGES App'O DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
Sy: Robert D. Mahony Dote: 10-10-1 8 Dote: __ _
Nome: Soi! Engineering Const., Inc. t==============:'.:==========t===:t===:1 By: _________ Date:___ y, -Mc-o,-ho_m_m_o_d,-..,,.So_m_m_o_,k-, -cCccity Engineer Fire Chief Drawn By R.C.E. 16459 Exp: 06/30/23 By: Dote:___ R.C.E.: 37146 Exp: 6/30/24 ~ CITY OF SOLANA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC-43, 3S NATIONAL GEODETIC SURVEY
DISC IN HEADWALL. 0.2 MILES NORTH OF SOI.ANA VISTA OR.
ON EAST SIDE OF NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER AND 6 FEET WEST OF CARDIFF BY THE SEA SIGN.
..EL.EY..; 34.670 (NAVO 88)
TIEBACK WALL ELEVATION & DETAILS FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
SBGRSheet 8 of 15
~ - - TIEBACK DETAILS - / - - - - I PROTECTIVE
END CAP - - - - ~~J,. ~ \ \ E TINTED GLASS PANEL
FENCE (TYP.), TO REMAJN
\ ~~ \ "' "' I
i5
X " 8"
~';-
- ) iEf
- :t - 0
NOTES: - - - ~/ 1. ANCHOR PLATE, TRUMPET &
PROTECTIVE END CAP SHALL - - E DRILLED PIER BE HOT DIP GALVANIZED. - _,,.,/ SYSTEM
2. ANCHOR
PROV1DE
CENTRALIZERS
BONDED
ANCHOR AT
ZONE.
TENDON
1 O' O.C. IN DETAIL-MULTISTRAND ANCHOR 1 - W/ DOUBLE CORROSION PROTECTION SCALE: N.T.S. 9
SECTION-EXISTING FENCE
TIED-BACK
WALL
DETAIL-ANCHOR SCHEMATIC 2
9 TIEBACK ANCHORS SCHEDULE-TABLE
MARK DESIGN TEST LOCK-OFF UNBONDED TOTAL LOAD LOAD LOAD ZONE LENGTH KIPS KIPS KIPS FEET (MIN. FEET T1-T7 85.0 113.0 85.0 15 40
T8-T15 200,0 266.0 200.0 15 65
JjQill;
nA"
TOTAL TOTAL TIEBACK STRAND NUMBER HEAD ANCHOR EACH PLATE 7 10"x10"x2
7 8 10"x10"x2
- MULTISTRAND ANCHORS, OR BARS, TO BE BY DYWIDAG SYSTEMS, INTERNATIONAL (OSI), OR EQUAL.
TYPE C-DCP-BOUBLE CORROSION PROTECTED.
- MULTISTRAND ANCHORS ARE RECOMMENDED, 0.6" DIA, 270 KS!, STRAND ANCHORS AS PER TABLE. - ALL TIEBACK ANCHORS TO BE PROOF TESTED.
PROOF TEST AJLL TIEBACK ANCHORS TO 133% D.L
TIEBACK ANCHOR TESTING PROCEDURE TO BE IN GENERAL CONFORMANCE WITH Pl1 MANUAL.
F1F11-I EDITION, AND SPECIF1CAJLLY IN ACCORDANCE WITH FOLLOWING SECTIONS:
PERFORMANCE TESTING SECTION 4.3.7.1
PROOF TESTING SECTION 4.3.7.2
ACCEPTANCE CRITIERIA SECTION 4.5.6
SECTION
SCALE: N.T.S.
NOTE
1/8"
1/8"
- LOCK-OFF ALL TIEBACK ANCHORS AFTER ACCEPTED TESTING TO 50% (MIN.) OF ULTIMATE STRENGTH. - INCLINATION BELOW HORIZONTAL PLANE {BLUFF FACE): 15" TO 20" (MAX.). - HIGH PRESSURE GROUTED, DRILLED 6" DIA. {MIN.) ANCHOR HOLES USED FOR DESIGN PURPOSES. - APPROX. TOTAL TIEBACK ANCHORS ANTICIPATED (15). TOTAL NUMBER OF EACH MARK IS ESTIMATED ONLY, BASED ON DESIGN SECTIONS, V.I.F.
ADDITIONAL TIEBACK ANCHORS MAY BE INSTALLED IF DEEMED NECESSARY BY SOIL ENGINEER'S REPRESENTATIV1E BASED ON F1ELD CONDITIONS.
- FOR TIEBACK ANCHOR LOCATIONS SEE WAJLL PROF1LE-E/8.
DISTRICT ENGINEER OF WORK
SCALE: N.T.S.
ED SECTION B SCALE: N.T.S. 9
CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION By: Robert D. Mahony Date: 1 0-10-1 Bt:=========================t===~==:::J By: _________ Date:___ By: -,-,-,---:-:,:---;-;:,:-Date: __ _ Name: Soi! Engineering Const.. Inc. , Mohammed Sammak, City Engineer Drawn By R.C.E. 16459 Exp: 06/30/23 By: Date:___ R.C.E.: 37146 Exp: 6/30/24
BENCH MARK
~ CITY Of SOLANA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC-43, 3S NATIONAL GEODETIC SURVEY
DISC IN HEADWALL, 0.2 MILES NORTH OF SOLANA VISTA OR.
ON EAST S!DE OF NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER AND 6 FEET WEST OF CARDIFF BY THE SEA S!GN.
~ 34.670 (NAVO 88)
EXISTING
AS-BUILT
FENCE DETAIL
ABBREVIATIONS:
c.c.
c.o.
E.W.
{E), {N)
N.I.C.
P.T.D.F.
T.O.G.8.
T.O.W.
T. & 8.
U.N.O.
V.I.F.
8.0.W.
G.8.W.
T.O.C.
T.O.G.
E.F.
-CENTER TO CENTER -CLEAN OUT
-EACH WAY
-EXISTING, NEW
-NOT IN CONTRACT
-PRESSURE TREATED
DOUGLAS F1R -TOP OF GRADE BEAM
-TOP OF WAJLL
- TOP AND BOTTOM
-UNLESS NOTED OTHERWISE
-VlERIFY IN F1ELD -BOTTOM OF WAJLL
-GRADE BELOW OF WAJLL
-TOP OF CONCRETE
-TOP OF GRADE -EACH FACE
2"
ORIGINAL DRAWING MEASURE
By-~· _______ Date: __ _
R.C.E._· ______ Exp: __ _
3•
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
TIEBACK & CABLE RAILING DETAILS FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
SBGRSheet 9 of 15
A
70'
60'
ERODIBLE
CONCRITE FlLL
RECONSTRUCT PORTION OF UPPER BLUFF
INCLUDING PROPOSED LANDSCAPE
IMPROVEMENTS ON BLUFF
RECONSTRUCT PORTION OF UPPER BLUFF
WITH GEOGRID REINFORCED FILL,
APPROX. GRADIENT 1, 1 (H,V),
SEE SHEET 1 0 FOR GEOGRID DETAILS
EL.
EL.
EL 35'
327
PACIFIC
KLY
NTED -:·.
L.,..,-~-'.·." (E) TIEBACKS,
ISTING 2'-6" DIA.
IER (PROJECTED)
--...... _
W/ CONCRETE
WALER BEAMS AT
UPPER BLUFF
REPAIR, (TYP.)
s
-i'
. ._.;-
R<.,
<-.,'-0
✓" ..::!'.s,, -~~---..----
SOIL NAJL ANCHOR "SN", SEE SOIL
NAIL ANCHORS SCHEDULE-TAJBLE B , INSTALL APPROX. o s•- oM± c.c. VERT. AND O 9'-0H± c.c. HORIZ. ----- ----- ----- ----- TEMPORARY SAFETY MESH ON ...
FACE OF BLUFF, AS NEEDED
~ER CONTRACTOR, V.I.F.
\ ;;;----------- 1 ·-o· (MIN.) w -----
CONCRETE GRADE BEAM 1'-0" WIDE "'41N.
ANO 2 -6 ± HIGH, FOR FULL LENGTH
OF SLOPE REPAJR, TOTAL (5) ROWS
UPPER BLU FF REPAIR NOTES:
1. DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH
2019 CBC, AS AMENDED BY STATE OF CALIFORNIA, AND
CITY OF SOLANA BEACH CODES ANO ORDINANCES.
2. ALL DIMENSIONS, CONDITIONS ANO LOCATION OF FACIUTIES TO BE VERIFIED AND DETERMINED IN FlELD.
3. EXACT LOCATION ANO EXTENT OF PROPOSED REPAJRS TO
COASTAL BLUFF MAY BE ADJUSTED AS FIELD CONDITIONS
REQUIRE AT TIME OF CONSTRUCTION.
4. ALL EXPOSED STEEL, IF ANY, SHALL BE GALVANIZED OR COATED WITH CORROSION INHIBITING PAJNT.
5. ALL CAST -IN-PLACE REINFORCED CONCRITE/SHOTCRETE SHALL HAVE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI.
USE CEMENT TYPE II PORTLAND CEMENT.
MAXIMUM WATER-CEMENTmous MATERIAL RATIO, BY WEIGHT.
NORMAL WEJGHT CONCRITE, TO BE OF 0.45.
SHOTCRETE TEST PANEL SHALL BE SHOT, CURED, CORED OR SAWN, EXAMINED AND TESTED PRIOR TO Cm.0.4ENCEMENT OF PROJECT.
6. REINFORCING STEEL SHALL CONFORM TO ASH,4 A615,
GRADE 60 FOR #4 BARS AND ABOVE.
ALL REBAR TO BE EPOXY COATED.
7. STEEL MrnBERS, IF ANY, SHALL BE,
- ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO
ASTM A992, GRADE 50,
- MISCELLANEOUS CHANNELS, ANGLES, AND Pl.ATES SHALL
CONFORM TO ASTM A36.
8. SECTION AT CONSTRUCTION JOINT (C.J.) MAKE ROUGH
AND FORM KEY.
z
0 vi
z
DETAIL-SCHEMATIC UPPER BLUFF REPAIR 9. REINFORCEMENT COVER:
- CONCRITE CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH SHALL HAVE MINIMUM 3" CONCRITE COVER, 30' s PROPOSED TIED-BACK , .~. ·:~~\· ,• ~ ;~. ~ ~~;~m~~ION .• ' l r:'=fll=ll l==fll=TTl==TTT=1 -
! UP TO EL 35' MSL - =ill=li l=tjl~ J1C
20'
10·
0 I
'Ti
SECTI ON -PROPOSED
327 PACIFIC AVENUE SCALE: 1 "=10'
SOIL NAIL ANC HORS SCHEDULE-TABLE "B"·
MARK DESIGN TEST LOCK-OFF UNBONOEO BONDEC TOTAL TOTAL
LOAD LOAD LOAD ZONE ZONE LENGTH SOIL KIPS KIPS KIPS FEET FEET FlEET NAILS, V.I.F.
SN1-SN30 25 □ 33.5 N/A 5 20 25 30
SOIi NAIi S INSTALLATION· IT IS ANTICIPATED 5 ROWS O 5 TO 6 EA. = UP TO 30± TOTAL. V.I.F.
ANCHORS TO BE ISCHEBECK TITAN INJECTION ANCHORS BY CONTECH SYSTEMS LTD.
USE TITAN R3'!{11 (L.H. THREAD), W/ APHERICAL COLLAR NUT AND WALER PLATE. vgG~o~8AfT1°/J i;~~"~r,"2: ~C3Hl~\1ps25 0 KIPS
NO PRESTRESSING LOCK-OFF LOAD.
TYPICALLY, 5-10 ~ OF INSTALLED SOIL NAJLS ARE TO BE TESTED.
NOTE
TEST (2) SOIL NAILS EACH ROW, TO BE SELECTED BY PROJECT SOIL ENGINEER.
ANCHORS ANO HARDWARE TO BE HOT DIP, OR HOT SPRAY GALVANIZED (METALLIZED). TITAN ANCHORS TO BE INSTALLED W/ SOIL BITS OR TUNGSTEN CARBIDE DRILL BrTS. TITAN ANCHORS TO BE INSTALLED W/ SMALL EQUIPMENT, BY HAND-HELD SINKER DRILL, OR IF NECESSARY W/ MINER'S JACKLEG DRILL.
ANTICIPATED TOTAL DEPTH TO BE 25'-0" FROM FACE OF EXISTING BLUFF.
AT CONTRACTOR'S OPTION SOIL NAILS MAY BE DRILLED PRIOR OR AFTER SLOPE RESTORATION.
SOIL NAILS TO BE INSTALLED O 9'-0" C.C. ± HORIZONTALLY. AND O 5'-0" C.C. ± VERTICALLY. V.I.F.
WALER/ STAMPED BEARING PLATE TO BE MINIMUM 12"X12" SQUARE 3/4" THK., AS USED FOR SLOPE WIRE MESH PROTECTION. Pl.ATES AND ALL HARDWARE TO BE HOT DIPPED GALVANIZED.
ENGINEER OF WORK
ED
GfOGRID BflNEPBCEMfNT·
(N) TIEBACKS
UPPER ROW
PRINCIPAL GRID O 2'-6" UFTS VERTICAL (MAX.)
MJRAGRIO 5XT, OR APPROVED EQUAL,
INSTALL FOR FULL WIDTH OF FILL MASS,
SECURE AT END W/ PLATE AT SOIL NAJL LOCATION, AS APPLICABLE.
INTERMEDIATE LIGHT GRID O 2'-6" LIFTS
VERTICAL (BETWEEN ALL PRINCIPAL GRIDS)
~~~O /.'\j' r:1.tj~gr=~T~~~AL,
CITY APPROVED CHANGES
SCALE: 3/8"=1•- oM
N) GRADE O UPPER BLUFF
APPROX. 1 :1 H:V MAX.
GEOGRID REINFORCE SLOPE FlLL, 90 :t (MIN.) COMPACTION W/ PHI ANGLE =32" AND C•300 PSF
DETAIL-CONCRETE GRADE BEAM TYP.
GRAPING QUANTITIES AND EIU COMPACTION SPECIFICATION·
ON-SITE SOILS SHALL BE USED TO RECONSTRUCT SLOPE AT
EXISTIING SCARP ANO FOR KEYSTONE RETAINING WALL BACKFILL.
COMPACT FlLL TO 90~ OF MAXIMUM ORY DENSrTY, BASED UPON
ASHA D1557, LATEST REVISION.
rT IS ANTICIPATED THAT COMPACTION SHALL BE PERFORMED WITH
SMALL COMPACTION EQUIPMENT, EACH COMPACTION LIFT SHOULD NOT EXC EED 8" IN THICKNESS.
TOTAL TONNAGE AND VOLUME OF BACKFILL ESTIMATED:
UP TO 1 450 TONS APPROX. 900 CY OF BACKFILL
APP'O DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION Sy: Robert D. Mahony Dote: 10-10-1 B D t B Dote
Nome: Soil Engineering Const. Inc. t-------------+---+---t y, ---------' a e y: ~M~o-ho_m_m_o_d~So_m_m_o_k_, ""c,,-ity Engineer Fire Chief Drown By R.C.E. 16459 Exp: 06/30/23 By: Date:___ R.C. E.: 37146 Exp: 6/ 30/ 24 10 1'-0" (MIN.)
2 10
TEMPORARY SAFETY MESH ON SLOPE,
AS NEEDED PER CONTRACTOR, V.I.F.
CONCRITE GRADE BEAM W SOIL NAJLS
INSTALL (8) #5 F. & 8. (FRONT & BACK),
INSTALL #4 TIES O 4" C.C. STARTING
3" FROM CENTER OF ANCHOR,
INSTALL TIES W/ 135' HOOK
INSTALL STANDARD HARDWARE W NUT
PLATE 12x12x1" (G.M.). V. I.F.
INSTALL STANDARD HARDWARE W NUT
SOIL NAIL ANCHOR
SEE TABLE ·9·
ABBR EVIATION S:
c.c.
c.o. E.W.
(E), (N)
N.I.C.
P.T.O.F.
T.O.G.B.
T.O.W.
T. & 8.
U.N.O.
V.1.F.
8.0.W.
G.8.W.
T.O.C.
T.O.G.
E.F.
-CENTER TO CENTER -CLEAN OUT
-EACH WAY
- EXISTING, NEW
-NOT IN CONTRACT
-PRESSURE TREATED
DOUGLAS FIR
-TOP OF GRADE BEAM
-TOP OF WALL
-TOP AND BOTTOM
-UNLESS NOTED OTHERWISE
- VERIFY IN FIELO
-BOTTOM OF WALL
-GRADE BELOW OF WALL
- TOP OF CONCRITE
- TOP OF GRAOE
-EACH FACE
- CONCRITE EXPOSED TO EARTH OR WEATHER SHALL HAVE
MINIMUM 2" CONCRITE COVER FOR #6 BARS AND AJBOVE,
1 1 /2" FOR #5 BARS ANO BELOW.
10. SPUCES OF REBAR TO BE CLASS (B) SPLICE.
LAP SPLICES OF REINFORCING BARS IN SHOTCRETE SHALL
UTILIZE NONCONTACT LAP SPLICE METHOD WITH MINIMUM
CLEARANCE OF 2 INCHES BETWEEN BARS (2016 CBC SEC. 1908.4.3).
11. EPOXY ADHESIVE TO BE "SET-XP" BY SIMPSON STRONG-TIE COMPANY, INC., ESR-2508, OR EQUAL.
CONCRITE / GROUT PATCH, IF mY, SHALL BE APPROVED
HIGH STRENGTH CEMENT BASED COMPOUND.
12. All RETROFIT HARDWARE, IF ANY, TO BE BY SIMPSON
STRONG-TIE COMPANY, INC., OR EQUAL.
13. SOIL NAIL ANCHOR NOTES:
SEE SOIL NAIL ANCHORS SCHEDULE-TAJBLE "B", AND RELEVANT NOTES, OETAJLS AND SECTIONS.
TIEBACK ANCHORS TO BE ISHEBECK mAN INJECTION ANCHORS.
BY CONTECH SYSTEMS LTD., OR EQUAL.
TITAN INJECTION ANCHORS ARE SELF-ORIWNG BARS.
DIAMETER OF BAR IS 1 INCH., COVER OF APPROX. 1 INCH EACH SIDE IS ANTICIPATED lN ON- SITE MATERIALS. AND AS PER MANUFACTURER'S RECOMMENDATION.
GROUT TO CEMENT GROUT W/ WATER-CEMENT RATIO (W,C) OF
0.4 TO 0.5 = 5 GAL PER SACK.
ALLOW UP TO 22.5 CF OF SANO/ YARD .
ALLOW CURE TIME BEFORE TESTING.
PROVIDE FOR ONE STAGE OF GRAOUTING. BOND BREAKER PVC TUBE TO BE USED IN FREE (UNBONDEO) ZONE.
H. SOIL NAIL ANCHORS ARE HIGH PRESSURE GROUTED.
15. DESIGN RECOMMENDATIONS AND PARAMETERS FROM:
- PRELIMINARY GEOTECHNICAL EVALUATION OF COASTAL BLUFF, 325-327 PACIFlC AVENUE, SOLANA BEACH, CALIFORNIA, PREPARED BY SOIL ENGINEERING CONSTRUCTION, INC., DATED JUNE 26, 2000. - UPDATED PRELIMINARY GEOTECHNICAL EVALUATION,
LAUGHUN RESIOENCE-325 PACIFlC AVENUE, SOLANA BEACH, CA
GREENBERG RESIDENCE-327 PACIFIC AVENUE, SOLANA BEACH, CA PREPARED BY SOIL ENGINEERING CONSTRUCTION, INC.,
OATED OCTOBER 18, 2018.
16. SPECIAL INSPECTION (2016 CBC SEC. 1704, SEC. 107.2. 1), - SEE SPECIAL INSPECTIONS SCHEDULE.
UPON CONCLUSION OF CONSTRUCTION, ENGINEER OF RECORD
WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS
RELATIVE TO REPAIRS TO COASTAL BLUFF AND AS- BUILT
CONSTRUCTION CONOITIONS.
17. CONSTRUCTION DOCUMENTS SHALL BE REVIEWED. AND GEOTECHNICAL
ASPECTS OF CONSTRUCTION SHALL BY PERIODICALLY OBSERVED BY SOIL ENGINEER OF RECORD, ROBERT D. MAHONY, R.C.E., C.E.G., R.G.E.
18. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS
OF AFOREMENTIONED REPORT(S).
1" 2"
ORIGINAL DRAWING MEASURE
AS-BUILT
By~· _______ Date: __ _
R.C.E.~· ___ ___ Exp: __ _
~
BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
CITY OF SOLANA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC- 4::5, ::5 .5" NATIONAL GEODETIC SURVEY DISC IN HEAOWAU, 0.2 MILES NORTH OF SOLANA VISTA OR.
ON EAST SIDE OF NORTHBOUND HIGHWAY 101, ::5 FEET OFT
SHOULDER AND 6 FEET WEST OF CARDIFF BY THE SEA SIGH.
~ ::54.670 (NAVO 88)
UPPER BLUFF REPAIR NOTES & DETAILS FOR:
325- 327 PACIFIC AVENUE, SOLANA BEACH , CA 92075
REPAIRS TO COASTAL BLUFF
SBGRSheet 1 0 of 1 5
X
KEYSTONE STANDARD UNIT
ISOMETRIC VIEW
SCALEc NONE
1 1/4" +/-
5 1 / 4" FIBERGLASS
PIN
KEYSTONE STANDARD UNIT
GRID CONNECTION
SCALE, NONE
=m I
'rI I
GEOGRID IS TO BE PLACED ON LEVE L BACKFILL AND EXTEND OVER PINS.
PLACE NEXT UNIT, PULL GRID TAUGHT
AND BACKFILL. STAKE AS REQUIRED. =I I\
~ I
/~, I
( - f
I -,._ 0
\, I 0
~/ /~ PLACE GRID OVER PINS,
PLACE NEXT COURSE, PULL
TIGHT AND BACKFILL.
KEYSTONE STANDARD UNIT
GRID/PIN CONNECTION SCALE, NONE
DISTRICT ENGINEER OF WORK
I
...
'\
' , \ , I
7 CITY APPROVED CHANGES
RESTORE CHAIN LINK NCE
AT OWNER'S OPTION, (BY OTHERS)
NATIVE MATERIAL "SM"
MEDIUM OENSE
1 1/4" UNIT
CORE FILL (TYP.
FORM EARTH SWALE TO PREVENT FLOW
OF SURFACE WATER OVER WALL UNITS
INSTALL 12" THK.
FINISHED
DEPTH MAY VARY FROM 4' TO 12' (MAX.) FOR WIDTH
OF RECONSTRUCTED BLUFF, V.I.F.
COMPACT TO 90% MAX. DRY DENSITY, BASED UPON ASTM 01557, LATEST REVISION, (MATERIAL "SM" W/PHl=32'.C=10D PCF)
SMALL COMPACTION EQUIPMENT IS ANTICIPATED, EACH COMPACTION LIFT SHOULD NOT EXCEED 8" IN THICKNESS (TYP.)
PERMEABLE MATERIAL, OR 3/ 4" DIA. CLEAN CRUSHED ROCK WRAPPED IN FILTER FABRIC MIRAFI 140N, OR EQUAL 4" DIA. PERF. PIPE SOR 35 OR SCH. 40
W/ PERFORATIONS DOWN, SLOPE 17. {MIN.)
TO ORl'JN, CONNECT TO SOLID 4" DIA. PIPE TO FIELD DETERMINED DISCHARGE LOCATION NATIVE MATERIAL "SM"
MEDIUM DENSE
SECTION - THROUGH 7' -0"± HIGH WALL A
RESTORE CHAIN LINK F NCE
AT OWNER S OPTION, (BY OTHERS)
CAP UNIT
KEYSTONE STANDARD UNIT
NATIVE MATERIAL "SM"
MEDIUM DENSE
1 1/4" UNIT
CORE FILL {TYP.)
FORM EARTH SWALE TO PREVENT FLOW
OF SURFACE WATER OVER WALL UNITS
INSTALL 12" THK.
CLAYEY CAP
11 fltl 'MATERIAL "SM"
DEPTH MAY VARY FROM 4' TO 12' (MAX.) FOR WIDTH
OF RECONSTRUCTED BLUFF, V.I.F.
NATNE MATERIAL "SM" BACKFILL
COMPACT TO 90% MAX. DRY DENSITY,
BASED UPON ASTM 01557, LATEST REVISION,
(MATERIAL "SM" W/PHl=32',C=100 PCF)
SMALL COMPACTION EQUIPMENT IS ANTICIPATED, EACH COMPACTION LIFT SHOULD NOT EXCEED 8" IN THICKNESS (TYP.) --?---?-
TRENCH FILL VI CALTRAN$ CLASS 2
PERMEABLE MATERIAL, OR 3/ 4" DIA. CLEAN CRUSHED ROCK WRAPPED IN FILTER FABRIC MIRAFJ 140N, OR EQUAL 4" DIA. PERF. PIPE SOR 35 OR SCH. 40
VI/ PERFORATIONS DOWN, SLOPE 17. {MIN.)
TO DRl'JN, CONNECT TO SOLID 4" DIA. PIPE TO FIELD DETERMINED DISCHARGE LOCATION NATIVE MATERIAL "SM"
MEDIUM DENSE
SECTION - THROUGH 5'-0"± HIGH WALL B
11 APP'O DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK By: Robert D. Mahony Dote: 10-10-1H--------------+---+----I By: _________ Dote: ___ By: _________ Dote: __ _ Name: Soil Engineering Const. Inc. Mohammad Sommok, City Engineer ~ CITl' OF SOLANA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC-43, 3S NATIONAL GEODETIC SURVEY
DISC IN HEADWALL, 0.2 MILES NORTH OF SOLANA VISTA DR
ON EAST SIDE OF NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER AND 6 FEET WEST OF CARDIFF BY THE SEA SIGN.
..ELEY..; 34.670 (NAVO 88) Fire Chief Drown By R.C.E. 16459 Exp: 06/30/23 Bye Oak___ R.CL 37146 Exp, 6/30/24 GENERAL NOTES:
1. DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH 2019
CBC, AS ADOPTED BY STATE OF CALIFORNIA, AND ALL APPLICABLE LOCAL CODES.
2. ALL DIMENSIONS, CONDITIONS AND LOCATION OF FACILITIES TO BE VERIFlED AND DETERMINED IN FJELD.
3. EXACT LOCATION AND EXTEND OF PROPOSED BLUFF STABILIZATION
PROJECT CAN BE ADJUSTED AS FIELD CONDITIONS REQUIRE AT TIME OF CONSTRUCTION.
4. ALL EXPOSED STEEL, IF ANY, SHALL BE GALVANIZED OR COATED WITH CORROSION INHIBITING Pi>JNT.
5. ON-SITE SOILS SHALL BE USED TO RECONSTRUCT SLOPE AT
EXISTIING SCARP AND FOR KEYSTONE RETl'JNING WALL BACKFILL.
COMPACT FILL TO 90:< OF MAXIMUM DRY DENSITY. BASED UPON ASHA D1557, LATEST REVISION.
IT IS ANTICIPATED THAT COMPACTION SHALL BE PERFORMED WITH
SMALL COMPACTION EQUIPMENT, EACH COMPACTION LIFT SHOULD NOT EXCEED 8" IN THICKNESS.
6. AREA OF SLOPE IMMEDIATELY BELOW PROPOSED KEYSTONE RETl'JNING
WALL SHALL BE REPAIRED AND REGRADED BY HAND TO CLEAN UP LOOSE SOIL. ANY DEBRIS, AND TO SMOOTH OUT EXISTING SLOPE CONTOURS.
7. SPECIAL INSPECTION IS NOT REQUIRED.
CONSTRUCTION SHALL BE PERIODICALLY OBSERVED BY PROJECT
SOIL ENGINEER OF RECORD,
8. CONSTRUCTION DOCUMENTS SHALL BE REVEWED, AND GEOTECHNICAL
ASPECTS OF CONSTRUCTION SHALL BY PERIODICALLY OBSERVED SY SOIL ENGINEER OF RECORD, ROBERT D. MAHONY, R.C.E .. C.E.G .. R.G.E.
