HomeMy WebLinkAboutDWG 505-4A; SDP 2017-0002; PACIFIC VISTA COMMERCE CENTER; 01-23GRADING NOTES
{IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD
MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE
CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROI/Al OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROI/AL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR
ANY WORK IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT
MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED
GRADING NO T£S {CONT.,)
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS
REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING
PLANS FOR THIS PROJECT, DRAWING NO. 505-4L, AND/OR AS DIRECTED BY
THE CITY ENGINEER OR CITY PLANNER.
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 BE REMOVED WIT/-1/N 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
(f!BOVE GROUND ANO 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. ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR
EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY
MUST HAVE A RATING OF ':4-" OR BETTER AND A SIZE CATEGORY OF CLASS 32. 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.
W OR BETTER AS ESTABLISHED BY BESTS KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(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. APPROI/Al 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 OBlAINED ANO A VALID GRADING PERMIT HAS BEEN
ISSUED.
8. 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 ANO 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 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 ANO (C) COMPACTION
CURVES, SHALL BE SUBMllTEO 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 WITHIN 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 Tl-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED
GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL
ENGINEER OF THE STA TE OF CALIFORN!4 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 INVEST/CATION. DAILY FIELD COMPACTION REPORTS Will BE
SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A
CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891
AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE
CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO
COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING
PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL
BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE
AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR ro
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 AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK
DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/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
SUBMllTED A DETAIL PLAN TO THE 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. IF 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
SUBMllTED 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. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERM/TTEE 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 6:00 P.M. 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 MATER!4L SHALL BE OBTAINED FROM, AND WASTE MATER!4L 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 EXCEPT ALONG HA>WIR DRIVE.
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 SHOWN AS A 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 ANO CROSS SECllON. THE SITE SHALL BE LEFT IN A NEAT ANO
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.
UNDERGROUND SERVICE ALERT (800) 422-4133
SDG&:E (BOO) 660-7343
PACIFIC BELL (800) 892-0123
TIME WARNER CABLE (760) 438-7741
COX COMMUNICATIONS (760) 806-9809
CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 434-2980
• CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED WATER) (760) 438-2722
• SAN D/EGU/TO WATER DISTRICT (760) 633-2650
• LEUCADIA WASTEWATER DISTRICT (760) 753-0155
• VALLECITOS WATER DISTRICT (760) 744-0460
• OLIVENHAIN WATER DISTRICT (760) 753-6466
• BUENA SANITATION DISTRICT (760) 726-1340
• OCEANSIDE SEWER DISTRICTS (760) 435-4500
• CITY OF WSTA (ENGINEERING) (760) 639-6122
• AS APPROPRIATE
JJ. PERMIT COMPL!4NCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS 15. 16. 120 A8
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROI/AL 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 SUPERWSING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. All EROSION CONTROL, SLOPE PLANTING AND
/RR/CATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO 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. Tl-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 THE 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. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL REPORT, PACIFIC WSTA
COMMERCE CENTER (CARLSBAD OAKS NORTH BUSINESS PARK-LOT 23)
CARLSBAD, CALIFORNIA" PREPARED BY GEOCON, DATED JUNE 14, 2017
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IS SAID SOILS REPORT.
36. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO THE
SATISFACTION OF THE CITY ENGINEER.
'tJ£CLARA TION OF R£SPONSIBL£ 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 CONSISTENT WITH CURRENT STANDARDS. I
UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM.· SB&:0, INC.
ADDRESS.· 3990 RUFFIN ROAD, SUITE 120
CITY, STATE.· SAN DIEGO, CA. 92123
TELEPHONE (858) 560-1141
BY.·
MRON PARKER R.C.E. 68547
REGISTRATION EXPIRATION DATE.· 9-30-19
DATE
SOILS £NGINE£R'S C£RTIFICAT£
I, EMILIO ALVARADO, A REGISTERED GEOTECHNICAL 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 SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES OF OCTOBER 2004 AND MAY 2017 TWO COPIES
OF THE SOILS REPORT DATED JUNE 14, 2017, COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER.
SIGNED:
~ ?-Ol'ESS[a C __ ._/ .. _ ;;;-"'o ALv-11>.,, -~--~=--------~ 0
R.C.E. NO.: 66915 l I _
DATE.· /t) /Z... I r
LICENSE EXPIRATION DATE.· { I, 0 I I 6
OWNER'S C£RTIFICAT£
No. 66915
CJvl\...
OF" cP..'-~
0
I (WE) HEREBY CERllFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERWSE OVER-ALL GRADING ACTIWTY
ANO ADWSE ON THE COMPACTION ANO STABILITY OF THE SITE.
GATEWAY PACIFIC Vltw, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY
BY RREEF AMERICA, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY,
ITS INVESTMENT ADVISOR
GING DIRECTOR
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 209-120-25-00
OF THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 1994-6252.
R£F£R£NC£ ORA WINGS
415-9/
415-9J
415-9W
415-9X
SPECIAL NOTES
FOR SPECIAL NOTES SEE SHEET 2.
SH££T INDEX
SHEET NO.
1
2
3-4
5-8
9-14
15
16-23
II
DESCRIPTION
TITLE SHEET
NOTES, DETAILS ANO TYPICAL SECTIONS
BMP DETAILS
ROUGH GRADING PLANS
STORM DRAIN PLAN AND PROFILES
BMP PLAN
RETAINING WALL PLANS
--------
PACIFIC
OCEAN
SCALE.· 1 " = 200'
LEGAL DESCRIPTION
LOT 23 OF CARLSBAD OAKS NORTH PHASE 3 PER MAP NO. 16145.
EARTHWORK QUANTITIES
GRADED AREAS:
CUT QUANTITIES.·
FILL QUANTITIES:
IMPORT:
26.1 AC.
8.3,250 C. Y.
92,350 C.Y.
9,100 C. Y,
MAX. CUT SLOPE RATIO:
MAX. FILL SLOPE RATIO:
2:1
2:1
QUANTITIES SHOWN ARE FOR ESTIMATION PURPOSES ONLY. QUANTmES ARE GEOMETRIC
ONLY AND DO NOT INCLUDE SHRINKAGE AND BUILDING FACTORS.
SOURCE OF TOPOGRAPHY
BASE TOPOGRAPHY WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN-LO
AERIAL SURVEYS ON MARCH 14, 1996. TOPOGRAPHY SHOWN HEREON CONFORMS
TO NATIONAL MAP ACCURACY STANDARDS.
POST-CONSTRUCT/ON BMP TABLE
AWARA PKWY.
~ POINSETTIA
LANE
VICINITY MAP
NOT TO SCALE
S. MELROSE
OR.
L£G£NO ~ EXISTING
EXISTING STORM DRAIN PIPE
EXISTING TYPE ':4-4" CLEANOUT
EXISTING TYPE "B-1 " CURB INLET
EXISTING CONTOUR
EXISTING CURB AND GUTTER
EXISTING STRIPING
EXISTING G4S
EXISTING ELECTRIC
EXISTING SEWER MAIN
EXISTING WATER MAIN
EXISTING RECLAIMED WATER MAIN
EXISTING FENCE
EXISTING STREET LICHT
EXISTING FIRE HYDRANT
:-::i
··-----296 _____ __,,
Ci
' -----[_
--s
-------\✓
·--Rlt/
--x--x
()---tJ-
:,,0~
STORM WATER TREATMENTS THAT APPLY.·
□ STANDARD STORMWATER REQUIREMENTS
181 PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM HYDROMOOIFICATION
□ YES
I.D.
1-5
6
TYPE
BIOFILTRATION
TC-32
DETENTION
TC-22
TOTAL LOT AREA = 26. 1 AC.
TOTAL DISTURBED AREA = 26. 1 AC.
DESCRIPTION
TREATMENT AND
HMP CONTROL
HMP CONTROL
OWNERSHIP
PRIVATE
PRIVATE
181 NO
MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
BMP MAINTENANCE 15 2 TIMES PER
AGREEMENT YEAR (MINIMUM)
BMP MAINTENANCE 15 2 TIMES PER
AGREEMENT YEAR (MINIMUM)
WORK TO 8£ DON£
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL
GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT
LANDSCAPING ANO PREPARATION 00 AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO
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.
STANDARDS ANO SPECIFICATIONS
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD ENGINEERING STANDARDS.
3. THIS SET OF PLANS.
4. SOP 2017-0002 DATED JULY 21, 2017.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT ANO RECOMMENOAllONS BY GEOCON INC. DATED JUNE 14, 2017.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SB&:O INC.
DATED J.O-JJ.-17 WOID NO . .il1C 38\'1_.,.S_,•t __
9. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY SB&:O INC.
DATED LO-J:..(,-_J:L_
10. CALIFORNIA STORM WATER QUALITY ASSOCIAllON BMP CONSTRUCTION HANDBOOK AND
CALTRANS CONSTRUCTION SITE BMP MANUAL.
