HomeMy WebLinkAboutDWG 495-3A; CDP 15-52; SCHMALTZ RESIDENCE; 01-04GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE)
1. TT-//$ PLAN SUPERSEDES ALL OTT-IER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD RE:GARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF TT-1/S PLAN DOE:S NOT LESSEN OR WAIVE ANY PORTION OF TT-/£
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS US~ED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI. Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 8.': REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSB.AD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POI ICY MUST
HA VE A RA TING OF "A-" OR BETTER AND A SIZE CA TfGORY OF CLASS VII
OR BETTfR AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPRO".~L OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WO'ik. OR GRADING TO 8£ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
1;AS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
'.;. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO HEFLE;;T AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT S/Tf AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORUANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAIL y. FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECOI/STRIIGTION MEETING SHALL BE Hf/ D AT THE SITE PRIOR TO THE
BEGINNING Of WQRK AND SHAU BE ATTENDED BY AU REPRF'ill/TADVFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF THF WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSP[CTION LINE AT (760) 4JB-JB91 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORD!NA TE A DA TE AND TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. TH£ GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All IN5PEGTION REQIJESTS OTHER THAN FOR PRECONSTRUCTTON MFETTNG flil/ Bf
MADF BY CAI UNG THE fNG/Nffl?/NG 24-HQ/JR INSPFCTTON RFQllfST /INF AT
(760) 438 3891. INSPECTION REQUEST MUST BE RECFIVFD PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTfR
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TfR.
16. THE OW/'JER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS'.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTfCTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF 1Hf Pl AN VARIFS FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
fl£GISTERFD ENGINEER AT THE CONTRACTORS EXPFNSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN AD VANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERM/TT[£ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTfE HAS RECEIVED WRITTEN Au;-CfORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTfD ON THE S/Tf OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TfD
GRADING EQUIPMENT SHALL BE LIMITfD TO THE PER/CD BETWEEN 7:00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A UST OF CITY
HOLIDAYS IS AVAILABLE AT 7HE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF S/Tf HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MA TfRIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DFRR!S OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUS'. SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED
BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE .
GRADING OPERATION, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER .
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTI. Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
32. THE CONTRACTOR SHALL N011FY AFFECTfO UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4/JJ
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CAR.LSBAD(STREETS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
'SAN DIEGUITO WATER DISTRICT (760)633-2650
"LEUCADIA WASTEWATER DISTRICT (760)753-0155
*VALLECITOS WA TfR DISTRICT (760)744-0460
'OLIVENHAIN WA TfR DISTRICT (760)753-6466
"BUENA SAN/TAT/ON DISTRICT (760)726-1 J40 x1330
*AS APPROPRIATE
JJ. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND /OR GEOLOGIST TO GI VE TECHNICAL AD VICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10] CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, W/-1/CH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STA TfMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF
FIELD AND LABORATORY TESTS. TT-IE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN 7HE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS
CONSTRUCTED PY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SA TISFAC710N OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONS/STfNT WITH CURRENT STANDAHDS.
I UNDERSTAND TT-/AT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: __ SKYLINE ENGINEERING, LLC _
ADDRESS:_ 1220$. DITMAR STREET _
CITY, STA TE:, OCEANSIDE, CALIFORNIA 9;?.054 __ · _
TELEPHONE:-760-721-3520 _____ ·/
BY: --DA"vIDZE_RNIK,PJ;:. ---DATE:Cf-y-,v::,lo
{NAME OF ENGINEER)
R.C.E. NO.:.P.E. C59348 __ ~--,,--------,~---
REG!STRATION EXPmATTON DATf: 6 ?p-Zol7
SOILS ENGINEER'S CERTIFICATE
I, h~L.l,_j ~..-? •. ;,,-.:S . , A REGISTERED (CIVIL/
GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CER71FY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
\:.___:, I;~ t°'f77 , 20 AND s)i>,._1p~ '-z, , 20 JC~ . TWO
COPIES OF THE SOILS REPORT COMPILED FRQM THIS ST'JDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED Tq THE OFFICE OF THE CITY
ENGINEER. I I /
SIGNED: ,/f,/V \0
G.E./P.E. NO.: W---Z.---J/uf
OAT£: #k 12/1 .. d--z.d&
' LICENSE EXP/RA 710N DA TE: I I
!ti-t:f) / .-z.o .1--1
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-
REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACT/110NER
(QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF
THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND
MUNICIPAL PERMIT, LATEST VERSION.