TABLE "C'' - KEYSTONE WALL SCHEDULE·
WALL NUMBER GEOGRID LAYERS NOTE
HEIGHT GEOGRID LENGTH RANGE "H" LAYERS LENGTH
5' 2 9' TO 9,5'
7' 3 g• TO 10·
g• 4 g• TO 10.5' I 11· 5 g• TO 11· I 13' I 6 9' TO 11.5' I J:!QIES;
- KEYSTONE RETAINING WALL TO BE BY KEYSTONE RETl'JNING WALL SYSTEMS, INC. MANUFACTURED BY BASALITE. DIVISION OF PACIFIC COAST BUILDING PRODUCTS, TEL. (800) 350-5866.
SOIL REINFORCEMENT FABRIC TO BE MIRAFJ - MIRAGRID 05XT (TYP.).
OR TENSAR - UX 1500S8 (TYP.), OR APPROVED EQUAL.
- KEYSTONE WALL UNDERLYING TERRACE DEPOSITS MAY BE GROUTED W/
MICROFINE CEMENT, FIELD DETERMINED BY ENGINEER PER ACTUAL SOIL CONDITIONS AT TIME OF CONSTRUCTION.
ABBREVIATIONS:
c.c.
c.o.
E.W.
(E). (N)
N.1.C.
P.T.D.F.
T.O.G.B.
T.O.W.
T. & 8.
U.N.O.
V.LF.
8.0.W.
G.8.W.
T,O.C.
T.O.G.
E.F.
-CENTER TO CENTER
-CLEAN OUT
-EACH WAY
-EXISTING, NEW
-NOT IN CONTRACT
-PRESSURE TREATED
DOUGLAS FIR
-TOP OF GRADE BEAM
-TOP OF WALL
- TOP AND BOTTOM
-UNLESS NOTED OTHERWISE
-VERIFY IN FlELD
-BOTTOM OF WALL
-GRADE BELOW OF WALL
-TOP OF CONCRETE
- TOP OF GRADE -EACH FACE
2"
ORIGINAL DRAWING MEASURE
AS-BUILT
By-· _______ Dote: __ _
R.C.E.~------Exp, __ _
CITY □ F SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
KEYSTONE FILL CONTAINMENT WALL-SECTION C-C'. TABLES AND NOTES FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075 SBGRREPAIRS TO COASTAL BLUFF t--S-h-ee_t_1_1_o_f_15_.,
SCOUR PROTECTION
AS REQ'D USE RIPRAP OR PRECAST
SlAB IN OUTLET AREA
HAND CUT UNITS TO
WITHIN 1/2" OF PIPE
TYPICAL DETAIL
PIPE OUTLET ELEVATION
SCALE: NONE
~1 ,r B"TYP. \a/
PAD,
OR
6" CRUSHED
UNREINFORCED
U.N.O.
STONE
CONCRETE
BASE ~
LEVELING PAD AND STEP DETAILS
SC~LE: NONE
KEYSTONE RETAINING WALL
MIN. SIZE 1/2 UNIT AT END ALTERNATE WITH FULL UNIT EACH COURSE
TYPICAL DETAIL
STANDARD UNIT AT OUTLET
DISTRICT ENGINEER OF WORK
STANDARD
UNIT
CAP
STANDARD
UNIT
By: Robert D. Mahony Date: 10-10-1
Name: Soil Engineering Const., Inc.
Drown By R.C.E. 16459 Exp: 06 /30 /23
CAP
STANDARD
UNIT
OPTIONAL TEMPORARY r STRUCTURES: POLES,
BOLLARDS, GUARD RAILS,
GAZEBOS
PENETRATE
GEOGRID LAYER
TOP OF WALL SECTION
WI OPTIONAL STRUCTURES
SCALE: NONE
NOTE:
STIEEL FENCE
OR RAILING
TOP OF WALL SECTION
FENCE DETAIL
SCALE: NONE
THIS ALTERNATIVE WOULD REQUIRE TO
GEOGRID LAYER.
STEEL FENCE
OR RAJLING
TOP OF WALL SECTION
FENCE DETAIL
CITY APPROVED CHANGES APP'D DATE
PENETRATE
RECOMMENDED FOR APPROVAL
NON-SHRINK
GROUT POST
NON-SHRINK
GROUT POST
+
0 0 oo oo
18"
KEYSTONE STANDARD UNIT SCALE: NONE
+
18"
Cl- J , ·1-·-·.]
KEYSTONE COMPAC UNIT
SCALE: NONE
l:lQIE;
KEYSTONE COMPAC UNIT IS SHOWN AS ALTERNATIVE
THAT COULD BE USED AT CONTRACTOR'S OPTION
FOR WALL NOT EXCEEDING 3' IN HEIGHT.
TOP OF WALL STEPS
SCALE: NONE
APPROVED FOR CONSTRUCTION BENCH MARK
~ CITY OF SOLANA BEACH SURVEY CONTROL POINT
By: Dote: ___ By: Dote: __ _ NO. 2012, NAMED ENC-43, 3S NATIONAL GEODETIC SURVEY DISC 1N HEADWALL 0.2 MILES NORTH OF SOLANA VISTA OR.
ON EAST SIDE OF NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER AND 6 FEIT WEST OF CARDIFF BY THE SEA SIGN.
..ELEY..; 34.670 {NAVO 88)
Mohammad Sommok, City Engineer
By: Dote: __ _ R.C.E.: 37146 Exp: 6/30/24
1" 2" 3"
ORIGINAL DRAWING MEASURE
AS-BUILT
By.: ________ Date: __ _
R.C.E.c.· ______ Exp: __ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
KEYSTONE FILL CONTAINMENT WALL-STANDARD DETAILS FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
DRAWING NO.
SBGRSheet 12 of 15
.tlQIE;
OJ
0)
I'- r--- n N
1-
0::: g
(_)
50 EXISTING TIED-BA
SHOTCRETE SEAWALL
CONC
PROPOSED SEAWALL TO ABUT EXISTING
SEAWALLS, NORTH & SOUTH, WITH HAND
SCULPTED & COLORED SURFACE TREATMENT TO MATCH EXISTING SEAWALLS TO MAXIMUM EXTENT FEASIBLE - TOPOGRAPHIC SURVEY MAP SY C!REMELE
SURVEYING INC .• J.N. 17-037, OATED 4/26/2017. - MAP SUPPLIED BY OWNER 5' 10' 20·
CONSTRUCTION ACCESS
PAC!r!C
0 I ~T.B.D. ;,., V.I.F.
4D-FOOT REAR YARD
SETBACK FROM BLUFF
EDGE
----' n "'- (C':j-
------~ c
HOUSE
327 PACIFIC AVE.
APN: 263-301-11
HOUSE
OUTLINE
0 I
"'
0 ;;::
I- :,,:::
0 (_) _J 0
_J
m
"' !'l "'
"' I'>
~
"' DECK
" I
;,.,
EXISTING TIED-BACK
SHOTCRETE SEAWALL APPROX. EL. 15' MSL,
CONSTRUCT SHOTCRETE WALL EXTENSION UP TO EL. 35' MSL
ASPH
CONSTRUCTION ACCESS
AVENUE
CONC
50.00 ~T.B.D.
~V.1.F.
-------
----- l[)
N
HOUSE 0 325 PACIFIC AVE. I- z APN: 263-312-01 0
_J
HOUSE 0... OUTLINE <(
2 ANY ALL EXISTING STRUCTURES ON
BLUFF FACE (I.E.. SEEVIARD OF BLUFF EDGE) WILL NEED TO BE REMOVED AS PART OF THIS PROJECT TO MAXIMUM
EXTENT FEASIBLE
"' .. o
I'> "
~
"'
TOTAL L WALL EXTENSION ~ 100'-0"±. MEASURED PARALLEL WITH PROPOSED SEAWALL AUGNMENT BEACH
'O"
N
I0
_J
BEACH
BMP LEGEND
~ BROW DITCH
DIRECTION OF LOT DRAINAGE
MATERIAi & WASTE MANAGEMEtfI CONTROl
t11M-1 I MATERIAL DEUVERY & STORAGE
fl1M3J SPILL PREVENTION AND CONTROL
ffilE[J CONCRETE WASTE MANAGEMENT
fl/M-5 I SOLID WASTE MANAGEMENT
ffilE[J SANITARY WASTE MANAGEMENT
TEMPORARY RUNOFF CONTROl BMP's·
BMP's•
&I] SILT FENCE --SF--SF--
~ FlBER ROLL ---FR--FR--
~ GRAVEL BAGS (f)
~ STREET SWEEPING A!ND VACUUMING, T.B.D.
ISC-10I STORM DRAIN INLET PROTECTION, T.B.D.
l OW IMPACT DEVELOPMENT BMP's·
1uo
~
2 211 5~~~v's1/i9i'.l; %DNAs\~WicR~~~iEJ-ArfJ~
MINIMIZE DISTURBANCES TO NATURAL DRAINAGES
~ MIINIMIZE AND DISCONNECT IMPERV10US SURFACES
IUD 2.2.4! MINIMIZE SOIL COMPACTION
.tlQIE;
- EROSION CONTROL MEASURES SHALL BE INSTALLED
ALONG CONTOUR WHENEVER POSSIBLE.
REMOVE EXISTING LOW WOOD WALLS
INSTALL EAST WEST "KEYSTONE" FILL
CONTAINMENT WALL ALONG PROPERTY LINE,
HEIGHT OF "KEYSTONE" WALL VARIES UP TO 6'-0"± HIGH
.tlQIE;
- TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED ALSO TO MATCH LANDSCAPE PLAIN FOR LANDSCAPE SPECIFlC
EROSION CONTROL & STORM WATER NOTES.
- FOR PERMANENT EROSION CONTROL MEASURES SEE
LANDSCAPE PLANS.
8" DIA. FIBER ROLL,
EMBEDMENT SHALL BE 2"
(MIN.l AND 4" (MAX.). (TYP.
3 4"x3/4" WOOD STAKES
@ 4' -0" C.C. (MAX.), (TYP.)
.tlQIE;
- INSTALLATION OF FIBER ROLL IS PREFERRED OPTION FOR EROSION CONTROL - EROSION CONTROL MEASURES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. - FINAL LOCATION AS DIRECTED BY GEOTECHNICAL CONSULTANT IN FJELD.
SECTION-FIBER ROLL SCALE: 1 "=1 '-0"
F
13 JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Go. WIRE OR / POST SPACING MAY BE INCREASED
TO 8' IF W!RE BACKING !S USED
.tlQIE;
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
BACKFILL TRENCH W1TH
NATIVE SOIL OR 3/ 4" -1.5"
WASHED GRAVEL
2"x2" WOOD POSTS, STEEL FENCE
POSTS, REBAR, OR EQUIVALENT
STORMWATER POLLUTION CONTROL BMP
NOTES RELATIVE TO CONSTRUCTION
ACTIVITIES
CONCRETE WASHOUT - CONTRACTOR SHALL ESTABUSH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE. SLURRY, MORTAR, STUCCO. PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUIT LOCATION.
CONSTRUCTION SITE ACCESS - A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL A!ND/OR CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION YEHICI ES - A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRA!N SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUITINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
EROSION CONTRO! - EROSION CONTROL MUST BE PROV1DED FOR ALL EROSIVE SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
- NO EXCAVATION AND GRADING ACTIVmES ARE ALLOWED DURING WET WEATHER. - DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. - REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
AREAS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
- TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVmES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED .
ON-SITE CONSTRUCTION MATERIAL STORAGE
- STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FlROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE.
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES ANO PROV1DED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
- CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
SOLANA BEACH SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF SOLANA BEACH STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)
AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE ANO UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND. WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
- NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMY/ATER.
BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER UDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS
SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. - MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS. BROKEN ASPHALT AND CONCRETE. WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LA!NDFlLL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-119S. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
- POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
- PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
- ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET. GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
ORIGINAL DRAWING MEASURE
AS-BUILT
EROSION AND STORM WATER POLLUTION PREVENTION PLAN
PACIFIC
OCEAN
- EROSION CONTROL MEASURES SHALL BE
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. By_· _______ Date: __ _ SCALE: 1h=10'
DISTRICT
Fire Chief
13 ALT. SECTION-SILT FENCE EROSION CONTROL R.C.E.c.· ______ Exp, __ _
ENGINEER OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION By: Robert D. Mahony Dote: 10-10-1,,,_-------------+---+--i By: Date: ___ By: _________ Dote: __ _ Nome: Soi! Engineering Const., Inc. --------- Mohammad Sammak, City Engineer Drawn By R.C.E. 16459 Exp: 06/30/23 By: Dote:___ R.C.E.: 37146 Exp: 6/30/24
BENCH MARK
~ CITY OF SOLANA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC-43, JS NATIONAL GEODETIC SURVEY
O!SC IN HEADWALL. 0.2 MlLES NORTH OF SOLANA VISTA DR.
ON EAST SIDE OF NORTHBOUND HIGHWAY 101. 3 Ft:ET OFF'
SHOULDER AND 6 FEET WEST OF CARDIFF BY THE SEA SIGN.
..El..fY...; 34.670 (NAVO 88)
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
EROSION AND STORM WATER POLLUTION PREVENTION PL.AN FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
DRAWING NO.
SBGRSheet 13 of 15
PROJECT NOTES:
GENERAL NOTES:
1. DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH
2019 CBC, AS AMENDED SY STATE OF CALIFORNIA, AND
CnY OF SOLANA BEACH CODES AND ORDINANCES.
2. ALL DIMENSIONS, C0NDm0NS AND LOCATION OF FACILITIES TO BE VERIFIED ANO DETERMINED IN FIELD.
3. EXACT LOCATION AND EXTENT OF PROPOSED REPAIRS TO
COASTAL BLUFF MAY BE ADJUSTED AS FIELD CONDITIONS
REQUIRE AT TIME OF CONSTRUCTION.
4. ALL EXPOSED STEEL, IF ANY, SHALL BE GALVANIZED OR COATED WITH CORROSION INHIBITING PAINT.
5. ALL CAST-IN-PLACE REINFORCED CONCRETE/SHOTCRETE SHALL HAVE COMPRESSIVE STRENGTH AT 28 DAYS OF <.500 PSI.
USE CEMENT TYPE II PORTLAND CEMENT.
MAXIMUM WATER- CEMENTTTlOUS MATERIAL RATIO, BY WEIGHT,
NORMAL WEIGHT CONCRffi, TO BE OF 0.45.
SHOTCRETE TEST PANEL SHALL BE SHOT, CURED, CORED OR SAWN, EXAMINED AND TESTED PRIOR TO CO MMENCEMENT OF PROJECT.
6. REINFORCING STEEL SHALL CONFORM TO ASHA A615,
GRACE 60 FOR #4 BARS AND ABOVE.
ALL REBAR TO BE EPOXY COATED.
7. STEEL MEMBERS, IF ANY, SHALL BE:
- ALL WIDE FLANGE STEEL MEMBERS SHAU. CONFORM TO
ASTM A992. GRADE 50,
- MISCELLANEOUS CHANNELS, ANGLES, AND PLATES SHALL
CONFORM TO ASTM A36.
8. SECTION AT CONSTRUCTION JOINT (C.J.) MAKE ROUGH
AND FORM KEY.
9. REINFORCEMENT COVER:
- CONCRETE CAST AGAINST ANO PERMANENTLY EXPOSED
TO EARTH SHALL HAVE MINIMUM 3" CONCRETE COVER,
- CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE
MINIMUM 2" CONCRETE COVER FOR #6 BARS ANO ABOVE,
1 1 /2" FOR NS BARS AND BELOW.
1 0. SPLICES OF REBAR TO BE CLASS (B) SPLICE.
LAP SPLICES OF REINFORCING BARS IN SHOTCRETE SHALL
UTILIZE NONCONTACT LAP SPLICE METHOD WITH MINIMUM
CLEARANCE OF 2 INCHES BETWEEN BARS (2016 CBC SEC. 1908.4.3). 11 . NEW SHOTCRETE WALL/ FACING SHALL BE MOffiED TAN IN COLOR
ANO NATURAL IN TEXTURE TO MATCH EXPOSED BLUFF MATERIALS ANO TO SATISFY CITY AESTHETIC APPEARANCE POLICY.
12. EPOXY ADHESIVE TO BE "SET- XP" BY SIMPSON STRONG-TIE COMPANY, INC., ESR-2508, OR EQUAL.
CONCRETE / GROUT PATCH, IF ANY, SHALL BE APPROVED
HIGH STRENGTH CEMENT BASED COMPOUND.
13. ALL RETROITT HARDWARE, IF ANY, TO BE BY SIMPSON
STRONG-TIE COMPANY, INC., OR EQUAL.
1 +. TIEBACK ANCHOR NOTES:
SEE TIEBACK ANCHOR SCHEDULE-TABLE "A", AND RELEVANT NOTES, DETAILS AND SECTIONS.
TIEBACK ANCHORS TO BE BY DCI DYWIDAG, OR EQUAL.
TIEBACK ANCHORS SHALL BE DBL CORROSION PROTECTED.
USE ADEQUATE CENTRALIZERS, IF BAR IS USED, 0 1 0' -0" C.C.±.
HOLE DIA. AT CONTRACTOR'S OPTION, 6" DIA. (MIN.) IS USED IN DESIGN.
ALLOW HOLE CONCRETE BACKFILL CURE TIME BEFORE TESTING. .
HOLES TO BE TREMIE PIPE GROUTED FROM BOTTOM OF HOLE FOR ENTIRE BONDED ZONE. GREASE FILLED PVC SLEEVE WILL BE PROVIDED OVER UNBONDED LENGTH TO ASSURE LOAD IS ONLY ON BONDED LENGTH.
SECOND STAGE OF GROUTING SHALL BE ACCOMPLISHED AFTER
ACCEPTED TESTING, ALL WAY UP REMAINING HOLE.
FRACTURE GROUTING MAY BE UTILIZED, AT CONTRACTOR'S OPTION, TO ACHIEVE CONSIDERABLY HIGHER SOIL-GROUT BONO CAPACnY.
TIEBACK ANCHORS DEPTH MAY BE ADJUSTED WITH SOIL ENGINEER'S
APPROVAL, BASED ON ACTUAL BOND STRENGTH DEVELOPED IN TEST PROGRAM, OR PER ACTUAL SOIL CONDmONS AT TIME OF DRILLING OPERATION.
1 5. TIEBACK ANCHORS ARE HIGH PRESSURE GROUTED.
16. DESIGN RECOMMENDATIONS AND PARAM ETERS FROM:
- PRELIMINARY GEOTECHNICAL EVALUATION OF COASTAL BLUFF, 325- 327 PACIFIC AVENUE, SOLANA BEACH, CALIFORNIA, PREPARED BY SOIL ENGINEERING CONSTRUCTION. INC., DATED JUNE 26, 2000. - UPDATED PRELIMINARY GEOTECHNICAL EVALUATION,
LAUGHLIN RESIDENCE-325 PACIFlC AVENUE, SOLANA BEACH, CA GREENBERG RESIDENCE-327 PACIFlC AVENUE, SOLANA BEACH, CA PREPARED BY SOIL ENGINEERING CONSTRUCTION, INC.,
DATED OCTOBER 18, 2018.
17. SPECIAL INSPECTION (2019 CBC SEC. 1704, SEC. 107.2.1):
- SEE SPECIAL INSPECTIONS SCHEDULE.
UPON CONCLUSION OF CONSTRUCTION, ENGINEER OF RECORD
WILL PREPARE SUMMARY LffiER OF HIS OBSERVATIONS
RELATIVE TO REPAIRS TO COASTAL BLUFF AND AS-BUILT
CONSTRUCTION CONDITIONS.
18. CONSTRUCTION DOCUMENTS SHALL BE REVIEWED, AND GEDTECHNICAL
ASPECTS OF CONSTRUCTION SHALL BY PERIODICALLY OBSERVED BY SOIL ENGINEER OF RECORD: ROBERT 0. MAHONY, R.C.E., C.E.G., R.G.E.
19. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS
OF AFOREMENTIONED REPORT(S).
STATEMENT OF SPECIAL INSPECTIONS
2019 CBC SEC . 1704:
SPECIAL INSPECTION REQUIRED FOR,
- SOILS REPORT
- CONCRETE f'c = -4-,500 PSI
- SHOTCRETE
- REINFORCING STEEL Fy=60 KSI
- SEE "R EQUIRED VERIFICATION AND INSPECTION" TABLES,
ON SHEET STATEMENT OF SPECIAL INSPECTIONS, 2019 CBC.
- STATEMENT OF SPECIAL INSPECTIONS, 2019 CBC, WILL BE
SUBMITTED TO CITY OF SOLANA BEACH DEVELOPMENT SERVICES. - CONCRETE, f'c-<.SOO PSI, W/C RATIO=O.<S, TYPE II
PORTLAND CEMENT.
LAB TESTING OF CONCRETE SPECIMENS IS REQUIRED
(PER TABLE I 70S.3).
ENGINEER OF RECORD TO RECEIVE SPECIAL INSPECTIONS
NOTICES.
- SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY
REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
(SOILS ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD ).
WHO HAS PREPARED APPROVED GEOTECHNICAL INVESTIGATION
REPORT.
- SOIL ENGINEER'S REPRESENTATIVE TO PERFORM GEOLOGIC
OBSERVATIONS FOR ALL EXCAVATIONS NEAR BASE OF BLUFF
TO CONFIRM WALL BASE EMBEDMENT.
- SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE DRIWNG
PROCESS TO CONFIRM DEPTH OF TIEBACK ANCHORS.
- SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE PROOF
TESTING OF ALL TIEBACK ANCHORS:
1. PROOF TEST ALL TIEBACK ANCHORS EACH ROW.
2. ANCHOR TEST LOAD (T.L) 0 133% D.L. (SEE TIEBACK
ANCHORS SCHEDULE-TABLE "A").
3. ANCHOR LOCK-OFF LOAD O 100" D.L. (SEE TIEBACK
ANCHORS SCHEDULE-TABLE "A").
4. ANCHORS TESTING PROCEDURE TO BE IN GENERAL
CONFORMANCE WITH PTI MANUAL (POST TENSIONING INSTITUTE).
5. UPON CONCLUSION OF ANCHORS TESTING, SOIL ENGINEER
WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS RELATIVE
TO BOTH LOAD TESTING, ANCHOR DEPTH, AND BLUFF REPAIR
AS-BUILT CONSTRUCTION CONDmONS.
SPECIAL INSPECTION NOTES:
- NOTICE TO APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR
ENGINEER OF RECORD: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF WORK SPECIFlED
HEREIN, YOU AGREE TO COMPLY WITH REQUIREMENTS OF CITY OF
SOLANA BEACH FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS,
CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF
BUILDING COMPONENTS, CONTAINED IN STATEMENT OF SPECIAL
INSPECTIONS AND, AS REQUIRED BY CALIFORNIA CONSTRUCTION CODES. - NOTICE TO CONTRACTOR/BUILDER/INSTALLER/ SUB-CONTRACTOR/ OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS
FOR CONSTRUCTION/ INSTALLATION OF WORK SPECIFIED HEREIN, YOU
ACKNOWLEDGE AND ARE AWARE OF REQUIREMENTS CONTAINED IN
STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH
REQUIREM ENTS OF CITY OF SAN DIEGO FOR SPECIAL SPECIAL
INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL
TESTING ANO OFF-SITE FABRICATION OF BUILDING COMPONENTS,
CONTAINED IN STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY CALIFORNIA CONSTRUCTION CODES.
- SPECIAL INSPECTOR MUST BE CERTIFIED BY CnY OF SOLANA
BEACH, DEVELOPMENT SERVICES, IN CATEGORY OF WORK
REQUIRED TO HAVE SPECIAL INSPECTION.
- CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE
APPROVED BY CITY OF SOL.ANA BEACH, DEVELOPMENT SERVICES,
FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS ANO
EQUIPMENTS.
- FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL
INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST
BE COMPLETED BY PROPERTY OWNER, PROPERTY OWNER'S
AGENT OR RECORD, ARCHITECT OF RECORD OR, ENGINEER OF
RECORD AND SUBMITTED TO INSPECTION SERVICES DMSION.
- SPECIAL INSPECTIONS IDENTIFIED ON PL.ANS ARE, IN ADDITION
TO, AND NOT SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED
TO BE PERFORMED BY CnY'S BUILDING INSPECTOR.
SEE ALSO "STATEMENT OF SPEC IAL
INSPECTIONS 2019 CBC", SHEET 15
STRU CTURAL DESIGN PARAMETERS:
PROJECT DESIGN PARAMETERS:
- APPROVED SOIL REPORT:
PER SLOPE STABILITY OUTPUT SUMMARIES USING GSTABL7,
TIEBACK LOAD: Tl-Tl 5-200.0 KIPS
SOIL NAIL LOAO, SN-25.0 KIPS
- PASSIVE SOIL PRESSURE NEGLECTED FOR DESIGN PURPOSES.
- DRAINED CONDITION. GEOSYNTHETIC DRAINBOARDS W/ WEEP HOLE
OUTLETS TO LIMIT SATURATED SOIL CONDITION BEHIND WALL WILL BE INSTALLED.
CITY SOLANA BEACH - COMMUNITY DEVELOPMENT DEPARTMENT CONDITIONS:
A.XIV
TEMPORARY IRRIGATION SHALL BE PERIODICALLY INSPECTED EVERY SIX MONTHS FOLL0Vv1NG PLANTING TO ENSURE PLANTING SUCCESS AND TO VERIFY THAT IRRIGATION IS STILL REQUIRED. AT SIX MONTH INTERVALS, A REPORT PREPARED BY A LICENSED LANDSCAPE ARCHITECT DETAILING THE STATUS OF THE VEGETATION , AN ASSESSMENT ON THE CONDITION OF THE TEMPORARY IRRIGATION SYSTEM.
AND PROVIDES SUPPORTING INFORMATION ON 1/1/HETHER THE TEMPORARY IRRIGATION IS STILL NEEDED SHALL BE PROVIDED TO THE CITY.
THE CITY Vv1 LL ISSUE A DETERMINATION ON THE STATUS OF THE TEMPORARY IRRIGATION SYSTEM UPON REVIEVv1NG THE REPORT. THE CITY CAN REQUIRE THE REMOVAL OF THE TEMPORARY IRRIGATION SYSTEM AT ANYTIME. THE TEMPORARY IRRIGATION SYSTEM MAY REMAIN ACTIVE AND IN PLACE UP TO A MAXIMUM OF 24 MONTHS AT THE APPROVAL OF THE CITY AND MUST BE REMOVED ONCE THE PLANTS HAVE BECOME ESTABLISHED.
A.XV
ALL REQUIRED PLANTINGS Vv1 LL BE MAINTAINED IN GOOD GROVv1NG CONDITION THROUGHOUT THE LIFE OF THE PROJECT AND, 1/1/HENEVER NECESSARY, SHALL BE REPLACED Vv1TH NEW PLANT MATERIALS TO ENSURE CONTINUED COMPLIANCE Vv1TH THE LANDSCAPE PLAN.
A.XVI
THE TEMPORARY IRRIGATION SYSTEM SHALL INCLUDE REDUNDANT VALVE CONTROUSHUT OFF VALVES TO PREVENT ANY IRRIGATION SYSTEM LEAKS/FAI LURES.
RETAINING WALL
WRAP FILTER FABRIC
BEHIND CCW MIRADRAIN
CORE AT TOP AND
BOTTOM EDGE
WEEP HOLE V.,TH
GRATE/SCREEN
CUT BACK OF BLACK PLASTIC
ON CCW MIRAORAIN TO MATCH
SIZE OF WEEP HOLE. DO NOT
CUT FILTER FABRIC
BACKFILL
MD-1 ET AINING 'v/ AL L DETAIL Rhl9~il~
EARTH SLOPE
NOTES,
Ol_C#UU:_
LAGGING
FABRIC FLAPS TAPED TO
BACK OF CCW MIRADRAIN
CORE
DISCHARGE OUTLETS -
SEE SEPARATE LAGGING
DETAILS
1. BACK OF CCW MIRADRAIN CORE SHOULD BE FACING INSTALLER WHEN INSTALLING.
FABRIC SIDE OF CCW MIRADRAIN IS INSTALLED TOWARDS LAGGING OR EARTH.
MD-2 CHIMNEY DRAIN Ahl9@9=
o----
CCW-MIRADRAIN 2000 - STANDARD DETAILS SCALE, N.T.S.
