HomeMy WebLinkAboutDWG 416-1A; CT 02-25; NORTHPARK AT LA COSTA; 01-05GRADING NOTES
( IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN Slf'ERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
Of CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PCRTION Of THE
CARLSBAD MUIIICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOClAENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CDNFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-QF-
WORK FROM RESPONSIBILITY FOR THE CCflRECTION OF ERRORS AJII) OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CIITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE: FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM'ITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAYE A RATING OF •A" AND A SIZE
CATEGORY OF CLASS Y AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE.
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE l'IRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE tlTLE 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 REFLECT 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 SITE 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 STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR 'MTHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION 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
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. P-RECONSTRUCTION MEETING SHAU. BE HELP AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND AU,
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK ( 438-1161 ext.4323 ) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ~:~.,,¥~!/;~~~~"';~~~~~~~ ~:,t,~~,.,.;,.::!:::~~~~C/,,;~:t.,,,":*~"c:;~~:~!;'!.=:; BE
E NEXT WORK DAY UNLESS YOU T OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR 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 HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO TIHE CITY ENGINEER AND /OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION 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, IE THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IE ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE lMMEDlAJELX AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF SITE 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 MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY 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 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.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED ! WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE ! AS SHOWN ON THE APPROVED GRADING PLANS.
· 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED ~ BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR f THIS PROJECT, DRAWING NO. 416-IL , AND/OR AS DIRECTED BY THE CITY
~ ENGINEER OR PLANNING DIRECTOR.
-29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
f~ 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 'MTH THE LANDSCAPE MANUAL TIME REQUIREMENTS .
GRADING NOTES {CONT.)
30. STORM DRAIN PIPE SHALL BE: REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE 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.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED 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) 422-4133
SDG&E (BOO) 660-7343
•ADELPHI,>. CABLE COMMUNICATIONS 760) 438-7741
PACIFIC BELL !800) 892-0123
•cox COMMUNICATIONS 760) 806-9809
•CITY OF CARLSBAD(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 WATER DISTRICT (760) 744-0460
-OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753-6466
"BUENA SANITATION DISTRICT (760) 726-1340
*AS APPROPRIATE
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34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS j15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
··~~-"·"" 1,,J ,<.. .~'"" ., .. ----· __ ..,__,_ __ ~_~,~--·-~--__.:~-----'---'.'--I
\
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR j15.16.120 A.10! CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION 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.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED 'MTHIN 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.
36. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVIESTIGATION PRO-
POSED NORTHPARK AT LA COSTA TENTATIVE MAP CT 02-25 CARLSBAD, SAN DIEGO
COUNTY, CALIFORNIA. PREPARED BY GEOSOILS, INC. DATED AUGUST 5, 2003, wo.3q7~-A-SC
SHALL BE CONSIDERED AS A PART Of THIS GRADING PLAN. ALL GRADING SHALL
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID SOILS REPORT.
WDECLARATION OF RESPONSIBLE CHARGEW
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
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEaFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
!inlpe!!I-Dye a•!!HIClate•
clvll englneen, and land BUnteyO,_
8348 ENTER DRIVE, STE. G, LA MESA, CA 91942
TELEP\H E (619) 6~9234,X (619) 460-2033 i ~
BY: -A~-~ DATE: ?/Jo-r "'. :'
WILLIAM A. SNIPES
R.C.E. NO.: 50477
REGISTRATION EXPIRATION DA TE: 06-30-05
SOILS ENGINEER'S CERTIFICATE
I, DAVID W. SKELLY • A REGISlERED CIVIL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SllE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
JULY , 2003 AND AUGUST , 2003. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ..-.::-,;..-~
ENGINEER. ~ 14-,~;:~,;;;;;;E9Sr,. /.•' '\'\·,, !•11-'o
SIGNED: A/ DAlE: ;\,1!Wfl-f/ro<f /'.E~':'.ij\'I.~~\ ; ..;_:.,' ,..,r, <.(. * J h ...., 1\1.
P.E. NO.: 47857 ~,l! No. R~ ~7S_.57 Sl
LICENSE EXPIRATION DA lE: 12/31 /05 * Exp. I JI D~ 1<
.P, -~-
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISlERED 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 SllE.