Or=-~~ DATE
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURF ACE ANO CROSS SECTION. THE SITE' SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED SOURCE OF TOPOGRAPHY ~-
AND DISPOSED OF AT A S/Tf APPROVED OF BY THE CITY ENGINEER. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLAN1ED AND/OR HYDROSEEDEDSTJRVEYMETHODS FROM INFORMATION GATHERED ON_JUNE, __
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE JS BROUGHT TO GRADE 20 16-BY-SKYLINE ENGINEERJN(l LLC-----
AS SHOWN ON THE APPROVED GRADING PLANS. TOPOGRAPHY SHOW([. HEREON · CONFORMS TO NATIONAL MAP
28. LANDSCAPING SHALL 8£ ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED ACCURACY STANDARDS.
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR PROJECT LOCATION
THIS PROJECT, DRAWING NO._ 495-3L-, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
0: \DRAW.~G FILES\Tllt.£ SHEETS\GRAOING TITLE SHEET,DWG R£VlS£0;01/05/16
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
214-023-04 ---------------
THE CAL/FOfuvcA COORDINATE INDEX OF THIS PROJECT IS:
N 33.111 E ll7.321
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT __ M_A_R_T_IN_S_C_Hr_M_AL_:T_Z __ A T
. 760-666-0303 _ (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY. WORK SHALL BE MADE AVAILABLE AT ALL
11MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS EMINENT.
J. FOR PROJECTS COVERED BY STA Tf SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION
ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE
QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT.
THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND
MADE AVAILABLE TO THE CITY INSPECTOR .. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE
ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTIC/PA TfD. THE QSP SHALL REPORT BMP DEFICIENCIES TO TH£ CITY INSPECTOR. THE
QSP Si/ALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY
INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT.
4. THE CONTRACTOR SHALL RESWRE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA TISFAC110N OF THE CITY ENGINEER AFTfR EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY 7HE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA TfRS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR
EROSION CONTROL PLAN SHALL 8£ /NCORPORA TfO HEREON.
8. GRADE.D AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A WAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP Tr?E WITH 3/4 INCH MINIMUM AGGREGRATE
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE' WITH SECTION J5.02J OF THE
EROSION ANO SEDIMENT CONTROL. HANDBOOK OF THE DEPARTMENT OF CONSERVATION
STA Tf OF CALIFORNIA. · '
---------------~-._,........,..,~-~----•• ~;:=--',_...,..,,,. ____ _ -'·:::,--·::r, ,
VICINITY MAP
NOT TO
SCALE
CITY OF VISTA
INDEX OF SHEETS
J.
2
3
4
GRADING PLA1'.J TITLE SHEET
GRADING PLA.1\f
TIER2 SWl'PPTITLE SHEET
EROSION CO}JTROL PLAN
LEGAL DESCRIPTION
LOT 4, BLOCK 22,
LA COSTA DO"\\lNS l}NlT #1,
MAP#2013
PROJECT ADDRESS
6468 FRANCISCA~""l RO/ill
CARLSBAD, CALlFORNlA
DEVELOPER
NAME: lvlARTIN SCH!v1Al:JZ
ADDRESS: 648 E. SOLANA CIRCLE
PHONE N0.,SOLA.1'.JA BEACH, CALIFORNIA 92075
760-666-0303
REFERENCE DRAWINGS
SUBDIVISION iV!AP #2013
WATER Al\D SEWER LMPROOVEMENT
PLA>iS PER DR.A. \VING #331-8
PlJBLIC UTILITIE EASMENTS
PER RECORD DOCUMENT
#1995-0014701 FILED ON J/12/1995 &
#!995~0010788 FILED ON J./10/1995
EARTHWORK QUANTITIES
CUT: _____ CY
FILL: ------CY
IMPORT: CY
EXPORT: CY
REME:OIAL:-J 60 CY
BENCH MARK
DESCRIPTION: SET2.5'" DISK. CLSB-136
LOCATION: __ IN CURB AT THE SOl)THWEST COR"ER OF AVENIDA E:JCINAS
--A\/D THE CARLSBAD PO!NSETT!A TRAIN STA'f/0:.'. F'.NTRANCE
RECORDED: __ 5! l S/200 ! -~
ELEVATION: 54.061 • • DATUM: NGVD27
.