MIN. DEVELOPMENT LENGTH
IN INCHES (Ld)c IN
f'c = 3.0 ksi f'c = +.0 ksi f'c
#4 23" 19" #4
LAP LENGTH
INCHES (U Ld)c
= 3.0 ksi f'c = +.o ksi
30" 25"
oz:, -~=D =±==/2 KIN =~IBO" ABBREVIATIONS:
C.C.
C.O.
E.W.
(E), (N)
N.I.C.
P.T.D.F.
- CENTER TO CENTER
- CLEAN OUT
-EACH WAY
#5 28" 24"
#6 34" 29"
#7 62" 54"
#B 71" 6 1"
GOVERNING CALIFORNIA CODES
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA. ENERGY CODE
2019 CALIFORNIA GREEN BUILDING CODE
2019 CALIFORNIA FIRE CODE
#5 37" 32"
#6 ... 38"
#7 81" 70"
NB 92" 80"
= - FOR LAP SPLICES USE CLASS "B" SPLICES,
(LAP OF 1.30 Ld).
- AT CONTRACTOR'S OPTION, HIGH STRENGTH
COUPLERS MAY BE UTILIZED.
(COUPLERS TO DEVELOP AT LEAST 1 25%
SPECIFIED YIELD STRENGTH f'y OF BAR)
- FOR CONCRETE OF f'c = 2.5 KSI USE
TABLE FOR f'c - 3.0 KSI.
~
16" WALL THICKNESS ASSUMED
FOR STRUCTURAL CALCULATIONS,
ALL STEEL REINFORCEMENT SHALL
BE EPOXY COATED.
STANDARD BEND DIA.
90"
R = 2dFDR #3, 1-4 l 15
BAR SIZE
#3
#4
NS
#6
#7
#B
#9
#10
*" *" #18
DIA. (D)
2- 1/ 4"
3"
3 - 3/ 4"
4- 1/2"
5-1/4"
6"
9-1 / 2"
10-3/<"
12"
18-1/<"
2•·
STANDAR D REINF. HOOKS AND BENDS .llifilS;
- HOOK LENGTHS ARE MINIMUMS. LONGER HOOKS SHALL BE
PROVIDED WHERE DETAILED ON DRAWINGS.
- BAR STIRRUP AND TIE CONFIGURATION SHALL BE AS
SHOWN ON DRAWINGS.
AS-BUILT
T.O.G.B.
T.O.W.
T. & 8,
U.N.O.
V.I.F.
8.0.W.
G.8 .W.
T.O.C.
T.O.G.
E.F.
- EXISTING, NEW
-NOT IN CONTRACT
-PRESSURE TREATED
DOUGLAS FIR
-TOP OF GRADE BEAM
-TOP OF WALL
-TOP AND BOTTOM
- UNLESS NOTED OTHERWISE
-VERIFY IN FIELD
-BOTTOM OF WALL
-GRADE BELOW OF WALL
-TOP OF CONCRETE
-TOP OF GRADE
-EACH FACE
1· 2"
ORIGINAL DRAWING MEASURE
By_· _______ Cate: __ _
R.C.E.· c.______ Exp: __ _
3"
ENGINEER OF WORK CITY APPROVED CHANGES APP'O DATE RECOMM ENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
By: Robert D. Mahony Dote: 10-10- 1 tt--------------+----+--t By: _________ Date: ___ By: _________ Cate: __ _ Name: Soil Engineering Const. Inc. Mohammad Sammak, City Engineer PROJECT NOTES AND STANDARD TABLES FOR: SBGRFire Chief Drown By R.C.E. 16459 Exp, __(0!.§6'1_/;J:30Q,/{:.22.;3L l-------------1-t"1 By, Dotec___ R.C.E., 37146 Exp, 6/ 30/ 24 ~ CrTY Of SOL.ANA BEACH SURVEY CONTROL POINT NO. 2012, NAMED ENC--43, 3.5" NATIONAL GEODETIC SURVEY DISC IN HEADWALL, 0.2 MILES NORTH OF SOLANA VISTA OR. ON EAST SIDE OF NORTHBOUND HIGHWAY 101, 3 FEET OFF SHOULDER ANO 6 FEET WEST Of CARDIFF BY THE SEA SIGN .
.EL.fl'..; 34.670 (NAVO BB)
325-327 PACIFIC AVENUE, SOLANA BEACH , CA 92075
REPAIRS TO COASTAL BLUFF Sheet 14 of 1 5
7chedule of Inspection, Testing Agencies, and ln_spectors The fo1bwinO ore the testing ogen<:ie$ and spedai inspodots that WIii bo rebmOd to condOCt test,. aru1m........+.. onthis~
- Ad T ..... , 1.Spedal~ ~tBcBck tiftu/ ='%.ii ~BERT D. MAHONY, R.C.E. 927 ARGUELLO SIBEET REDWOOD CITY, CA 94063 (760) 633-3470
2. MeteriG!Tesfing
CONCRETE:
f'c=4,500 PSI
iG EB ",e I
f<OBERT D. MAHONY, R.C.E. 927 ARGUELLO SIBEET
REDWOOD CITY, CA 94063 (760) 633-3470
'· N/A
Seismic Requirements (s«:tion 1705..3.1)
~of~syst:emand~SffifNC~$0!ajedtoupedal~
u.perSociicn 1705.3:
N/A
To& extant of too oownro-~ system 1s defu\ed 1n mom detd in u. coostructon ~ Wind Requirements (Sdon 1705.-4.1)
Dooaipboo of main~ Systffll and dMigl2ted 'wind resmmg components subjoct to ,pl)cielinspcctionsloeccordancev.ittlSedion1705.4.2.
N/A
Thcexwol:of Ille main~ .,..ion, .-id wind ro=lsting ccmpooenta nil de6ntld in more outaa in the constru:::tlM documents
1907.l~ Wfl·
r,orndd<l'Ktl)'OII 'l11nche:<
f89rnm) A6-ftll1 ,.k!le'YlfX'lf
1cu«kf v.,lh j:n {U2 mm}
s.m!lbcplnced andthe
cm.:n:telloot-J tmcthod>ot
m1:mak uull through
!Mlloori!ah
SECTIOH 1908
SHOTCllElE
J'fflll.l f'.nicnL Sbotctdets moru,'IXWIICO:!e tMI ,~ pl'lC<I 1mmcall) prop;tOJ ll ll!J;h veloclty onto a wrf.-:c. F..wqx. u ~1f>Cd Ill th,~ <eamn. $.hot«rk ~lll! mnfonn IO the rcqum:met1t.,;oflhisdlapt«rocp11:nocn:mkm.:,oo«mCl"CtC. 1903.Z froport.iom Md mttrim.. Sho¼clete proponioM
IIUflt
mill b,:
tk<k:J,,..lt'y
,cl;,.td Iii$
~ffl.
allow sutt:zbk
KJ=ed Jt!'ld
pbumet:l
$hall re1uk
~
ffl fill
nhcd tn·pbc<- ~ ,oh- mctti•t: 1k ttTc"'J;lh
,equire;ne1m.oflln~cod¢
1,0U ,_.,...... c-~. if wed, dull not
elceed'J.nw::h(l9.lmm}.
~lhal!c,;,mpiywlthlhcprmisiomufSQ:1tom
19".4 ltdtdorc:m,mt. Rcmfor«fflfflt med tn ~
1901U.I ~ 19OU.4
lto&A.l She. The mnmwm u~ uf remfotcemc-n-1 Wll
b,;,N.,.5h.nuAkuil:<$oetnOllffllllcdby~rucuon
tefil !hat ~uale ~flCfflCllt of brger 00'> will be
;ictrieved.
1901U.l (lcaruce 'n-'hen.No.5orMl'.41icrb:lni iwm¢"J.
then: dltil be a mil'uffl:m\ clanna: bctwo:n ~Id n-inf~ !nn cf 2'/1 inches (M mm) V."hen~l.qer !rJfl No. 5 IU't: pam!lled. there ~I be a mmunam Clear· aace betw«n pu.t!lcl !»n r,;ual 10 <bo. di.amclcn or the !,an; w;ed. When two cvru.im of ilcd ate pruHde<.t the
cl!IUm ~ the nouJc dull Ju.,c II minim\>ffl sr-zu:t
cq,.al 10 12 bar diarnetcn mJ lhe ~ltWnmt curmn Wll
ha-..c a minim,;m $f'llCIIIR of s,1 M:l"d,.metm
Es,:qMMIO.: $ub:lffl IU tl!e app!ffl~ of the: b-JiJdill/ offi. c .. !. required demi.-u:,, man be~ whttt 111~
d,e~t,ypnxoi,~tabUul~
~&Uot lhchllnU!iCd111 thc~!P,I will be ~...,,., 190IU.lSplke<. l,.ap"fl'lk:es of rei11fon:1r,g ~~all ut,. fa~ !he ~ bp l{lllO! method wnh a minunum ,kanncc n( 2 lflCha. (51 mm) b«"'1:Cn b2rs, The UU nf cOIIIKllaps1"111.U~fmSl.lµporlofthcn:infun:mg
~ pmruttcd when 1:pprtwed by the building otficisl. oocd on wJthci,:,ry pm.~IOO !Cm l!w" ~ th#! a,:k.
G~ =--=- of the hAn. "'m Ix 11dm:\"OO., and rm·
n&:d th» 1hc .\'.(llio: 1\ ontMed ~ tlat a plu,e through !he cfflkrofthc:1Jfllccdt-n11-~~lart<!thewrfaceor the~-
190l.4.4 ~tied~ Shoo:mc ~U oot be
.tpplirutoq:mll}be:!roiumns.
1908.5 f'rtc::omtrvcii lati.. 'wlme pre:~ 11:fti.
arc~ by S«tion t90i.4. " - pa,,,<.! ~I be ffim.
aired. rond or sawn. cum1ned am ltMe.:I pnor tu com
IIJCl'ICC~ of the pfO)CC1, The ~ p&>e! sl-~J ~ rq'U'·
~W1Yecl!hcp«1tect-,lds,m~cpbr;ondru<.>M4do.c!y
u po,ruhk The r-1 tkli,e» and reinfor::1ff£: ~ll ttprt,-, d<,I;;(: the thlclcst ffl4 l'l'!IX1 ~ - ~1fled 1n mt Un,ctilnldcs.1,-nlt~lllbc1.'u:,tlllthc:'\.il.fflCIUl&~.ll'iingthe s.llme~-,a.i,d wtlb thes.amco:>na'C1cmn.dulffilhal
"'111 bc wieo.l on UK prt>Jt'Ct. 1ne equipment u,;,al 1n ~::rn'IJlru::tlOII te\tiflg Wll bt the =roe equip~ ~ in !he w«k rcquinnt wd1 ~,. u!Wffi. subsutt.'L;' cqu:p-ne.M i~ a~~· thebuildu1goffr.ml Rcpon::. of pm::omtructitlll 1cU>-i<J'.dl be~«! w IM:bt.rikliAJ officW .Utpoclfied in Scct.lOt!ii04.5.
1Nl.6ltdlomtd.Anyrtb<;,,.mdoclU:Ull111\atulkio,c~-
p,e )Ml! be l'ml(n,:d from the wrf.x.1, to be ~ml prwr IO pl:acir.f.1hcttli1ial«;111y~nsbyenofvt()l.-n,1,e
Rcbol.tnd WI! not !'.I!.' u!Cd in aun:,ic
1'°8.7 Joid,i. ~ ... ~:c pmniuc4 hacffl, lll'!1in1~h<'rl ... mwunotbc•!~to!lam!fr,rrm..-::!lu.'l'.\Omlrn!ls:§
urJa,~Wcn~utJ?0dtnathrned~.Forw-.J..•unltk~
291J ~MA BVU>lMG coot
DISTRICT ENGINEER OF WORK
, ... _, -..,;:::ML~--'RSl'Sa'COCIIIE'ft.~
l.~-~ -.v-,.~.,,....,,,__.-- ~.....,..filcf..,._, _,.fflr,l:AU; ____ .,_ ... ~•-w.ddll.. J.~~QIC-~ 4.i.,p,,:r_.....,,...._. __
--· ~~~-~Of ....,.iftdoled: ...... IO ...
~~mil. b~4-:-"ao:I......,~-
s.v-,._.,.......,......,....._
6-l'n:rlfl_,_,,___~ ....... b' ......, __ ,...,__..., ___ __ ........ ..,.._ ... _ I Volfy...,_.of..,.,,_~~ ........... ,_._.,...__I«: a.A~., ......... """""_ 1'-a...J,,gcl-~- ,a.,.,.-.c,,_.. __ -._ 11.Vcrifrift<W_..,,,.....,._.,,;.,..,..........,et ~-,,.~--f""lo -...il!l ...... ..tr..-.... ...__ ll.'-f-t'-i.ler~""""'-- --__.:-ddoe....----~....._,
fwUl-•OlH- • -~---,-ll..,__...,_.. .. __ _
Mllll:17-S,U
~~~ Alllil:2'."5.26.tl
AO)JLZ6.10.l{b)
-
190!.4.IM.7.
"""'
-
I
•-~-... ____ .,. _____ _.i_.,. __ .,_ _ _,... ____ 17.1.l• ...c"lllS.•-~_........_.,,.,.,...,.... __ -""'-..... ..,__ .. k_...i.,, .. _..,.. .... ~ .... - .. _....,. ... .u...-,..... ... ____ _ lrnrt wtll be WldcT ~ and for ~ jOiatJ
lhownoolbeapprovcd~to!l~~jofflu
- perm1Uod. lkfo:c plaehtg:addit:wnal ~ -.I~ to
prcviol.:dy ,pplied wed:. doping .00 IKfU'll'C edgcg di.all h,, cl«ncdandwwcd.
1901.S ~ ln-pbcc ~ that exhihiti; ~gs. dwgln, sqttptioa, honcyrombiltf, And pocleu or oc:hct obvious; def~ stwl be ~mov«I and n::pbced. Sb:ttactt:
ab.we ~-S sl~dull be f!lmowd a:'ldtqii.lr.:t-d wlttlt
~llpluue.
1,os., Caring. Ow~ lhe t:urint p«kxh ,;,e:,;irocd hacin, ~lhallbc nuil!Wnedl!bovc41YF(4"C)and infl'>Olq
con'.hUOl'l.
IH0,1 laitial Nrieg. Shoo:me tbtll be: kept COlttJllU
<Nd) m-0iu for 14 houn di« .!.h<,temff!g Ii complete or <hall b,: Kaid ,,,,tth a a;irrowd cvm1g compound.
!Mt.9.1 Flul c.:NI&, Fiul tunng tmll cootm,.,e for
sc-.cn day~ ahtt $hol.:tffln!, or for lhrtt ~ if ltitfl• eai-ly•MK1t[1h «me:11 b. utod. or lll'llil ti>,: ~~iol
<trr;ngth i~ obtcined. foial CUllli Jmll c,.mibt m'thc inmal ,;unag proccu, or the shocaffl: ,hall bi, w~ued w11h u, ~ ~uuiAf11tCO'<ff.
1908.9.J Ndurat curinc- Na1.1;1n.! curiftt sbl! not k ~ in hcu of llw ~i(IW Ill tiui ,e,;,l(Jt!I WIien the ?elau.....- hlillldlty rcnaiM al or ab,:w,:, l!5 pe,unt, and ll~
t,y the reg1lkff41 IWo'f!l r,mk1,sJONJ and app-ovtd by the buildmgoff,:;i;ol.
tMl.tOStnactil lftts. ~lelb!o,-~i,;u !iha¾l bc
madebyan.~&p:ncyM'f'CC~lhatm:.rep{OCII•
tmv,:, oftbe ""Orl,;.mdwrucli have~ w111«~ for at
ltalt24homspriorm~ng.Vw'hfflthcmntffllfflM,IZC
;iun:g»: u wpa t!an '!• md1 (9.$ mm).~' WU
COMktornot kn tho L'u'ce 3"mi.:~{76mm)c:om. °" J.mm n6 inm> Nbc:$. Vl"hc-n tm ~•siu au;n,?k ts'l1inch(9_"imm)or~.~~slul!CO!UHtolno! kn than 2•inch-d:.meter {51 mm) wrcs « 2•1nch (51 nun)
~"" 11JOI.IO.l s.-,1,i--. Spec,mcm WU be ulen from the
m•plut WO{\. or from tut par;,eh, W ,hall be W,¢11 &1
1«1tonucachshifl,bl:tnol ln..lhallont"li:xtlld,50
,;,,iN,: yWS(38.2m')oflhoklfle,
l'JOI.IUP--,crit«ia..V.'hcnlhcmui!llum·Stl~ll£Sre•
g~ IS WJa tlwl 'I, mc:h (9.5 ltlffl). lhc 1c$t pech 5ha!I lffltttul'ataken from lit: initl,lce wott.wa!inglele\l. ~Wl!eqt.alote~/',W1thnomdiri®dc:ul>ekH
ffiU O.Uf',. Tud1cd ~cuar;y, Jo,;:auorn; ~ by
erraticeortotcube~-gtl,ssl>allbe~
,,.,_ ttcef mASTM
OJ cmm!/.w" Dfku . ·cfa,i
Agin,: encois or
• addi1w11uf
a!NJU lff~l
t.tp,:m>O<! U XI of A.STM
CJJ.l<'Af'1' Utal
19e'l.l.2Slm
1909.1.J tdr suppb,:r
JJioJJ ft,nmh rtifiWlwn /Ml
rM~tp 1llasMlllm.:r.•
i,facr.,rnJ a,,d he te{tfUumcn11
of ASTM Cl ASTM 095 vr ASTMC1157 ,w#uclvteru
~.w glVIMldgnmu
J¢td bfu:1{'11 • W ro,,at:u
z"fFlicrzJu:l <"<Krartifita•
lwntJia' strdi,.,:-,..,..
plwu:t i.'/lkhtwr fa
iippl, ·etcp,nnj
1Ut ofw,,,p/.· a,,,,;,: ,,j1i,ip•
""" 111/lwW
II
:::;'.;sJ::~'.~~'!:!:~ !::::C~?J. 1och (95 mm) Df unallcr. the tw pMtek dull tuve mm1, l?\\1m d,!'MmieM of 12 inches b) 12 i..:~ nos mm by
Mmm).P.inel,$ha!lbc;sh«mtb.:t.lffl'epo:ntJOftM!hc
w«l.,duringlhccourseofthewOflzndlrythenou.kmen
dom;lhc ... ·00.. TI'it:~llfl\Xfwhlct\thep,iMk,u,::
rumi~lbctll(:-a.tbe"'«k
190&.lO.JAccept.uc,,:,critma. Th:~tornprtU!vt
Mn:11£l.hoflr,n:,;= fn.>mthc m·~ wod or a lliti:_k
teitpllOC!shsf!eq&:dorn::udO.l!Sf' ..... ,mnorn:gkron,
k.,; than O 75 f ',. 'The •"1::n~ cornpreui,;e =nph of
,:11
r~ II<
ncfcf~hJi;rcfrrilt}tm:
, .... ,,.. -----=u,L,~--Tdf50I-.&
l. ~_..,..., .... ......__..,._ ... ..._ ...... ~
-· 2.\'"'"'7_....._ ___ ...,....,._,..c_,......__.,, ),~dallilialictadatilcrl_,... .......
6. Tieback Anchors proof test
,,......., MlOUMD9"CMl..~NDfla'f'SfWDIWDll'.DPf'011111iM1DfllDDffW; I, Vtrlfy.__.._.__. ...... .....,iy,..IM...,.__ I l 2.0....-~•-c.-.-----......,i..i-..~ ....... ......__... ......... ...,.._..,. __ ,_ ____ . Vd)o,--_._._,,...,..__....._IJ!PC .... cf___. ...... _ .. d'--,-,-d,......_......._..,._.._......adoiow .. ~.-..lip ............... _..___, ....... ---. .... ,,.~.__,p,ri:m.......,.,._~.___,.._ ... s.c- ,_,.,.. AECUIIEDIPtCW.lllflECIUISAI01rm&DFCUf~~RIUMlilnoN.__.,.
I L =~~--~--_.,,__. - --
X
CllY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION X
BENCH MARK
By: Robert D. Mohony Dole: 10-10-1 f-------------,--+--1 By: _________ Dote: ___ By: ~~--,-::---,---;;,,-Dote: __ _ Nome: Soi! Engineering Const., Inc. Mohammad Sammak, City Engineer ~ CITY or sot.ANA SD.CH SURVEY CONTROL POJNT NO. 2012, NAMED ENC-43, 3.5 .. N.IITIONAL GEODETIC SURVEY OfSC IN HOOWAU.. 0.2 t.4JLES NORTH OF' Sot.ANA VISTA DR.
ON EAST SIDE Of NORTHBOUND HIGHWAY 101, 3 f'EET OfF SHOULDER AAD 6 FEET WEST Of CAROlrr SY THE SfA SIGN. .fJ£l; 34.670 (N.IIVD 88) Fire Chief Drown By R.C.E 16459 Exp:_JO)s6;J./l30.0t.;/22;3Lj-------------i---11By: Dote:___ R.C.E.: 37146 Exp: 6/30/24 2· 3•
ORIGINAL DRAWING MEASURE
AS-BUILT
By,c· _______ Date: __ _
R.C.E .. ~· ______ Exp: __ _
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT
STATEMENT OF SPECIAL INSPECTIONS FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
DRAWING NO.
SBGRSheet 15 of 1 5
LANDSCAPE IMPROVEMENT PLANS
FOR
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
THE FOLLOWING GENERAL NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE LANDSCAPE ARCHITECT OF WORK.
1. NOTES ARE DIRECTED TO THE WORK OF THE LANDSCAPE CONTRACTOR UNLESS NOTED ON PLANS
WORK NOT INTENDED TO BE UNDER LANDSCAPE CONTRACTOR'S CONTRACT A •N.I.C.• (NOT IN CONTRACT)
B •EXISTING" (REFERS TO IMPROVEMENTS THAT ARE PRESENTLY ON THE SITE)
3. CONTRACTOR SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT PLANS ARE CURRENT AND APPROVED
4. WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF ALL GOVERNING CODES, AND THE REQUIREMENTS OF THE CITY OF ENCINITAS.
6. 7.
8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES ANDIOR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS.
THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE OF CALIFORNIA.
THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK, TO BE APPROVED BYTHE PROJECT OWNER, PRIOR TO BEGINNING THE PROJECT, ALL WORK SHALL BE IN ACCORDANCE WITH SAID SCHEDULE
THE CONTRACTOR SHALL CAUSE THE LANDSCAPE ARCHITECT TO BE NOTIFIED PRIOR TO BEGINNING THE
WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. IMMEDIATE NOTIFICATION
WILL BE GIVEN TO THE LANDSCAPE ARCHITECT SHOULD SUCH A CONDITION BE DISCOVERED 10 MATERIAL SHALL BE NEW UNLESS OTHERWISE SPECIFIED
11. THE CONTRACTOR SHALL. IMMEDIATELY UPON BEING AWARDED THE CONTRACT, MAKE ANY ARRANGEMENTS
NECESSARY TO ENSURE THAT ALL MATERIALS, CONNECTIONS, ANO SUPPLIES WILL BE AVAILABLE WHEN
NEEDED FOR THIS PROJECT
12. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE
OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR 13 NO ALTERATIONS WILL BE CONSIDERED FOR ITEMS SPECIFICALLY CALLED FOR ON THESE PLANS 14 DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT 15 THE CONTRACTOR SHALL CAUSE THE LANDSCAPE ARCHITECT TO BE NOTIFIED NO LESS THAN 48 HOURS IN
ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS
16. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE:
A. PRE-CONSTRUCTION
B IRRIGATION COVERAGE AND PRESSURE TEST
C. PRE-MAINTENANCE 0. POST-MAINTENANCE (FINAL)
17, "LANDSCAPE" SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT HAVE BEEN
DESIGNED BY THIS OFFICE
18 SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DO NOT RELIEVE
THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE
PLANS, SPECIFICATIONS AND GOVERNING CODES
19 CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT StGNIFICANTLY READY UPON OBSERVATION OR APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, AT THE
THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS 20 THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING, THIS FIRM DOES NOT
DIRECT THE CONTRACTOR'S OPERATIONS, AND IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON THE SITE; THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR_ THE
CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE 21 CONTRACTOR SHALL PROVIDE A C,L.C,A. CERTIFIED LANDSCAPE TECHNICIAN ON THE JOB TO DIRECT ALL
PHASES OF THE CONSTRUCTION
22 THE CONTRACTOR SHALL BE RESPONSIBLE FOR, UNLESS SPECIFICALLY STATED OTHERWISE IN THE CONTRACT AGREEMENT, DAMAGES TO THE CONTRACTOR'S WORK DUE TO ~ACTS OF GODu, WORK BY OTHERS, AND THEFT OF THE CONTRACTOR'S EQUIPMENT, MATERIALS, AND SUPPLIES 23 CAUTION
BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES CABLE LOCATING SERVtcE: 800·422·4133 UNDERGROUND SERVICES ALERT: 800-227•2600 24 THESE PLANS ARE FOR LANDSCAPE IRRIGATION AND PLANTING ONLY. SLOPE CONSTRUCTION, INCLUDING
GRADING, DRAINAGE, AND WALLS, ARE EXISTING, AND SHOWN FOR REFERENCE ONLY 811 LANDSCAPE ARCHITECT OF WORK
LANDSCAPE MANAGEMENT PLAN
1. Observe plants for signs of stress on a regular basis so that field adjustments can be made to watering schedules.
2. 3.
4. 5.
6. 7.
8. 9.
10. 11.
12. 13.
~:g~:~ ir~~:~"r:~~°e"c:u~:~ea~l:ai~~s~~t~~eh~~~~o~~d 0
~%ga~~rme~~~~!~1
. a~;~~;:::~t~i~~~~~~~~· must be the same as the other equipment on the same system.
No overhead irrigation should be pertormed between 8:00AM and 6:00PM.
Bark mulch should be replenished annually to maintain minimum 2" depth.
As plantings grow and spread, it may be necessa,y to adjust spray heads to accommodate this growth.
Plant replacement species must match the water requirements of existing plants in the same hydrozone.
Monitor plantings for signs of pests and diseases. Treat immediately as appropriate, and remove dead, dying or diseased vegetation.
Annually flush accumulated debris out of drip systems using flush valves provided.
Maintain planter areas in a weed and debris free condition. Ensure eradication of invasive species.
Backflow preventer shall be tested annually.
An annual horticultural soil analysis should be made, and its recommendations followed relative to fertilization and soil management.
Monitor hardscape for signs of root damage, and root prune as necessary, according to the recommendations of an ISA certified arborist.
CITY APPROVED CHANGES APP'D DATE
I
RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION
By: George Mercer Date: ~f-------------f--+----l By: _________ Date: ___ By _________ Date. __ _ Name· George Mercer Associates Inc. Mohammad Sammak, City Engineer R.LA. -4-05-S ___ Exp: 4/30/23 By Date: __ _ R.C.E.: 37146 Exp: 6/30/24 SHEET 1Nr,Ex
)..- 1 TITJ..E SHEET ANr, GENER.Al.. NOTES
l..-:2 IR.R.IGATION PL.AN
J..-S IR.R.IGATION NOTES 4 r,ETAIJ..S
J..-4 IR.R.IGATION SPECIFICATIONS
l..-5 PL.ANTING PL.AN
l..-6 PL.ANTING NOTES ANr, r,ET AIJ..S
HYr,R.oSEEr,ING SPECIFICATIONS
l..-1 PL.ANTING SPECIFICATIONS
PROJECT SITE
325-327 PACIFIC AVE.,
SOLANA BEACH, CALIFORNIA
PACIFIC
OCEAN
NORTH
LOCATION MAP
NOTTO SC.ALE
SOIL MANAGEMENT REPORT
FLETCHER COVE
BEACH PARK
The &oil management report &hall be &ubmitted after a grading permit i& i&&ued, prior to building permit i&&uanc.e.
LANDSCAPE ARCHITECT'S CERTIFICATION
I am familiar with the requirements for landscape and irrigation plans contained in the City's water Efficient Landscape Regulations.
I have prepared this plan in compliance with those regulations and the Landscape Design Manual. I certify that the plan implements those regulations to provide efficient use of water.