BY: l \/\, ·~/JM
DEVELOPER
HALL LAN) COMPANY, INC.
10675 SORENTO VALLEY ROAD, SUITE 200-B
SAN DIEGO, CA 92121
858/558-3310
DATF· ~/Jz lo,; 7
c,v,1.. i<-"'"
o•c"\~o i-d\'-~-
LEVANTE:
'!:.
-_-
----=· =--=-=-c, .. =--... _ --.,,,,c--. ---_
SHEET INDEX MAP
SCALE: 1" = 50'
~
ofy,""
SITE
CITY DP LEVN>ITE
CARLSBAD STREET
~~~
---1 LEUCADIA EL VD. Cl..1\/El>tiAIN ROAD
CITY OP
SAN MARCOS
N
j
-EiD-
1
TJ.405.EROS.
F'G. 114 7 (.J2)
I .
CITY DP ENC/NIT AS
LEGAL DESCRIPTION
VICINITY MAP
NO SCALE
LOTS 227 AND 228 OF LA COSTA VALE UNIT NO. 1. IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 7457, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO Cou-JTY. OCTOBER 18, 1972.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS Tl£ NAD83,
ZONE 6, GRID BEARING BETWEEN PT.#3039 AND PT.#3040
ON R.O.S. 13868, (BOTH HAVING A CALIFORNIA COORDINATE
VALUE OF FIRST ORDER OF ACCURACY OR BETTER).
I.E. N 88'50'50" E.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED FROM A FIELD
SURVEY PERFORMED BY SNIPES-DYE ASSOCIATES, DA TED JUNE, 2002.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSOR'S PARCEL NUMBERS
233-170-21 & 22
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 334. E 1695
BENCH MARK
DESCRIPTION: 3• BRASS DISC STAMPED "CITY Of CARLSBAD AERIAL
CONTROL LS 4324"
LOCATION: LA COSTA AVENUE, APPROX. 280 FT. WEST OF INTER.
WITH ROMERIA STREET.
ELEVATION: 109.60 MSL DATUM: U.S.C. & G.S. OF 1929
REFERENCE DRAWINGS
TM 3036
416-1
LEVANTE IMPROVEMENTS
ON-SITE IMPROVEMENTS
EARTHWORK QUANTITIES
CUT: 1,700 CY
FILL: 4,070 CY
IMPORT: 2,30D CY
EXPORT: 0 CY
REMEDIAL: 4,500 CY
~,::. SDA 1r, il_i;C<J!i.P i'i-AtvS
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS.
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS.
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS .
THE 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 MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 5422, 5423 &: 5424 DA TED JJNE 18, 2003.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOSOILS, INC.
DA TED AUGUST 5, 2003.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N/A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED CATEG. EXEMPT
10. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY: SNIPES-DYE
ASSOC!AlES DATED JANUARY 13, 2004 (WDID NO. 937C325474).
11. STORMWATER MANAGEMENT PLAN PREPARED BY: SNIPES-DYE ASSOCIATES
DATED JAJIIJARY 6, 2004.
LEGEND
STD.
DESCRIPTION DWG.NO. SYMBOL
EXISTING CONTOUR ........•.••........••.•••••.••.•........
PROPOSED CONT OUR . . . • . • . . • • • • • • . . • • • • • • • • • • • • • • • • • • • • . • • • • --290--
PROPOSED SPOT ELEVATION ••...•...••••••••••••••••••••••••• ~
EXISTING SPOT ELEVATION .•.......••••••.•••....••••••..... X :'90.01
BERM TOP Of SLOPE ......••..•....••••••. DETAIL SHT. 2 ••••• ))))))))
SLOPE (2:1 CUT/FILL) ..••••.•....•••••••••••••••.••••••••• -:1_tr
DAYLIGHT LINE ••.......••••••.••......•.•••••••••••••••••• --Iii--
DIRECTION OF DRAINAGE ( lll: MIN.) ......................... . -
A.G. PAVEMENT le BASE ..•••••••••....••••... *· .••••••.•••.