\
. ·~ .. / . .:,,,,._ . ;{ , , __ . ~
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES AND
PLAN11NG OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS
AS-BU/LT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS REQUIREMENTS RESOLU110NS
AND ORDINANCES CITED ON THESE PLANS. ' '
I'rlE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION AS DIRECTED BY THE CITY
ENGINEER. '
1. CARLSBAD /,iUN/CIPAL CODE
2. CITY or CARLSBAD ENGINEER/NG STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. 7172 DA TED 6/1/ 16
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK}.
6. SOIL:': REPORT AND RECOMMENDATIONS BY GEOCON, INC.
-----DATfD_ 1113/2016 -
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CAHLSBAD STANDARDS.
B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS [)ATED ---NIA ______ _
9. EN>1RONMENTAL APPROVAL DOCUMENTS DATED 6/1/2016
10. STORM WATER POLLUTION PREVENTION PLAN PREPARED
BY SKYLI~ ENGINEERING, LLC __ DATfD_ 8, l9'2(II<, _ SW NO. 16,296
WD!D NO. 9 J75 ------"-N,-"'"/A.'--=-----------
11. STORM WATfR MANAGEMENT PLAN PREPARED
BY ___ NIA-----DAT£D _____ SWMP NO •. ____ _
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CALTRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
_D_E__:_S__:_C__:_Rc:::IP-=T~IO=.:N__:__ ___ __:'.:'.DWG __ .N.,...O_. ___ S_YM_B..c.O=.L ___ .....:Q:,_:U::.c:AN::::::..'...:'.T:2IT~Y:'.........
Direction of sheet flow
Earthen swale, plant with
g ·3.ss, slope 1% minimmn
wall, per sepera te buildirfg
permit
Spot ele va. tion or
weal bench mark
Edge of co1Jcre te
gravel
slope
setback line
property line
Existing spot e]eva tion
Proposed
Gravel bags
Limits of grading work
Tree or hedge (E)
Slit fence
N/A
POST-CONSTRUCTION. BMP TABLE
N/A
=
X
l ton
IJ.,
128-' -
15 bags
60 LF
I
STORMWA TER REQU/REMENrs THAT APPLY: EXEMPT FROM HYOROMODIFICATION?
TYPE
STANDARD STORM'l✓A TER REQUIRE."MENTS
PRIORITY PROJECT R[QU/REMENTS
DESCRIPTION OWNERSHIP
TOTAL LOT AREA 4,792
TOTAL DISTURBED AREA -4,792 --------''--------
(TrllS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY '1/STURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAG/NG AREAS, CONSTRUCTION
WORKER roar TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA =-----
TOTAL PROPOSED IMPERVIOUS AREA -2,100
[Xj YES (SEE SWMP FOR DOCUMENTATION) l.J NO
lllAINTENANCE AGREEMENT SHEET NO. MAINTENANCE
FREQUENcY
t---------t--J-------------------1------1--------1---------l---11 SHElET I CITY OF 7 CARLS BAD ~
~~~;..':;=.:=~E~N~G~IN~E::E:::R::IN::G::::::::D::E:::P:::AR::::T:::M:::E:::N:::T==::1.___l:L±_j=3. =
GRADING PLANS FOR:
SCHMALTZ RESIDENCE
/J I ,. TITLE SHEET
APPROVEol✓ / t/2, AiV JASON s. GELDERT