{~__, Mf/W 12/5118
GEORGEERCER ALA #4055 DATE
LANDSCAPE ARCHITECTURE 990 SEACOAST DRIVE, STE 20 IMPERIAL BEACH, CA 91932 PHONE: (619) 882·2499 E-MAIL: Smercers@sbcglobaLnet ~
BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWJNGNO,
CITY OF SOLANA BEACH SURVEY CONTROL POINT
NO. 2012. NAMED ENC-43, 3.5" NATIONAL GEODETIC SURVEY
DISC IN 1-!EAD\'JALL, 0.2 MILES NORTH OF SOLANA VISTA DR ON EAST SIDE OF NORTH801.R,j0 HlGH'.VAY 101. 3 FEET OFF SHOULDER ANO 6 FEET WEST OF CARDIFF BY THE SEA SIGN
ELEV.: 34.670 (NAVO 88)
LANDSCAPE TITLE SHEET FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
SBGRSheet 1 of 7
0 NORTH
0:::
0 0
SCALE: 1" = 10'
5 10 20 30
GRAPHIC SCALE· FEET
HOUSE
327 PACIFIC AVE.
APN: 263-301-11
40 LANDSCAPE ARCHITECT OF WORK
By. George Mercer
HOUSE
325 PACIFIC AVE.
APN: 263-312--01
CITY APPROVED CHANGES
\ \_ LIMIT OF HYDROZONE
AREA 5,125 SQ FT_
THERE IS ONLY ONE HYDROZONE
VERY LOW WATER USE PLANTS, DR1P IRRIGATED
IRRIGATION LEGEND SEE PLAN FOR EQUIPMENT SIZES
SYMBOL MANUFACTURER MODEL# DESCRIPTION
AUTOMATIC ANTI-SIPHON VALVE, 3/4" SIZE.
WITH 200 MESH FILTER AND 30 PSI
PRESSURE REGULATOR
6. RAINBIAD GB SERIES MASTER VAf.VE 1 • SIZE - INSTALLED BELOW GRADE, IN VALVE BOX FLOW SENSOR - 1" SIZE - INSTALL PEA MANUF. DETAILS
-11-
IBI
0 [5J
®
CALSENSE
KING BROS.
CALSENSE
CALSENSE
RAINB1RO
RAINBIAD
RAINBIRD
WILKINS
FM-18
BTU SERIES
XFD-09-18-100
MDCFCAP
ARVOSO
500 SERIES
1" SIZE
25-75PSI
PVC BLOCKED TRUE UNION BALL VALVE IN VALVE BOX.
NEW AUTOMATIC CONTROLLER
EXTERNAL WALL MOUNT - 8 STATIONS
SOIL MOISTURE SENSOR - CONNECT TO CONTROLLER
INSTALL PER MANUF. SPECSIDETAILSJ
LATERAL LINE: SCH 40 PVC 3" BELQ\,\,' GRADE 1 • SIZE
MAIN LINE: PVC SCH 40 1 • SIZE.
18" MINIMUM COVER; 30" UNDER PAVING.
POINT OF CONNECTION
EXISTING WATER METER - 3/4" SIZE ON SERVICE LINE
{ASSUMED 1• SIZE- VERIFY)
BROWN LANDSCAPE DRIP LINE
WITH 0.9 GPH EMITTERS.
SPACING OF DRIPPERS -18".
INSTALLED 3" BELOW GRADE.
WITH 8" LONG GALVANIZED STAPLES AT MAX. 24" O.C.
USE APPROPRIATE RAINBIRD FITTINGS FOR CONNECTIONS.
DRIP LINE FLUSH VALVE - INSTALL AT LOW POINT
AIR VACUUM RELIEF VAf..VE. INSTALL IN GREEN 6" ROUND VALVE BOX
PRESSURE REGULATOR
INSTALL IF MAINUINE PRESSURE EXCEEDS SOPS!
ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET
I he pm3cc1· .. I "ttm:l!cd lntal Wakr I ,;,: !'> c,1!cul11h.·,l u~ing Im' follo\\in~i formula ETWlJ:::::. (Efo)(0.62[\1
, PF x HA.,. SL.A
IE
EIWll = blilTU!l'll WWI ,,at,:ru-,c jll.'f)C,ltli;;tll,m, IX'r ~carJ El o = b.1potr.m,pir,Ui1m r.i.tc !inchc, 1x·1 )CJtJ
!'I "'P!Jn! hu:!t>r fawn w1;('C)I_'- !~c lkfinition,i
HA
~LA
0 fi2 "'Crm,n~m11 h\cttlf (!o g;.1\1,m\ per '><!lkln' Joni! 11-: = lrri"alino Elficil·nc,
CITY OF SOLANA BEACH ESTIMATED TOTAL WATER USE (ETWU) WORKSHEET Evapotranspira!!on-RateTETo/
See ~A· below
Convers!On Factor• 62
{line 1 x Lme 2)
Plant Factor (PF)
s,ee ·,a~ ~low
Hydrozone Area (HA) - m square f~t
(Line 4 x Ltne 5) 6
(line 6 - line 7)
TOT Al of a!! Line 8 b-Oxes + SLA
Lme3xlme9
Estimated Total Water Use - ETWU
A
J_/o-/,n,p<,U.,,mptrntwnr-,,:c.,
.!! 1\1c-.. 1 of 1.~,
.fi1c;Ho! ! Si
1 7
10 0.81
633
633
16,091 gallons per year
~1AXIMUM APPLIED WATER APPLICATION (MAW Ar)_c_al __ cu __ J __ at_io __ n_: -----., I
MAWA ,f;,!2
, 91 \<~;~' 1,.1
,11:,:~,!,~·\«.1 J+<I-ETAl,~ ........ --n= 71,652
DETAlUSHEET
NL-3
C/L-3
E/L-3
D/L-3
LANDSCAPE ARCIITECTURE 990 SEACOAST DRIVE, STE 20
IMPERIAL BEACH, CA 91932
PHONE (619) 882-2499
E-MAlL 5mercers@sbcg1obal net
I APP'D I DATE
I
RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO By _________ Date
Mohammad Sammak, City Engineer
Date RC E.. 37146 Exp 6/30/24
OESCRJPTlON ClTY OF SOLANA BEACH SURVEY CONTROL POlNT
NO 2012, NAMED ENC-43, 3.S- NATIONAL GEODETIC SURVEY
DISC 1N W'" .. AO'NAU., 0 2 MILES NORTH OF SOLANA VISTA OR ON EAST SIDE OF NORTiiaOUNO HlGH'/.'AY 101, 3 FEET OFF
SHO\JI..OER AND 6 FEET WEST OF CARDIFF SY THE SEA SJGN
ELEV, 34 670 (N4.VD /!SJ
LANDSCAPE IRRIGATION PLAN FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
I
lsBGRSheet 2 of 7
ANTI-SIPHON VALVE
SC.H 80PYC.
THREADED NIPPLES
FJLTEfV
PRESSURE REG
Y'iHERE REGU'D'
PVC. sxT qo ELSO~S
PVC, MAIN (GLASS 31 SOR
SGH 40) l'IITH 1 e,• GOYER
>-----gg~~6i:'~IRE 3/4"DIAM.
ANTI-SIPHON VAL YE
NOTE: INST ALLANTI-SIPHON VALVE 12~ t-ilN!MUM ABOVE HIGHEST
HEAD IN SYSTEM AND PER C,URRENT GODE REQUIREMENTS
HOSE BIBB MAY BE PRESENT
(NOT A PART OF IRRIGATION C.ONTRAGT)
1 o• MINIMUM DIAMETER
ROUND V .AJ... VE eox JIIIITH LID
BLOC.l<ED TRUE UNION -----~
BALLYALYE
FINISH 6-RAl?E 1" BELOJIII
VALVE SOX TOP IN LAY'iN
AND 2" IN SHRUB AREA
_,........,,.,1Lr,..:;:::-=-=-=-=_:):-=~...!:-=-=-=-=-=-=..:::;.,Jf7e=-n=="" t,, -1111 II SOLVENT i"iELD
SLIP END C.ONNEGTORS-+---+---~
SUPPLIED i"ilTH YALYE
ONE COURSE OF BRIC.I<
(TOSETYALYE 60XON)
PEA GRAVEL, 6• DEPTH
PYGSxS 45
EL601'1S
MAINLINE
NOTE: ONLY ONE YALYE PER BOX
~-S .... A __ L=L ..... Y ..... A---=L ..... V-=E~
8" LONG ST Al<E MAX 2' O.G.
11!,"
:=:__:~·~- POINT OF GONNEGTION SHALL BE UPSTREAM DRIP EMITTER MOLDED INTO DRIPLINE HOUSE
.,..ATER LINE TO HOUSE
FROM HETER
(ASSUMED 1 ~ COPPER)
BRASSELL
-7:~ ,' OF PRESSURE REGULATOR TO HOUSE, IF PRESENT.
.~
' ·-:,._J,,,: (THIS PRESSURE REGULATOR NOT IN GONTRAC.TJ ,,,..:, POINT OF GONNEGTION: -- :;,__ ___ SYiEAT A COPPER TEE INTO '.:< GOPPER SUPPLY LINE TO HOUSE _,z-~ (SEE NOTE 1 J
COPPER ADAPTOR (SEE NOTE 1 J
PRESSURE REGULATOR
Yi!Lt<INS 500 SERIES
25-15 PSI RANGE
RADE
HALE ADAPTOR (PVC.)
PVGHAIN
(TO VALVES)
@1--~-o~-Esl_N_T_O_F___,;,C,_O_N_N;...E_C,;...T;...l..;;.O_N __
1. DET A!L !S DIA6RAMMAT!-C 1!'15-T ALL TEE SO TKA T C.OPPER ADAPTOR l& PARALLEL. TO KOVSE l'iAL.L.,
;.!_ NO C.L.OSE NIPPLES &KALL SE VSED
3, ALL BRASS SKALL. BE RED BRASS
4. If A551JMED C.ONDITJON5 ARf. DIFFERENT TKAN ACTUAL. CONDITIONS. CONTAC.T LANDSCAPE ARC.HITE.CT FOR DlRECTION
u4 REBAR, 36" LENGTH
INST ALL TO HIN.
DEPTH OF 24~
POL YETHELENE DRIPLINE
ADAPTER TO COMPRESSION FITTING
BRO.,..NL!NE LATERAL ON GRADE
®-D_R_IP_LI_N_E_IN_S_T_A_L_L_A_T_IO_N __
VAL VE eox l"IJTH LOC.l<IN6 LID
PERMANENTLY MARKED Jlll!TH
CONTROLLER l.D. AND VALVE•
YiATERPROOF -----~
CONNECTORS
24" LENGTH OF C.OILED i"ilRE ---~
NOTE,
SET VALVE BOX ON ONE
C.OURSE Of BR!GK
ONE VAL YE PER BOX.
________ FLOY-I C,ONTROL .,..!TH
STAR HANDLE
------- MANUAL CONTROL Pf:T-GOC.K
~--- LOOP UP SPARE CONTROL i"i!RE AT
EACH SET OF MANIFOLDED VAL YES
-::::;::==+==:t:::::::::=:;t:==::===+===::;J;~ I
FINISH GRADE 1"BELO.,.. VALVE BOX
TOP IN LAl"iN AND 2" IN SHRUB AREA
6RIC.K _________ J
PEA GRAVEL--------~
PVC. TEE OR ELL --------~
PVC. MAIN (GLASS 3 1 5 OR SC.H 40) l'IITH 11!," GOYER
©1-M ......... A=S __ T=E ..... R__ C. ... O"""'N ..... T ___ R __ O __ L ___ V.._A=L---Y __ E __ f'. ►----- BUILDING
l'IALL
a+----- AUTOHAT!C. CONTROLLER
(HOUNT AS PER MANUFACTURER'S T 5PEC.IFIC.ATION5)
'sl;s-------METAL
STRAPS
4'
in
/TSCH 40 PVG qo DEGREE SY'iEEP
NOTE: SOURCE OF POWER IS NOT SHOWN ON PLANS
110V POWER REQUIRED AT THE CONTROLLER. CONTRACTOR TO COORDINATE
WITH OWNER TO ENSURE POWER IS PROVIDED AT CONTROLLER LOCATION ®1--C._O_N_TR_O_LL_E_R_
LANDSCAPE ARCHITECT OF WORK CITY APPROVED CHANGES APP·o DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK lfii:.Ftl<S,ATION NOTes
1. IT IS INTENDED THAT THE CONTRACTOR SHALL CONSTRUCT. ASSEMBLE AND INSTALL
SYSTEMS IN A SATISFACTORY MANNER, ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY, LEFT READY FOR ITS
INTENDED USE AND/OR OPERATION BY THE OWNER
2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL DUE TO SYSTEM
FAILURE DURING INSTALLATION OF PLANTS AND MAINTENANCE PERIOD
3. CONTRACTOR SHALL CHECK ALL SITE CONDmONS, AND VERIFY THE EXISTENCE. LOCATION
AND SIZE OF UTILITIES AND SERVICES PRIOR TO TRENCHING
PRIOR TO BEGINNING WORK CONTRACTOR SHALL VERIFY WATER PRESSURE AT THE WATER
METER AT THE ELEVATION INDICATED ON THE PLANS, AND ALSO VERIFY MAIN LOCATIONS AND SIZES. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES.
6. CONTRACTOR SHALL COORDINATE WITH OWNER AND OTHER TRADES TO HAVE POWER
AVAILABLE TO THE CONTROLLER WHEN NEEDED
7. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED.
8. POINT OF CONNECTION {P.0.C.) SHALL BE AS SHOWN ON PLANS
9. CONNECTIONS FROM MAIN SUPPLY LINES SHALL BE MADE HORIZONTALLY.
10. NO CLOSE NIPPLES OR CROSSES SHALL BE USED
11. PIPING AND P.V.C. ELECTRICAL SLEEVES (P.V.C. SCHEDULE 40 WITH NO. 12 PULL WIRE) UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED, (24a MINIMUM BELOW PAVING EXCEPT 18R FOR IRRIGATION LATERALS), PRIOR TO PAVING OR REPAVING, AND EXTEND 2 FEET OUTS1DE EDGE OF PAVING. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. PERMANENTLY MARK PAVING WITH "E" ON BOTH SIDES OF CROSSING. SLEEVES SHALL BE A MINIMUM OF 2 TIMES THE DIAMETER OF PIPE TO BE ENCLOSED OR, FOR ELECTRICAL SLEEVES, LARGE ENOUGH FOR ALL WIRES INCLUDING AT LEAST 2 SPARE WIRES 12 13.
14. 15.
16. 17.
18 19.
20. 21.
22. METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVE, 12 INCHES DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN 2 INCH CAPITAL LETTERS EVERY 3 FEET ALONG THE TAPE.
ALL TRENCH BACKFILL SHALL BE COMPACTED TO THE SAME DENSITY AS ADJACENT SOIL PLANS ARE DIAGRAMMATIC AND APPROXIMATE. VALVES AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS. PIPING SHALL BE LOCATED ALONG THE INSIDE EDGES OF PLANTING AREAS EXCEPT WHERE NOT FEASIBLE TO DO SO.
ADJUST PRESSURE REGULATING VALVE TO ACHIEVE 10 P.S.I. MORE THAN THE MINIMUM HEAD
OPERATING PRESSURE FOR EACH TYPE OF HEAD AT THE HIGHEST SYSTEM AND/OR HIGHEST AND LARGEST.SYSTEM. SEE IRRIGATION LEGEND FOR LOWEST OPERATING PRESSURE RANGE OF EACH HEAD.
BALL VALVE BOXES SHALL BE MANUFACTURED BY AMETEK (BOX #182001 AND COVER #182002) OR CARSON (#608·12)
SET VALVE BOXES 2" ABOVE FINISH GRADE IN SHRUB AREAS. FOR BALL VALVES, BURN INTO THE LIDTHE LETTERS "BV". LETTERS SHALL BE 3" HIGH, 112" WIDE.
REMOVE BURAS FROM G.I.P. AND P.V.C. PIPE ENDS PRIOR TO CONNECTING OR SOLVENT WELDING.
USE SOLVENT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING PIPE ENDS PRIOR TO MAKING SOLVENT waDED CONNECTIONS,
FLUSH PIPE CLEAN PRIOR TO INSTALLING SPRINKLER HEADS.
USE FITTINGS TO ACHIEVE DIRECTIONAL CHANGES IN PIPE. DO NOT BEND PIPE
CONTROLLER SHALL BE PROGRAMMED SO WATERING WILL NOT INTERFERE WITH CONSTRUCTION OR NORMAL USE OF THE PROPERTY. CUSTOMERS AND/OR PERSONNEL 23 DIRECT BURIAL CONTROL WIRE SHALL BE 600 VOLT, SINGLE CONDUCTOR SOLID COPPER.
PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATIONS, U.F .. UL APPROVED. 14 ~~~~J~N~~-U~lt~Lg~~R SPARE WIRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND
CODE TO BE AS FOLLOWS
CONTROL WIRE· BLACK
COMMON GROUND WIRE· WHITE
EXTRA CONTROL WIRE· RED
24. WIRE CONNECTIONS: NEUTRAL, PILOT AND SPARE WIRES SHALL BE INSTALLED WITH A TWO FOOT (2') COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE, EACH AND EVERY WIRE SPLICE SHALL BE ENCASED IN "SCOTCH-PAC" OR "PENTITE" WATERPROOF EPOXY CONNECTORS. WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. 25 CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT 5'-0" INTERVALS AND BURIED
BENEATH MAINLINE WHERE POSSIBLE OR AT THE SAME DEPTH AS MAINLINE ALONG EDGES OF
PLANTING AREAS
26 CONTRACTOR SHALL ADJUST ALL IRRIGATION TO FULLY COVER ALL PLANTING AREAS.
27. IRRIGATION SYSTEMS SHALL NOT DELIVER WATER ACROSS PROPERTY LINES OR ONTO ROADS.
WALKS, BUILDINGS AND WINDOWS
28. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR
SEEDING,
29. CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE SATISFIED AND APPROVED BY THE LANDSCAPE ARCHITECT:
A. VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS
B ~DRAWINGS OF RECORD" SHALL INCLUDE LOCATIONS OF MAINS, VALVES, CONDUITS. CONTROL WIRE ROUTING, AND SWING CHECK VALVES. LOCATE, ON REPRODUCIBLE MATERIAL.BY DIMENSIONING FROM TWO (2) FIXED POINTS
C PROVIDE A CONTROLLER CHART FOR THE AUTOMATIC CONTROLLER, LAMINATED IN CLEAR
PLASTIC, INDICATING THE AREA COVERED BY THE CONTROLLER FOR NEW SYSTEMS SHOWN ON THESE PLANS. THE CHART SHALL BE MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR AND SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL "DRAWINGS OF RECORD", THE LINE WEIGHTS AND
LETTERING ON THE CHART SHALL BE SO DRAWN TO BE CLEARLY READABLE 30 WHERE FIELD CONDITIONS REQUIRE CHANGES. HEADS SHALL BE ADDED OR DELETED IN
ACCORDANCE WITH THE MAXIMUM SPACING LIMITS ESTABLISHED IN THE IRRIGATION LEGEND
PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY, WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND
31, IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS AND IN ACCORDANCE
WITH THE CRITERIA AND STANDARDS OF THE CITY OF SOLANA BEACH ANO OTHER APPLICABLE
STANDARDS AS OF THE APPROVED DATE OF THESE PLANS
CITY OF SOLANA BEACH
LANDSCAPE ARCHITECTURE 990 SEACOAST DRIVE. STE 20
IMPERIAL BEACH, CA 91932
PHONE: (619) 882·2499
E-MAIL: [email protected]
ENGINEERING DEPARTMENT DRAWING NO
By: George Mercer Date ~~======================== ====~==~---------------i---------------i------------------t::-LA=N=-os=-c=-A-:-P-:-E:-c:IR=R-:-G-:-A=:r-:-,o:-:-N::-N:-:-0::-T=E=-s=-AN=D=-c:D=E=TA::-l::-L::-S=F=o=R-: ------------r-------i Name: George Mercer Associates. Inc ~========================~====~==~ By ________ Date· --- By: -,-M--oh-,-m-m-,d-s-,m-m-,-,-,.-,c--;cy-cE,:-n-,gi~•1 te~: 325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075 SBGRR.LA 4o55 Exp ~41~30~12~3~--,--------------+--+--, By. Dato:___ R.C.E.: 37146 Exp: 6130124 REPAIRS TO COASTAL BLUFF Sheet 3 of 7
IRRIGATION SPECIFICATIONS
NOTE: THE GENERAL AND SPECIAL CONDITIONS NOTED HEREIN ARE AN INTEGRAL PART OF THE LANDSCAPE PLANS ANO MUST BE CAREFULLY CONSIDERED IN CONNECTION HEREWITH_ Ill
PURPOSE OF THE SPECIFICATIONS:
IT IS THE INTENT OF THESE SPECIFICATIONS THAT:
A. THE WORK OF ASSEMBLING AND INSTALLING THE SPRINKLER SYSTEMS WILL BE ACHIEVED IN AN
EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER INSTALLATION AND OPERATION.
8 THAT THE FINISHED SYSTEMS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR OPERATION TO THE SATISFACTION OF THE OWNER. ACCORDINGLY, THE REQUIREMENTS OF THESE SPECIFICATIONS ARE A PART OF THE SPRINKLER SYSTEM CONTRACT.
A,
SCOPE OF WORK:
THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR,
TOOLS, MATERIALS, PERMITS, APPLIANCES, TAXES AND ALL OTHER COSTS, FORSEEABLE AND
UNFORSEEABLE AT THE TIME OF CONTRACTING, NECESSARY ANO APPROPRIATE FOR THE
INSTALLATION OF A SPRINKLER SYSTEM AS HEREIN SPECIFIED AND SHOWN ON THE ACCOMPANYING DRAWINGS.
NO DEVIATION FROM THESE SPECIFICATIONS, OR FROM THE AGREEMENT, OR FROM THE GENERAL
CONDITIONS IS AUTHORIZED AND NO SUCH DEVIATION SHALL BE MADE, UNLESS THE WRITTEN
AUTHORIZATION THEREFORE, SIGNED BY THE OWNER OR HIS DULY APPOINTED REPRESENTATIVE,
HAS BEEN OBTAINED IN ADVANCE
GENERAL CONDITIONS·
EXECUTION, CORRELATION AND INTENT OF DOCUMENTS·
THE CONTRACTOR SHALL ABIDE BY, AND COMPLY WITH, THE TRUE INTENT AND MEANING OF THE
DRAWINGS AND SPECIFICATIONS TAKEN AS A WHOLE AND SHALL NOT AVAIL HIMSELF TO THE DETRIMENT OF THE WORK OF ANY MANIFEST ERROR OR OMISSION SHOULD ANY EXIST. FIGURES,
DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER MEASUREMENTS BY SCALE, AND
DETAILED DRAWINGS FURNISHED SHALL TAKE PRECEDENCE OVER GENERAL DRAWINGS SO
FURNISHED
SURVEYS, PERMITS AND REGULATIONS:
THE OWNER SHALL FURNISH ALL SURVEYS UNLESS OTHERWISE SPECIFIED PERMITS AND LICENSES
NECESSARY FOR THE EXECUTION OF THE WORK INCLUDING, BUT NOT LIMITED TO, BUILDING
PERMITS FROM THE CITY OR COUNTY BUILDING DEPARTMENT AUTHORIZED TO PERMIT THE WORK,
SHALL BE SECURED ANO PAID FOR BY THE CONTRACTOR
C DRAWINGS AND VERIFICATION OF DIMENSIONS
ALL IRRIGATION SHALL BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS INDICATED ON THE PLOT PLAN THE
CONTRACTOR SHALL ACKNOWLEDGE THAT HE HAS VERIFIED ALL DIMENSIONS AND SHALL INDICATE
ALL DISCREPANCIES IN PLOT PLAN, IF ANY ANY INDICATED DISCREPANCIES WILL BE CHECKED IMMEDIATELY BY THE OWNER BY IN•FIELD MEASUREMENTS AND IF ANY DISCREPANCY IS FOUND, THE
OWNER WILL AUTHORIZE, IN WRITING, ALL NECESSARY ADDITIONS OR DELETIONS
D SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES SHALL BE AS INDICATED ON THE
DRAWINGS WITH CONSIDERATION BEING GIVEN TO PREVAILING WIND CONDITIONS
E CHANGES
THE OWNER AND CONTRACTOR HEREBY AGREE THAT THE OWNER OR HIS REPRESENTATIVE SHALL
HAVE THE RIGHT TO MAKE MINOR CHANGES TO THE IRRIGATION SYSTEMS AND THEIR LOCATIONS
WITHOUT ADDITIONAL COST TO THE OWNER
EXISTING CONDITIONS
PRIOR TO SUBMISSION OF HIS BID, CONTRACTOR SHALL EXAMINE THE SITE AND SATISFY HIMSELF
AS TO THE CONDITIONS THEREOF
G SITE CONFERENCP
PRIOR TO COMMENCING WORK ON THE PROJECT, THE CONTRACTOR SHALL ARRANGE AN ON SITE
CONFERENCE WITH THE OWNER, AND AT THIS TIME THE CONTRACTOR SHALL LAYOUT THE SYSTEM
FOR APPROVAL
H CODES
ALL WORKMANSHIP ANO MATERIALS SHALL CONFORM TO LOCAL BUILDING AND PLUMBING CODES
HAVING JURISDICTION
QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT GUARANTEED AND ARE FOR CONTRACTOR'S
CONVENIENCE ONLY
PROTECTION OF WORK AND PROPERTY
THE CONTRACTOR SHALL BE LIABLE FOR AND SHALL TAKE THE FOLLOWING ACTIONS, AS THEY MAY
BE REQUIRED, WITH REGARD TO DAMAGE TO ANY OF THE OWNER'S PROPERTY ANY EXISTING BUILDINGS, EQUIPMENT. PIPING, PIPE COVERING, ELECTRICAL SYSTEMS, SEWERS,
SIDEWALKS, GROUND, ROADS, LANDSCAPING OR STRUCTURE OF ANY KIND DAMAGED (INCLUDING
WITHOUT LIMITATION, DAMAGE FROM LEAKS IN THE PIPING SYSTEMS BEING INSTALLED OR HAVING
BEEN INSTALLED BY CONTRACTOR) BY THE CONTRACTOR, OR HIS AGENTS, EMPLOYEES, OR
SUBCONTRACTORS DURING THE COURSE OF HIS WORK, WHETHER THROUGH NEGLIGENCE OR
OTHERWISE, SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE IN A MANNER SATISFACTORY TO THE OWNER. WHICH REPAIR OR REPLACEMENT SHALL BE A CONDITION
PRECEDENT TO OWNER'S OBLIGATION TO MAKE FINAL PAYMENT UNDER THE CONTRACT IV
3,
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DAMAGES TO ANY WORK COVERED BY THESE SPECIFICATIONS BEFORE FINAL ACCEPTANCE OF THE WORK. HE SHALL SECURELY COVER ALL
OPENINGS INTO THE SYSTEMS AND COVER ALL APPARATUS, EQUIPMENT AND APPLIANCES, BOTH
BEFORE AND AFTER BEING SET IN PLACE TO PREVENT OBSTRUCTIONS IN THE PIPES AND THE
BREAKAGE, MISUSE OR DISFIGUREMENT OF THE APPARATUS, EQUIPMENT OR APPLIANCE
CONTRACTOR SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS PROVIDED BY LAW AND
CONTRACT DOCUMENT
K. ACCESS TO ANO INSPECTION, TESTING AND APPROVAL OF WORK·
1. CLOSING IN UNINSPECTED WORK:
2,
CONTRACTOR SHALL NOT CAUSE OR ALLOW ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE OWNER. SHOULD ANY OF HIS WORK
BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER THE WORK
AT HIS OWN EXPENSE IN ORDER TO AFFORD THE NECESSARY INSPECTION BY THE OWNER.REINSPECTION OR TESTING OF WORK UNAPPROVED OR WORK FAILING INITIAL TESTING OR INSPECTION·
CONTRACTOR WILL PAY FOR ANY ADDITIONAL TRIPS FOR REINSPECTION OR RETESTING AT THE RATE OF$ 100 PER HOUR OF THE OWNER'S (OR HIS AUTHORIZED REPRESENTATIVE'S) TIME ON THE JOB, PLUS EXPENSES. AMOUNTS OWED BY THE CONTRACTOR HEREUNDER MAY BE DEDUCTED
BY THE OWNER FROM THE PROGRESS PAYMENTS DUE TO CONTRACTOR NEXT FOLLOWING THE
DATE OF FAILURE OF INSPECTION OR TESTING BASED UPON THE OWNER'S REASONABLE ESTIMATE OF THE TIME REQUIRED FOR REINSPECTION OR RETESTING.