L£G£NO
DESCRIPTION OWG. NO. SYMBOL QUANTITY
PROJECT BOUNDARY
CENTERLINE
CURB AND GUTTER
LOT LINE
DIRECTION OF DRAINAGE
CONCRETE DITCH
EASEMENT LINE
SLOPE (2:1 MAX)
CURB
PROPOSED CONTOUR
DAYLIGHT LINE
SUBGRADE £LEI/AT/ON
RETAINING WALL (MASONRY)
RETAINING WALL (SEGMENTAL)
TOP OF CURB ELEVATION
FINISH SURFACE SPOT ELEVATION
FINISH GRADE SPOT ELEVATION
FLOWLINE ELEVATION
TOP OF WALL ELEVATION
JO" HOPE STORM DRAIN PIPE
24" HOPE STORM DRAIN PIPE
18" HOPE STORM DRAIN PIPE
12" HOPE STORM DRAIN PIPE
12" RCP STORM DRAIN PIPE
18" RCP STORM DRAIN PIPE
STORM DRAIN HEADWALL
PRIVATE STORM DRAIN CLEANOUT
PRIVATE STORM DRAIN CLEANOUT
PRIVATE CURB INLET( If 'x •{ ')
PRIVATE CURB INLET
PRIVATE GRATED INLET
PRIVATE BOX AR&I DRAIN
RIP-RAP
OUTLET CONTROL STRUCTLIRE
ROOF DRAIN LATERAL CONNECTION
0-75*
C-6, C-7 (SORSD)
SHEETS 16-23
HOPE WATERTIGHT IB
(PER ASHTO)
HDPE WATERTIGHT IB
(PER ASHTO)
HDPE WATERTIGHT IB
(PER ASHTO)
HOPE WATERTIGHT IB
(PER ASHTO)
HDPE WATERTIGHT IB
(PER ASHTO)
HDPE WATERTIGHT IB
(PER ASHTO)
D-34 (SORSO)
--~1----
\~UT
-1'7LZ---'~
385.0 S.G.
120.0 r.c.
• 120.0 F.S.
' 120.0 F.G,
• 120.0 f.
• 120.0 r.w._
•
====~
0-9 TYPE ':4-4" (SDRSO) = ==!B== =
D-10 TYPE "B-5" (SORSO) = ===0== =
D-2 TYPE "B" (SDRSD)* = ===G:J
0-3A TYPE 't'" (SORSD) = ===le]
0-8 TYPE "G" (SDRSD) = ==[O:::= =
PER PLAN
D-40 (SDRSD)
DETAIL ffi
---@
ROOF DOWN DRAIN ~
py,: C.VILS INU':1 0·2 ·rYPe i•I (oN/!v/,rlt,)* ~
250 L.F.
600 S.F.
8, 100 S.F.
482 L.F.
1,842 L.F.
922 L.F.
106 L.F.
25 L.F.
19 L.F.
7 EA.
8 EA.
1 EA.
7 EA.
4 EA.
J EA.
J &I.
9 EA.
4 EA.
Z tA,
* AS MODIFIED BY THE CITY OF CARLSBAD STANDARD DRAWINGS, VOLUME .3, CHAPTER 2.
u z
f 1L.f\N,"'JtNG ENCINC:.E::RING SURVEYING
3990 Ruffin Road, Suite 120
San Diego, Ca. 92123
85&580-1141
85&560-81 57 Fax
72882.20 M1-;;iARh:-✓ DATE
11 AS BUILT"
IL+ ik..-
R~E C G8547 EXP, q-30-/q
/1
REV:'E'.l,l,l), BY, ( L IVDV {j's_;(/\, ) )
-INSPECTOR
DATE
· DATE (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC
IMPROVEMENTS AND TEMPORARY DISTLIRBANCE SUCH AS VEHICLE ANO EQUIPMENT STAGING
AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL
CUTS AND SLOPE KEYWAYS)
TOTAL REPLACED IMPERVIOUS AREA = 0
1 sH,EET I CITY OF CARLSBAD ~ f----l----t-----------------1---1---.J----l-----l ENGINEERING DEPARTMENT 3
l---+----+----------------~l----+---1----.1-----1
1---1---l-----------------+----l---+---l-----l ROUGH GRADING PLANS FOR: TOTAL PROPOSED IMPERVIOUS AREA = 2.J.5 AC.
CITY BENCHMARK:
DESCRIPTION: 2" ALUMINUM DISC. STAMPED C.P S CONTROL
PT. 2002.
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT
ROAD, .JOO FEET WEST OF MELOROSE DRIVE
RECORD FROM: R.O.S. 17271 (PT. NO. 71)
ELEVATION: 444.00 M.S.L. DATUM: N.C. VO. 1929
PACIFIC VISTA COMM£RC£ C£NT£R
TITLE SHEET
GR 2017-0039 ,· •
3-26-fq 11.P. AS-BUILT APPROVED: (.L~'I, 11 ~-+ JASON ;i/;fi~7~T
l-'6'-'•'lcc1c_·._.-l8-+-.._A.._. P.._. -1w.~1~\~f:_.:V_._l::.CS[~()'-S--.,1/._..E'.c"-["75,_,_4,c.c6.,_, 8...,,_._l.._2 '". '1,_..0_...{)_,$,.,,,Pcct._,,W."'flc,,.lK'.'__+----1----¥-Ji.< f,l-;.f'!'.tP,L+=:S:::::~_._< --1 CITY ENGINEER/ PE 63912 EXPIRES 9/30 /18 o'A TE
IINP£RfJRI/IN;O/!leri: S./J. l!NE 'F',' OWN BY: SB&O PROJECT NO. DRAWING NO.
DATE INITIAL DAlE INITIAL HK BY V/.
REVISION DESCRIPTION cRVWDD BY:. SOP 2017-0002 505-4A OTHER APPROVAL CITY APPROVAL
DAlE INITIAL
ENGINEER OF WORK
AS-BUILT
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R/W 72' R/W
f
10' 26' 26' /0'
I 5' 4.5' 4.5', 5' I
' I '
r2% 2J --2.. 2% 2% ~-r T----
TYPICAL S£CTION ~ £XIST. WHIPTAIL LOOP
P£R DWG. 415-9J
R/W
NOT TO SCALE
30 M.P.H DESIGN SPEED T.l.=7.0
72' R/W
10' 26' 26' 10'
7' g' 10' /0' g' 7'
2% 2% ~ -~ --=c-:'.T'~ "" ----
VARIES~ ---2 ~ 2
= ::: . ""~;,~ --= :i ~
3.5' (MIN.)
12" OR 16" r \ l() ~I
UP TO 54"~-J 'I'' <oj ,~
STORM DRAIN /
8" RECLAIMED/ , '
r \ / y----WATER MAIN y ~/
'--.___/6" WATER MAIN
A.C. PAV/NC
WITH BASE WATER I
8" SEWER MAIN_/
TYPICAL STCTION ~ £XIST. WHIPTAIL LOOP
{UTILITl£5_) P£R DWG. 415-9J
3' 17.5' PARKING
NOT TO SCALE
24' FIRE LANE
VARIES
1% MIN.
5% MAX.
15' PARKING
6" TYPE "G-2" CURB -=' -v-'
ANO GUTTER
4" A.C. PAVING
OVER 4" BASE
T.l.=4.5
4" A.C. PAVING
OVER 7" BASE
T.l.=6.5
TYPICAL SECTION ~ ORIVEWA y 1)1 II
NOT TO SCALE
10'±
_?!I.
BUILDING
':4"
BUILDING "c"
BUILDING
"'c"
4" P.C.C.
SIDEWALK
BUILDING ':4.
4" P.C.C.
SIDEWALK
6" TYPE
't'-1 11 CURB
14.5' 1 7. 5' PARKING 24' FIRE LANE 17.5' PARKING
BUILDING
~" OR 1'8"
4" P.C.C.
SIDEWALK
10'±
6" TYPE "G-2" CURB
AND GUTTER
BUILDING 'fl,,
4" P.C.C.
SIDEWALK
10'±
1'-!.
6" TYPE
"G-1" CURB
4 " A. C. PAVING
OVER 4" BASE
VARIES
1% MIN.
5% MAX.
4,, A. C. PAVING
OVER 7" BASE
T.l.=6.5
_?!I.
6" TYPE
"G-1" CURB
TYPICAL SECTION ~ ORIVEWA Y ''B''
17.5' PARKING
NOT TO SCALE
24' FIRE LANE 15' PARKING
VARIES
1% MIN.
5% MAX.
,>-·c, 9i ,s,_ --0".Sa
FINISHED SURFACE <::,;.,,Jfri.-;s,
4" A.C. PAVING
OVER 4" BASE
T.l.=4.5
TYPICAL SECTION ~ ORIVEWA Y ''C"
NOT TO SCALE
1'
-6" TYPE ''G-2" CURB
AND GUTTER
60'
2%
. ' .
60'
VARIES
72'±
6" TYPE
"G-1" CURB
70'±
~RIES
1% MIN.
5% MAX.
. " '.,
...,...p;:\ -t'.-:,\
7" P.C.C. PAVING OVER SUBGRAOE
AT 95% R.C.(SEE GEOTECH
RECOMMENDATIONS)
15' PARKING
TYPICAL SECTION ~ ORIVEWA y 1'/) II
NOT TO SCALE
120'
VARIES
7" P.C.C. PAVING OVER SUBGRADE
AT 95% R.C.(SEE GEOTECH
RECOMMENDATIONS)
TYPICAL SECTION ~ ORIVEWA Y "£11
17.5' PARKING
2%± -
NOT TO SCALE
24' FIRE LANE
( FINISHED SURFACE
5%± ~
4 " A. C. PAVING
OVER 7" BASE
T.l.=6.5
17.5' PARKING
4" A.C. PAVING
OVER 4" BASE
T.l.=4.5
TYPICAL SECTION ~ ORIVEWA Y 11"11
If:
VARIES
6" TYPE
"C-1" CURB
If:
VARIES
1-E
17.5' PARKING
NOT TO SCALE
24' FIRE LANE
VARIES
1% MIN.