CONCRETE WALK •.••••••••••....•.•••••••• SORSD G-7. . • • . • • • • ~{);Y,/:':'.;;:::; ;~I
BU I LD I NG PER I METER ....••.•••....••.•••........••••••.•••.
AREA DRAIN (12" X 12•) •••••••..••••••• DETAIL SHT. 2 ..... [!]]]
STORM DRAIN, PVC SDR-35 (4" U\LESS OTHERWISE SHOWN) ..•••. -----
CURB OUTLET PER .••••••••••••••••••••••• SORSD D-27 •••••••• ,, ·JI ---...i~·
; .. '' . ,
CURB OUTLET PER .....................••• SDRSD D-25 •...•••. -ta~~JI
MASONRY BLOCK RETAINING WALL (BY SEPARATE PERMIT) ....•••• -----
MASONRY BLOCK SITE/SOUND WALL(BY SEPARATE PERMIT) ....•••.
*SEE IMPROVEMENT PLANS DWG. NO. 416-1
SHEET INDEX
SHT, NO. DESCRIPTION
1. GRADING TITLE/NOTES
2. GRADING DETAILS
3. GRADING PLAN SHEET
4. GRADING PLAN SHEET
5. EROSION CONTROL NOTES/DETAILS
PLANNING DEPARTMENT APPROVAL
165 L.F.
14 EA.
165 L.F.
4 EA.
1 EA.
3075 S.F.
545 L.F.
\Mu i?-o~~i, 1~04h ~Ar. "qlti/o+
u 4AS)BUILTW , ..... ..__ .\"'!3 8/2.5'/05
MICHAEL J. HOLZMILLER, PLANNING DIRECTOR RCE S,0477 EXP. 6/30/07 DATE
-'~ /4-~ CATE 4'/22{,1/ REVIEWED BY: (SIGNED) .4
RECOMMENDED BY: Grl<£J_o~f H. hs t/( 7~ &:..,., -~ 4-,0s-NT NAME) INSPECTOR -~, D 1E
I SH;ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
: NORTHPARK AT LA COSTA
APPROVED: LLOYD 8. HUBBS,6'T
A -J ~ • • ·> ~..,, CITY ENGINErn PE 2.78R9 EXPIRES 12/31/05 ATE
DWN BY: TCT PROJECT NO. DRA'MNG NO. DATE INITIAL DATE INITIAL CHKD BY: g-,:r
OlHER APPROVAL CITY APPROVAL RVWD BY: = CT 02-25 416-1A
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~ l!l(IST. e· I-IIGl-i ___ _,
WOOD l"l!NCE:
TO REMAIN
-~l-
r...--I I
•-!!lel/ATION S1-10WN ON PLAN
SECTION -'A-A'
<I • '1 • <I " •
• • 4" • 4 : ·4, -<!
NO SCALE
1!5' MIN.
-F'ROPOseo F'L!:XIGLASS l"eNCE
ON RETAINING WALL~
LANDSCAF'I: A~ITECrs
PLANS ITYPJ
F'l<OPOSeD FINIS-l GRADE
'-... F'l10POSeD
LJ ·4 • :<1 • <I •'(I
·-,· <\" •• -<I : ·4-. <I
RETAINING
WALL= C-3 I I
I I
rl---EXIST. RETAINING I I WALL TO REMAIN
r-L..J.1
L ___ J
• -l!Ll!VA TION S1-10WN ON PLAN
SECTION -'B-B'
NO SCALE
5'
F'l10POSl!:O RESIDS\ICE
!!XIST. !5' I-IIGI-I --i
WOODF'ENCE
I F'l10POSeD
RESIDB'lCI!
11
II
11
11
II
II
II
II
TO REMAIN
O.!I' ~ FINIS-l GRAD!!!
290.80 FF
PROPOSED
AREA DIIAIN
Af\O SU35U<F'ACI!
Dl1AINAGE SYSTEM
•-eL.eVATION SI-IOWN ON PLAN
SECTION -'C-C'
NO SCALE
E!XIST. !I' 1-ffQi.1 ---i
WOOOFENCE
TO ReMAIN
F'l10POSeD _ __,
RETAI~
WALL PE~
C-3
I
I
6'
J;--F'l10POSeD !I' I-IIGI-I
WOOD FENCE ~
LAf\OSCAPE
Al<O-llTECTS PLANS
(Typ.)