=-;:;;-;::-:;':;';,,'::"""""'!,'--'-n-'--11=v '-=-:--:------;0• 5, lolb
/j\ CITY ENGIN,EER RCE 63912 EXPIRES 9/30/168 DATE
t-"noicA TE"", .----r1· "IN'"i1l;;-;,A"L-t-',,e;.------------------+-0-TE _ _j... __ _j___ __ L _ _J ~O~W~N~B~Y=,.t M~f<"~~==-==-~==~P~RO~J~E~C~T'§N~O-!:!-~~~D~R=A::'.W~IN:!!G~N=!O
A INITIAL DATE INITIAL CHKD BY·,..,_=''5=---7_ • ,
ENGINEER OF WOf<K REVISION DESCRIPTION v.q;= CDP15 -2 495 OTHER APPROVAL CITY APPROVAL RVWD BY: -) -3A
See the landscape concept plan by
Jennifer Springer 760-271-7526. which
shall be considered a part of this plan
landsca pevillage@gmaiL com
PERMANENT POST C0NSTRUCTION BMP
LEGEND
SC-1 PREVENT ILLICIT DISCHARGES
SC-3 PROTECT OUTDOOR MATERIAL
STORAGE AREAS FROM RAINFALL, RUN-OFF,
AND WIND DISPERSAL
SC-5 PROTECT TRASH STORAGE AREAS
FROM RAINFALL, RUN-OFF, AND WIND
DISPERSAL
SC-6 MINIMIZE POLLUTANT GENERATION AT
EACH PROJECT SITE
SD-1 MAINTAIN NATURAL DRAINAGE
PATHWAYS AND HYDROLIC FEATURES
SD-2 CONSERVE NATURAL AREAS, SOILS,
AND VEGITATION
SD-3 MINMlZE IMPERVIOUS AREAS
SD-5 DISPERSE RUNOFF FROM IMPERVIOUS
AREAS
SD-6 COLLECT RUNOFF
SD-7 LANDSCAPE WITH NATIVE OR
DROUGHT TOLER.ART SPECIES
SEE LANDSCAPE PLAN FOR EXACT
CONFIGURATION
UNDERGROUND SERVICE ALERT
SECTION 4216 & 4217 OF THE GOVERNMENT COO£ REQUIRES A
DIG AL£RT 1D£NTIFICA TION NUMBER 8£ ISSUED BEFORE A
"PERMIT TO EXCA VAT£" WILL BE VALID. FOR YOUR DIG ALERT
1.D. NUMBER CALL UNDERGROUND StRVICE ALERT TOLL FREE @
1-IJ00-422-4133 TWO (2) WORKING DA l'S BEFORE YOU DIG.
11£8 ADDRESS: WWW.DIGALERT.ORG
.----0 Public road easement
per recorded document
#1995-0010788 filed on 01/10/.9.,,----
. Public utilitie e1a:-sement
· . per record document
' \
famjly
Minor grading
The S1c.hmaltz
for plan
r·esider1ce
.,...,.
0
0~
I
\
\
\
\
' ' \
\
\ \
\
\
\
\
\
House
Slope 2% min. airay
I from home,
"' "' ' --=--4 Concrete slab \
ExterJor slab, i,ec nlan • over 4" sand ..
T"' T _( T T
A -2·-0· certifioo T com;eacted fil; ;ead
~ A A Undisturbed native
Not to scale soil
Typical house grading at exterior slab
Legend
-~::,➔Direction of sheet flow
X
-,➔ Earthen swale, plant with
grass, slope 1% minimum
= wall, per seperate building
permit
Spot elevation
Edge of concrete
gravel
~ slope
setback line
Slope 2% mill. away
from properly line,
slope var:fes House
Ii, property line
128' X Existing spot elevation
128-' -Proposed 1J,
At exterlo.r concrete
slab, seperation may
be 2• i_ Slope 2% min. away
from home, h-.~L.l'."-o--c-,-\
slope var.Jes ;: 4 Co.ocrete slab
-Gravel bags
~ Limits of grading work
·--~ce,•c.__+-=-..--------==-=CD=-.---i over 4" sand T
(). Tree or hedge (E)
T T T
/4,, "'
□ □ Silt fence
-2'-0" certified T com acted fill ad
No!