5% MAX.
4" A.C. PAVING
OVER 4" BASE
T.l.=4.5
17.5' PARKING
TYPICAL SECTION ~ ORIVEWA y 11(;1'
75' PARKING
NOT TO SCALE
24' ARE LANE 17.5' PARKING
,>-'C> 9t;· VARIES
1% MIN.
5% MAX.
-<>~
FINISHED SURFACE <'.,,--t-:J~
4" A.C. PAVING
OVER 4" BASE
T.l.=4.5
-<iV::--\ .-..
TYPICAL SECTION ~ DRIVEWAY 'i{1'
NOT TO SCALE
7.5'
If:
VARIES
6" TYPE "G-2" CURB
AND GUTTER
BUILDING
"B"
6" TYPE "G-2" CURB
AND GUTTER
~RIES
6" TYPE "G-2" CURB
ANO GUTTER
EASEMENT NOTES
<i> PROPOSED WATER EASEMENT
0 EXIST. EASEMENT FOR PUBLIC STREET AND
PUBLIC UTILITY AND INCIDENTAL PURPOSES,
RECORDED JANUARY 23, 2007 AS INSTRUMENT
NO. 2007-0047586 OF OFFICIAL RECORDS.
NOT£:
ALL STRUCTURAL SECTIONS SHOWN HERE
ARE PRELIMINARY ONLY. FINAL STRUCTURAL
SECTIONS SHALL BE BASED ON R-VALUE
TEST BY CEOTECHNICAL ENC/NEER.
.,
SPECIAL NOTES:
THE FOLLOW/NC NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF
WORK. THE CITY ENGINEER's SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE
NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BOTH
VERTICAL AND HORIZOND4L PRIOR TO COMMENCING GRADING OPERATIONS.
2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES SUFFICIENTLY
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF
LOCATION OF EXISTING UTILITIES .
3. LOCATION AND ELEVATIONS OF IMPROVEMENTS. TO BE MET BY WORK. SHALL BE CONFIRMED BY
FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK.
4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY SUBGRADE
ELEVATIONS AND SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH GRADES SHOWN.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER,
THE CITY, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN
CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
6. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF THE
SD4TE OF CALIFORNIA SAFETY ORDERS.
7. QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES
ONLY. THE CONTRACTOR IS TO ESTIMATE HIS OWN QUANTITIES FOR BID AND NOTIFY THE ENGINEER
OF ANY SIGNIFICANT DISCREPANCIES.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOl) THE FIELD CONDITIONS
AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF FIELD CONDITIONS DIFFER
FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT
SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PLANS. AND (TO OBD4/N}
PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSD4LLING STORM DRAIN
STRUCTURES.
9. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR
REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND
AND EQU/~LENT PER THE APPROVED PLANS BY THE OWNER/PERM/TT££
10. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATION OF RECORD.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR
REMOVAL OF EXISTING UTILmES AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINWNING ALL S. W.P.P.P. (N.P.D.£S.) DOCUMENTS
ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND SD4TE REQUIREMENTS.
12. ALL RETAINING WALL SUBDRAINS SHALL BE INSTALLED PER SPECIFICATIONS OF THESE PLANS OR
GEOTECH RECOMMENDATIONS AND SHALL BE CONNECTED OR STUBBED TO NEAREST STORM DRAIN
PIPES.
13. IMPERVIOUS LINERS FOR BMP's SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 72" MIN.
AND BE SEALED. LINER SHALL BE SEALED WITH MASTIC TO ALL STRUCTURES. ALL PENETRATIONS
SHALL BE SEALED.
LIST OF ABBREVIATIONS
EXIST.
R/W
TYP.
F.G.
T.C.
F.F.
S.G.
AC.
f
f
I[
MIN.
DIA.
S.F.
LP.
R.C.P.
T.W.
S.M.H
DEPT.
HP.
F.S.
C.B.
EXISTING
RIGHT-OF-WAY
TYPICAL
FINISHED GRADE
TOP OF CURB
FINISHED FLOOR
SUBGRADE
ACRE
PROPERTY LINE
CENTERLINE
FLOW LINE
MINIMUM
DIAMETER
SQUARE FEET
LOW POINT
REINFORCED CONCRETE PIPE
TOP OF WALL
SEWER MANHOLE
DEPARTMENT
HIGH POINT
FINISHED SURFACE
CATCH BASIN
c.o.
D.G.
P.C.C.
STA. owe.
MAX.
ELEV. o.c.
SIM.
ST. LT.
PVT.
OWY.
PKWY. s.o.c.o.
CTR.
MOD. s.c.o.
U.N.O.
/.£
C. Y.
A.C.
CLEANOUT
DECOMPOSED GRANITE
PORTLAND CEMENT CONCRETE
SlJiTION
DRAWING
MAXIMUM
ELEVATION
ON CENTER
SIMILAR
STREET LIGHT
PRIVATE
DRIVEWAY
PARKWAY
STORM DRAIN CLEANOUT
GUTTER
MODIFIED
SEWER CLEANOUT
UNLESS NOTED OTHERWISE
INVERT ELEVATION
CUBIC YARD
ASPHALT CONCRETE
MIRAA 140N FILTER FABRIC
AT ROCK/SOIL INTERFACE
~RIES
6 • TYPE "G-2" CURB
AND GUTTER
• <o
HOPE PIPE
COMPACTED SOIL (PER PLAN)
NOT£:
SEE PIPE MANUFACTURES FOR ADDITIONAL
INSTALLATION REQUIREMENTS
TYPICA L DETAIL ~ HOP£
SB . u
2
PL.A.NNING ENGINEERING SURVEYING
3890 Ruffin Road, Suite 1 20
San Diego, Ca. 92123
858·560-1141
858-560-B1 57 Fax
72862.20
Af,,Vvw} i~ /C-30·11
MRONPARK, DATE
NOT TO SCALE
3-26-/q A.P. AS-811/LT
DATE INlllAL
ENGINEER Of WORK REVISION
TRENCH
DESCRIPTION
DATE INlllAL DATE INlllAL
OIBER APPROVAL CITY APPROVAL
11 AS BUILT"
~ ,iki..-:f-Zf;-lq
I RCE C/38547 EXP, q-30-1'1 DATE
/l
R~a-7uvt "'l ~/y;ftf
''INSPECTOR 'I DATE
I S~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 3
ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMMERCE CENTER
NOTES, DETAILS AND TYPICAL SECTIONS
GR 2017-0039 .
APPROVED: f I 'A' .. JASON S. tiDERT
•• V /I I t,,0/7 ,
CITY ENGINEER' PE 63912 EXPIRES 9/30/18 DATE
DWN BY: SB&O PROJECT NO. DRA'MNG NO.
CHKD BY: vl..
RVWD BY: SDP 2017-0002 505-4A
I
AS-BUILT
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I\J i ~ 0 ..., U,,J
I\J ~
w ~ ~ )>..o
7.5'
2.0%
6" CURB
AND GUTTER
' SUBDIVISIONl' BOUNDARY
{397.0)±
387.5
18" MIN. £MB£DM£NT~~
(ANCHOR)
0
3.5'
VARIES 17.5' TO 24.7' 1-------------'-'-'=::..__c-'--'-"----'--"---''-=--------------1 388.5 F.G. TO r::7
388.0
[1}
4
() '-' C () : .. <~
,_1 ••• :_-,:
5'
I
WS£L MAX= 388. 0
387.0 F.G. 0
391.8 F.G.
n· 1 CO'; J,' ~,.
~~ 18" MIN. £MB£DM£NT
(ANCHOR)
S.G.=384.5
A TYPICAL DETAIL ~ BIOFILTRATION BASIN NO. 2
382.8 F.G. TO
378.4 F.G.
18" MIN. £MB£DM£NT --
(ANCHOR)
3
376.0
5'
B
3
SCALE: 1" = 4 '(H)(V)
VARIES 40' TO 61'
0 0 0 0 □ o o u a g
S.G.=370.0
TYPICAL DETAIL ~ BIOFILTRA TION BASIN NO. 3
SCALE· 1" = 4 '(H)(V)
377.0
18" MIN.
---..-=£M8£DM£NT
(ANCHOR)
OPEN
SPACE
382.5 F.G. TO
385.5 F.G.)
EXIST. ~(n• 1) _,-'
GROUND -,,;-:" ,
te
' I
3'
BENCH
2' S.G.=375.5
372.0± F.G. TO
382.0 F.G. F
3
VARIES 12' TO 53'
.J.-,, WS£LMAX= 379.75
378.0 F.G.
378.50
S£GM£NTAL----
R£TAINING WALL
381.3 F.G.
BOTTOM OF WALL FOOTING AT LEAST
7' TO FACE OF SLOP£ (DAYLIGHT)
378.5
18" MIN. £MB£DM£NT ---~
(ANCHOR) .... · .. ·.· ·.· .. ·.·.· ....... ~~": . . .. . . .. . . . . .. h""r+r-r'~-·rr'ri''rr'rr'i-A
~~ 18" MIN. £MB£DM£NT
(ANCHOR)
~-0
S.G.=375.5 S.G.=375.5
E TYPICAL DETAIL ~ BIOFILTRA TION BASIN NO. 1
3
2· L
(MIN.)