F'l1Cf'05ED FINIS-l GRAD!!
POOPOSeO
RETAINING
WALL 1"51 C-3
'II' -ELEV A TION SI-IOWN ON PLAN
TYPICAL SECTION -BIO-FIL TEA
NO SCALE
BACKFILL WITl-1------,_
NA TIVE MATERIAL
TO 90,; RELATIVE
COMPACTION
PIPE SIZE INDICATED ~--1
ON PLAN
3/4' MAX.
CRUSI-IED
ROCK
FINISl-l GRADE!
Tl<ENCI-I
EXCAVATION
6'MIN. -
12'MAX.
0
4'
F'l10POSeD RESIDS\ICE
4' z
MIN.
I' MIN.
PAD
TOP OF SLOPE
I
<'/ ~ ~
CONSTl2UCT ~ Pe:? GS-14 CDE:TAIL Al
DETAIL -TOP OF SLOPE BERM
NO SCALE
,---------!'OS 12'Xl2' LOW PROFILE --
ADAPTER AND NOS LNl~AL
OUTLET WITI-I 12" X 12" SQLJAl<E
GRATE OR APPROVED EQUAL
FINISI-IED
GRADE
MIN.
:i=t lo -~11 PVC S0ll.-35 lt.lSE.lt
,. {"I IN.
PVC SDR-35 RISER -----i
45° PVC 1/8 Ee-0 -,
Ii MIN.
PVC (SIZE
INDICATED ON PLAN>
DETAIL: STORM DRAIN TRENCH AND BEDDING
DEfAIL-1.2" AREA DRAIN (PVt)
SHALLOW INSTALLATION DETAIL -12" AREA DRAIN (PVT.)
ENGINEER OF WORK
ENGINEER Of WORK
§nlpes-Dye a!!!l!!!laclate!!!I
ch!N engineer.and land !!IU~ya,... 813' CENTER DRI , STE. t;, LA MESA, CA 91942
TE P ONE (619) ' ~9234 FAX (619) 460 OJJ
.,._.,.., I l.1,9"\ ~ u PA--
WILLIAM A. SNIPES R.C.E. 5 477 EXPIRES 06-30-05
NO SCALE
D ~UILT" i,...,_ . •IV\
RCE S0177' EXP. 6/30/06
REVIEWED~ < (/
INSPECTOR
NO SC.ALE.
8/25/05
DATE
su.2-. ~uA /1\ AECOA..P Pl.ANS /Op1/o1 r' DATE INITIAL
REVISION DESCRIPTION DATE ENGINEER OF 'M'.JRK
NO SCALE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
NORTHPARK AT LA COSTA
APPROVED: LLOYD B. HUBBS8r
A' tr•~ '-""fJiotiJ. 'fl(!" CITY ENG~ PE 238~XPIRES 12/31 /05 --A TE
DWN BY: TCT PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: iZ-~.:t:: CT 02-25 416-1A OTHER APPROVAL CITY APPROVAL RVWD BY: ;[U!-
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FEBRUARY 20, 2004 I
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295.7 TW
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SEE SHEET NO. 4
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MIN. ~IN-~
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---
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ENGINEER OF WORK
ENGINEER OF WORK
!!inipes-Dye a!!ii!!iiaciate!!ii
cw il engin-n. and land !!>urveyan.
8348 CENTER ORI , ISTE. (\ LA MESA, CA 91942
TELlfH01NE (619) 6 -9234 /FAX (619) 460-033
\)..-i,, • I ~ ~ ')-? 0,,_,
WILLIAM A. SNIPES R.C.E. 50477
EXPIRES 06-30-05
I
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'SI"
C0 f N
V
288.7 TW
287.3J;N,1
288.0 TW
284.0 BW
~:::._,I 286.0 TW
--=,==-11(0 ·t
I
7•50.40
_ 3" CURB OUTLET
s;tPER D-27, 284.44 IE
1.;
co
N
7+35.30
3" Cl.RB UTLET
PER D-27, 283.44 IE
r--
_!X)_
N
12" X 12" AREA ~-t---.!._II '\ I
DRAIN PER 4IJ , '\
CORECUQB
FACE (TYP.l
I
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) ) )--,--J"") ) )
,89.60 o:-.