~ 4. Undisturbed native
to scale soil
p-;;;J.•• Proposed hardscape
1£1 ( concrete)
Typical house gradL,g at landscaped
exterior
ex CMU wall to -==-remain
<.f.-' ex ~od fence to ~..,. remam
Thicken edge to 6" wide x
8" below grade
rndscape area, each side
e landscape plan
' 4» concrete slab with
F.L.
T.F.
T. W.
T.C.
F.F.
F.S.
-Flow line
-Top of footing
-Top of wall
-Top of Curb
-Finished floor
I 114 bars @ 82" o. c. ew
I I 7r "T' \. J I
-Finished surface
I /4,,
\__24• Certified
A, 4 /4,,
Not to scale
Typical driveway section
Existing grade and proposed grade are
similar
MAP INFORMATION:
Subdivision map #2013
DATA TABLE, FOR PROPERTY BOUNDERIE.."i
A 60. oo· N 18· 44' 30" w
B 80.05' N 71' 15' 30" E
C 60. 05' S 21' 06' 40" E
D 83.09' N 71' 15' 30" E
compacted
grainule.r fill
Source of topography
A field survey by Skyline Engineering,
see spot elevations
CONSTRUCTION NOTES
UC.,
The contractor shall -verify or provide weep
f7', holes or 1 1/2" diamter holes at every
\..::_} other head joint of the existing rear CMU
wall, at grade level, line with gravel
VERIFY EXISTING SEWER PIPE IS ®ADEQUATELY CONNECTED TO THE CITY
SEWER OR PROVJDE NEW SEWER CONNECTION
®Provide ade.quate sewer and water line
separation per city standards
BENCH MARK
DESCRIPTION: LIT STAMPED "DIV. HWYB"
WCATION: JN SIDEWALK 20' EAST OF WEST
END, NOm'H SIDE OF BRIDGE @ POINSETTIA
LANE AND SAN DIEGO FWY I-5
-., -S,•·--·---,-.-'/7, --\
\
\\
\\
6472
Road
Franciscan ELEVATION: 103.80 DATUM: U.S.G.S
0
Scale
1 o' 20'
7"=70'
UIL T"
/}/-//,{}
DATE
11sH~ET1· CITY OF CARLSBAD 2 ENGINEERING DEPARTMENT
GRADING PLANS FOR:
SC!-L'\1ALTZ RESI::>ENCE
APPROVED: JASON S. GELDERT
=-=-==,;..=.c.'-':c:=--=~,.,.....===c---:-~ /O• /'f,w JI:,
CITY ENGINEEV RCE 63912 EXPIRES 9 30/16 DATE
DWN BY: ?Ld__ PROJECT NO. DRAWlNG NO. ~~ ~;:.°/¥ CDPlS-52 495-3A
·,
STORM WATER POLLUTION PREVENTION N01BS
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
SW 16 -296 ------------
CITY OF OCEANSIDE
HlGHWAY1 78
GENERAL SITE MANAGEMENT RE0/1/REMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND).
7. . V CASE EMERGENCY WORK IS REQUIRED, CONTACT: SCHMALTZ FROM· OWNER
AT (TEL.NO.). 760-666-0303 --
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MA Y ARISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS
CONDITION.
6. _ GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FA CE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST D<CEEDS FORTY PERCENT (40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBW AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY
/NSTAUED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND
~LL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED ANO MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALL£D AND
MAINTAINED.
7 J_ A MINIMUM OF 7 25% OF THE MA TERI AL NEEDED TOO INSTALL STANDBY BMPs TO
PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES,
MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL
STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED' ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT iA PREDICTED STORM EVENT
IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL llfA THER SERVICE
FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF
OF THIS CAPABILITY.
15. DEPLOYMENT OF PHYSICAL OR VEGETA T/ON EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
HA VE BEEN COMPLETED.
76. THE AREA THAT CAN BE CLEARED, GRADW, AND /£FT EXPOSED AT ONE TIME IS
LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUA !ELY PROTECT
PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, Gf/ADING SHOULD BE PHASED.