SUPERINTENDENCE· SUPERVISION
THE CONTRACTOR SHALL KEEP ON HIS WORK, DURING ITS PROGRESS. A COMPETENT
SUPERINTENDENT AND ANY NECESSARY ASSISTANTS, ALL SATISFACTORY TO THE OWNER THE
SUPERINTENDENT SHALL NOT BE CHANGED EXCEPT WITH THE CONSENT OF THE OWNER, UNLESS
THE SUPERINTENDENT PROVES TO BE UNSATISFACTORY TO THE CONTRACTOR AND CEASES TO BE IN HIS EMPLOY. THE SUPERINTENDENT SHALL REPRESENT THE CONTRACTOR IN HIS ABSENCE AND ALL DIRECTIONS GIVEN HIM SHALL BE AS BINDING AS IF GIVEN TO THE CONTRACTOR. HE SHALL BE
FAMILIAR WITH ALL CONTRACT DOCUMENTS, PLANS, SPECIFICATIONS ANO DETAILS AND SHALL HAVE
A COMPLETE SET OF PLANS ON THE JOB AT ALL TIMES
SPECIAL CONDITIONS·
A IRRIGATION SYSTEM
THE IRRIGATION SYSTEMS SHALL INCLUDE ALL MATERIALS ANO THEIR INSTALLATION IN
ACCORDANCE WITH PLANS AND SPECIFICATIONS PREPARED BY THE OWNER ALL PRESSURE LINES, NON•PRESSURE LINES, VALVES AND MISCELLANEOUS SPRINKLER HEADS
SHALL BE MANUFACTURED, SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE
SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED IRRIGATION PLANS AND SPECIFICATIONS
SUBSTITUTION OF MATERIALS, SIZES OR MANUFACTURER WILL NOT BE ALLOWED UNLESS THE
OWNER ANO LANDSCAPE ARCHITECT AGREE TO ANY PROPOSED CHANGES IN WRITING
B CLEAN UP
KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH
INCIDENTAL TO WORK OF THIS SECTION
UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE HIS MATERIAL, EQUIPMENT
ANO WASTE TO THE SATISFACTION OF THE OWNER
C. RESPONSIBILITY,
1, PROTECT WORK OF THIS SECTION AND WORK OF OTHERS AT ALL TIMES IN PERFORMANCE OF WORK
OF THIS SECTION
PROTECT ALL MATERIALS FROM THEFT, ALL CONTROLLERS FROM WEATHER, UNTIL END OF
MAINTENANCE PERIOD
CAREFULLY NOTE ALL ESTABLISHED GRADES BEFORE COMMENCING WORK RESTORE ANY
ESTABLISHED GRADE CHANGE DURING COURSE OF THIS WORK TO ORIGINAL CONTOURS
D MATERIALS
GENERAL MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS ALL
PRESSURE SUPPLY LINES, NON-PRESSURE LINES, VARIOUS TYPES OF VALVES, AND ALL TYPES OF
SPRINKLER HEADS ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF DOMESTIC MANUFACTURE AND CONFORM TO PERFORMANCE STANDARDS AND.OR DATA HEREIN, AND AS SHOWN IN LEGEND ON DRAWINGS. INSTALLED IN STRICT ACCORDANCE WITH CONSTRUCTION DETAILS
PIPE LINES (REFER TO DRAWINGS)
PLASTIC PIPE AND FITTINGS
PIPE: EXTRUDED FROM 100'% VIRGIN POLYVINYL CHLORIDE PVC, TYPE I, GRADE 11. CLASS 1120 MATERIAL
ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION, MANUFACTURER'S NAME, NOMINAL PIPE SIZE. PVC 1120 AND PRESSURE RATING IN P.S I
MANUFACTURER SHALL MARK DATE OF EXTRUSION ON PIPE DATING TO BE PERFORMED IN
CONJUNCTION WITH RECORDS HELD BY MANUFACTURER COVERING QUALITY CONTROL TESTS. RAW MATERIAL BATCH NUMBER, ANO OTHER INFORMATION DEEMED NECESSARY BY
MANUFACTURER
ALL SOLVENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF PIPE FITTING AND AS
APPROVED USE NO SOLVENT FROM CANS WHICH HAVE BEEN OPENED OVERNIGHT L
FITTINGS:
PLASTIC FITTING: PVC, TYPE I, IPS SCHEDULE 40, NSF APPROVED ON ALL PRESSURE LINES PVC, TYPE I, IPS SCHEDULE 40, NSF APPROVED ON ALL NON-PRESSURE LINES COUPLINGS: SHALL BE MADE FROM EXTRUDED STOCK, REAMED WITH A TAPER ALL PLASTIC FITTINGS: A MOLDED FITTING.
4. ALL SPRINKLER HEADS: ALL SPRINKLER HEADS SHALL BE OF TYPE AND MODEL AS INDICATED IN
THE LEGEND AND SHALL BE INSTALLED AS INDICATED ON DETAILED DRAWINGS BALL VALVES: BALL VALVES 2" IN SIZE AND SMALLER SHALL BE BLOCKED, TRUE UNION, SCREWED, WITH HAND LEVER FOR OPERATION. EACH BALL VALVE SHALL BE HOUSED IN A BOX AS NOTED ON PLANS.
6. REMOTE CONTROL VALVES SHALL BE PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS.
E.
G
VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS
ALL DIRECT BURIAL CONTROL WIRE SHALL BE 600V. SINGLE CONDUCTOR SOLID COPPER. U.F., U.L.
APPROVED. 14 GA. MINIMUM PILOT WIRE, PER VALVE MANUFACTURER'S RECOMMENDATIONS, 12 GA. MINIMUM FOR COMMON GROUND RETURN WIRE.
SITE CONDITIONS:
EXERCISE EXTREME CARE IN EXCAVATING ANO WORKING NEAR EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT.
COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SO THERE SHALL BE
NO INTERFERENCE EXISTING WHICH WOULD HINDER PLANTING, INSTALLATION OF UTILITIES ANO
OTHER CONSTRUCTION
PHYSICAL LAYOUT
PRIOR TO INSTALLATION, CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING
AND LOCATIONS OF SPRINKLER HEADS
ALL LAYOUTS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION
ALL SPRINKLER HEADS SHALL BE SET AT A FINISH HEIGHT TO ACCOMMODATE AND CONSIDER GROWTH OF ADJACENT PLANT MATERIALS. HEADS SHALL NOT BE LOCATED BEHIND ANY PLANT
MATERIAL SO THAT FUTURE GROWTH WOULD IMPAIR THE EFFECTIVENESS OF THAT HEAD THE
OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ALL CONFLICTS BEFORE INSTALLATION
WATER SUPPLY
CONNECT SPRINKLER IRRIGATION SYSTEM TO OUTLETS AS INDICATED ON DRAWINGS
CONNECTION SHALL BE MADE AT APPROXIMATE LOCATIONS SHOWN ON DRAWINGS CONTRACTOR
JS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITION
ROUTING OF PRESSURE SUPPLY LINES ANO LATERALS, AS INDICATED ON DRAWINGS, IS
DIAGRAMMATIC INSTALL LINES AND VARIOUS ASSEMBLIES IN SUCH A MANNER AS TO CONFORM
WITH PLANS AND DETAILS
INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL. IN
ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO
COMPLETE WORK, PERFORM SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE WITH
PRIOR APPROVAL OF OWNER
LINE CLEARANCE
ALL LINES SHALL HAVE A MINIMUM OF SIX (6) INCHES CLEARANCE FROM EACH OTHER, AND FROM LINES OF OTHER TRADES PARALLEL LINES SHALL t-.'OT BE INSTALLED DIRECTLY OVER ONE
ANOTHER
TRENCHING
DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH LAY
PIPE TO AN EVEN GRADE TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON
DRAWINGS AND DETAILS DEPTH OF PIPE PER PLANS
BACKFILLING
COMPACT BACKFILL FOR TRENCHING TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED
SOIL AND CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER
IRREGULARITIES PLACE INITIAL BACKFILL ON ALL PRESSURE AND NON-PRESSURE LINES OF A FINE GRANULAR MATERIAL. NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE WILL BE PERMITTED
TESTING
NO TESTING SHALL TAKE PLACE. NOR SHALL ANY WATER BE ALLOWED INTO ANY SYSTEM, BEFORE
THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125 LBS. PEA SQ N AND TEST ALL NON•PRESSURE LINES UNDER EXISTING STATIC PRESSURE TO PROVE BOTH WATER TIGHT
SUSTAIN PRESSURES IN LINES FOR NOT LESS THAN FOUR HOURS IF LEAKS DEVELOP, REPLACE
JOINTS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN WATER TIGHT
TESTS SHALL BE OBSERVED AND APPROVED BY ARCHITECT PRIOR TO BACKFILL LANDSCAPE ARCHITECT OF WORK CITY APPROVED CHANGES I APP'D I DATEj RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK By George Mercer Date ~!-------------+----+-- By _________ Date By _________ Date.
Name George Mercer Associates Inc Mohammad Sammak, City Engineer
5. UPON COMPLETION OF EACH PHASE OF WORK, ENTIRE SYSTEM SHALL BE TESTED AND ADJUSTED TO MEET SITE REQUIREMENTS.
6, THE ABOVE TESTING SHALL BE COMPLETED AND APPROVED PRIOR TO PLANTING OF ALL
PLANTS EXCEPT SPECIMEN TREES
HEADS IN PLANTING AREAS SHALL BE ADJUSTED FOR COVERAGE AND HEIGHT AS DIRECTED BY THE LANDSCAPE ARCHITECT.
M. INSPECTION OF WORK:
INSTALLATION AND OPERATIONS MUST BE APPROVED BY ARCHITECT AS SPECIFIED UNDER GENERAL CONDITIONS. FINAL INSPECTION Will BE MADE AT THE CONCLUSION OF THE LANDSCAPE MAINTENANCE PERIOD.
N COVERAGE TEST:
WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM AS
COVERAGE TEST IN THE PRESENCE OF THE OWNER TO DETERMINE IF THE COVERAGE IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT
INADEQUACIES OF COVERAGE ONLY WHERE DRAWING AND DIRECTION BY OWNER HAVE NOT BEEN FOLLOWED.
0. ADJUSTING OF SYSTEM:
1. ADJUST VALVES, AND ALIGNMENT AND COVERAGE OF ALL SPRINKLER HEADS.
IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS PRIOR TO FINALIZING PROJECT.
3. ALL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTION OF THE OWNER, P GUARANTEE:
1. THE WORK INCLUDED ON THESE PLANS SHALL BE GUARANTEED AGAINST ALL DEFECTS AND
MALFUNCTION OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP WITHIN THE
TIME SPECIFIED ABOVE, ALL NECESSARY REPAIRS AND/OR REPLACEMENTS SHALL BE MADE
BY THE CONTRACTOR, IN AN EXPEDIENT MANNER, AT NO ADDITIONAL COST TO THE OWNER
THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE
CONTRACTOR'S GUARANTEE OBLIGATIONS
IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE WITHIN A PERIOD OF 48 HOURS, THE OWNER MAY
MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE OF THE
CONTRACTOR
ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE GUARANTEE
PERIOD SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER,
INCLUDING A COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER
IMPROVEMENTS OF ANY KIND
4 THE CONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESENTATIVE ANO FUTURE
MAINTENANCE PERSONNEL IN THE OPERATION OF ALL SYSTEMS
5 THE CONTRACTOR SHALL FURNISH THE OWNER WITH THE FOLLOWING MATERIALS UPON
COMPLETION OF THE WORK AS PART OF THIS CONTRACT
"RECORD~ DRAWINGS SHALL INCLUDE LOCATIONS OF ALL MAINS, VALVES, AND SLEEVES LOCATE BY DIMENSIONING FROM TWO (2) FIXED POINTS ON A SET OF BLUELINES
CONTROLLER MANUAL AND KEYS
LANDSCAPE ARC!nl!CTURE 990 SEACOAST DRIVE, STE 20
IMPERIAL BEACH, CA 91932
PHONE (619) 882·2499
E-MAIL Smercers@sbcg!obal net
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT I DRAWlNGNO LANDSCAPE IRRIGATION SPECIFICATIONS FOR: !
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075 j SBGRRLA ;,4,c05""5 ___ Exp c4!1133l0!1;121,3 ___ r--------_-_-_-_-_-_-_-_-_-_-lt_-_-_-_1-_-_J,_'"8':,y-========='.'..D'~"'.__::-=-=-=-=-=-=L-.:.R:..C::.E:.·_:·3::.71::4::.s_...:.."":.::.P_6::./3::0:.:/2::4 ____ L ________________ L ________ _:_R:.:E::.P.:.A:.l:.R:.:S_T:.0::...C::.O::.A:.::S.:.TA:.::L.:B:.:L:.:U:.:F_F _________ ..,Ll_s_h_•·_'_4_o_f_7 _ _j 0 NORTH
f- 0::: q 0
SCALE: 1" = 10'
0 5 10 20 30
GRAPHIC SCALE • FEET
(Y)
N
HOUSE ~ I j- 0 I~ 327 PACIFIC AVE. 0 APN: 263,-301-11 _J 0 ....!
co
40 LANDSCAPE ARCHITECT OF WORK
By: George Mercer
HOUSE
325 PACIFIC AVE.
APN: 263-312.01
CITY APPROVED CHANGES
,-
0 APP'D I DATEI
I
d
RECOMMENDED FOR APPROVAL
PLANTING LEGEND INSTALL ALL SHRUBS WITH 18" HIGH TUBEX WIND SHELTER
SPECIES/COMMON NAME
SYMBOL (NATIVE SPECIES) SIZE QUANTITY DETA!USHEET
$ BACCHARIS 'PIGEON POINT' 1 GAL 149 NL-6
COYOTE BUSH - PROSTRATE
(l) OPUNT!A PROLIFERA 1 GAL 24 NL-6
COAST PRICKLY PEAR
0 RHUS INTEGRIFOUA 1 GAL 90 NL-6
LEMONADEBERRY
0 COREOPSIS MAR!TIMA. 1 GAL 16 NL-6
SEA DAHLIA
NON INVASIVE SEED MIX
(HYDROSEEOED) - TO BE APPLIED AT ALL DISTURBED AREAS.
MIN%
BOTANICAL NAME COMMON NAME LBS/ACRE PURITY/GERM.
ARTEMlSIA CALIFORNICA
DIPLACUS AURANTIACUS
DUOLEYA CAESPITOSA
ENCELIA CALIFORNICA
ERIGERON GLAUCUS
ERIOGONUM FASCICULATUM
ERIOGONUM PARVtFOUUM
ERIOPHYLLUM STAECHADlFOUUM
ARTEMISIAEFOUUM
ISOCOMA MENZIESll
LOTUS SCOPARIUS
OENETHERA HOOKERI
PLANTAGO INSULARIS'
SALVIA APIANA
COASTAL SAGEBRUSH
STICKY MONKEY FLOWER
CALIFORNIA ENCELIA
COAST DUDLEYA
SEASIDE DAISY
CALIFORNIA BUCKWHEAT
CLIFF BUCKWHEAT
SEASIDE WOOU.Y SUNFLOWER
COASTAL GOLDENBUSH
DEERWEED
HOOKER'S EVENING PRIMROSE
WOOLLY PLANTAIN
WHITE SAGE
PROVIDE SEED RATE,
MIN% PURITY ANO
GERMINATION PER S&S SEED RECOMMENDATIONS
CONTRACTOR TO PROVIDE
S&S LETTER CONFIRMATION
TO ARCHITECT PRIOR TO
STARTING WORK
HYDROSEED WITH 4,000LBS ECO AEGIS BONDED FIBER MATRIX OR APPROVED EQUAL PER ACRE. • PLANTAGO IS PROVIDED FOR TEMPORARY EROSION CONTROL AND WILL NOT BECOME
A PART OF THE LONGTERM PLANT COMMUNITY
..,..,...,....,._ FIBER ROLL INSTALLED PER DETAIL BELOW. TO BE REMOVED AT CONCLUSION OF MAINTENANCE PERIOD, INCLUDING STAKES AND NETTING.
EROSION CON'll'IOL OURIHG CONSTRUCTION FOR TEMPORARY EROSION CONTROL REQUIREMENTS DURING CONSTRUCTION, SEE CIVIL EGINEERING PLANS :':Nf;ENC...;M::_Ni DETA L
•l,7.5
FIBER ROLLS
PLANTING SCHEDULE & NOTES:
1 SHAUB PLANTING SHALL OCCUR IN THE MONTHS OCTOBER THAU MARCH . HYDROSEEDING SHALL OCCUR AFTER SHRUB INSTALLATION
2. PLANTING SHALL BE TEMPORAALY IRRIGATED FOR A PERIOD OF UP TO THREE YEARS AT THAT TIME, IF PLANTINGS ARE NOT FULLY ESTABLISHED, THE IARlGATION PERIOD MAY
BE EXTENDED, IF APPROVED BY THE COASTAL COMMISSION EXECUTIVE DIRECTOR
THERE SHALL BE NO PERMANENT IRRIGATION FOR THE PROPOSED PLANTING 3 PLANTINGS SHALL BE MAINTAINED IN GOOD GROWING CONDITION THROUGHOUT THE . LIFE OF THE PROJECT AND WHENEVER NECESSARY SHALL BE REPLACED WITH NEW
PLANT MATERIALS TO ENSURE CONTINUED COMPLIANCE WITH THE APPROVED
PERMANENT EROSION CONTROL PLAN
LANDSCAPE ARCIITECTURE 990 SEACOAST DRIVE, STE 20
IMPERIAL BEACH. CA 91932
PHONE·. (619) 882-2499
E-MAIL: [email protected]
APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO R.C.E.: 37146 Exp: 6/30/24
DESCRIPTION: CITY OF SOLANA BEACH SURVEY CONTROL POINT
NO. 2012, NAMED ENC.43, 3.5" NATIONAL GEOOETIC SURVEY
DISC !N HEADWALL, 0.2 MILES NORTH OF SOLANA VISTA OR
ON EAST SlDE OF NORTHBOUND HIGHWAY 101, 3 FEET OFF
SHOULDER AND 6 FEET 'lll:ST Of CARDIFF BY THE SEA SIGN
~ 3-4.670 (NAVO 88)
LANDSCAPE PLANTING PLAN FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
SBGRSheet 5 of 7
PLANTING NOTES
1. PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL THE CONTRACTOR SHALL VERIFY THE 19. AVAILABILITY OF WATER TO THE SfTE.
2. PLANT QUANTITIES AND SQUARE FOOT AREAS SHOWN ON PLANT LIST ARE FOR CONVENIENCE ONLY AND LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN 20. PLANT COUNT AND AREA TAKE-OFFS.
3. ~~~WiFfcilf~~oVto~ PRECEDENCE OVER PLANT ouANTITIES SPECIFIED EXCEPT WHERE 21 N.C.N. INDICATES PLANT WITH NO COMMON NAME
5. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE WILL HAVE AN
IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING COMMON AND BOTANICAL 22 PLANT NAMES. 23
PLANTS SHALL BE PROTECTED AGAINST THEFT, HEAT, SUN, WIND, FROST AND PHYSICAL 24 DAMAGE DURING TRANSPORTATtoN TO THE SITE AND WHILE BEING HELO AT THE SITE. DO NOT STORE PLANTS IN TOTAL DARKNESS MORE THAN ONE DAY, 25 r6~~;wotHALL BE ACCLIMATED FOR THE CONDITIONS OF THEIR ULTIMATE USE AND 26 WILTED PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. 27,
PLANT ROOT BALL SHALL NOT BE DAMAGED DURING TRANSPORTATION OR PLANTING PROCESS.
10 LANDSCAPE CONTRACTOR SHALL REPAIR AND.OR REPLACE (IN SlZE, KIND, AND QUALITY), ANY PLANT MATERIAL EXISTING ON SITE WHICH IS DAMAGED DUE TO HIS NEGLIGENCE.
11. IMMEDIATELY UPON AWARD OF THE CONTRACT THE CONTRACTOR SHALL LOCATE ORDER
AND PURCHASE, OR HAVE HELD FOR HIM, ALL SPECIFIED PLANT MATERIAL EXCLUDING '
PRE-SELECTED PLANT MATERIAL
12 CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME IN LOCATING ANY PLANT MATERIAL AT THE NURSERY AS REQUESTED BY CONTRACTOR
13. CONTRACTOR MAY HIRE LANDSCAPE ARCHITECT TO APPROVE SPECIMEN PLANT MATERIAL AT THE NURSERIES PRIOR TO SHIPPING 14 FERTILIZER CONTAINING IRON SHALL BE KEPT OFF ALL HARDSCAPE. PROVIDE OWNER WITH
RECEIPTS FOR FERTILIZER TYPE AND QUANTITY USED
15 PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT DUE TO CONDITION, FOAM, OR DAMAGE BEFORE OR AFTER PLANTING 16 LANDSCAPE ARCHITECT SHALL APPROVE LANDSCAPE GRADING AND FINAL PLACEMENT OF ALL TREES, SHRUBS, ANO GROUND COVERS PRIOR TO PLANTING. 17 ALL ROCK ANO DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 4M+ ON SLOPES 3:1 AND STEEPER 18 SLOPE AREAS 6:1 OR STEEPER SHALL NOT HAVE IRRIGATION SYSTEMS OR PLANTING INSTALLED THEREON UNTIL ALL GULLIES OR RUTS IN EXCESS OF 2" INCHES DEEP HAVE BEEN FILLED IN WITH ADJACENT SOIL AND COMPACTED BY THE CONTRACTOR ORIGINAL FAC.E OF SLOPE
TU6EX SHRUB SHELTER"
INSTALLED
11:/'HEIGHT. PER MANUFACTURERS ~ . '
SPECS AND DETAILS/ , ..
REMOVE AT ONE YEAR MAX. .. · •
-\ / ..---:r:-c::=.~.:;;::,_
DRIP EMITTER PLACED OVER ROOT6ALL t· -" ON UP HILL SIDE OF SHRUB '
SHRUB--------------
:," HIGH l"iATER BASIN
FINISH GRADE
SCARIFY /ROUGHEN
SIDES OF PLANTING PIT
@ SLOPE PLANTING
28 SOIL PREPARATION AS SPECIFIED IS FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND ~~£'J~WJD?JG~MENDMENTS WILL BE BASED ON s0IL ANALYSIS (PROVIDED BY owNER), CONTRACTOR SHALL SUBMIT ALL AMENDMENT QUANTITY RECEIPTS TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL AT THE TIME OF AMENDING.
CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING. THAN ADJACENT SOIL
AND MULCH
CIRCULAR ROOT SYSTEMS OF CONTAINER STOCK SHALL BE SLASHED IN 4 TO 6 LOCATIONS ON THE SIDES AND THE ROOT BALL "BUTTERR.IED" PRIOR TO PLANTING ROOT BOUND PLANTS ARE UNACCEPTABLE.
INSTALL TREES AND SHRUBS PRIOR TO HYDROSEEDING
SHRUBS ARE TO BE FULL AND BUSHY TO THE GROUND
BID SHALL BE BASED ON KNOWN PLANT AVAILABILITY. SPECIFY QUANTITIES AND SIZES IN BID PLANT TABLETS SHALL BE PLACED IN PLANTING PITS WITHIN THE TOP Y OF FINISH GRADE_ PLANTS ONE GALLON, LINER SIZE AND LARGER SHALL BE PLANTED WITH 20-10-5 FERTILIZER b1~trNs, 21 GRAM, AT THE FOLLOWING RATES: 1/1 GALLON,1A...INER, 2/5 GALLON, 3/15
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL PLANTED AREAS, INCLUDING
HYDROSEEDED AREAS, IN A WEED AND DEBRIS FREE CONDITION THROUGHOUT THE MAINTENANCE PERIOD. ALL BERMUDA AND KIKUYUGRASS SHALL BE DUG OUT BY THE ROOTS, ANO REMOVED FROM THE SITE.
FERTILIZER TABS
,..t'r',4<;,4--- AMENDED BACKFILL MIX
PER SPECS.
PLACE ROOT6ALL ON
NATIVE SUBGRADE
LANDSCAPE ARCHITECT OF WORK CITY APPROVED CHANGES ' APP'DI DATE 1-ANDSCAPE HYD~OSEEDINCS, SPECIFICATIONS
A.
1. 2.
3. B
1. C
GENERAL REQUIREMENTS
VERIFICATION OF DIMENSIONS:
BEFORE PROCEEDING WITH ANY WORK. THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY
CHECK AND VERIFY ALL DIMENSIONS AND PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR ACTUAL SPECIFICATIONS
AND ACTUAL CONDITIONS, NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH
DISCREPANCIES OR OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT.
QUALITY OF WORK:
THE HYDROSEEDING WORK SHALL BE PERFORMED BY COMPETENTLY TRAINED INDIVIDUALS EMPLOYED BY A
CERTIFIED ECO AEGIS APPLICATING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS ANO PRACTICES
RELATED TO THE TRADE AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN CAPABLE OF INTERPRETING THE PLANS AND SPECIFICATIONS.
INSPECTION OF CONDITIONS:
THE CONTRACTOR SHALL EXAMINE RELATED WORK INCLUDING IRRIGATION AND GRADING SURFACES BEFORE
PROCEEDING WITH ANY WORK AND INFORM LANDSCAPE ARCHITECT IN WAITING ON CONDITIONS WHICH MAY PREVENT THE PROPER EXECUTION OF THIS WORK. FAILURE TO REPORT UNSUITABLE CONDITIONS TO THE
LANDSCAPE ARCHITECT WILL CONSTITUTE ACCEPTANCE OF PERFORMING ALL WORK CAUSED BY THE UNSUITABLE CONDITIONS AS PART OF ANY ADDITIONAL COST.
WEED ERADICATION PROCEDURES
SLOPE WILL HAVE BEEN RECONSTRUCTED. NO WEEDS SHOULD EXIST. HOWEVER, IF ANY WEEDS DO EXIST, CLEAR ALL WEEDS FROM THE SLOPE AND REMOVE FROM SITE, SOIL STABILIZATION AND HYDROSEED1NG
ALL MATERIALS SHALL BE STANDARD, APPROVED AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ANY COMMERCIAL PROCESS OR PACKAGED MATERIAL SHALL BE UNDISTURBED AND DELIVERED TO THE SITE IN THEIR ORIGINAL CONTAINERS, UNOPENED, BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS.
HYOROMULCHING APPLICATION AND PLANTING SCHEDULE:
APPLY AS RECOMMENDED BY THE MANUFACTURER OF ECO AEGIS BONDED FIBER MATRIX.
PREPARATION OF HYDAOSEEDING MIXTURE
A THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE
RATES OF APPLICATION AS PER SPECIFICATIONS
B SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT ONE•HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIXTURE (THE TANK SHALL BE AT LEAST 1/3 FILLED WITH WATER AT THIS TIME)
C THE ENGINE THROTTLE SHALL BE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2/3 TO 3/4
FULL AT THIS TIME THE SEED MIX SHALL ALSO BE ADDED AND NOT BEFORE THIS TIME
D SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL AND THE SLURRY IS MIXED
APPLICATION
THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE YELLOW COLOR OF THE CELLULOSE FIBER AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE IT IS IMPORTANT TO ENSURE THAT ALL OF THE COMPONENTS ENTER AND MIX WITH THE SOIL THE HYDROMULCH HAS A TENDENCY TO BUILD UP ON ITSELF. THEREFORE, IT IS IMPORTANT THAT THE CONTRACTOR EMPLOY ONLY QUALIFIED PERSONNEL TO ENSURE UNIFORMITY OF THE HYDROMULCH APPLICATION. HYOROMULCH CONTRACTOR SHALL BE CERTIFIED, SELECTED AND APPROVED BY THE LANDSCAPE ARCHITECT.