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(TYPJ ~ 288.20 "'-° 282.041 Z'fo, 25 GR '°0. te J .
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202.59'
.. ,. -2 -;;•-pvc PIPES AND
I.J -l I -6" PVC OVERFLOW 29 -~ PIPE
-
"AR BUILT"
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RCE 50477 EXP. ~/3:)1'05 DATE
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285.39 GR
281. 7 IE
(281.42)
1 288.7 TW
285.3 BW
285.7 TW
282.0 BW
284.0 TW I 2{3I.3 BW
.
7•05.60 I
3" CURB OUTLET
PER D-27. 281.72 IE
I
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6+90.10
I~ 3" CURB dUTLET
PER D-27. 281.10 IE
6+81.25
(i;_ 3.5' WALK, MA TC><
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\b co
('1 EXIST. BACK OF WAL
!~ ~ N ~ " CO I
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lllx 6+48.00
_ CURB OUTLET PER
ci9-25, 279.60 IE
283.3 TW I .
280 o 'fJ,/'I I r
EXIST. STREET LIGHT ~~ REMAIN
EXIST. SDG e E VAULl[ TO REMAIN
E,,S,. ck,. W R'1 W "™"'"
EXIST. PACBELL RISE TO REMAIN
I ~ . a-,
REVIEWED BY: ~ SuA fl\ xE.CnRr, -, AN!,
£ & .... v 10/11/os INITIAL DATE INITIAL DATE INITIAL
REVISION DESCRIPTION ENGINEER OF WORK OTI-lER APPROVAL CITY APPROVAL INSPECTOR -DATE
l
I SH~ET I
PRIVATE . DRAIN NQTE.
/. THE pg,q.posE OF THE PRIVATE
/t/l,EA !)RAIN S YSTE.P. 15 TO
S(IPl't.E/"1£1\JT THC: SUR.FACE.
PP.AINA.GE.. IT IS NOT !N Tf.Nf)cD
To BE THE PAl/1ARY
COIV //E YA NCe SYSTEM AND
WA5 NOr {)E.SIG/'le/) AS '::,(,/C.H
2. AOl)/TIONAL All.EA DRAINS
/t\AY tvEe.D TO BE Al)D£O DUE
TO ACTUAL F/[..LD C.OA/DITI0/\JS .
CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
NORTHPARK AT LA COSTA
APPROVED: LLOYD B. HUl;lBS 9Y
4.Lc :4'~~ t/~'I CITY ENGi~ PE23 9EXPIRES 12/31 /05 ATE
TCT
I
I DRAWING NO. OWN BY: PROJECT NO_
CHKD BY: ~
RVWD BY: :rcR.. CT 02-25 416-1A
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ENGINEER OF WORK
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ENGINEER OF WORK
§nipelii-Dge associate/Ii
civil engineer!i and land !iUtveyoT!i
8~CENTER DRR, 'IE G, LA MESA, CA 91942
TE E ONE (619) 7-9~4 FAX (619) 460-033
,--. ,,w<;. -; v> o+
WILLIAM A. SNIPES R.C.E. 5 477
---
1----.--N
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18.00 "
10
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20'
30"
i-
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2.90-86 IE ~Z'I0-381. .---_ l
2.'fO-60 le. ~ FE0NCEJ0A~A~0o~~ Z.92.oo<ER. oq "'i ,~
293.15 s..-. 9 ,_&,.fUR~6SES ONLY <TYP.l 2 ~,00/E. I (() I I>'
l. '/3. '18 ,-;-,,-: □ I st Jff]°
233.65 FJE. -~=:.-,.~:-rr1~.,,..L~k~'-l.
293.15 PA D
, +48.83
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PERD-2 ,
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I
PRIVATE DRAIN NOTE
I. "Tl-I E ?U ~POS I:. OF THE PR IVAT E
AREA DRAIN S ysiEM \S TO
S VPPLE Me l\lT T/-1 1:; SURFAc.i;
DR A\NA 6 £:., IT 15 N0T IN.TE.NOc.D
TO &E. THe. PR I MARY CoNVE'fAWll::.