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFOF/E ADDITIONAL GRADING
IS ALLO~ TO PROCEED, AT THE DISCRETION OF THE C/IY INSPECTOR.
17. 4LL DISTURBED AREAS THAT ARE NOT COMPL£TED ANO/OR NOT BEING ACTIVELY GRADW
MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1K)I SUFFICIENT. BMPs NEED TO BE
INSTALLED IN THESE AREAS.
18. BMPs MUST BE STOCKPIL£D AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE
THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN
WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY li-lAT BMPs ARE
ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED ANO READY FOR DEPLOYMENT WHEN
THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE 0,~ OTHER
ENFORCEMENT ACTION_
79. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND
PRIOR TO A FORECASTED RAIN EVEN{ OF GREATER THAN 50%, AND AFTER A RAIN EVENT.
IN ADDITION, TREATMENT CONTROL BMPs MUST BE SER'IICED AS NEEDED THROUGHOUT
THE YEAR.
20. IF SEL£CTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED
OR REPLACED WITH AN ACCEPTABLE ALTERNA7E AS SOON AS IT IS SAFE TO DO SO. THE
FAILURE OF A BMP IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH
IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP
MEASURE IN PLACE.
27. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM
WATER POLLUTION PREVENTION AND BMP MAINTENANCE.
WEATHER TRIGGERED ACTIOIV PLAN
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NA T/ONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, ~ND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATER/MS POLLUTION CONTROL
THE NATIONAL llfA THER SERVICE FORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF
RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL P':ACTICES SHALL BE DEPLOYED
WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PREC!PITA TION.
THE DEPLO'fMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRA vtL BAGS AND
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SWIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HA VE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED
VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN".
AN ADEQUATE SOUl?CE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "WEATHER TRIGGERED BMPS".
£,~OS/ON CONTROL HYDROSEEDING PLANTING AND /RR/GA TION
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL
BE INSTALlED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA T/ONS AND THE FOLLOWING:
A HYDROSEED!NG SHALL BE APPLIED TO:
7 ALL SLOPES THAT ARE GRADED 6: I {HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE.·
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC
WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 5: 1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR
GENERAL LANDSCAPING) WITrl/N 50 DA lS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS
H/GHL Y VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDl7/0N IDENTIFIED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE !RR/GA TED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
1 ALL SLOPES THAT ARE GRADED 5: 7 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIP/TA TION SPRINKLER
HEADS PROVIDING 100% COVERAGE:
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WA !£RED BY A
CONVENTIONAL SYSTEM OF WW PREC!PITA TION SPRINKL£R HEADS
PROVIDING 700% COVERAGE.
2 AREAS SLOPED LESS THAN 5: 7 SHALL BE /RR/GA TED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY
ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3 !RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH.
C HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1 SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCUE
c. 3/bs PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF A CHILLEA MILLEFOLIA
e. 3/bs PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 7/2 lb. PER ACRE IF DIMORPHOL£CA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL
STRUCTURES
h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED WITH .A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCASING BEFORE HYDROSEEDING.
i ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND AGRICUL TUR£ CERTIFIC4 TION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
j NON-PHYTiJ-TOX/C WEmNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTl77JTED, WHEN STRAW IS USED,
IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50% IF THE STRAW INTO THE SOIL
3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0
WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
7 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMB/NATION OF.-
a. TRACK WALKING SLOPES STEEPER THAN 6: 1.