TIME LIMIT:
THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO HOURS DUE TO SEED DESTRUCTION. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN ONE HOUR IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE ONE HOUR AFTER MIXING. THE CONTRACTOR SHALL ADD 75¾ MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT
BEEN APPLIED EIGHT HOURS AFTER MIXING OR IT SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE
PROTECTION
SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING
SPRAYED ONTO ANY HARDSCAPE AREAS INCLUDING CONCRETE WALKS, FENCES, WALLS, BUILDINGS, ETC
ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE
HYDROSEEDING COMPONENTS AND ADDITIVES
A 400 LBS PER ACRE GAO-POWER, ORGANIC SOIL AMENDMENT. GRO·POWER IS AN ORGANIC FERTILIZER
CONTAINING THE FOLLOWING CHEMICAL FORMATION
"5·3-1 NPK RATING THIS MATERIAL IS A COMPOSTED ORGANIC PRODUCT WITH TRACE ELEMENTS~ B 4,000 LBS. PER ACRE BONDED FIBER MATRIX PER PLANS
C 300 LBS PEA ACRE 16-6·8 COMMERCIAL FERTILIZER
16·6-8 SHALL BE A COMMERCIAL GRADE PELLETED OR GRANULAR UNIFORM IN COMPOSITION. DAY, FREE·FLOWING AND LABELED WITH SPECIFIED NPK RATING OF 16·6·8 D 2.8 GAL PER ACRE IRON CHELATE OR 220 LBS PER ACRE FERROUS SULFATE E. SEED MIX:
SEE PLAN SHEETS FOR HYOROSEED MIXES.
7. SUBMITTAL$
SUBMIT RECEIPTS FOR ALL MULCHES, FERTILlZERS, BINDERS, SEEDS AND SEED IDENTIFICATION TAGS FROM ALL SEED BAGS FOR APPROVAL BY LANDSCAPE ARCHITECT. 8_ CONTRACT GROWING:
HAND PLANTED SPECIES SHALL BE CONTRACT GROWN OR OTHERWISE SECURED BY THE INSTALLING LANDSCAPE CONTRACTOR IN ADVANCE OF INSTALLATION TO ENSURE AVAILABILITY OF THE CORRECT SPECIES AND THEIR RESPECTIVE QUANTITIES. PRIOR ARRANGEMENTS SHALL BE MADE.
HYDROSEEDING EQUIPMENT.
A. THE ABOVE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN THE HYDROSEEDING MACHINE CONTAINING AT LEAST 2,000 GALLONS OF WATER TO ALLOW FOR A HOMOGENEOUS SLURRY WHICH IS THOROUGHLY MIXED AND CAN BE APPLIED EASILY WITHOUT CLOGGING. THE MACHINE TYPE MUST BE APPROVED BY THE LANDSCAPE ARCHITECT.
B. THE EOUJPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM AND OPERATING CAPACITY SUFFICIENT TO ~~g:irc 7.1uut~~~Zl~~E~i~~Nf~I~~SkJJ1~1~E~:~ii1~~r:6~~?v~~1~5s:al~tr ~~~f5~f o5BS.) OF
GALLONS OF WATER
C THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION
LINE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL PROVIDE A CONTINUOUS NON-FLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 2,000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT_
D EQUIPMENT USED IN THE HYDROSEEDING PROCESS WILL BE THOROUGHLY CLEANED OF ALL SEED AND OTHER MATERIALS USED IN ANY PREVIOUS HYDROSEEDING PROCESS, PRIOR TO HYOROSEEDING ANY
SLOPES ON THIS PROJECT
E. MAINTENANCE PROCEDURES
GENERAL CARE AND MAINTENANCE SHALL CONSlST OF THE PROPER WATERING, FERTILIZING AND CLEAN UP DURING THE GERMINATION AND ESTABLISHMENT PERIOD OF GROWTH. THE MAINTENANCE PERIOD SHALL BE AT LEAST THREE (3) CONTINUOUS MONTHS
GERMINATION STATE IRRIGATION;
APPROXIMATELY 24 HOURS AFTER HYDAOMULCHING THE PLANTING AREAS, THE WATERING SEQUENCE SHOULD BE INITIATED. THE WATER SHOULD BE LEFT ON LONG ENOUGH TO MOISTEN THE SOIL THOROUGHLY TO THE DEPTH OF THE SLURRY MULCH TAKING CARE NOT TO SUPER·SATURATE OR WASH AWAY THE SLURRY AND SEED. FREQUENT, LIGHT IRRIGATION MUST BE PERFORMED TO ESTABLISH SEEDLING GROWTH. THE CONTRACTOR WILL HAVE TO REPAIR ALL SEED WASHING OR EROSION AT HIS OWN EXPENSE. THE SLURRY
MULCH AND SEED MUST BE IRRIGATED FREQUENTLY TO MAINTAIN OPTIMUM MOISTURE CONTENT FOR MAXIMUM GERMINATION. THE IRRIGATION SYSTEM MUST BE OBSERVED AT ALL TIMES WHILE IN OPERATION THE IRRIGATION SEQUENCE MUST BE DETERMINED BY AIR TEMPERATURE, PREVAILING WIND VELOCITY, SOIL TEXTURE, ORIENTATION AND OTHER LOGISTIC:AL PROBLEMS. IT IS IMPERATIVE THAT THE SOIL BE KEPT MOIST AT ALL TIMES DURING THE GERMINATION PERIOD. THE LIGHT, FREQUENT IRRIGATION SEQUENCE SHOULD CONTINUE UNTIL THE SEEDLINGS HAVE GROWN BEYOND THE GERMINATION STATE. THE GERMINATION STAGE WILL RANGE FROM 45 TO 60 DAYS
ESTABLISHMENT STAGE IRRIGATION
THE IRRIGATION SEQUENCE {FREQUENCY) SHALL BE GRADUALLY REDUCED WHILE THE DURATION OF EACH WATERING CYCLE SHALL BE GRADUALLY INCREASED, A SPECIFIC WATERING PROGRAM SHALL BE DETERMINED BY THE CONTRACTOR, BUT SHOULD APPROXIMATE WATERING ONCE A DAY FOR 60 TO 90 DAY
PERIOD, DEPENDING ON SEASONAL WEATHER CONDITIONS
HARDENING OFF STAGE IRRIGATION
AT THE END OF THE 90·0AY MAINTENANCE PERIOD, THE WATERING FREQUENCY SHALL BE SLm-VLY REDUCED
TO APPROXIMATELY ONCE EVERY THREE DAYS DEPENDING ON THE SEASON, WHILE INCREASING THE DURATION OF THE WATERING SUFFICIENTLY TO ALLOW FOR MAXIMUM WATER PENETRATION FOR THE
EXPANDING ROOT SYSTEM, WHILE AT THE SAME TIME TAKING CARE NOT TO CAUSE EROSION THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING WATERING FREQUENCY AND DURATION TO PROMOTE
OPTIMUM GROWING CONDITIONS
FERTILIZATION
THE CONTRACTOR SHALL FERTILIZE ALL PLANTED AND HYOROSEEDED AREAS AT THE END OF THE 90-DAY
MAINTENANCE FOR BIDDING PURPOSES ASSUME THAT EACH FERTILIZER APPLICATION SHALL CONSIST OF AMMONIUM PHOSPHATE (16-20·20) OR APPROVED EQUAL, APPLIED AT THE RATE OF 300 LBS PEA ACRE AND IRON SULFATE AT 220 LBS. PER ACRE OR IRON CHELATE AT 2.8 LBS. PEA ACRE. THE ACTUAL FERTILIZER AND
RATE OF APPLICATION WILL BE DETERMINED THROUGH SOIL TESTING BY THE OWNER
WEEDING
ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH APPEARING IN THE PLANTING AREAS DURING THE MAINTENANCE PERIOD SHALL BE REMOVED AT 30-DAY INTERVALS
MINIMUM COVERAGE
FINAL ACCEPTANCE WILL BE AT THE ENO OF THE 90-DAY PERIOD ONCE 80% GERMINATION AND PLANT ESTABLISHMENT OVER THE ENTIRE HYDROMULCHED AREA HAS BEEN OBTAINED
FINAL APPROVAL AND ACCEPTANCE
FINAL APPROVAL AND ACCEPTANCE WILL BE GIVEN IN WAITING BY THE LANDSCAPE ARCHITECT FOLLOWING A
FINAL ACCEPTANCE INSPECTION THE LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE IF HE DETERMINES THE PROJECT WARRANTS FURTHER MAINTENANCE TO FULFILL THE 80%, COVERAGE THAT IS REQUIRED BY CONTRACT OR THE WEEDS HAVE NOT BEEN PROPERLY CONTROLLED ALL IRRIGATION SYSTEMS SHALL BE COMPLETE AND 100% OPERATIONAL
RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK LANDSCAPE ARCHITECTURE 990 SEACOAST DRIVE, STE 20
IMPERIAL BEACH, CA 91932 PHONE (619) 882-2499
E·MAIL. Smercers@sbcgk:lbal net
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWINGNO
I By George Mercer Date ~~I ::::::::::::::::::::::::::::::::::::::::::::::::::t::::::j::::~:r--------------1--------------1-----------------fi:LA~N~DJ!SS(C:iAOJP~E~PP!LA~N~T~IN~G~N~O~TEE~S=, D~E~1:tA~IL~S~A~NNio0.:HivYT:D;iiR:Co~S:EEEEDDji,:INJCG~S~PEiic;l~F~IC~A~J~IO;N~S~Fio;Ri::_r===-=-7 I r By _________ Date By _________ Date ___ SBGR
________ .::!!,_, __ ~ Name Georae Mercer Associates Inc ~=========================t===:t==j Mohammad Sammak, c,ty En,nm 325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075 - Drawn By IR LA 4o55 Exp 413P123 By _________ Date RC E. 37146 E,p 6/30/24 REPAIRS TO COASTAL BLUFF Sheet 6 of 7 L.ANDSCAPE: PL.ANTIN~ SPE:CIFICATIONS
NOTE, GENERAL AND SPECIAL CONDITIONS NOTED HEREIN ARE AN INTEGRAL PART OF THE LANDSCAPE
PLANS AND MUST BE CAREFULLY CONSIDERED IN CONNECTION THEREWITH
PURPOSE OF THE SPECIFICATIONS
IT IS THE INTENT OF THE SPECIFICATIONS THAT:
A. THE WORK OF CONSTRUCTING AND INSTAUING THE LANDSCAPING BE ACHIEVED IN AN EFFICIENT AND
SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS 8 THE FINISHED INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. ACCORDINGLY, THE REQUIREMENTS OF THESE SPECIFICATIONS ARE A PART OF THE LANDSCAPE CONTRACT.
SCOPE OF WORK·
A THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, PERMITS, APPLIANCES, TAXES AND All OTHER COSTS, FORESEEABLE AT THE
TIME OF CONTRACTING, NECESSARY AND APPROPRIATE FOR THE INSTALLATION OF THE LANDSCAPING
AS HEREIN SPECIFIED AND SHOWN ON THE ACCOMPANYING DRAWINGS
B NO DEVIATION FROM THESE SPECIFICATIONS, OR FROM THE AGREEMENT, OR FROM THE GENERAL
CONDITIONS IS AUTHORIZED AND NO SUCH DEVIATION SHALL BE MADE, UNLESS THE WRITTEN
AUTHORIZATION THEREFORE, SIGNED BY THE OWNER OR HIS DULY AUTHORIZED REPRESENTATIVE,
HAS BEEN OBTAINED IN ADVANCE
Ill GENERAL CONDITIONS·
A INTERPRETATION OF PLANS AND SPECIFICATIONS
1. THE LANDSCAPE ARCHITECT Will INTERPRET THE MEANING OF ANY PART OF THE PLANS AND SPECIFICATIONS ABOUT WHICH ANY MISUNDERSTANDING MAY ARISE, ANO HIS DECISION Will BE FINAL
SHOULD THERE APPEAR TO BE AN ERROR OR DISCREPANCY IN OR BETWEEN THE PLANS,
SPECIFICATIONS, AND PLANTING LISTS, THE CONTRACTOR SHALL REFER THE MATTER TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. SHOULD THE
CONTRACTOR PROCEED WITH THE WORK WITHOUT SO REFERRING THE MATTER, HE DOES SO ON HIS
RESPONSIBILITY
B QUALITY OF WORK
THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AT LEAST TWO DAYS PRIOR TO WORK
COMMENCEMENT, BY THE CONTRACTOR ANO PRIOR TO INSPECTION VISITS BY THE LANDSCAPE ARCHITECT. All WORK SHALL BE DONE IN A GOOD WORKMANLIKE MANNER IN ACCORDANCE WITH All
PLANS AND SPECIFICATIONS AND BEST CONSIDERED PRACTICE, SHALL MEET WITH THE APPROVAL OF
THE LANDSCAPE ARCHITECT AND OWNER, AND SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF LOCAL BUILDING CODES, LAWS, AND SPECIFICATIONS. ANY DEFECTIVE WORK Will BE REDONE AT
THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE LANDSCAPE ARCHITECT
C PERMITS
D
THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY AND All NECESSARY BUILDING PERMITS
FROM THE CITY OR OTHER GOVERNMENTAL AUTHORITIES
LICENSE REQUIREMENTS
THE CONTRACTOR SHALL CARRY NECESSARY CONTRACTOR'S CALIFORNIA STATE LICENSE OR CERTIFICATE FOR TYPE OF WORK LISTED, SUCH AS THE LANDSCAPE CONTRACTOR'S LICENSE NO. C*27 E INSURANCE COVERAGE:
THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION ANO LIABILITY INSURANCE TO
COVER HIS WORKMEN AND WORK TO FULLY PROTECT THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY IN THE COURSE OF THE WORK BY THE CONTRACTOR. AND Will
SHOW THE OWNER SUCH EVIDENCE OF ABOVE INDICATED INSURANCE COVERAGE PROPERTY, ETC., DAMAGE RESPONSIBILITY:
1 THE CONTRACTOR IS TO PROTECT AT All TIMES All EXISTING UTILITIES, STRUCTURES, TREES,
PLANTS, AND OTHER FEATURES INTENDED TO REMAIN ON AND ADJACENT TO THE JOB SITE, AND TO
REPAIR OR REPLACE ANY DAMAGED ITEM IN A NEAT AND GOOD WORKMANLIKE MANNER DURING AND DUE TO HIS WORK ON THE JOB; AND HE SHALL ASSUME All DAMAGE OR INJURY THAT MAY RESULT TO All SUCH PROPERTY AND/OR TO PERSONS WHERE SUCH DAMAGE OR INJURY IS CAUSED IN CONNECTION WITH HIS WORK, OR IS DUE TO HlS NEGLIGENCE OR TO HIS LEAVING OPEN OR
UNPROTECTED PORTIONS OF STREETS OR OTHER PROPERTY
2 SHOULD ANY PART OF THE WORK UNDER THIS CONTRACT BE DAMAGED BY OTHER CONTRACTORS, THE
CONTRACTOR ANO PARTY CAUSING SUCH DAMAGE SHALL MAKE ADJUSTMENTS BETWEEN
THEMSELVES, AND NOT WITH THE OWNER, RELATIVE TO THE REPAIRS OR RECONSTRUCTION AND
PAYMENT FOR SAME
G KNOWLEDGE OF SITE
IT IS ASSUMED THAT THE CONTRACTOR HAS VISITED THE SITE AND FAMILIARIZED HIMSELF AS TO THE SITE CONDITIONS; AND SHALL HAVE VERIFIED All DIMENSIONS, AS WELL AS ASCERTAINING THE MEANS
OF GETTING MATERIAL INTO THE SITE, AND ANY OTHER FACTORS AFFECTING THE WORK H SEGREGATION OF COSTS.
AT THE TIME OF EXECUTION OF THE CONTRACT, THE CONTRACTOR SHALL FURNISH TO THE OFFICE OF
THE OWNER, FOR PURPOSES OF ACCOUNTING AND SCHEDULING, A SEGREGATED COST SCHEDULE OR
BREAKDOWN OF THE CONTRACT PRICE, LISTING THE VARIOUS COMPONENTS IN THE PLANS, AS WELL AS UNIT PRICES OF EACH COMPONENT SPECIFIED, IN A FORM SATISFACTORY TO THE OWNER. THESE
SCHEDULES SHALL ALSO BE USED AS THE BASIS IN FORMULATING THE PROGRESS PAYMENTS TO BE
MADE TO THE CONTRACTOR, AND THESE COST BREAKDOWNS SHALL BE PART OF THE CONTRACT
EXTRAS OR CHANGES
ANY EXTRAS OR CHANGES FROM THE CONTRACT ON THE JOB SHALL HAVE THE PRIOR APPROVAL OF
THE LANDSCAPE ARCHITECT AND MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT AND OWNER
INCREASED COSTS
IF THE EXTRA OR CHANGE lS TO BE DONE AT AN INCREASED COST OVER AND ABOVE THE CONTRACT FEE, THE OWNER SHALL SK3N THE CONTRACTOR'S WRITTEN REQUEST FOR SUCH ADDITK)NAL FUNDS
FOR EXTRA WORK PRIOR TO ACTUALLY DOING THIS WORK
SITE CONDITION·
THE CONTRACTOR, IN THE COURSE OF HIS WORK, IS TO KEEP THE SITE IN A NEAT AND TIDY CONDITION
AS MUCH AS IS PRACTICAL SO AS NOT TO DISTURB THE NORMAL USAGE OF THE SURROUNDING AREAS
BY THE OWNER OR BY OTHERS
SITE CLEARANCE
UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL PROPERLY CLEAN AND TIDY SUCH WORK AND THE SURROUNDING AREAS USED BY HIM, AND REMOVE ANY OR All EXCESS MATERIALS, DIRT,
DEBRIS FROM THE SITE, OR TO DISPOSE OF SAME AS DIRECTED BY THE LANDSCAPE ARCHITECT
M OWNER'S MATERIALS
N
0 IV
DURING THE COURSE OF THE WORK, ANY MATERIALS, EQUIPMENT AND SERVICES MAY BE PROVIDED BY THE OWNER AND USED BY THE CONTRACTOR IN THE JOB: FOR SUCH MATERIALS, EQUIPMENT AND
SERVICES THE CONTRACTOR IS TO GIVE CREDIT TO THE OWNER AT THE STANDARD CURRENT RATE FOR SUCH ITEMS. SUCH CREDIT, IF ANY, WR..l APPEAR IN THE FINAL BILLING BY THE CONTRACTOR TO THE OWNER.
PLANS AND SPECIFICATIONS
All LANDSCAPING INCLUDING PLANTS, GROUND COVERS, SOIL ADDITIVES, AND OTHER
MISCELLANEOUS LANDSCAPE ITEMS SHALL BE PROVIDED AND INSTALLED IN STRICT ACCORDANCE
WITH PLANS AND SPECIFICATIONS PREPARED BY OWNER
CHANGES·
THE OWNER SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES IN THE LANDSCAPE DESIGN AND
INSTALLATION TO INSURE PRACTICALITY OF DESIGN AND FOR AESTHETIC REASONS, AT NO ADDITIONAL COST
SPECIAL CONDITIONS·
GRADING:
GRADE All AREAS BY FILLING AND/OR REMOVING SURPLUS SOIL AS NEEDED TO ENSURE PROPER
GRADES AND DRAINAGE AS INDICATED ON THE PLANS, UNLESS OTHERWISE NOTED, FINISH GRADES SHALL BE BELOW HARDSCAPE AS FOLLOWS· 2~ FOR GROUND COVER AREAS
8. MOISTURE CONTENT
THE SOIL SHALL NOT BE WORKED WHEN MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION Will OCCUR, NOR SHALL IT BE SO DRY THAT OUST Will OCCUR AND FORM IN THE AIR OR THAT CLODS Will NOT BREAK READILY. WATER SHALL BE APPLIED IF NECESSARY TO PROVIDE IDEAL
MOISTURE CONTENT FOR TILLING
C WEED REMOVAL
WEEDS, PLUS BERMUDA GRASS, ETC., SHALL BE DUG OUT FROM All PLANTING AREAS BY THEIR ROOTS WHEREVER POSSIBLE AND REMOVED FROM THE SITE. WHERE NECESSARY TO DISCOURAGE
REOCCURRENCE OF THIS MATERIAL, THE CONTRACTOR SHALL APPLY ONE OR MORE TREATMENTS OF
A SATISFACTORY CHEMICAL PEA MANUFACTURER'S DIRECTIONS IN REGARD TO CONCENTRATION, PLUS
ALLOWANCE OF AN AMPLE PERIOD OF TIME FOR EFFECTIVE PERFORMANCE PRIOR TO CULTIVATION
THE SITE SHALL BE MAINTAINED IN A WEED AND LITTER FREE CONDITION DURING THE MAINTENANCE PERIOD, WEEDS SHALL BE RE~.OVED AT FREQUENCIES ADEQUATE TO PREVENT THE MATURATION OF
WEED SEEDS
D PLANTS
INSPECTION.
PLANTS SHALL BE suruECT TO INSPECTION AND APPROVAL OR REJECTION BY LANDSCAPE ARCHITECT AT PLACE OF GROWTH AND.OR THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF
WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES REJECTED PLANTS SHALL BE
REMOVED FROM THE SITE IMMEDIATELY
CONDITIONS
PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS,
FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOT
SYSTEMS, WELL FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND
PROTECTION
PROTECT AND MAINTAIN All PLANTS FROM SUN, DROUGHT,
WIND, THEFT, RAIN AND HEAT AT All TIMES BEFORE AND
DURING PLANTING OPERATION
PLANTING REQUIREMENTS FOR TREES:
PLANT MATERIALS IN QUANTITIES AND SIZES SPECIFIED SHALL, AFTER GRADING OPERATIONS, BE
SPOTTED APPROXIMATELY AS SHOWN ON THE LANDSCAPE DRAWINGS AND ARE TO BE APPROVED BY
THE LANDSCAPE ARCHITECT BEFORE BEING REMOVED FROM CONTAINERS AND EXCAVATING SOIL FOR
PLANTING
All BACKFILL MATERIALS SHALL BE MIXED THOROUGHLY ON SITE BEFORE USING
LANDSCAPE ARCHITECT OF WORK CITY APPROVED CHANGES I APP'D DATE RECOMMENDED FOR APPROVAL
G SOIL PREPARATION
(USE FOR BID PURPOSES ONLY. ACTUAL QUANITITES SHALL BE BASED UPON A SOILS ANALYSIS, TO BE
OBTAINED BY CONTRACTOR AFTER GRADING, SUBMIT A COPY TO LANDSCAPE ARCHITECT FOR
APPROVAL BEFORE ORDERING AMENDMENTS)
BACKFILL FOR All SHRUBS AND TREES SHALL CONSIST OF THE FOLLOWING MATERIALS PER 10 CUBIC YARDS:
a. ON SITE SOIL·
b NITROGEN STABILIZED SAWDUST:
c. IRON SULFATE
d. GYPSUM
8 CUBIC YARDS
2 CUBIC YARDS
20LBS
20 LBS.
AMENDED BACKFILL TO BE PLACED IN THE UPPER 12" OF BACKFILL ONLY. SOIL BACKFILL BELOW THIS DEPTH SHALL NOT CONTAIN ANY ORGANIC MATTER.
SUBMIT All RECEIPTS AND RETAIN All EMPTY BAGS FOR ALL AMENDMENTS FOR APPROVAL BY
LANDSCAPE ARCHITECT
H. PLANTING
SEE DETAIL "A" SHEET l·S FOR PLANTING DETAIL
PLANT CROWN TO BE SUGHTLY HIGHER THAN ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT
PRUNE PLANTS AS DIRECTED BY LANDSCAPE ARCHITECT
3, All PLANTS SHALL BE WATERED IMMEDIATELY, BEFORE BACKFILLING PLANTING PITS.
All AREAS RECEIVING PLANTS SHALL BE MOIST TO A DEPTH OF s~ AT TIME OF PLANTING USE AGRIFORM 20·10·5, 21 GRAM TABLETS PER MANUFACTURER'S SPECIFICATIONS, WITH All SHRUBS AND TREES. 1 PER LINER OR 1 GALLON, 2 PER 5 GALLON, 3 PER 15 GALLON & 4 PEA FOOT OF BOX WIDTH
PLANT All TREES AND SHRUBS 5' MINIMUM FROM HUNTER IRRK3ATION HEADS (SLOPES ONLY) SCARIFY THE SIDES OF EACH ROOT BALL PRIOR TO PLANTING IF CIRCULAR ROOT GROWTH IS EVIDENT.
8. PLANT QUANTITIES ON THE PLANT LIST ARE FOR THE CONTRACTOR'S CONVENIENCE AND NOT
GUARANTEED TO BE ACCURATE
PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED All WORK SHALL BE AS DIRECTED BY LANDSCAPE ARCHITECT WHO SHALL BE APPOINTED PRIOR TO
THE COMMENCEMENT OF THE WORK
RECEIPTS:
CONTRACTOR SHALL SUBMIT All MATERIAL RECEIPTS TO LANDSCAPE ARCHITECT.
K MAINTENANCE·
1. THE MAINTENANCE PERIOD SHALL NOT BEGIN UNTIL ENTIRE INSTALLATION IS ACCEPTED BY THE OWNER
THE MAINTENANCE PERIOD SHALL BE FOR THE FOLLOWING DURATION·. 90 DAYS
ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE FOLLOWING DURATIONS BEGINNING AT
THE FIRST DAY OF THE MAINTENANCE PERIOD
a SHRUBS 5 GALLON AND SMALLER
HYDROSEED:
90 DAYS
90 DAYS
All DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED
AT TWO WEEK INTERVALS
APPROVED FOR CONSTRUCTION BENCH MARK
By: George Mercer
Date: ~~1-=========================t===~==~• By. _________ Date ___ By ----cc:----c-cc---c--cDate Name· George Mercer Associates, Inc Mohammad Sammak, City Engineer R.LA 4055 Exp· 4/30/23 By Date. ___ R.C.E.: 37146 Exp: 6/30/24 LANDSCAPE ARCHITECTURE 990 SEACOAST DRIVE, STE 20 IMPERIAL BEACH, CA 91932 PHONE: (619) 882-2499
E-MAIL: [email protected]
CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO
LANDSCAPE PLANTING SPECIFICATIONS FOR:
325-327 PACIFIC AVENUE, SOLANA BEACH, CA 92075
REPAIRS TO COASTAL BLUFF
SBGRSheet 7 of 7
CITY OF SOLANA BEACH
R CEIV D
MAR 2 5 2022
635 SOUTH HIGHWAY 101 • SOLANA BEACH • CALIFORNIA 92075 • 858 720-2400 • F
PROJECT EXTENSION APPLICATION
(Extension applying for: Conditional Use x Variance , Minor Exception , Development Review Permit x, Director's Use Permit , Structure Development Permit ) ✓ one or more that apply)
A. APPLICANT INFORMATION:
1. Project Address: 325 and 327 Pacific Avenue, Solana Beach, CA 92075
2. Applicant's Name: Laughlin, Peter (325 Pacific) and Greenberg, Renita (327 Pacific (Last, First & Middle Initial or Company Name)
3. Applicant's Address: See Above Project Addresses
(Street, City, State & ZIP Code)
4. Applicant's Telephone: Laughlin: 831.236.8662 Fax: ____________ _ Greenberg: 858.336.2910
5. Applicant's Email Address: Laughlin: [email protected] Greenberg: [email protected]
B. PLEASE COMPLETE THE FOLLOWING:
Cell Phone: --------
entOep·
ach
1. Provide a detailed factual description and explanation of the reasons why a building permit was not issued prior to the expiration of the original approval or preceding extension and the specific reason(s) the extension is necessary; the applicant's request for a specific time period for the extension.
The project was significantly delayed by Coastal staff and received final approval in December 2021.
Commission staff just provide the formal Notice of Intent to Issue Permit in March, 2022. We anticipate that completion of all Special Conditions of the Coastal Permit to be completed by the Fall, 2022.
Dependent on the Permittee's contractor's schedule, the best tidal conditions and the prohibition against working on the beach between Memorial Day and Labor Day. we would envision a project start In late 2022 / early 2023 or in the Fall of 2023. Therefore. while we recognize that City Code limits project extensions to a maximum of 12 months. we would request a minimum 18 month extension if an allowance for such a request is possible.
2. A detailed description of the actions that will be taken during the specific requested extension period that justify the requested time period of the extension and that will result in the timely issuance of a building permit for the project before the extension expires.