5'{ST l:;.'M ANO WAS /\loT Df:.516~1::D
A5 SlJC H--
2. ADDl i tONA L AREA DRAINS
MAY N'f:E.0 "fO se. A1>t>ED PUt
TO AC1UAI-F l~LD CONl)lilONS.
fsHml CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 5
GRADING AND EROSION CONTROL PLANS FOR :
NORTHPARK AT LA COSTA lL--~~~~IL T "
RCE !i04]7 EXP. 6 /30/07
B/2-5/05 l---+-----l~-------------,-------,-----,---,-,~A=P=PR~O=V=ED=,=L=LO=YD===B=.=H=v~s=ss=4~r~=========,
~d" cc :::r~ ~~ r/~--¥ DATE
REVIEWED P,
~ r ..e-,,.,,-, v 2.5 1 ECOR
INSPECTOR
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE IN\TIAL
OTHER APPROVAL CITY APPROVAL
ITTY ENGIN ~PE2~RES 12 31 05DATE
D\1/N BY: TCT
CHKD BY: ~
RVWD BY: ;J"L.F'-
PROJECT NO.
CT 02-25
DRAWING NO.
416-1A
EXPIRES 06-30-05 ~L ______ _'.Gl<~A:'.'.PH~IC~S::C~A~LE=--------------------------------------------------------------------------------------------------------------------;CA~l~l3;-2~(C;5)
\2Q605
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EROSION CONTROL NOTES
1. IN CASE OF EMERGENCY WORK IS REQUIRED, CONTACT JOE LAWN AT
858/558-3310 (PHONE NUMBER) ----------
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS 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 WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 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 TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION 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 WlTH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY
EROSION CONTROL PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS ANO THE FOLLOW1NG:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
A. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
B. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
A. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
B. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT TIHE
OPTIMUM LEVEL FOR TIHE GROWTH OF THE HYOROSEEDED GROWTIH.
C. HYDROSEEDING 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 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
D. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
E. 3 lbs. PER ACRE OF AL YSSUM ( CARPET OF SNOW)
F. 1 /2 lb. PER ACRE OF DIMORPHOLECA
G. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
H. EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
ITIEM A. OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITIHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL B'E TRANSPORTED TO THE JOBSITIE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED. ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATIE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT TIHE RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
TRACK WALKING SLOPES STEEPER TIHAN 6: 1
HARR0\\1NG AREAS 6:1 OR FLATTER TIHAT ARE SUFFICIENTLY FRIABLE.
RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTIH. i E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTIH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
i ~
t
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JCTION
r . . PER SCHO 1~ET AIL
<TYPICAL>
GQA VEL BAGS TO
OVB<LAP ONTO
Cl.RB
L
3 FT C0.9 Ml MIN.
l<l.NOFF
GAPS BETWEEN
BAGS ACT AS
SPIL.LWAY
CONTl<ACTQI.! TO INST ALL
THREE L.A YERS OF Gl<A VEL.
BAGS WITI-l ENDS 01/ERLAPED
DETAIL: GRAVEL BAG BARRIER
NO SCALE
EXISTING
GROLW
1
14'MIN.
50'MIN.
PROFILE
3/4" -I" CRUSI-ED ROCK
50'MIN.
,.,-7'"' Pl.a.IC i:?IGI-IT-
OF-WA Y
T ~ '~
PQOVIDE APPl:>OPQIA TE TRANSITION 131:TWEEN
STABILIZED CONSTl<UCTION ENTRANCE AND
PLBLIC RIGHT-OF-WAY
DETAIL: STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
--..j
r-o--------0-------' '\ '.'qi-i 1 1
2R! H 1 ' : ~492
i I I I i -._,
~-'·,.__,
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7457
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\. S ABILIZED COIIIISiRUCTION
V ,] ErTRANCE F 5 DETAIL
I. SET POSTS AI\O EXCAVATE A
4 BY 4 IN CIO BY 10 CM>
TRENCH LPSL.OPE FROM AND
AL.ONG Tl-E L.INE OF POSTS.