380.0 F.G.
Wl£R=379.0
SCALE· 1 " = 4 '(H)(V)
SCALE· 1" = 40'(H), 1" = 8'(V)
BIOFILTRATION DETAIL NOTES
[I) PLANTING PER LANDSCAPING PLANS.
@ 30 MIL P.V.C. LINER. ALL JOINTS TO 8£ SEALED WITH 12" MIN. OVERLAP.
SEAL ALL PENETRATIONS.
QJ 4" SLOTTED P.V.C. SUBDRAIN (ASTM D-3034), 3" MIN. FROM BOTTOM.
SUBDRAIN WRAPPED IN MIRAFI 140N FABRIC "SOCK:
S. G. =372. 15
2.0%
VARIES 7.2' TO 25'
I 2.0%
R/W
I
0 OUTLET CONTROL STRUCTURE WIT!-/ GRATED TOP PER DETAIL ffi.
0 ORIFICE PLAT£. SE£ DETAIL (I).
6" CURB
AND GUTTER
370.0 F.G. 7V
375.8 F.G.
363.5
18" MIN. £MB£DM£NT-C:::-
(ANCHOR)
OPEN
SPACE
te
I
VARIES 40' TO 61'
364.0
5'
363.0 F.G.
7
S.G.=357.5
C TYPICAL DETAIL ~ BIOFILTRATION BASIN NO.
3 SCALE· 1" = 4 '(H)(V)
4.5' BENCH
365.0
12:1 ~--~
...__--'°'" 18" MIN.
£MB£DM£NT
{ANCHOR)
4
' _,, \
\
SEGMENTAL--------..__
RETAINING WALL
380.65
~-
. \
VARIES 2~
TO 30' . ,\
~
359.0 F.G. TO
369.0 F.G.
2.0%
WHIPTAIL
LOOP
376.85
WS£LMAx= 376.35
374.65 F.G. 375.65 -.J.·/-f='===='----h~::::!....:::~+-¥--P.::::;::::===::;=-----~,
_j: j • ~ v;:__
_...--or<i,,"/!;;:---~;:---i[l!..c-------:~(-B=O=TT,=O~M~OF WALL FOOTING AT LEAST
375.15 ~""' 375.65
18" MIN. ~----
£M8£DM£NT
(ANCHOR) '\ "'. '\ ,,,
D TYPICAL DETAIL
3
'\ .,, :, -l() QJ c::i
11
• <' l()
c::i
0
~~ 18" MIN. £M8£DM£NT
(ANCHOR)
372.15 S.G.
~ BIOFILTRA TION BASIN NO. 5
SCALE· 1" = 4'(H)(V)
7' TO FACE OF SLOP£ (DAYLIGHT)
.
0
2
PL.ANNING ENGINEERl'\JG sun\/EYING
3880 Ruffin Road, Suite 1 20
San Diego, Ca. 82123
86B-6B0-1141
66&560-6157 Fax
72B82.20
DAT£
3-26-fq
DATE
0 OUTLET PIP£ SE£ STORM DRAIN, SHEETS 9-14.
[Z] CLEANOUT PER SDRSD SC-01. RIM= F.G. + 0.5'
0 INSTALL WELL AGED SHREDDED HARDWOOD MULCH THAT HAS 8££N STOCKPILED
OR STORED FOR AT LEAST 12 MONTHS. MULCH MUST 8£ NON-FLOATING.
@J FILTER COURSE TO BE 3" CLEAN AND WASHED SAND (ASTM NO. 33)
OVER 3" LAYER OF ASTM NO. 8 STONE
iZg SOIL MEDIA, INFILTRATION= (BSM SPECIFICATION PER APPENDIX G OF
COUNTY OF SAN DIEGO L.lD. HANDBOOK JUN£ 2014)
PER COUNTY OF SAN DIEGO L.I.D. HANDBOOK:
SANDY LOAM
BSM
COMPOSmON SAND SAND SILT CLAY COMPOST
VOLUME 65% 20% 15%
W£/GHT 75%-80% 10% MAX. 3% MAX 9% MAX.1
9% COMPOST BY W£/GHT RESULTS IN APPROXIMATELY 5% ORGANIC MATTER
BY W£/GHT.
IZZJ AGGREGATE STORAGE LAYER ASTM NO. 57 ROCK.
~ 2-SACK SLURRY BACKFILL AROUND STORM DRAIN LINE, PIP£ ZONE
SLURRY BACKFILL TO START AT STORM DRAIN BOX AND EXTEND AT LEAST
5 FEET BEYOND SLOP£ FACE i9 SEAL PVC LINER AROUND PIPES:
US£ A PIP£ BOOT AND PVC SKIRT TO SEAL ALL LINER PENETRATIONS FOR PIPES,
PVC SKIRT SHOULD BE SEALED TO TH£ PARENT LINER PER MANUFACTURER's
RECOMMENDATIONS (TYPICALLY A WEDGE WELDER). Tl-/£ PIP£ BOOT SL££V£ SHOULD
B£ ATTACHED TO TH£ PIP£ USING BUTYL TAP£ AND STAINLESS STEEL BAND CLAMP.
ATTACH TH£ LINER TO CONCRETE STRUCTURES:
1. PREPARE A PVC SKIRT FOR CONCRETE STRUCTURE
2. ATTACHED TH£ LINER TO THE CONCRETE STRUCTURE USING A STAINLESS STEEL
BATTEN STRIP. ALSO ADHERE TH£ LINER TO TH£ CONCRETE USING A WATER PROOF "AS BUILT" ADHESIVE PER Tl-/£ MANUFACTUR£'s RECOMMENDATIONS (TYPICALLY A POLYURETHANE).
3. TH£ PVC SKIRT TO BE SEALED TO Tl-/£ PARENT LINER PER MANUFACTUR£R's b-, (l~ RECOMMENDATIONS (TYPICALLY A WEDGE WELDER). 3-26-fq IZ±J COMPACTED ALL RCE C68547J EXP, Cf-30·/q DATE
Ro/?111) _B~ Ii f/14/!f .rt!': 1' W}t---=:i = = " • I I ' INSPECTOR ,DATE
I SHJET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 3
ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMMERCE CENTER
BMP DETAILS
GR 2017-0039 _
APPROVED: a 1 }t;tpf JASON S/, <_:&:LDERT .. . /IJ'lo/7
CITY ENGINEER' PE 63912 EXPIRES 9/30/18 QAtE
A.F' AS-8UILT DWN BY: SB&O PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY:-0<.
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL Cl1Y APPROVAL RVWD BY: SDP 2017-0002 505-4A
AS-BUILT
CJ :0
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w ~ ~ 0 2
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N 0~
w ~
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ALUMINUM GRATING
PANEL
RIM = 375.65
ELEVATION
F.G. ELEV. = 372.0
BTM. BASIN
ORIFICE
NO. 2
374.75
I 0.25' I
I
I
ORIFICE NO. 1 I
DIA. = 0.08' I
DIA. = 4"
4" SUBDRAIN
370.o I
.)
I
I
I
I
I
I
I
---~
/ / /
MIN. 4' CLEAR INSIDE FACE
GRATE SIZE = 4' x 4'
f, -(j -er rr " //::: "j· :::::'-'
FLOW CONTROL ORIFICE PLATE B
4
J} 1,-~OUTLET DIAMETER
, C,\, cJ AND I[ PER PLAN
k C,l--
lJlll\· 1,-yf'i
11f,IO
ALUMINUM OR S.S. I/ ANGLE 1/4" MIN.
I
P-19-2 ALUMINUM
GRATING PANEL
ORIFICE PLATE MOUNTED
AT SUBDRAIN CONNECTION
TO OUTLET STRUCTURE f f/4" X f/4"
• ..
" •
"j 4 -
4
.t,
4
'
4
4
NOTES
.. 4
2"
8" REINFORCED
CONCRETE WALL
4
1 4"
4
4
4
ALLOY 6061-T6
OR 606.J-T6
PER A. S. T.M. 8221
{Mill FINISH}
4' MAX
CLEAR SPAN
1. PROVIDE A MINIMUM 2 PANELS PER STRUCTURE.
PANEL WIDTH NOT TO EXCEED 48:
2. PROVIDE S.S. SAOOLE CLIP HOLD DOWN WITH 1/4"
DIAMETER BOLTS.
3. HOLD DOWN LOCATIONS SHALL BE 6" FROM END
OF EACH PANEL
SECTION '~ -A "
NOT TO SCALE
2" MIN.
0 0
NOTES
MOUNTING HOLE TYP.
(¼"DIAMETER)
SUBDRAIN. SIZE PER
SCHEDULE/DETAIL
LOW FLOW CONTROL OPENING.
PER SCHEDULE OR DETAIL
1. PLATE SHALL BE RIGID PLASTIC SHEETING
(¼" THICK CLEAR ACRYLIC) OR ALUMINUM
(o. 10· MIN.}
2. PROVIDE NEOPRENE RING GASKET (.JO
DUROMETER) WHEN MOUNTING TO CONCRETE
SURFACES.
.J. MOUNTING HARDWARE SHALL BE STAINLESS
STEEL
B FLOW CONTROL ORIFICE PLAT£
4 NOT TO SCALE
ffi
#4 AT 6" O.C.