As noted in response to Item #1, the apP-licants must comP-lete all CitY. and Coastal Commission conditions of P-roject apQroval. Havingjust received the Commission's formal Notice of Intent to Issue Coastal Permit in March, 2022. and having extensive exP-erience in the time reguired to comP-lete Coastal Conditions to Coastal staff's satisfaction, we anticiP-ate having these conditions fullv. com1,2leted within the next 4-6 months. However. determining the exact date of a construction start is based on satjsfylng the conditions and then working during the best times of the v.ear for longer low tide periods.
The start of this P-[Qject, which should take UP- to 6 months to com1,2lete, is also based on the contractor's schedule and the limitations P-laced on work occurring during summer months (between Memorial Dav. and Labor Day_.
3. A detailed timeline for the actions that will be taken during the requested extension period.
As noted in our res1,2onse to Items #2, comP-letion of all Special Conditions of aimroval should occur Within 4-6 months. Actual start of construction, however, is de12endent on the additional factors Addressed in our response to Item #2.
(Please attach any additional relevant information supporting the extension) IQ
17. 72.110 Lapse of aP-proval and extensions.
A. Lapse of Approvals. Unless otherwise specified in this title, approvals for development review permits, structure development permits, conditional use permits, variances, and minor exceptions shall lapse (i.e., expire) and become void 24 months after the date of the approval, unless a different expiration date is specifically established as a condition of the approval or unless the following action occurs:
1. A building permit is issued in accordance with the approval.
B. Extensions. An extension may be issued prior to the lapse (i.e., expiration) of any approval described in subsection A of this section. There is not an absolute right to receive an extension. Approvals originally granted by the director of community development (the "director") may be extended by the director. Approvals granted by the view assessment committee may only be extended by the city council. Approvals by the city council may only be extended by the city council.
1. One or more (but not more than a total of four) extensions may be granted not exceeding a cumulative total of 24 months after the date the original
2. A detailed description of the actions that will be taken during the specific requested extension period that justify the requested time period of the extension and that will result in the timely issuance of a building permit for the project before the extension expires.
As noted in response to Item #1, the applicants must complete all City and Coastal Commission conditions of project approval. Having just received the Commission's formal Notice of Intent to Issue Coastal Permit in March, 2022, and having extensive experience in the time required to complete Coastal Conditions to Coastal staff's satisfaction, we anticipate having these conditions fully completed within the next 4-6 months. However, determining the exact date of a construction start is based on satisfying the conditions and then working during the best times of the year for longer low tide periods.
The start of this project, which should take up to 6 months to complete, is also based on the contractor's schedule and the limitations placed on work occurring during summer months (between Memorial Day and Labor Day.
3. A detailed timeline for the actions that will be taken during the requested extension period.
As noted in our response to Items #2, completion of all Special Conditions of approval should occur Within 4-6 months. Actual start of construction, however, is dependent on the additional factors Addressed in our response to Item #2.
(Please attach any additional relevant information supporting the extension) Applicant Signature:---'-"~:::..,;;.-===,===--=------- '""=------- CITY COUNCIL ACTION:
______________________________________________________________________ ______________________________________________________________________ AGENDA ITEM # C.1.
STAFF REPORT
CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: May 11, 2022
ORIGINATING DEPT: Engineering Department
SUBJECT: Project Update to the City Council on the Santa Helena Neighborhood Trail Project
BACKGROUND:
The Santa Helena Neighborhood Trail Project has been in the City’s Work Plan for several years. After City Council’s initial direction, Staff engaged the professional services of MW Peltz + Associates to assist Engineering Staff to develop design plans. Shortly thereafter, Staff, with the involvement of a few representatives from local HOAs as well as representatives of BikeWalkSolana, formed a focus group and developed preliminary conceptual plans. In March 2020, the conceptual plans were presented to the City Council for additional refinement and direction. As directed by the City Council, Staff held a Citywide virtual community workshop on October 21, 2021 to obtain additional feedback.
This item is before the City Council to present an update on the Santa Helena Neighborhood Trail Project (Project) and to receive additional comment and direction.
DISCUSSION:
Santa Helena from Sun Valley Road to the San Elijo Lagoon is a two-lane road (one lane per direction) within a very wide striped median and right of way. The proposed Project would reduce the roadway width, originally designed for four lanes, and convert the right of way not included as part of the roadway into a neighborhood trail. The proposed Project would accommodate two lanes of vehicular traffic (one lane per direction) and bike lanes in both directions. The proposed Project includes construction of new curb and gutter along one side, ADA compatible pedestrian ramps, median curbs, storm drains, pavement overlays, traffic markings and signs. The geometric design of the road would create a more user-friendly environment for all modes of travel with emphasis to pedestrians and bicyclists. The intersection of Santa Helena and Santa Victoria has been designed to introduce curb extensions at all four corners. This design will have a traffic May 11, 2022
Santa Helena Neighborhood Trail Update
calming effect. It would also make the path of pedestrian travel significantly shorter through every leg of the intersection.
The neighborhood trail would include a 10-foot-wide meandering walking trail to accommodate pedestrians from Sun Valley to the San Elijo Lagoon. Drought tolerant landscaping and several rest areas equipped with benches, pedestrian lighting, decorative boulders, and other site furnishing are included. The irrigation system will utilize recycled water, which is available at the intersection of Santa Helena and Sun Valley.
The final design is in development by City Staff and MW Peltz. Staff is seeking Council’s recommendations and directions on the certain design elements of the Project including landscaping materials. Staff anticipate completion of the design in fall 2022. Once the design and construction plans are complete, the City will pursue grant funding opportunities for construction.
CEQA COMPLIANCE STATEMENT:
The Project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301(c) of the State CEQA Guidelines.
FISCAL IMPACT:
The Fiscal Year (FY) 2021/22 CIP budget includes $70,000 in TransNet funding for final design. Cost of construction of the Project is estimated to be $2,600,000. Construction funding is not identified at this time.
WORK PLAN:
This Project is listed in the FY 2021/22 Work Plan under the Community Character Priorities.
OPTIONS:
• Receive report.
• Provide additional direction.
DEPARTMENT RECOMMENDATION:
Staff recommends that the City Council receive this report and provide input and direction on the Santa Helena Neighborhood Trail Project.
May 11, 2022
Santa Helena Neighborhood Trail Update
CITY MANAGER’S RECOMMENDATION:
Approve Department Recommendation.
_________________________
Gregory Wade, City Manager
SOLANA BEACH FIRE DEPARTMENT SANTA FE IRRIGATION DISTRICT By: __________ _ By: __________ _
Fire Chief Dote: District Engineer Dote: __ _
Pl Als.lT c,ru1=n1 I I=
TREES CODE BOTANICAL NAME
® CER OCC Cercis occidentalis
0 PINT02 Pinus torreyana
0 OUEAGA Quercus agrifolia
SHRUBS CODE BOTANICAL NAME
C AGAATT Agave attenuata
◊ AGABLF Agave x 'BIW:! Flame'
0 ALOSTA Aloestriata
6 ALOLGO Aloex 'LE03151A'
EIB ARC HOO Arctostaphylos hookeri
(g BULHAL Bu!blne frutescens 'Hallmark'
@ FES MAJ Festuca mairei
0 GAL BOC Galvezia speciosa 'Boca Rosa'
0 HET ARB Heteromeles arbutifolia
0 LEOUO Leonotis leonurus
® M1MAUR Mimu1us aurantl!l.cus
0 MUHRIG Muhlenbergia rigens
@ RHU!NT Rhus integrifo!ia
® ROS BAJ Rosa minutifolia
(SJ) VER UL Verbena macina 'De !a Mina'
(IT) WESGRB Westringia fruticosa WES04' TM
SHRUB AREAS CODE BOTANICAL NAME
............. ASCTUB Asc!epias tuberosa
I • • . .
MONLIN Monarde!!a !inoides viminea
GROUND COVERS CODE BOTANICAL NAME
ARCECP Arctostaphy!os x 'Emerald Carpet'
I SEN MDL Senecio mandraliscae
.
COMMON NAME SIZE CONTAINER
Weslem Redbud 24" Box
Torrey Pine 24" Box
Coast Live Oak 24" Box
COMMON NAME SIZE CONTAINER
Foxtail Agave 5 gal. Pot
Blue Flame Agave 1 gal. Pot
Cora! Aloe 1 gal. Pot
Moong!ow Aloe i gal. Pot
Hooker's Manzanita 1 gat Pot
Hallmark Stalked Bulbine 1 gal. Pot
Atlas Fescue 1 gal. Pot
Boca Rosa Island Snapdragon Sga1 Pot
Toyon
Lion's Tai!
Sticky Monkeyftower
Door Grass
lemonade Beny
Baja Rose
De la Mina Lilac Verbena
Grey Box Coast Rosemary
COMMON NAME
Butterfly Milkweed
San Diego Willowy Mint
COMMON NAME
Emerald Carpet Manzanita
Blue Fingers
NORTH
5 gal. Pot
Sga!. Pot
1 gal. Pot
1 gal. Pot
5gal Pot
1 gaL Pot
1 gat Pot
1 gal Pot
SIZE CONTAINER
1 gal Pot
1 gal. Pot
SIZE CONTAINER
1 gaL Pot
1 gal Pot
0 10 20
SCALE: 1"=20'
WUCOLSIV
L
L
L
WUCOLSIV
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
WUCOLSlV
L
L
WUCOLSIV
L
L
40 60
QTY DETAIL
61 29
15 QTY DETAJL
76 102
44 1
1 188
1 1
36 1
1 1
18 1
1 1
SPACING QTY DETA!L
12uo.c. 34
18"0.C 13
SPACING QTY DETAJL
36"0.C, 55
24uo.c, 718
AS-BUILT
REMARKS
REMARKS
REMARKS
REMARKS
r.lWJ
mm
MW PELTZ.,. ASSOCIATES
LANOSCAPE ARCHfTI:CTURE
SOLA!lA!l£ACH,CAUFOON!A
B!>IL4Sl.OS68 I RLA2010
Sy· Date: __ _
R.C.E.: ______ Exp: __ _
LANDSCAPE ARCHITECT OF WORK CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION:
Sy: M!CYAEL PELTZ Date: 3/23/2-, ~=========================+===~===~ By: _________ Date: ___ By: -,-M-ohc-a_m_m_o--cdc-=-So_m_m_a-:-k-, ""C"°it:~t:~-ln-,,-,-- LOCATION· X Sy: Dolec___ R.C.E.: 37146 Exp: 6/30/22 EL'Vc X
OF SOLANA BEA.CH
DATUM: M.S.L
LANDSCAPE PLANS FDR•
SAi\JT A HEL f\J TRAIL
SBGRSheet of XX
ATTAl'IUII\IIICM"II" 4
~ Iw
w
I
Cf)
w
w
Cf)
UJ
z
:::;
I
0 I-
< :a
SOLANA BEACH FIRE DEPARTMENT
By: __________ _
Fire Chief Dote:
Pl "'-.IT c.ru1=n11 i=
TREES
®
0 0 SHRUBS
0 ◊
0 G
EID
@
@
0 0
0 ® X
X
I- ® w
w
I
Cf) @ w
w
Cf)
UJ ® z
:::;
I <Si) 0
~ :a @
SHRUB AREAS
l:•2·:t\J~;
; ;< . :
. ..
GROUND COVERS
" .. ..
1. /.
I:.:· l<<'•••/~t•tJ• .•. · .• ...
SANTA FE IRRIGATION DISTRICT LANDSCAPE ARCHITECT OF WORK CITY APPROVED CHANGES App'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION DESCRIPTION;
---1:if:.LQ.u__ By: MICHAEL PELTZ
By:,,----,;;-------- Drown By Dote:~ ~=========================t===~===~ By: _________ Dote: ___ By: -,-M,-oh:-a_m_m_a""'.d:-S:--o-m_m_a--;-k-, --;:C:,-ityD~~~-ln-ee-,-- LOCATION: X District Engineer Dote: __ _ f-------------+-+--l Sy, Dote:___ R.C.E.: 37146 Exp: 6/30/22 ELEV.: X
CODE BOTANICAL NAME
CEROCC Cercis occidentalis
P!NT02 Pinus torreyana
OUEAGA Ouercus agrifofia
CODE BOTANICAL NAME
AGAATT Agave attenuata
AGABLF k,Jave x 'Blue Flame'
ALOSTA Aloestriata
ALO LGO A!oex 'LEO3151A'
ARC HOO Arctostaphylos hookeri
BULHAL Bulbine frutescens 'Hallmark'
FESMAJ Festucamairei
GAL BOC Galvez.ia speciosa 'Boca Rosa'
HET ARB Heteromeles arbutifoHa
LEOUO Leonotis leonurus
M!MAUR Mimulus aurantiacus
MUHRIG Muhlenbergia rigens
RHUJNT Rhus integrifo!ia
ROS BAJ Rosa minutrfo!ia
VER UL Verbena liladna 'De la Mina'
WESGRB Westringia fruticosa WES04' TM
CODE BOTANICAL NAME
ASCTUB Asclepias tuberosa
MON UN Monardella Hnokies viminea
CODE BOT ANlCAL NAME
ARC ECP Arctostaphylos x 'Emerald Carpet'
SEN MDL Senecio mandraliscae
COMMON NAME SIZE CONTAINER
Western Redbud 24" Box
Torrey Pine 24" Box
Coast Live Oak 24" Box
COMMON NAME SIZE CONTAINER
Foxtail Agave Sgal. Pot
Blue Flame Agave 1 gal. Pot
Coral Aloe 1 gaL Pot
Moonglow Aloe 1 gal. Pot
Hooker's Manzanita 1 gal. Pot
Hallmark Stalked Bulbine 1 gal. Pot
Atlas Fescue 1 gal. Pot
Boca Rosa ls!and Snapdragon Sgal. Pot
Toyon
Lion's Tail
Sticky Monkeyflower
Deer Grass
Lemonade Berry
Baja Rose
De la Mina Lilac Verbena
Grey Box Coast Rosemary
COMMON NAME
Butterfly Milkweed
San Diego Willowy Mint
COMMON NAME
Emerald Carpet Manzanita
Blue Fingers
NORTH
SgaL Pot
5 gal. Pot
1 gal. Pot
1 gaL Pot
Sgal Pot
1 gal Pot
1 gal. Pot
1 gal. Pot
SIZE CONTAINER
1 gaL Pot
1 gal. Pot
SIZE CONTAINER
1 gal. Pot
1 gal. Pot
0 10 20
SCALE: 1"=20'
WUCOLSIV
L
L
L
WUCOLSIV
L
L
L
l
L
l
L
L
l
L
L
l
l
l
l
l
WUCOLSlV
L
L
WUCOLSIV
l
L
40 60
QTY DETAIL
61 29
15 QTY DET/>JL
76 102
44 1
1 188
1 1
36 1
1 1
18 1
1 1
SPACING QTY DET/>Jl
12Mo.c. 34
18"o.c. 13
SPACING OTY DETAIL
36"0.C, 55
24~ o.c. 718
AS-BUILT
REMARKS
REMARKS
REMARKS
REMARKS
1111
1111
MW PELTZ+ ASSOCIATES
LANDSCAPE ARCHITECTURE SotAUA t!EACH, CAUFORtlfA
858.-481.0888 I Rt.A 2010
By· Dote: __ _
R.C.E._· ______ Exp: __ _
BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
CITY OF SOLANA BEACH
DATUM: M.S.L
LANDSCAPE PLANS FOR,
SMH A HELEf\JA TR A.IL SBGRSheet of XX
I xi ~A
w
w
I
(/)
w
w
(/)
w
z
::::;
I
(.)
~ ::;;;
SOLANA BEACH FIRE DEPARTMENT
By: __________ _
Fire Chief Dote:
Pl 11>-IT c,,ui::n1 I != TREES CODE BOTANICAL NAME
® CEROCC Cerc!S occidenta!is
0 P!NT02 Pinus torreyana
0 QUEAGR Quercus agrifolia
SHRUBS CODE BOTANICAL NAME
0 AGAATT Agave attenuata
◊ AGABLF Agave x 'Blue Flame'
0 ALOSTA Aloestriata
a ALOLGQ Aloex 'LE03151A'
ElB ARC HOO Arctostaphylos hookeri
@ SUL HAL Bu!bine frutescens 'Hallmark'
@ FES M/>J Festucamairei
0 GAL BOC Galvezla speciosa 'Boca Rosa'
© HET ARB Heteromeles arbutifolia
0 LEOUO Loonolis Jeonurus
® M!MAUR Mimulus aurantiacus
X
X
I- 0 MUHR!G Muh!enbergia rigens
w
w
I
(/) @ RHU INT Rhus integrifolia
w
w
(/)
w
@ ROS BAJ Rosa minutifo!ia
z
::::;
I <Si) VER UL Verbena Jilacina 'De la Mina'
(.)
~ ::;;; CID WESGRB Westringia fruticosa WES04' TM
SHRUB AREAS CODE BOT AN!CAL NAME
'
ASCTU8 Asclepias tuberose · ... ··.
MON UN Monarde!!a !inoides viminea
GROUND COVERS CODE BOTANICAL NAME
ARC ECP Arctostaphylos x 'Emorald Carpet'
SEN MDL Senecio mandra!iscae
,'
SANTA HELENA
COMMON NAME SIZE CONTAINER
Western Redbud 24" Box
Torrey Pine 24" Box
Coast Uve Oak 24" Box
COMMON NAME SIZE CONTAINER
Foxtail Agave 5ga!. Pot
Blue Flame Agave 1 gal. Pot
Coral Aloe 1 gal. Pot
Moong!ow Aloe 1 gal. Pot
Hooker's Manzanita 1 gaL Pot
Hallmark Stalked Bulbine 1 gaL Pot
Atlas Fescue 1 gat Pot
Boca Rosa Island Snapdragon 5 gal. Pot
Toyon
Lion's Tai!
Sticky Monkeyf!ower
Deer Grass
Lemonade Berry
Baja Rose
De la Mina Lilac Verbena
Grey Box Coast Rosemary
COMMON NAME
Butterfly Milkweed
San Diego Willowy Mint
COMMON NAME
Emora!d Carpet Manzanita
Blue Fingers
NORTH
Sgal. Pol
Sgal. Pot
1 gaL Pot
1 gal Pot
5 gaL Pot
1 gal. Pot
1 gaL Pot
1 gaL Pot
SIZE CONTAINER
1 gal. Pot
1 gal. Pot
S!ZE CONTAINER
1 gaL Pot
1 gal Pot
0 10 20
SCALE: 1"=20'
WUCOLS!V
L
L
L
WUCOLS!V
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
WUCOLSIV
L
L
WUCOLSlV
L
L
40 60
QTY DETAIL
61 29
15 QTY DET/>JL
76 102
44 1
1 188
1 1
36 1
1 ,
18 1
1 1
SPACING QTY DETAIL
12~0.c. 34
18"oc 13
SPACING QTY DETAIL
36"0.C 55
24"0.C 718
AS-BUILT
REMARKS
REMARKS
REMAHKS
REMARKS
mm
mm
MW PELTZ 4 ASSOCIATES LANDSCAPE AJtCHITECTlB.E
Sot.AW, &ACH. CAtlfORN!A 558.4!11.00!IS I Rt.A 2010
By· Dote: __ _
R.C.E..: _______ Exp: __ _
SANTA FE IRRIGATION DISTRICT LANDSCAPE ARCHITECT OF WORK CITY APPROVED CHANGES ApP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION:
HP /Ohl By: MICHAEL PEL !Z Sy: ___ ,-_______ Drawn By
District Engineer Dote:
Dote:~ ~=========================t===~===~ By: _________ Dote;___ By: -:-M:--o,-ho_m_m_a_d:-::-So_m_m_o--:k-, --=cc:-a:~:~-,n-ee-,-- LOCATION x f------------+-+--1 sy: Dote:___ R.C.L 37146 Exp: 6/30/22 ELEV.: X OF SOLANA 8EAC~
DATIJM: M.S,L
LANDSCAPE PLANS FOR,
SAf\JT A HELEN TR IL SBGRSheet of XX
SOLANA BEACH FIRE DEPARTMENT
By: __________ _
Fire Chief Dote:
~ fw
L---:::::::::::::=::::::::"T~ w
w
Cf)
UJ
z
::;
:r:
i
Pl ,\l..JT c,,tJl=nl I I=
TREES CODE BOTANICAL NAME
® CER OCC Cercis occidentalis
0 PINT02 Pinus torreyana
0 QUEAGR Quercus agrifoHa
SHRUBS CODE SDTAN!CAL NAME
0 AGAATT Agave attenuata
◊ AGABLF Agave x 'Blue Flame'
0 ALOSTA Aloestriata
a ALOLGO Aloex'LE03151A'
EID ARC HOO Arctostaphy!os hookeri
@ BULHAL Bulbine frutescens 'Hallmark'
@ FESMAJ Festuca mairel
0 GAL BOC Gatvezia speciosa 'Boca Rosa'
0 HET ARB Heteromeles arbutifo!ia
0 LEOUO Leonotis !eonurus
<ti> MIMAUA Mimu!us aurantiacus
0 MUHRIG Muhlenbergia rtgens
@ RHU !NT Rhus integrifolia
® ROS BAJ Rosa minutifotia
<s!) VER UL Verbena !ilacina 'De la Mina'
(ID WESGRB Westringia fruticosa WES04' TM
SHRUB AREAS CODE BOTANICAL NAME
I ~/}/{ ASCTUB Asclepias tuberose
I · ... :
·.• ,. MONLIN MonardeUa linoides viminea
'.,
GROUND COVERS CODE BOTANICAL NAf..1E
/ ARC ECP Arctostaphylos x 'Emerald Carpet'
H}··t\?.:/ SEN MDL Senedo mandratiscae
COMMON NAME SIZE CONTAINER
Western Redbud 24' Box
Torrey Pine 24' Box
Coast Live Oak 24" Box
COMMON NAME SIZE CONTAINER
Foxtail Agave Sgal. Pot
Blue Flame Agave 1 gal. Pot
Coral Aloe 1 gal. Pot
Moonglow Aloe 1 gaL Pol
Hooker's Manzanita 1 gal. Pot
Hallmark Stalked Butbine 1 ga!. Pot
Atlas Fescue 1 gaL Pot
Boca Rosa Js!and Snapdragon Sgal. Pot
Toyon
Lion's Tall
Sticky Monkeyflower
Deer Grass
Lemonade Berry
Baja Rose
De la Mina Lilac Verbena
Grey Box Coast Rosematy
COMMON NAME
Butterfly Milkweed
San Diego Willowy Mint
COMMON NAME
Emerald Carpet Manzanita
Blue Fingers
NORTH
Sgal. Pot
5gaL Pot
1 gal. Pol
1 gal. Pol
5 gaL Pot
1 gal Pot
1 gaL Pot
1 gal. Pot
SIZE CONTAINER
1 gal. Pot
1 gal. Pot
SIZE CONTAINER
1 gal. Pol
1 gal Pot
0 10 20
SCALE: 1 "=20'
WUCOLS IV
L
L
L
WUCOLSIV
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
WUCOLSIV
L
L
WUCOLS!V
L
L
40 60
Q,Y DETAIL
61 29
15 Q,Y DETAJL
76 102
44 1
1 188
1 1
36 1
1 1
18 1
1 1
SPACING Q,Y OETAJL
i2~o.c. 34
1a~o.c. 13
SPACING Q,Y DETAJL
36"0.C. 55
24~ o.c. 716
AS-BUILT
REMARKS
REMARKS
REMARKS
REMARKS
1111
11m
MW PELTZ..,- ASSOCIATES
LANDSCAPE ARCHITECTURE 50lAtlA6EACH. CAL!FOllH!A
858.481.0888 / RLA2010
By: Date: __ _
R.C.E._· ______ Exp: __ _
SANTA FE IRRIGATION DISTRICT LANDSCAPE ARCHITECT OF WORK Cl1Y APPROVED CHANGES AWO DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION:
-1:i£:LQ!:L_ By: MICHAEL PELTZ
By: ___ :-------- Drawn By
District Engineer Date: __ _
Date: 3 /23 /22 ~=========================t===~===l By: _________ Dote:___ By: -M-o-ho_m_m_a_d,..,,.So_m_m_o'"'k-, '"'c,c-ityo~~~-,n-ee-,-- LOCATION: x By: Dote:___ R.C.E.: 37146 Exp: 6/30/22 ELEV.: X
CITY OF SOLANA BEACH
DATUM: M.S.L
LANDSCAPE PLANS FOR,
SA.NT A HELENA TR AIL SBGRSheet of XX
SOLANA BEACH FIRE DEPARTMENT
By: __________ _
Fire Chief Dote:
Pl A "-IT c,rut:n1 I I=
SANTA FE IRRIGATION DISTRICT LANDSCAPE ARCHITECT OF WORK f-
(.)
z
0 w
...J
z
~
SANTA HELENA
CITY APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION TREES
®
0 0 SHRUBS
C
◊
0 5
ElB
@
@
0 0
0 ®
®
©
®
<SJ)
CID SHRUB AREAS
·.