b. HARROWING AREAS 6: 7 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
2 AREAS GRADED FLATTER THAN 6: 1 Wh'EN ANY OF THE FOLLOWING
CONDITIONS EXIST:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E HYDROSEED!NG AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED
AND/OR HYDROSEEDED mTH!N TEN (10) DAYS OF THE TIME WHEN EACH SLOPE 15 BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVE-~AGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG MA TER/1,L APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COORDINATE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND /RR/GA T/ON PLANS, AND !MPROvtMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
BEST MANAGEMENT PRACTICES (Bfv1P) SELECTION TABLE
Erosion Cor1trol Sediment Control BMPs ! Tracking Non-Storm Water
BMPs Contra! BIWPs Management BMPs
! " C: ~ C :g :§ :ls C: "O " C: -2 " " <> "" " E C: .s ·S :ls " 0 ~ 2 :, :2 .s. "" " '" E <b "" ,:,
~ 0 '" -~ .s "-" c~ "' " <b §-~ .s ];: ~ (!J " §: c-
" <,el ac; " t ~ "" C: ;G ,_ kl Best Management Practice* .s 0:, ~
C: "" "' "' = "' '""
g. a " a ' "' 2 .s ·-" 's (O ' (BMP) Description .e :§: :i u "U) ~ ti _,, 1; "' 0:, c.., 6, ' "' ""co <o ,g "" ➔ ""co " '" " " ' C C: ~ " ~ Q) ~ = "' L 0 1:::i-t-,...1 ~ >-.i C: " " "' "' = u " c::, 0 en VJ.£ °' Q "' D 0 " "" "' -::,; C en C: Cl:.::; _;:;l~ (._) "" " " Cle: ,: 0 ~~ c:r,:.:: "' ~ .5; "' -" t1' ~ :3 " t k. ;g -'!: .£ 0 "' " ~ -'< .I {) ...:.:: ~ :is ,,,--Q :b .s '-' ---0 ~ ·-" C: 0 -~ §
(I) -2?: {; 0 0 g-" " ~B '-'" ~b " '-' ·s ~ Q L C, -~ & " 0 0 2 0) ->lo ~ 0 -"" " 6:GJ £ 0 ~ G3 e's ~ J, 6 ~ :s: a, -L 3f ct 0 "-6' (._) i;j ~G U) Q U) .s en <>: QO
CASQA Designation ➔ -"' ..,. " "' "' -") 0 ,.., ---"" u-, "' " co --"' ·-"') "' I I ~ I I ~ I I I ~ I ~ I I -I I I I I I c.., (._) [;l (._) bl bl bl bl bl ,._, "" ~-;Q VJ ' en (/)
Construction Activity C.J CJ l,J V) f-C < < <
X Grading/Soil Disturbance xix_ X ~ X X1 ~x X X X V--Trenchinn !Excavation -. '
Stockailina
Orilfin' 1Borinn
Concrete/Asohalt Sawcuttinn I I X Concrete Flatwork ! '
i I Pavina
X Conduit/Pine Installation i
' X Stucco/Mortar Work I
Waste Disnosal .
Starinn /Lav Down Area I
Enu/nment Maintenance and Fue/inn
Hazardous Substance Use IStorane I
Dewaterino
Waste Management and Materials
Pollution Control BMPs
! -~
"" " " " -,,
E C: " " " 2 C' 0, 0 C: "" 'l: -'< ,g_ C: 0 ~ ~ ~ " " "" C: "' C: C c::, ::, '" 1;, "' '" "' ,.
-s 1-~ !i:E "' E "' 0" a:e .g " = " ·-'" ·;;,::i~· "' ~ "' ~ " ""co 0 ,l L 'D I 0 ~c " " -0 -• Q .::.:::: C: ~ § ~U) Gt8 co 0 -::, en U) ::,; :c ""
-· "' ,,., ..,. u-, (C
I I I I I I i i i i ~ ~
---x, x_ V -'"
I
I
" 1;, o-s ~
"' E -"' i:' "' " " " " QC
c.., ""
co I
i
X
y
_;,{
PACIFIC
OCEAN
A
\
CITY OF ENCINITAS
CITY OF VISTA
1,-<:i '<-0
CITY OF ,----,.--1~ SAN MARCOS
VICINITY MAP
SHEET INDEX·
SHEET 3 TITLE SHEET
SHEET 4 EROSION CONTROL PLANS
APN: 214-023-0400
SITE ADDRESS:
6468 FRANCISCAN ROAD
CARLSBAD, CALIFORNIA
AREA OF DISTURBANCE
i
1X Site Access Across Dirt X I
Other I list I:
4,792 AREA OF DISTURBANCE S.F.
Instructions. 1. Check the oox to the left of all applicable construction activity (first column) expected to occur during construction.