-, "D"
365.22 I[ , G. B.
.J.· 1 " "
.;1-1.+-t---~ 2: 1
"'>
ct=--,::'.1· :..+r=:==---1===!-t==-W~ ,1, I
DETAIL ~ DETENTION BASIN OUTLET
NOT TO SCALE
1" CLEAR
(MIN.) I
.67'
3" lEAR
MIN. {TYP.)
BASIN CONTROL STRUCTURE SCHEDULE #3 AT 12" O.C. 1~
(TYP.) 0.50' WIDTH ~
BASIN GRATE F.G. RIM SUBDRAIN NO. SIZE ELEl&ITION ELEVATION
BF-2 4 1 X 4 1 387.0 387.5 4"
BF-3 4' X 6 1 375.0 375.5 4"
BF-4 4' X 5' 363.0 36.J.5 4,,
DOUBLE
NOT£
1. SEE SHEET .J FOR FOR BASIN CROSS SECTIONS.
ALUMINUM GRATING
PANEL
RIM
ELEVATION
A
1----~~~-----1
SUBDRAIN ORIFICE W = 5'
SUBORAIN ORIFICE NO. 1/WEIR #4 AT 12" O.C.
(PR/NC. TOP ST'L)
~#4 AT 12" O.C.
PLATE OPENING DIA. I[ ELEVATION NOT£:
1.75"
1.5"
2·
384.75
370.25
357.75
NOTES
1. CONCRETE SHALL BE 560-C-3250.
W = 6'
#4 AT g" 0.C.
W = 7 1
#4 AT 8" O.C.
INCORPORATE SIDEWALK INTO TOP
OF UNDERDRAIN AS INDICATED IN
PROFILE.
£ SECTION ~ R£V£RS£ SIDEWALK UND£RDRAIN
4 NOT TO SCALE
11
1 1/2" .,~ ,, I
1 4 • R. ~ I<)
2. FLOOR AND WALL THICKNESS SHALL BE 8~
.J. WALL REINFORCEMENT SHALL BE #4 @ 18" VERT. WITH #4 @ 8" HORIZ
4. FLOOR REINFORCING SHALL BE #4 @ 8" ON CENTER EACH WAY.
5. MAINTAIN 1 ½" MINIMUM CLEAR SPACING BETWEEN REINFORCING AND
CONCRETE SURFACE.
MANHOLE PER
SDRSD M-2,
D-25
WIDH
H
4
F DETAIL ~
4
16" R.
.
4
C
4
NOT TO SCALE
REINFORCING STEEL
0 CLEAR FACE PLATE
~ ~ .. ; .. ~-. ·4-' .
24" s3' ~
~
~ 6. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF ½ ".
7. PIPE ENDS SHALL BE ROUNDED PER REGIONAL STANDARD DRAWING D-61.
1 1/8" HOLE IN PLATE
ADJUSTING NUTS TO BE TIGHTENED
AND SECURED IN PLACE WHEN
STEEL PLATE ANGLE IS IN
~~
F.G. ELEV.
BTM. BASIN
I
SUBDRAIN
I
8. SUBDRAIN SHALL BE P.V.C. SLOTTED SCREEN (SCH. 80) SIZE PER
SCHEDULE. SLOT WIDTH SHALL BE 1/32" WITH 5 SLOTS PER ROW AT ½"
SPACING (20 SLOTS PER LINEAR FOOT}.
FLOW CONTROL ORIFICE PLATE
PER SCHEDULE
.1 - - - - - - - -~---+--
MIN. 4' CLEAR INSIDE FACE
SEE SCHEDULE ABOVE RIGHT
DETAIL ~ BIOFILTRATION OUTLET
NOT TO SCALE
OUTLET DIAMETER
ANO I[ PER PLAN
.J
~2
"B"
4
•
. 0.50'
-r PROPER POSITION
1 /2" DIA. STIRRUP,
4 ;;i WELD AS SHOWN
~
~ ' ~
~
t3 02
'-",.--'----~-~-------L~
•
,,.,a ..
DETAIL ~ CURB SUPPORT
NOT TO SCALE
1
1.5'
1.5"
MODIFIED CURB SUPPORT
DETAIL PER STD. DWG. 304
3.0'
. 4. .• ,l •
-0.50'
. .
' ~ ~ #4
#4 AT 6" O.C.
C SECTION ~ WING AT R£V£RS£
4 SIDEWALK UND£RDRAIN
SCALE.· 1 " = 1 '
. • ~EXIST. 4.5" Q.D.
· FIBER OPTIC
V,4R/ES
0.60' TO 0.67'
4.5'
#.J AT 12" 0.C.
(TYP.)
12" LAP (TYP.)
CONSTRUCTION
JOINT (TYP.)
0.50'1
W = 5'
#4 AT 12" O.C.
(PR/NC. TOP ST'L)
W = 6'
#4 AT 9" O.C.
W = 7'
#4 AT 8" O.C.
D SECTION ~
4
4
4
4
"
D-25
2.0%
~· 4
.q
• "·
LENGTH
SEE SJIEET 12
R£V£RS£ SIDEWALK UND£RDRAIN TABLE
""---l
,
#4 AT 12" O.C.
(PR/NC. TOP ST'L)
1" CLEAR
{MIN.) .J" CLEAR
MIN. {TYP.)
• • •
7'-..7_ 17'
WIDTH 0.50'
~4AT,
NOT£:
INCOR 1/0EWALK INTO TOP
OF 'AIN AS INDICATED IN
PR
'5£ SIDEWALK UND£RDRAIN
R/.WBENCH
WIDTH
5.5'± 6'
<1 ~µ;..\\
_<1.--
•.
' 4
• .,, . "'
' 4
.;1-1 ~ c:,
..,: ~
2:1 FACE OF
STRUCTURE
4
•
4 " 4
4
4 4
RIP-RAP NO. 1
BACKING, l=4.0'
\
\
\
\
0.67'
4
0. 2 BACKING ---r
-10; W=4.5'
\
(363.86) T.P., EXIST.
4.5" O.D. FIBER OPTIC
\
\ "D,,
BIO-RETENTION
BASIN
~
~
' i';j ~ ~ ..,:
::,!
ol ~
STREET fl. STATION OFFSET BENCH W. WIDTH WING W. LENGTH ':<I"
WHIPTALE LOOP 2.J+.J4 . .J9 26' LT. .J' 4' 8' 21.5' 366.67 T.C. 365.84
H PROFILE ~ R£V£RS£ SIDEWALK UND£RDRAIN
NOTES 4 NOT TO SCALE
0 FACE PLATE 5/16" x 10" ROLLED PLATE {ASTM A.J6}
FORMED AS SHOWN (ALHAMBRA FOUNDRY NO. A-3911
OR EQU/V,4LENT} AND EXTEND LENGTH OF BOX 0 FACE PLATE ANCHORAGE 1/2" DIA. STEEL ANCHOR
42" O.C. {MAX.) PLACE AS SHOWN. 0 PROTECTION BAR: PLAIN ROUND STEEL BAR t" DIA.
SHALL BE INSTALLED WHEN NORMAL CURB HEIGHT IS
GREATER THAN 6: BAR SHALL BE EMBEDDED 5" AT EACH END. 0 SUPPORT BAR t" DIA. x 22" LONG WITH SQUARE HEAD
AND HEX NUT, BEND AS SHOWN. SPACING SHALL NOT
EXCEED 4 FEET. 0 All EXPOSED METAL PARTS SHALL BE GAL VAN/ZED.
"AS BUILT"
'"? f_~ RC~ C68547 ~XP. q-30-1'1
REV \./ED BY•
, f'df7;Uv
INSPECTOR
DATE
f----+--+------------+---J--.+------jf--___, I sH4EET I. _c~rT=Y=O=F~c=A~R~L=s=B~A_D~ ~3 _ ENGINEERING DEPARTMENT ~
. u z
t------t---+-----------------+---+-----t---+-----1 ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMM£RC£ C£NT£R
BMP DETAILS
A DETAIL ~ DETENTION BASIN OUTLET PLANNING ENGINEERING Sl_,RVEYING
3990 Ruffin Road, Suite 120
PUBLIC IMPROVEMENT PLANS
3-26-/q A.I' APPROVED:
4 NOT TO SCALE
811
San Diego, Ca. 82123
858-550-1141
858-550-81 57 Fax
72862.20 ~
~RK~
6 '27 18 A.P.
DATE
AS-BUILT
'
'
'
.II I
CJ :a ~ z
GJ z
C
$
C1J m :a
CJ
:rJ p
~ z
GJ z
C
$
C1J m :rJ
CJ :rJ ~
2
GJ z
C
$
C1J ~
0806'18
0
:rJ
.i:,. ~~ c,-
0 z ... UI GJ
N ~2 (,) •c ;~
m :a
/
I
I
I 397.92
' 97,04
.
' '
4" srpRJ,,1,
L,W,Af -11gfjP-, //
R D r!. i 5051 /
(Jf/6.48 ( __,,~rf((((. ~~
~-' pf
, .c;s ,s:, !,""ET COW 88:6, , ,_, '<Ii ,,~ TROL. ,f{;Tf'/ ,Ci-tl+l'fir----'=.{' STRUCTURE
1.f..B'c.r;~7•5,-__~,,,_, '--/' 'i/#l#i---~ 1/ \
396.;15 : \
-I---'..-,~
C Sl'ORM a 'AIN LINE 'H''-~~~~ ~
12 ~ ~ ~ ~ ~ ~ ~ ('.~0€:/
39 .1 rcc,
396.80 \ .•·· ,.•·~ ~~"1-~m, \ ,;-..~H~P~,--,\\ I\ \ 390.3 T. C. ~.· \\ SJ ·~t \
'
,e;
~
/ / / '3
/
a :--e,.h l ~ \\ <:<'~
EXIST. S.D, C, 0. "9" ,..L-
TO BE REMOVED
---
397.T:, S.D.C.O.