3. ATTACH Tl-E FIL.151 FAOOIC TO
Tl-E WIRE FENCE AI\O EXTEI\D IT
INTO THE TRENCH.
' ~ ~
2 STAPLE WIRE FENCING TO
TI-E POSTS.
4. BACKFIL.L. Ar-D CO~ACT TI-E
EXCAVATED SOIL..
DETAIL: SILT FENCE BARRIER
NO SCALE
ENGINEER OF WORK
ENGINEER OF WORK
!!inlpe!!!li-Dye a1111aclate•
civil englnee,.. and land •urveyarw
834eENTER DRl~TE.fo, LA MESA, CA 91942
TEL PH NE (619) 6 912'34 FAX (61)) 46 2033
I_..,._ , ~ 1/l~ i,,t-
wiwAM A. SNIPES R.C.E. 50477
EXPIRES 06-30-05
\
-
V
294, '\
' ' i '
12"
MIN.
6" MIN.l
3/4" GRAVEL
::-"-: ;,,,,,::-:->-~x,,·
EXISTING GROLND~
' I
I
, I
SECTION
LEGEND
Tl-E FO..LOWING BMP'S FROM CAL TRANS ARE TO BE UTILIZED ,
PESCR1PIION
I. SCI-EDl..l.lNG SS·I
2. Pl2!:56?VATION OF EXIST. VEGETATION SS-2
3. TEMPOOARY SEEDING e PLANTING SS-2, SS-4
4. I-IYDROSEEDING SS-3, SS-4, NOT!!: I
5. DUST CONTROL WE-I
6. DITCI-ES e BERMS SS-9
7. SILT FENCE SC-I, DETAIL -X--X-
8. GRAVEL. BAG BARRIER SC-6, SC-8, DETAIL. C) I I
9. BERM TOP OF SLOPE 55-9, DETAIL. ( ( ( ( ( ( (
10. 11\LET PQOTECTION SC-10, DETAIL 0
II. STRAW WATTLES SC-5 -0----0--0-
12. MATERIAL. DELIVERY f; STOl<!AGE WM-I
13. CONCRETE WASTE MANAGEMENT WM-8
14. SOLID WASTE MANAGEiVENT WM-5
15. SANITARY WASTE MANAGErvENT WM-9
16. 1-lAZARDOJS WASTE MANAGEMENT WM-6
17. EMPL.OYEE f; SLBCONTRACTOR TRAINING CA 40
18. SPIL.L Pl2EVENTION e CONTROL WM-4
19. VEl-llCLE e EQUIPMENT CLEANING NS-8
20. VEl-llCLE e EQUIPMENT R..B.ING NS-9
21. VEl-llCL.E e EQUIPMENT MAINTENANCE NS-10
22 WATER CONSERVATION NS-I
23. STRUCTU<E CONSTRUCTION e PAINTING CA 3
24. PAVING OPERATIONS NS-3
25. STABIL.IZED CONSTRUCTION ENTRANCE DETAIL. ~
12"
MIN.
_[6" MIN.
---=
750 w=.
250 EA.
30YDS.
GRAVEL BAG
/ GRAPI-IIC SCALE
\ et.81::,1 r ' eUILr
NOTE• CONTRACTOI<! TO MAINTAIN BARRIER l 8/26/06 T~OUGl-l Tl-e ENTIRE CONSTRUCTION
PERIOD RCE ..5D_477 EXP. 6{30l07 DATE
DETAIL: SEDIMENT BARRIER REVIEWED BY: ....,,;;:&,.,.~ ,111,1"s-NO SCALE
INSPECTOR -DA
I SH~ET I CITY OF CARLSBAD I SH~TS I
' ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
NORTHPARK AT LA COSTA
APPROVED: LLOYD B. f-lUBBS4r ~ u:,,,_. C '.,,,t_ ~tj
. PE ifsag EXPIRES 12/31 /05 DA TE
8/25 SPA /1\ RECOA.&J ,-J£1'1tvS OWN BY: TCT PROJECT NO. DRAWING NO. □AlE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 11.i~
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL RVl'<O BY: ::n .. e. CT 02-25 416-1A
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