2. Located along_ the top of the BMP Table is a fist of BMP's with it's correspond.Ing Caltfomia Stormwater Quality Association (CASOA) designation number. Choose one
or more BMPs you intend to use during construction from the fist. Check the box where the chosen activity rov-1 intersects :;vith the BMP column.
3. Refer to the CASQA construction handbook for information and details af the chosen BMPs and how to apply them to the project.
LEGEND
(DELETE ITEMS NOT USED ON THE SITE MAP)
DESCRIPTION SYMBOL
SE-7, SILT FENCE
SE-6, GRAVEL BAG =
TR-1, STABILIZED CONSTRUCTION ENmANCE R:ru=Jllllllll~IIIIII~ _
OWNER'S C'ERTIFIC4.TION:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (I) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCT/ON ACTIVITIES
TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA T/ON OF
POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM
WATER TO CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE TO, AND
AT ALL !/MES, COMPLY WITH )HIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP
THROUGHOUT Tl/£ DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE
CONSTRUCTION WORK IS COMPL£iE AND SIGNED OFF BY THE CITY OF CARLSBAD.
MARTIN SCl:-IMALTZ
NER(S)/ OWNER'S AGENT NAME {PRINT} DATE
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-Sil£ WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
CONSTRUCTION THREAT:
CONSTRUCTION THREAT TO STORM WAIE"R QUALITY (CHECK BOX}:
□ HIGH X MEDIUM
OWNER./AI'PLICANT:
NAME MARTIN SCHMALTZ
ADDRESS.· 64-8 E. SOLANA C1RCLF
TELEPHONE NO.: SOLANA BEACH, CALIFORNIA 92075
7§0-666-0303 _
EMERGENCY CONTACT:
NAME MARTIN SCHMALTZ -
ADDRESS: 648 E. SOLANA CIRCLE
TEl_EPHONE NO.: SOLANA BEACH, CALIFORNIA 92075
760-666-0303
WM-/, MATERIAL DELIVERY AND STORAGE
WM-2, MATERIAL USE
WM-7
W.M-2
WM-5
11 SHEET I ,-------------------~--. 3 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
WM-5, SOLID WASTE MANAGEMENT
.WM-9, SANITARY/SEPTIC WASTE MANAGEMENT
. ---
WM-8, CONCRETE \XlASTE I\1ANAGEMENT
WM-9
Wl\1-8
.,
NAME OF PREPARER: SKYLINE ENGINEERING, LLC
QUAL!FiCAllON OF PREPARER· CIVIL ENGIN'EER, QSP/QSD
ADDRESS: 1220 S. DITMAR·STREET
OCEAL'\!SIDE, CALIFORNIA __ _
92054
PHONE No.,160-721-3
-~--?c----ccf/?i/8_ L±-WZ
CITY STORM WATER POLLUTION PREVE:NTION PLAN
TIER2
SCHMALTZ RESIDENCE
TITLE SHEET
APPROVED:
a_;,-._ -,~J DWN BY· /ft_
t ~ "-'-1'<, CHKD SY/.:Y'-'-.r-~ '--------------------------------------------------------------------------------------'-----,7,,.,a::.,
~Gr E R.C.£./CERT. NO. UC. ,9.'P. DATE DATE RVWD BY:
PROJECT NQ_
CDPIS-52
DRAWING NO.
495-3A
\
0 10 1 20'
Scale 1"=10'
TIER 2 STORM WATER POLLUTION PREVENTION-PLAN (SWPPP)
TR-1 STABIUZED CONSTRUCTIO
USE 1 TON GRAVEL ONLY
ENTRANCE
.,.....
0
0 -
\
. I
/
fsHEol CITY OF CARLSBAD l SHE4ETS I L___:l:_j ENGINEERING DEPARTMENT
' EROSION CONTROL PLAN FOR:
SCHMALTZ RESIDENCE
APPROVED:
1' DWN BY: ~ ·6UI lT JS, CHKD BY;1)/,'.2 PROJECT NO. DRAVllNG 0.
. -'¢i? c, /K, RVWD BY: CDP\5-52 495-3A