··. .· ·.· · .. ·
GROUND COVERS
DESCRIPTION:
~ Sy: MICHAEL PEL 72 By: ___________ Drawn Sy Date: 3/23/?? ~:::::::::::::::::::::::::~====~==~ By: _________ Date: ___ By:-,,M_oh,-a_m_m_o-cdc-S::-o-m_m_a_,k-. -:::CccityD~~~-;n-ee-,-- LOCATION X District Engineer Dote: f------------+-+---1 By, Dote:___ R.C.E.: 37146 Exp: 6/30/22 ELEV,: X CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER WUCOLS!V CEROCC Cercis occidentalis Western Redbud 24" Box L
PlNT02 Pinus torreyana Torrey Pine 24" Box L
OUEAGR Quercus agrifoHa Coast Live Oak 24" Box L
CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER WUCOLS IV AGAATT Agave attenuata Foxtail Agave 5 gaL Pot L
AGABLF Agave x 'B!ue Flame' Blue Flame Agave 1 gal. Pot L ALOSTA A!oestriata Cora!Aloe 1 gal. Pot L
ALOLGO A!oex 'LE03151A' Moong!ow Aloe 1 gat Pot L
ARC HOO Arctostaphylos hookeri Hooker's Manzanita 1 gal. Pot L SUL HAL Bu!bine frutescens 'Hallmark' Hallmark Stalked Bulbine 1 gaf. Pot L FESMAI Festuca mairel Atlas Fescue 1 gal. Pot L
GAL BOC Galvezia speciosa 'Boca Rosa' Boca Rosa Island Snapdragon Sgal. Pot L HET ARB Heteromeles arbutifolla Tayan Sga!. Pot L
LEOUO Leonotis leonurus lion's Tail 5 gal. Pol L
M!MAUR Mimulus aurantiacus Sticky Monkeyflower 1 gal. Pot L MUHRIG Muh!enborgia rigens Deer Grass 1 gaL Pot L
RHU !NT Rhus integrffolia Lemonade Beny 5 gal Pot L
ROS BAJ Rosa minutifo!ia Baja Rose 1 gal Pot L
VER UL Verbena !iladna 'De la Mina' De la Mina Lilac Verbena 1 gal. Pot L WESGRB Westringia fruticosa WES04' TM Grey Box Coast Rosemary 1 gal Pot L CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER WUCOLS!V ASCTUB Asc!epias tuberosa Butterfly Milkweed 1 gaL Pot L MON UN Monardella linoides viminea San Diego Willowy Mint 1 gal. Pot L CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER WUCOLS!V ARC ECP Arctostaphylos x 'Emerald Carpet' Emerald Carpe,t Manzanita 1 gat Pot L SEN MDL Senecio mandraHscae Blue Fingers 1 gal Pot L
8itr7.J 0 10 20 40 60
NORTH SCALE: 1"=20'
QTY DETAJL
61 29
15 QTY DETAJL
76 102
44 1
1 188
1 1
36 t
1 1
18 1
1 t
SPACING QTY DETAJL
12·0.c, 34
18"0.C 13
SPACING QTY DETAJL
36"oc 55
24"o.c 718
AS-BUILT
REMARKS
REMARKS
REMARKS
REMARKS
'1111
mm
MW PELTZ• ASSOCIATES
LANDSCAPE Aru.:H!TECTURE
SOI.ANA BEACH, CA!.IFORN!A
558.-4SLOS!I-S I Rt.A 2010
Sy: Date: __ _
R.C.L. ______ Exp: __ _
BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
SOLANA BEACH
DATUM: MS L
LANDSCAPE PLANS FOR,
SAf\J A HELENA TRA.IL
SBGRSheet of xx
SOlANA BEACH FIRE DEPARTMENT
By: __________ _
Fire Chief Dote:
Pl /\1'JT c,r1Ji:=n1 I t= TREES CODE BOTANICAL NAME
® CEROCC Cercis occidenta!is
0 PlNT02 Pinus torreyana
0 QUEAGR Ouercus agrifolia
SHRUBS CODE BOTANICAL NAME
0 AGAATT Agave attenuata
◊ AGABLF Agave x 'Blue Flame'
0 ALOSTA Aloe stria.ta
G ALO LGO Aloex 'LE03151A'
EID ARC HOO Arctostaphytos hookeri
@ BULHAL Bulbine frutescens 'Hallmark'
@ FES MAI Festuca mairei
0 GAL BOC Ga!vezia speciosa 'Boca Rosa'
0 HET ARB Heteromeles arbutifo!ia
0 LEO LIO Leonotis leonurus
® M!MAUR Mimulus aurantiacus
® MUHRIG Muh!enbergia rigens
@ RHU INT Ahus integrifolia
® ROS 8AJ Rosa minutifolia
© VER UL Verbena macina 'De la Mina'
CID WESGRB Westringia fruticosa WESD4' TM
SHRUB AREAS CODE BOTANICAL NAME
1·}?<> .. /; ./ :;·: ASCTUB Asclepias tuberosa
MON UN Monarde!la !inoid<>...s viminea
.. GROUND COVERS CODE BOTANICAL NAME
ARC ECP
/
Arctostaphytos x 'Emerald Carpet'
<·> ,/ <:
•• }<·•··><> SEN MDL Senecio mandraliscae
COMMON NAME SIZE CONTAINER
Western Redbud 24' Box
Torrey Pine 24" Box
Coast Uve Oak 24" Box
COMMON NAME SIZE CONTAINER
Foxtail Agave Sgal. Pot
Blue Flame Agave 1 gal. Pot
Coral Aloe 1 gal. Pot
Moonglow Aloe 1 gal Pot
Hooker's Manzanita 1 gal. Pot
Hallmark Stalked Bulbine 1 gal. Pot
Atlas Fescue 1 gal. Pot
Boca Rosa Island Snapdragon 5gal. Pot
Toyon 5gal. Pot
Lion's Tai! Sgal. Pot
Sticky Monkeyflower 1 gal. Pot
Deer Grass 1 gal. Pot
Lemonade Berry 5 gal. Pot
Baja Rose 1 gal. Pot
De la Mina Lilac Verbena 1 gal. Pot
Grey Box Coast Rosemary 1 gal. Pot
COMMON NAME
Butterfly Milkweed
San Diego Willowy Mint
COMMON NAME
Emerald Carpet Manzanita
Blue Fingers
NORTH
S!ZE CONTAINER
1 gal. Pot
1 gal. Pot
SIZE CONTAINER
1 gal Pot
1 gal Pot
0 10 20
SCALE: 1"=20'
WUCOLS IV
L
L
L
WUCOLS!V
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
WUCOLS!V
L
L
WUCOLSIV
L
L
40 60
Q,Y DETAJL
61 29
15 Q,Y DETAJL
76 102
44 1
1 188
1 1
36 1
1 1
18 1
1 1
SPACING Q,Y DETAJL
12~0.c. 34
1a~o.c. 13
SPACING Q,Y DETAJL
36" o.c. 55
24"0.C 718
AS-BUILT
REMARKS
REMARKS
REMARKS
REMARKS
rll'n
11m
MW PELTZ+ ASSOCIATES
LANDSCAPE ARCHITECTURE SOLAHA BEACH, CALIFORH!A 858.481.0SSS/RLA'.2010 By· Dote: __ _
R.C.E,_· ______ Exp: __ _
SANTA FE IRRIGATION DISTRICT lANDSCAPE ARCHITECT OF WORK Cl1Y APPROVED CHANGES APP'D DATE RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SOLANA BEACH ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION:
-1:!£LQ!j_ By: MICHAEL PELTZ By: ___________ Drown By
District Engineer Date: __ _
Date: 3 /23 /22 ~=========================+===~===~ Sy: _________ Dote:___ By: _M_o-ho_m_m_o_d-So_m_m_o_k_, -C-ityD~t~;-;n-ee-,-- LOCATION: X Sy: Date:___ R.C.E.: 37146 Exp: 6/30/22 ELEV.: X
CITY OF SOLANA BEACH
DATUM: M.S.L
LANDSCAPE PLANS FOR,
SAIH A HELENA TR AIL SBGRSheet of XX
CITY COUNCIL ACTION:
______________________________________________________________________ ______________________________________________________________________ AGENDA ITEM # C.2.
STAFF REPORT
CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: May 11, 2022
ORIGINATING DEPT: City Manager’s Department/City Attorney’s Office SUBJECT: Adopt Ordinance 523 – Amending Title 5 and Adding Chapter 5.07 to the Solana Beach Municipal Code to
Regulate the Use, Sale and Distribution of Balloons Filled with Gas Lighter than Air
BACKGROUND:
Lighter than air balloons are sold in several retail establishments in Solana Beach and pose multiple threats to animals, humans, and the environment. Plastic pollution from improperly disposed of and/or deteriorating balloons directly impacts the environment, wildlife, domesticated animals, and human health, and indirectly impacts the City’s economy when it becomes beach litter. Lighter than air balloons are also a menace to utilities and fire departments, and when filled with helium, they threaten to deplete a precious, non-renewable resource important to science, industry and medicine.
On April 27, 2022, the City Council introduced Ordinance 523 (Attachment 1) amending Title 5 and adding chapter 5.07 to the Solana Beach Municipal Code to regulate the use, sale and distribution of balloons filled with gas lighter than air.
The action before the City Council is to consider adoption of Ordinance 523.
DISCUSSION
Plastic pollution is a significant environmental challenge and microplastics have been found in our drinking water, food, and the air we breathe. While plastic pollution reduction efforts have focused on single-use plastic bags, bottles, utensils and straws, balloons have been largely overlooked. Latex and Mylar are the two types of balloons in general use. Mylar balloons are petroleum-based and not biodegradable, and while latex does biodegrade, the latex balloons contain petroleum-based additives and are not 100% biodegradable. Researchers have observed that latex balloons deteriorate slowly and May 11, 2022
Ordinance 523 – Use, Sale and Distribution of Balloons Filled with Gas Lighter than Air
retain their elasticity even after floating in the ocean for 12 months. The release of both of these types of balloons results in additional plastic pollution which negatively impacts the safety of our citizens, wildlife, oceans, coastlines, and communities.
Ordinance 523 has been developed to address the critical local and regional concerns with balloons, including plastic pollution, marine debris, marine life impacts, land animal and bird impacts, negative economic impacts, and wildfire dangers. The proposed Ordinance includes the following key provisions:
• No Person, including, but not limited to, a balloon wholesaler, retailer, or third-party vendor, shall use, sell, or distribute any type of Balloon inflated with any Gas Lighter Than Air within the City, either as a separate item or included in a packaged product set, including at any City Facility or City-Sponsored Event. • No Person shall dispose of any Balloon inflated with any Gas Lighter Than Air within the City in any manner, including release outdoors into the air, other than in a trash container.
• This Section shall not apply to manned hot air balloons, or to balloons used in governmental or scientific research.
CEQA COMPLIANCE STATEMENT:
The proposed City Council action does not constitute a “project” under the definition set forth in California Environmental Quality Act (CEQA) Guidelines Section 15308 because it is an activity undertaken to assure the maintenance, restoration, enhancement and protection of the environment and pursuant to Section 15601(b)(3) because there is no possibility that the activity in question may have a significant effect on the environment.
FISCAL IMPACT:
There is no direct fiscal impact as a result of this item. However, implementation and enforcement of Ordinance 523, if adopted, would be the responsibility of City Staff.
WORK PLAN:
This item is included as an Uprioritized Item in the Environmental Sustainability section of the FY 2021/22 Work Plan.
OPTIONS:
Adopt Ordinance 523 amending Title 5 and adding Chapter 5.07 to the Solana Beach Municipal Code to address the Use, Sale and Distribution of Balloons Filled with Gas Lighter than Air.
Provide direction/feedback.
May 11, 2022
Ordinance 523 – Use, Sale and Distribution of Balloons Filled with Gas Lighter than Air
DEPARTMENT RECOMMENDATION:
Staff recommends the City Council adopt Ordinance 523 amending Title 5 and adding Chapter 5.07 to the Solana Beach Municipal Code to address the Use, Sale and Distribution of Balloons Filled with Gas Lighter than Air.
CITY MANAGER’S RECOMMENDATION:
Approve Department Recommendation
_________________________
Gregory Wade, City Manager
Attachments:
1. Ordinance 523
ORDINANCE 523
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SOLANA
BEACH, CALIFORNIA, ADDING CHAPTER 5.07 TO THE SOLANA
BEACH MUNICIPAL CODE PROHIBITING THE USE, SALE AND
DISTRIBUTION OF BALLOONS FILLED WITH A GAS LIGHTER THAN AIR
WHEREAS, State law currently prohibits the outdoor release of any balloon constructed of electrically conductive material that is filled with a gas lighter than air as part of a public or civic event, promotional activity or product advertisement (California Penal Code Section 653.1 and Business and Professions Code Section 22942); and WHEREAS, State law further requires that an object of sufficient weight be affixed to each Mylar balloon at the time of sale or distribution to counter the lift capability of the balloon, and also requires the manufacturer’s name to be printed on the balloon, along with a permanent warning notice regarding the conductivity and danger of Mylar balloons (California Penal Code Section 653.1 and Business and Professions Code Section 22942); and
WHEREAS, the City of Solana Beach desires to implement additional measures to minimize the existence of balloons filled with a gas lighter than air within the City and mitigate the dangerous impacts from these balloons coming into contact with ocean life, animals and power lines; and
WHEREAS, balloons can be damaging to ecosystems and wildlife when released into the air or not disposed of properly, as they are not biodegradable; and WHEREAS, the Ocean Conservancy lists balloons as the second most dangerous debris item since they are frequently mistaken as food by birds, mammals, and marine life. When balloons are ingested, they block the animals’ digestive track, which leads to a loss of nutrition, internal injury, starvation, and death. Balloon ribbon is also hazardous because it can choke or entangle birds, mammals, and marine life in a manner that limits their mobility; and
WHEREAS, balloons are the most common form of floating garbage within 200 miles of American shorelines, and beach litter surveys have shown that the number of balloons and balloon pieces found on beaches has tripled in the past 10 years; and
WHEREAS, balloon debris on City beaches is prolific despite laws and regulations that prohibit littering, which contributes to dirty beaches, parks and communities, creates added costs to City budgets and discourages tourism; and WHEREAS, balloons made of metalized or foil materials that conduct electricity, including Ordinance 523
Balloon Regulations
Mylar, also pose a safety hazard when released as they can cause power outages, explosions, downed power lines and damaged infrastructure when coming near or into direct contact with high-voltage power lines, resulting in costly repairs and/or hours of power outages affecting City residents and businesses; and WHEREAS, over the past five years, Mylar balloons have been identified as the cause of more than 500 power outages in the San Diego region’s electrical system; and WHEREAS, the most effective way to reduce balloon debris in the City’s waterways, decrease litter and pollution, and protect the environment, marine life, human health and the City’s infrastructure, is to prohibit the use, sale and distribution of balloons filled with a gas lighter than air; and
NOW, THEREFORE, the City Council of the City of Solana Beach, California, does ordain as follows:
SECTION 1. All of the above recitals are true and correct.
SECTION 2. Chapter 5.07 of the Solana Beach Municipal Code is hereby added to read as follows:
5.07.010 Title.
This Chapter shall be known as the “Balloon Ordinance”.
5.07.020 Purpose and Intent.
The purpose of this Chapter is to establish standards and procedures for environmental waste and litter reduction measures and promote environmentally sustainable practices throughout the City by prohibiting the use, sale and distribution of balloons filled with a gas lighter than air. In enacting this Chapter, it is the City’s intent to further current prohibitions and regulations relating to balloons under State law and to protect the City’s residents, businesses, animals, and infrastructure from damage caused by balloons.
Nothing in this Chapter is intended to or shall be interpreted as conflicting with any federal or state law or regulation.
5.07.030 Definitions
For purposes of this Chapter only, the terms below have the following meaning:
“Balloon” means a flexible bag, including but not limited to, those made from rubber, latex, polychloroprene (neoprene), Mylar, or nylon fabric, that is designed to be inflated with a gas lighter than air, causing it to float, or designed to be filled with water. A balloon may be used for decorative, toy, or entertainment purposes. Balloons used for medical, industrial, or scientific purposes are not subject to the provisions of this ordinance.
“Gas Lighter Than Air” means a gas that has a lower density than normal atmospheric Ordinance 523
Balloon Regulations
gases and rises above them as a result, including, but are not limited to, helium, hydrogen, methane, oxygen, and nitrogen.
“Person” means any person, business, corporation, or event organizer or promoter; public, nonprofit or private entity, agency or institution; or partnership, association or other organization or group, however organized.
5.07.040 Prohibition on the Use, Sale and Distribution of Balloons A. No Person, including, but not limited to, a balloon wholesaler, retailer, or thirdparty vendor, shall use, sell, or distribute any type of Balloon inflated with any Gas Lighter Than Air within the City, either as a separate item or included in a packaged product set, including at any City Facility or City-Sponsored Event.
B. No Person shall dispose of any Balloon inflated with any Gas Lighter Than Air within the City in any manner, including release outdoors into the air, other than in a trash container.
C. This Section shall not apply to manned hot air balloons, or to balloons used in governmental or scientific research project.
5.07.050 Enforcement; Penalties.
A. Any violation of this Chapter shall be enforced through Chapters 1.16 and 1.18 of the Solana Beach Municipal Code.
B. Each violation of this Chapter shall be considered a separate offense.
C. The remedies and penalties provided in this Chapter are cumulative and not exclusive and nothing in this shall preclude the City from pursuing any other remedies.
The City Attorney may seek legal, injunctive, or any other relief to enforce the provisions of this chapter and any regulations or administrative procedure developed pursuant hereto.
SECTION 3. The City Council finds that this Ordinance is exempt from the provisions of the California Environmental Quality Act ("CEQA") pursuant to Section 15308 of the CEQA Guidelines because it is an activity undertaken "to assure the maintenance, restoration, enhancement and protection of the environment" and pursuant to Section 15061(b)(3) because there is no possibility that the activity in question may have a significant effect on the environment.
SECTION 4. Severability. If any section, subsection, subdivision, paragraph, sentence, clause, phrase or portion of this Ordinance is, for any reason, held to be invalid or unconstitutional by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Ordinance. The City Council Ordinance 523
Balloon Regulations
hereby declares that it would have adopted this Ordinance and each section, subsection, subdivision, paragraph, sentence, clause, phrase and portion of this Ordinance irrespective of the fact that one or more, sections, subsections, subdivisions, paragraphs, sentences, clauses, phrases or portions thereof may be declared invalid or unconstitutional to this end, the provisions of this Ordinance are declared severable.
EFFECTIVE DATE: This Ordinance shall be effective thirty (30) days after its adoption. Within fifteen (15) days after its adoption, the City Clerk of the City of Solana Beach shall proceed with publication pursuant to the provisions of Government Code section 36933.
INTRODUCED AND FIRST READ this 27th day of April 2022, at a regular meeting of the City Council of the City of Solana Beach, California; AND THEREAFTER ADOPTED at a regular meeting of the City Council of the City of Solana Beach, California, on the 11TH day of May 2022, by the following vote:
AYES: Councilmembers –
NOES: Councilmembers –
ABSENT: Councilmembers –
ABSTAIN: Councilmembers –
__________________________
LESA HEEBNER, Mayor
APPROVED AS TO FORM: ATTEST:
________________________________ ___________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk COUNCIL ACTION:
______________________________________________________________________ ______________________________________________________________________ AGENDA ITEM # C.3.
STAFF REPORT
CITY OF SOLANA BEACH
TO: Honorable Mayor and City Councilmembers
FROM: Gregory Wade, City Manager
MEETING DATE: May 11, 2022
ORIGINATING DEPT: Angela Ivey, City Clerk
SUBJECT: Adopt (2nd Reading) Ordinance 516 Adding Section
2.24.085, Electronic Filing of Campaign Statements, to the Solana Beach Municipal Code
BACKGROUND:
The City Council introduced Ordinance 516 on April 27, 2022 to implement electronic online filing as required by AB 2151. The item is before the City Council to adopt Ordinance 516 (Attachment 1).
DISCUSSION:
Since Government Code section 84615 went into effect, many local government agencies throughout California have chosen to enact paperless filing as a courtesy to their campaign filers, to increase staff efficiency, and to help reduce the use of paper. In addition, with adoption of Government Code section 84616 requiring a local government agency to post any paper filings on the City’s website within 72 hours of the applicable filing deadline, it is more efficient to require and provide electronic filings.
The City Clerk’s office accepts FPPC filings of two major categories of economic disclosure documents: (1) campaign statements (commonly known as Form 460’s) disclosing contributions received and expenditures made by local candidates, local committees, and ballot measure campaigns and (2) statements of economic interests (commonly known as Form 700s) from designated public officials and employees, both with specified deadlines. In most instances, these documents are filed with the City Clerk as the filing officer/official. If the documents are not filed in a timely fashion, penalties are imposed.
Advantages:
May 11, 2022
Electronic Filing of Campaign Statements
There are many advantages to requiring electronic filing of disclosure documents. All FPPC forms are public records. By shifting to an electronic system, the public benefits with direct 24-hour access to campaign statements on the City’s website, providing greater transparency to the voters. The system is also beneficial to filers by providing multiple prompts to ensure timely filing, storing previous statements for user ease, information entered into the system by filers will carry over from one filing to the next reducing errors and the need to file amendments, and permitting a single filing for multiple offices. Further, implementation of a paperless system increases efficiency to the City and Staff with time savings and improves sustainability by reducing overall consumption, not only of paper, but also of ink, plastic packaging, and reduces transportation emissions tied to delivery and disposal of products.
Current Filings:
The City Clerk’s office began utilizing Granicus (Southtech) software for electronic filings of Statements of Economic Interests (Form 700) with 2021 filings due in 2022. However, currently campaign finance disclosure filings are accepted on paper which requires significant Staff time to redact appropriate information and post to the City’s website.
Authorize Online Filings for Campaign Statements:
For the City of Solana Beach to accept electronically filed campaign statements, the City Council must adopt an ordinance permitting the use of an online filing system as an option for filing and designating the filings received electronically by the City Clerk’s Office as the filings of record for the City. In addition, the system must operate securely and effectively. The ordinance incorporates the safeguards required by State law, including:
• The electronic filing system shall not place an undue burden on filers and include procedures for filers to comply with the requirement that they sign statements and reports under penalty of perjury; and
• The system shall ensure the integrity of the data transmitted and include safeguards against efforts to tamper with, manipulate, alter, or subvert the data; and • The local filing officer shall make all data available on the internet in an easily understood format that provides the greatest public access; and • The agency shall enable filers to complete and submit electronic filings free of charge.
Adoption of the proposed ordinance will only apply to those filers that meet a threshold of $200 (current limit) or more for expending or receiving campaign funds. This threshold is more stringent than the Political Reform Act (the “Act”), which recognizes campaigns that spend or raise $2,000 (current limit) or more as “Controlled Committees.” Under the Act, these types of committees are obligated to file detailed campaign finance disclosure statements, also known as Form 460s. For those smaller campaigns that do not meet the threshold of $200 (current City limit), they may continue to file paper versions of the Form 470 disclosure forms (although such filers may choose to file electronically for convenience).
May 11, 2022
Electronic Filing of Campaign Statements
Transition Timeline:
The requirement to electronically file campaign disclosure statements would become effective June 10, 2022, which is thirty (30) days following the adoption of the ordinance.
To facilitate the full transition to electronic filing, the City Clerk’s Office will continue to provide detailed instructions and training.
The goal is to provide sufficient time for the City Clerk’s Office to conduct implementation measures and training prior to the beginning of the nomination period, July 18, 2022, for the 2022 elections.
CEQA COMPLIANCE STATEMENT:
Not a project as defined by CEQA.
FISCAL IMPACT:
The fee for the Granicus (Southtech) system is based on an annual subscription cost determined by population. The cost for the City of Solana Beach will be $1,000 annually which will be incorporated into the City Clerk’s budget. As noted above, the electronic filing system is free of charge to filers and free to the public for viewing purposes.
OPTIONS:
• Approve Staff recommendation.
• Approve Staff recommendation with alternative amendments / modifications. • Deny Staff recommendation.
DEPARTMENT RECOMMENDATION:
Adopt Ordinance 516, related to electronic campaign statements, adding Section
2.24.085 Electronic Filing of Campaign Statements to the Solana Beach Municipal Code.
CITY MANAGER’S RECOMMENDATION:
Approve Department Recommendation.
_________________________
Gregory Wade, City Manager
Attachments:
1. Ordinance 516
ORDINANCE 516
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY
OF SOLANA BEACH, CALIFORNIA, ADDING SECTION
2.24.085, ELECTRONIC FILING OF CAMPAIGN
STATEMENTS, TO THE SOLANA BEACH MUNICIPAL
CODE
WHEREAS, the Political Reform Act of the State of California requires elected officers, political candidates, and committees to file campaign statements by specified deadlines disclosing contributions received and expenditures made. These documents are public and help voters to be fully informed. The City Clerk is the local filing officer/official for the City of Solana Beach and is responsible for receiving Fair Political Practices Commission (FPPC) campaign disclosure filings, reviewing, storing, and making them accessible to the public; and,
WHEREAS, on January 1, 2013, Assembly Bill 2452 went into effect, adding California Government Code section 84615, which allows local government agencies to require online or electronic filing for an elected officer, candidate, committee, or other person who is required to file statements, reports, or other documents under the Political Reform Act; and
WHEREAS, on January 1, 2021, Assembly Bill 2151 went into effect, adding California Government Code section 84616, which requires a local government agency to post on its internet website, within 72 hours of the applicable filing deadline, a copy of any specified statement, report, or other document filed with that agency in paper format.
This bill requires that the statement, report, or other document be made available for four years from the date of the election associated with the filing; and WHEREAS, the City intends to enter into an agreement with a vendor approved by the California Secretary of State, to provide an online electronic filing system (“System”) for campaign disclosure statements; and
WHEREAS, the System will operate securely and effectively and will not unduly burden filers. Specifically: (1) the System will ensure the integrity of the data and includes safeguards against efforts to tamper with, manipulate, alter or subvert the data; (2) the System will only accept a filing in the standardized record format developed by the Secretary of State and compatible with the Secretary of State’s system for receiving an online or electronic filing; and (3) the System will be available free of charge to filers and to the public for viewing filings; and
WHEREAS, the City will operate the electronic filing system in compliance with the requirements of California Government Code Section 84615 and any other applicable laws; and
Ordinance 516
Electronic Filing of Campaign Statements
WHEREAS, the City desires to amend Title 2, Administration & Personnel, Chapter
2.24, Elections, to add Section 2.24.085 entitled “Electronic Filing of Campaign Statements” to the Solana Beach Municipal Code; and
NOW THEREFORE, the City Council of the City of Solana Beach does ordain as follows:
Section 1. Purpose and Authority.
The purpose of this section is to require the filing of Campaign Disclosure Statements by elected officials, candidates, and committees electronically. The City Council enacts this Ordinance in accordance with the authority granted to cities by State law. This Ordinance is intended to supplement, and not conflict with, the Political Reform Act.
Section 2. Findings.
Pursuant to California Government Code Section 85615, the City of Solana Beach hereby finds that the online or electronic filing system required by this section will operate securely and effectively and will not unduly burden filers. Said System promotes the use of electronic filing of campaign forms required by the State of California to provide for a streamlined, paperless, and secure system to meet the demand for digital and transparent systems.
Section 3. Section 2.24.085
Section 2.24.085 is hereby added to Title 2 (Administration and Personnel), Chapter 2.24, Elections to read as follows:
“Section 2.24.085
Electronic Filing of Campaign Statements
A. Any elected officer, candidate, committee, or other person required to file statements, reports, or other documents required by Chapter 4 of the Political Reform Act 1 of 3 (commencing with Section 84100 of the Government Code) and Solana Beach Municipal Code 2.24. These procedures shall ensure that the online filing system complies with the requirements set forth in Section 84615 of the California Government Code. Elected officers, candidates, or committees required to file statements must file such Statements using the City’s online filing system, unless exempt from the requirement to file online pursuant to Government Code Section 84615, as may be amended from time to time.
B. In any instance in which an original statement, report or other document must be filed with the California Secretary of State and a copy of that statement, report or other document is required to be filed with City Clerk, the filer may, but is not required to, file the Clerk’s copy electronically.
Ordinance 516
Electronic Filing of Campaign Statements
C. The online filing system shall ensure the integrity of the data transmitted and shall include safeguards against efforts to tamper with, manipulate, alter, or subvert the data.
D. The online filing system shall only accept a filing in the standardized record format that is developed by the California Secretary of State pursuant to Section 84602(a)(2) of the California Government Code and that is compatible with the Secretary of State's system for receiving an online or electronic filing.
E. The online filing system shall include a procedure for filers to comply with the requirement that they sign statements and reports under penalty of perjury pursuant to Section 81004 of the Government Code.
F. The City Clerk's office shall maintain for a period of at least 10 years commencing from the date filed, or other period required by law, a secured, official version of each online or electronic statement, report, form, or other document on the City Clerk’s online filing system, which shall serve as the official version of that record for purpose of audits and any other legal purpose. Data that has been maintained for at least 10 years may then be archived in a secure format.
G. If the City Clerk’s electronic system is not capable of accepting a particular type of statement, report or other document, the City Clerk Administrator may allow the elected officer, candidate, committee, or other person to file that document with the City Clerk in an alternative method, if it otherwise complies with all other requirements of this Section.
H. Procedures for Utilizing Online Filing.
1. Electronic filing is mandatory unless the officer, candidate, or committee is exempt as described in Section 2-30.10(c)(1) or California Government Code 84615.
2. Any elected officer, candidate, or committee who has electronically filed a statement using the City Clerk's online filing system is not required to file a copy of that document in paper format with the City Clerk.
3. The City Clerk or the online filing system shall issue an electronic confirmation that notifies the filer that the Statement was received, the notification shall include the date and the time that the Statement was received and the method by which the filer may view and print the data received by the City Clerk. The date of filing for a Statement filed online shall be the day that it is received by the City Clerk.
4. If the City Clerk's online filing system is not capable of accepting a Statement due to technical difficulties, an elected officer, candidate, or committee shall file that Statement in paper format with the City Clerk.
5. The online filing system shall enable electronic filers to complete and submit filings free of charge.
I. Except as otherwise provided in, or inconsistent with, this Chapter or other provisions of local law, the provisions of the California Political Reform Act relating Ordinance 516
Electronic Filing of Campaign Statements
to local elections including any subsequent amendments are hereby incorporated as part of this Section.”
Section 2. Severability
The provisions of this chapter are declared to be severable and if any provision, sentence, clause, section or part of this chapter is held illegal, invalid, unconstitutional or inapplicable to any person or circumstances, such illegality, invalidity or unconstitutionality or inapplicability shall not affect or impair any of the remaining provisions, sentences, clauses, sections or parts of this chapter or their application to persons and circumstances.”
EFFECTIVE DATE: This Ordinance shall be effective thirty (30) days after its adoption. Within fifteen (15) days after its adoption, the City Clerk of the City of Solana Beach shall proceed with publication pursuant to the provisions of California Government Code §36933.
INTRODUCED AND FIRST READ at a meeting of the City Council of the City of Solana Beach, California, on the 27th day of April, 2022; and THEREAFTER ADOPTED at a regular meeting of the City Council of the City of Solana Beach, California, on the 1 th day of May, 2022, by the following vote:
AYES: Councilmembers –
NOES: Councilmembers –
ABSTAIN: Councilmembers –
ABSENT: Councilmembers –
______________________________
LESA HEEBNER, Mayor
APPROVED AS TO FORM: ATTEST:
______________________________ ______________________________ JOHANNA N. CANLAS, City Attorney ANGELA IVEY, City Clerk