I
<'b "'
,,.%,~...,;~
II
RffeOVt AN/J REPLACE~ if
FXIST. STORM DRAIN (j\ Y.., "'---"---/I 398.7.1 \>r-r,,._
7/4
399.Qf,
398.3:
-~
II
GRAPHIC SCALE
I
40 0 40 80
~ <;;
~
0
1.5%
120
"
388.9
T.C.
D
D
D
S.D.
INLET
386.9 T.C.
LP. • • .!,,.. •
0
NOT£·
REMOVE EXIST. DES/LT BASIN
AND DRAINAGE FACILITIES
I
/
I
/ '
I
I
S££
I
~ ~! F.S.
388.7
T.C.
0.5%
393.7
T.C.
s.o.
INLET
394.5
T.C.
V
.Lor 1.:J
DPFIV SPACF"
1WAP ;VO 149:JO
/
EXIST.J
GROUND
MATCH
EXIST.
-,,_
PROJ£CT
SIT£
TYPICAL S£CTION ~ TOP SLOP£
.Lor t:J
AT PROPOS£D BOUNDARY
NOT TO SCALE
40'± TO 50'±
DPFJV SPAC'f MATCH EXIST. 2.0%
1WAP ;VO. 149:JfJ ~b,('::,,1"1'l" __ :;;~~-=~""""""' / I \ \ 1,.<0 \ \ ,.<,Y:;:
EXIST.~ /
GROUND 7
/
PROJ£CT
SIT£
1.0% TO
1.5%
/ ~ 1/ //~ ~v ~ RD RD RO
(j J, -~ C"-j'f/;' 392,7 T.C. vfZ H.P.
r390.6 T.W. 'F.G,
~,IP'<
~ 390.6 F.G.
390.6 T.W.
388.7 F.G. 391.65
T.C.
390.6 T.W.
388.7 F.G.
~""' RETAINING WALL PER~
S.D.R.S.D C-5 ~1 "i
388.9
T.C.
C_,,,1--;==!lb
390.6 T.W.
387.0 F.G.
386.7 T.W. 'F.G.
DRIV£WAY
SH££T
S.D.
INLET
385,1
F.S.
'
..
OF cf>.\..
S.G.
l~ STORM DRAIN LINE ',1-1" S£CTION ~ NORTHW£ST PROP£RTY LIN£
NOT TO SCALE ~ <;; l~--
c.; c.; G.B.
390.85
'-ROOF R/DG~ LINE
BUILDING 'a ,
0.5%
lc-J.-~-RETAIN/NG WALL PER
S.D.R.S.D C-5
388,5 T.C.
"J'I0.27
S.G, 386.7
F.S.
.~
"'
385.6
F.S.
384.5 F.S.
G.B.
a
7
\ /2
-12
12
.
!J
2
384.7
F.S.
385,9
F.S.
~
F.S.
384.5 ~
0,5%
382,Bq
F.S.
S.D.
INLET
"AS BUIL T 11
_____L;__~~
RCE C68547 EXP. q-30-lq
3-26-1"1
DATE
Iii/SPECTOR
I SH5EET I CITY OF CARLSBAD I SHEETS I 1-----t--+----------------+---+----t---+-----l ENGINEERING DEPARTMENT 23
l-----t--+----------------+---+----1---+-----l
ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMM£RC£ C£NT£R
ROUGH GRADING PLAN
PLANNING ENGli'IEERING SL,RVEYING GR 2017-0039
3990 Ruffin Road, Suite 1 20
San □leg □, ca. a2123A __ PP_R_O_VE_D_:~~~'..!...!~~~---JA_s_o_N ;~{z~D()~RJ 656-560-1141 '7'
88B-56□-8157 Fax CITY ENGINEE PE 63912 EXPIRES 9 30 18 ·ATE
72882,2□ 3-ZG-/lf A.F' AS.,f3UILT 0 DWN BY: SB&O PROJECT NO_ DRAWING NO. ,/ DAlE INlllAL DAlE INlllAL DAlE INlllAL , fl'
--'.=!==<:Z--.J/.f"V-'-'=,e__ __ --'!/(J~· 3c::Dc..,,·l7 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L':~'.!~!!~D'c.D_'c~~~.:_: ='="'=·=.J SDP 2017-0002 505-4A
MRON'ARl1£R DATE '-------'-----------------'-----'------'------------------__J
AS-BUILT
I j
.
'
'
-
D
JJ ~
2
G)
2
C
~ ca m :0
D
JJ
l> ~
2
G)
2
C
~ ca m
:0
0
JJ ~
2
G)
2
C ~ ca m
:0
030Yi8
U'I i
0 ~ ..., ~ 11\J q:
'w ~ I ca ~
\
LDT 12
\ OP£;V SPA.CF ~
jJ.,;cJP )1 Q. 14El{!!___
\-,._~~CONSERVAT!rJN ~MENT --"~-~-
PEI( F/~ 2oo!i~o2r;49 o
REC MAY 1, 2005
384.5
F.S.
RD
S.D. 383.0
=_0=._5~= =--=-IM=-l=-ET=jJi==-~--. . __ =
384.3
F.S.
RD RD
~-1-----:,-, STORM DRAIN LINE ':4 ll
,-,----ROOF RIDGE LINE
BUILDING
383.7, F.S. .
IJRIVE"WAY
BUILDING
SEE
383.5·
F.S.
382.8
F.S.
SHEET
RD
r----1 LJ
390.0
388.2
T.C. 388.3
T.C.
S.D.
INLET
385.9
T.C.
HEADWALL
HEAJWALL(C
I
I
I I
~ 8
C._.,.._,,_/;\·-· .. ill .
...
LDT-?-?
1WAP ;Vo. 18145
SEGMENTAL RETAINING WALL
PER SHEETS 17 TO 23
PROJECT BOUNDARY
(TYP.)
(405.0)±
D -.._-/./ -+--=, 4:.....-; S.D. INLET
,'!,. ~ I
NOT£·
SEE PRECISE GRADING PlANS DWG. NO. 505-4B/GR20I7-0043
FOR PUBLIC STREET IMPROVEMENTS INCLUDING DRIVEWAYS,
CURB AND GUTTER, SIDEWALK, WATER SERVICES, ARE SERVICES,
AND ON-SITE UTILITIES (PRIVATE WATER, PRIVATE ARE, AND
PRIVATE SEWER}.
1 or ;;.,-1 ~ ~ T
1WAP ;VD 18145
NOTE:
SEE DWG. NO. 415-9J FOR EXIST.
WHIPTAIL LOOP IMPROVEMENTS.
BUILD/NO "B"
I
I
\j
f..:
7398 j 7399
Le) DRIVEWAY 11H 11
....: ~
6" CURB-"f---::::
A SECTION
6 NOT TO SCALE
5' MIN.
3'
If. P€R PLAN
8 TYPICAL SECTION
6 NOT TO SCALE
,.,.,
.,.--(_EXIST. Gf/OUN[l
It. P€1? PLAN
TYPICAL SECTION
NOT TO SCALE
?·'·✓'·, 1~--.1_ (37/.0}
' ~ ff
;'~ ··~ ~,j
' °(. q, I • ® I , S.D.().0.1
BAqK OF SIDEWALK
' I
f;:::7'---~-!1+--9-,.--l STORM DRAIN LINE i<"
~ ,/, / q. o'
O' PIJ1.'
(369.¢) .
BACK; OF SIDEWALK
! "AS BUILT" · L tl..-.--I
/
r,•• --40 0
GRAPHIC SCALE
I
40
RCE C685J7 EXP, q-30-l'f DATE
80 120 INSPECTOR
1---+---+-------------t---+--t----r---J I SH6EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 2 3
:=R=o=u==G==H;::'..;;G;;RAD=;=IN~G=P~LANS~~:;FO~R~:=======-===~ .
l.l
2
f---JLANNING ENGINEERING SURVEYlf\-JG
PACIFIC VISTA COMMERCE CENTER
ROUGH GRADING PLAN
3990 Ruffin Road, Suite 120 APPROVED: JASON S-tiLDERT San Diego, Ca. 82123 AS L
85s-56 0-1141 3·ZG-rq A.P. ·BUI T -----"7~.,!L~:.k!ec.!:l<!-____ JI 11//l'r
B5&5BD-B157Fax B·Z1·18 A,P. f i?l:PlAC£ S,{1, Lille 'F'WITHSIOl:WJJ,lK '7-Z ll ::!> CITY ENGINEE PE 63912 EXPIRES 9 30 18 ifAl£
72862·20 le---UNPcl?Pl?AIN 0/iTll!L F/4. DWN BY: ~&O PROJECT NO. DRA'MNG NO. .J y DAlE INlllAL DAlE INITIAL DATE INITIAL CHKD BY "-,,Ji!._
g..,.,,.,_,, rv /P·'JIJ·/7 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD By;~~-SDP 2017-0002 505-4A
MRON PARKE/? OAT£ c.::.::_:::::.:_.:::_=:J_ ______________ _J...::.::.:.::.:._.:.:_:_:.:::.:_:.:_L::.:..:__:..::.:..:.:::_.:.:::_1:.::= L''-'::-'=~-='-::::"-:::":=":=":="="::.'.:::=:=:=:=:=:=:=:=:'..:::::=:=:=::::::'...
AS-BUILT
'
O"l
0
-h
C N
w
0
ll ~
2
G)
2
C s:
Cl m
ll
0
ll ~
2
G)
2
C s:
[lJ m
ll
0 I
2
G)
2 C s:
[lJ m ll
05 ~ ~
~ q
~ I [lJ ~,
J>-i:l
OPEN
SPACE
J77.0 F.G. TO
38J.O F.G.)
EXIST.~ l('l.'}.':11j.,)
GROUND V
5
,'---,
~~ \:>
(J91J) ----l-'
-.-, '.
S.D.C.O. '
381.40 It '
(388. Z)
II
I
D
D
I
I
I
I
I
~
J91.J5
G.B.
J90 .. 77
;s.G.
F.S.
~ ~ J91.0
5££
:1
HEADWALL
3 ~385.4)
383.0 F.G.
384.01
BIOFILTRATION BASIN NO. 1
AREA = 2,400± S.F
SHEET
~1 DRIVEWAY ' "' ...,
~ llj '<'i
S.D. <.:i fll J84.5 F.S.
INLET 2.J% G.B.
----------J85.J ______ ,
F.S. ~-------, r/Ll ~
~
J85.9
F.S.
BUILDING
0.5)£
CROOF RIDGE LINE ---
_-----i-,8-:,-1 STORM DRAIN LINE "D" 11
SEGMENlAL RETAINING WALL
PER SHEETS 17 TO 24
.
ET II
S.D.C.0.
£
3
380.0
"
1 4 TON RIP-RAP PER
WAY D-40, L=10, W=10 0.5%
J87.5 T.W. -
J82.5 F.G.
-~==P-cLf--
N89"43'03"E
CONCRETE SPILLWAY 8
WEIR=379.0 7
175.64'
(J80.9I)
(JBJ.08)
OETENTION/HYOROMOO BASIN NO. 1
372.0 F.G., WSEL=375.65
107 j_;J
OP§1V SPACF'
1}.0JP 1Vo. 14{):JB
:1
S.D.C.O.
~ -
VAf(.ffS ZG't MAX. VARIES ff' TO 24.2'
3' It
BENCH
375.85
('/,)),,,,,.,._
?
VARIES t'r'± MAX'.
375 85
TOP LINE"R
<.:i
I.(
c:,
N ~
"' ~ s ~~ i':'.i-
d~
-
OUTLET CONTROL STRUCTLIRE
;,,:
\.._ ~ ::,
~ ~
i':'.i -WSEL -375.85 d \.._
" -
2 ' '
3 7<f. fJ 1
F.G.
SEGMENTAL---
RETA!NING WALL
381.2 F.G.
375.85
5
0.5%
WALL NO. 1
OUTLET CONTROL
STRUCTURE PER
2.0%
J8J.2
F.S.
J84.J
F.S.
S.D.
INLET
J84.1
F.S.
S.D.C.O.
J8J.O
F.S.
OVERFLOW WEIR
6" CONCRETE WITH
~I 4x4 -4/4 W. W.F.
.«.,, ., ~'-~
10'
0 TYPICAL SECTION
NOT TO SCALE
OUTSIDE EDGE--..___
OF SPILLWAY
1: 1 (lYP.)
---±l=c~sEE B/OF/LTRATION NOTES
(SHEET 3) FOR LINER
ATTACHMENT TO CONCRETE
AND P. V. C. PIPE
4" SUBDRAIN
O 0
BASIN 1 = 375. 75 {
BASIN 5 = 372.4 f
P. V. C. LINER DISCHARGE SUBDRAIN
AT FACE OF SPILLWAY 2" P. V. C. SCH. 80
DETENTION BASIN
BOTTOM = J72.0
~~
1/4 TON RIP-RAP
2.7' THICK
24 "x 10 "'----
CUT-OFF WALL
BASIN 1 = 372.25 I[
BASIN 5 = 372. 1 {
24' BASIN NO. 1
14' BASIN NO. 5
SEE NOTE 2
NOT£:
1. CONCRETE SHALL BE 560-C-3250.
2. EXPOSED SPILLWAY SLOPE SECTION BASE AND SIDE
SLOPES SHALL HAVE UNANISHED CONCRETE FACE WITH
GROOVED SCRATCH AN/SH (1/2" WIDE x 1/4" DEEP
HORIZONTAL GOUGES AT 2" VERTICAL SPACING) WITH
RANDOM PLACED SURFACE AGGREGATE ANO ROCK SALT.
8 DETAIL -SPILLWAY
7 NOT TO SCALE
'/~ </' ,:J,tfµi,"T e,o,t~J.. S"I'> Pe. fl. A/'{
!Z-1"1' 31&.t>,
-w I -M
40 0
' -
GRAPHIC SCALE
1----■---•I 40 80 120
"AS BUILT"
RCE CG8547 EXP. '1-30-/q
/) I
INSPECTOR
3·26•/'I
DATE
18" MIN. EMBEDMENT:...c'----3_74_15 f£
(ANCHOR)
ORIFICE --..__:_::oa-..18" MIN. EMBEOMENT
(ANCHOR)
I SH7EET I CITY OF CARLSBAD I SHEETS I l-----1'----+-----------------1---+--t-----t-----J ENGINEERING DEPARTMENT 2 J
l----lc----t-----------------1---t---J----t---1 ROUGH GRADING PLANS FOR:
30 MIL. P. V. C. LINER
SEAL ALL JOINTS WITH
12" MIN. OVERLAP (lYP.)
.,
A
7
372.0
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l!ROFILE ~ STORM DRAIN LIN£ 'B, I/PRIVATE)
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tr ----"-'e'----------t'ff, ,------------______________ {p_ ------------1V ,B .,. T -----------+---------
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PRIVATE STORM DRAIN DATA TABLE
D LJ/8EARING RAO/US LENGTH * DESCRIPTION
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2 40"55'56" 50.00' 35.72' 30" H.O.P.£
3 N89'59'59"E --14.18' 30" H.D.P.£
4 N89'.25'49''W --67.00' 30" H.D.P.£
5 N90'00'00"E --310.08' 24" H.D.P.£
6 N9o·oo'oo'W --310.08' 24" H.D.P.£
* All HOPE IS WATER TIGHT 18.
''£"
BB . u z
PLANNING ENGINEERING SURVEYING
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85&560-1141
85&560-8157 Fax
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M~RjAJ /O· 3&· 17
DATE
3-ZG·l'f A.P. AS-8UILT
DATE INlllAL
ENGINEER OF WORK REVISION
11 AS BUIL T 11
A 4 l~ 3-26·1'7 • I RCE C68547 EXP, q.30-rq DATE
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" INSPECTOR llATE
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ROUGH GRADING PLANS FOR:
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STORM DRAIN PLAN AND PROFILE
GR 2017-0039
APPROVED:// ~) , --rJ-JASON F ~ • . .A • I I
CITY ENGINEoR PE 63912 EXPIRES 9/30/18 DA
DWN BY: SB&O PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY: VI, DESCRIPTION OTHER APPROVAL CITY APPROVAL RYWD BY: SDP 2017-0002 505-4A
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2 N0'03'15"W --231.92' 24" H.D.P.£
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11
PRIVATE STORM DRAIN DATA TABLE
□ '1/BEARING RADIUS LENGTH * DESCRIPTION
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4 NO'OO'OOYV --52.75' 12" H.D.P.£
* ALL HOPE IS WAT'ER TIGHT IB.
B
PLANNING ENGINEERING SURVEYING
3880 Ruffin RoEJd, Suite 1.20
8!:.ln Diego, Ca. 92123
B5B-560-1141
858-560-8157 Fax
72B62.20 3-'Z6·1'f
DATE
A.P.
INITIAL t.. .._,, ~/o•Je,•L1 MRoN PARKEf? DATE
ENGINEER Of WORK
APPROXIMATE PROP' SEO FINISHED ~
GRADE OVER PIPE
385-
24.26 L.F. ~ 18" R.C.P.
STORM DRAIN, S=0.0100
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-385
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I 54.45 .F. ~ 18 H.D.P.£
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V100 = 15.09 F.P.S.
10+49.51 24 "I H.D.P.£ STORM DRAIN
C _ ''ROEil£
LINE o/" CROSS/NC 18" H.D.P.£ STORM
DRAIN LINE T1 377.56 BTM. STORM DRAIN
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1
T 1 (PR/VA TE,)
PR/VAT£ STORM DRAIN DATA TABLE
□ '1/BEARING RADIUS LENGTH * DESCRIPTION
--... 5 N24'28'.J7"E 2426' 18" R.C.P.
. ·------
6 N14'20'29YV --54.45' 18" H.D.P.£ "AS BUIL T 11
* ALL HOPE IS WAT'ER TIGHT IB. --kiit---3-26·/q
RCE C68547-J;XP. 0/-30·1Cf DATE
.,-. /I
Ria1YDll\ /\ , '-{(30/ri
' 'INSPECTOR -I D~TE
rn:J CITY OF CARLSBAD ~ J ENGINEERING DEPARTMENT 3
ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMMERCE CENTER
STORM DRAIN PLAN AND PROFILE
GR 2017-0039
APPROVED: // I/ I , JASON ~r~½~~~T _,n//, -4-
CITY ENGINEER/ PE 63912 EXPIRES 9 /30 /18 A
AS-BUILT OWN BY: (fo PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL SDP 2017-0002 505-4A REVISION DESCRIPTION CHKD BY:
OlHER APPROVAL CITY APPROVAL RVWD BY:
AS-BUILT
'(1-,,,,
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@PLAN~ STORM DRAIN LIN£
12
PR/VAT£ STORM DRAIN DATA TABLE
□ A/BEARING RADIUS LENGTH * DESCRIPTION
--+----
1 N83"49'32"W 14.50' ,,
* ALL HOPE IS WATER 77GHT IB.
GRAPHIC SCALE
N ~---•1---•--111' 40 0 40 80 120
+--· -
-_l .
)
80-------+------~ ----------380
I -~~ c=' -J ;,; I -'.j ,f!:l"' APPROXIMATE' PROPOSED FINISHED d, "< ',.J ~ GRADE OVER PIPE
~. ~~~ .
~~
M------~;1~--t ---370
NO. 2 BACKING
RIP-RAP
MIN. I. I' THICK
BIOFILTRATION
BASIN NO. 4
1 H.G.L 100
: -----360
20.40 L.F. ~ 12" H.O.P,E.
STORM DRAIN, S=O. 124~
Q 100 = 0.65 C.F.S. I
vlOO = 8.6 F.P.S.
~\_ -j-----(/i) PROI/tff_;~s;ft~fi~~N--
.--,__,.--.__ :SCALE.· I" = 40 '(H}, 1" = 4 '(!Al 0
'--~ 10 tt
BIOFILTRAllON I
BASIN NO. 4
I I y
(,j
:,,.:
Q;
(/i) PLAN ~ STORM DRAIN LIN£
1
PR/VAT£ STORM DRAIN DATA TABLE
□ LJ/BEARING RADIUS LENGTH * OESCRIP770N
'G' (PR/VA TE,)
2 N88"50'51 'W --20.40' 12" H.O.P.E. * ALL HOPE IS WATER llGHT IB.
----
REMOVE~ EXIST. 24" R.C.P. STORM____/
DRAIN, DWG. NO. 415 9X
0100 = 9.28 C.F. ., V 100 = 5.2 F.P.S.
86.74 L.F. ~ 24" H.D.r.E. STORM DRAIN
EXIST. S=0.0340
EXIST. Q 100 =9. 7 C.F.j.
PROPOSED S=0.0037
PROPOSED Q 100 = 9. C.F.S.
PROPOSED V 100 = 5.2 F.P.S. C PROFILE ~ STORM OR, IN LIN£ 'H' Pli/VAT£
12 -----1---_.:,id11..1;,:_J_•-=="-'tLL'(r! r 1" ,-4'(k;
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-
PROJECT BOUNDARY
(TYP.}
J_-1 F.J
.jj
®PLAN~ STORM DRAIN LIN£ 'H' {PR/VAT£) 12 "
PR/VAT£ STORM DRAIN DATA TABLE
□ A/BEARING RADIUS LENGTH * DESCRIP770N
3 N23"32'54"E 86.74' 24" H.O.P.E.
4 N14'54'.31'W 193.16' 24" H.0.P.E. 11 AS BUILT" * ALL HOPE IS WATER llGHT IB. ~f~
s . u
2
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego, Ca. 92123
858-580-11 41
858-580-81 57 Fax
72882.20
MbKJvW /O· 'Zt:1· 11
DATE
RCE CG85'47 EXP. q-30-/q
II
RE'()E~9t,Y1 / I ij L{_/'ir~l UW"
INSPECTOR v
)
3·26-1'{
DATE
1----+---+-------------+---+---+----t----t L!TI CIJNINE~!NG ~b~~~J!AD ~
1------+--+-----------------+---+---+---+---i ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMMERCE CENTER
STORM DRAIN PLAN AND PROFILE
GR 2017-0039
APPROVED:/// '} J. JASON S:!ELDE~T
1------+-~+-----------------+---+---¼----+--_, {L fl<vt: llfJ /un f
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DAlE INITIAL r-DA_lE_~I_NI_TIA_L-t-_DA_''rE_~IN_IT_IA_L-f CHKD BY:'-,.,f<.=.---P2Ro0JECT NO. ORAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP f 7-0002 505-4A '-'-'-'-"='--"-'-'-===
AS-BUILT
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GRAPHIC SCALE
1 __ _
0 40 80 120
APP{?OXIM~TE P. pPOSEO FINISHEO
GRA{)E-OVl;R PIP.
EXIST. GROUNO
Lo13
1YAP ;VO. 14f!_7fJ C
11
-------~-----
18" H.O.P.£. STORM, ORAIN LINE 7::"
CROSSING 24 H.O.f.£. STORM ORAIN
LINE 7: 377.56 BlM. STORM ORAIN
365. 76 TOP STORM! ORAIN
i
'___.,,-_ ----t
---------------------------------------r .:::-
------~ ------! ~ ;:-------------' ~ ~
_____.--, ------------"" ""
------------G. L. _____.--_____.--_____.--
1 00 _____.--_____.--
_____.--_____.--I
------------------J__ _____ _
-380-
H.G.L.100
OETENT70N/BASIN
--~-3-70---
---+--+------350
_ ___,_ ----------
88. 3 L.F. ~ 18" H.O.P.£.
STOfM-DRAl~S=0,0-10'tl----l---------~
Q top= 13.4 C.F.S.
V10 = 8.0 F.P.S.
DPF';V SPACE
Jl1/AP BO. 14f!_7fJ
,5
,, .
(j
I ~6
PRIVATE STORM DRAIN DATA TABLE BB&D~ □ t,/BEARING RADIUS
1 N40"09'10"E
2 50"09'19" 50.00'
3 N89"41 '31 "W
4 N45"13'39''E * ALL HOPE IS WA/'l:R T7GHT 18.
LENGTH * OESCRIPTION
15.14' 18" H.O.P.£.
43.77' 18" H.0.P.£.
468.51' 18" H.O.P.£.
88.93' 18" H.O.P.£.
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 120
San Diego, Ca. 921 23
858-560--11 41
858-560-81 57 Fax
72862.20
AAR~J:fw OATE
60 " .~
-.J c.s
:i:
,:
GROUNO
1/0FIL TRA 770N
BASIN NO. 4
~ 1/,■• C//~
APPROX/MA TE 'f'ROPOSEO FINISHEO I :
GRAOE OVER IPE I I
3·26·/q A.P
DA'JE INITIAL
ENGINEER OF WORK
I I
I I
I I
I I
I I
I I
-50-----~: ~: __ ,
I I
I I
I I .:::-ff::', ;:-::::, /::::, ~~ ~ ,;,, ""
-----------4,, -~ <S"l-------
lr) <:l:l <:>
ltj ... <ii
'l' ~ !{)
36' R.C.P. STORM
ORj,IN AT 20.00% PER
I I
Ir)-, "i r;;i
'i ~I 6.00 L.F. ~ 24" H.O.P.£.
OW<. 415-9J I I
I (
I
! ~ -STORM ORAi[ S=0.0200
r-._ \_36.03 L.F. ~ 24" H.O.,P.E.
r-.; STORM ORAIN, S=0.01 7
.; Q JOO= 50.9 C.F.S.
;,; V 100 = 11.3 F.P.S.
~
" 27.99 L.F. ~ EXIST. 36" R.C.P.
---+--------,e,,,1--;,; -JiTORM-ORA/N,-S=0,2000'---+---------~ J?WG. NO. 415-9X
fXIST. Q 100 = 53.5 C.F.S.
<.,, fROPOSEO Q 100 = 64.3 C.F.S. R:-'ROPOSEO V100 = 21.7 F.P.S. -"'
-B . PRO I "/LE ~ STORM :'RAIN @~
7T Li/NE 'J, {PR/VA.TE) •
~CALE.-1" = 40'{H), 1" = 4'(0
1p ft 1 ~
c:i
(j
ti:
(j
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CJ.'.
4" P. V.C. WA/'l:R PER
OWG. 505-48
"0-\
\
8/0FIL TRATION
BASIN NO. 4
~.. 10+40. 03
r;;i OUTLET CONTROL
~ STRUCTURE
_____ 36" R.C.P. STORM ORAIN PER
OWG. 415-9J
@PLAN ~ STORM DRAIN LINE 1J 1 {PRIVATE,)
13
PRIVATE STORM DRAIN DATA TABLE
□ t,/8£4RING RAO/US LENGTH * OESCRIPTION
5 N5S36't7'W 26. 03' 24" H.OP.£. . . . .
--
6 N5S36'17'W --6.00' 24" H.O.P.£. 11 AS BUIL T'1
* ALL HOPE IS WATER 77GHT 18. ~~~ 3 -zr; · 1q
RCE C6854'1 EXP. q-30-/'f DATE
/1
RE
f)E~~~ ?Vi L ✓/41r /.. (pdl M
INSPECTOR. / iJATE
~ CITY OF CARLSBAD ~ .3 ENGINEERING DEPARTMENT .3
ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMMERCE CENTER
STORM DRAIN PLAN AND PROFILE
GR 2017-0039 A
APPROVED: li_ II /2;/;d: JASON SzG,LDERT .,.....,,1 ~ L4 1 2.o/T
CITY ENGINEER' PE 63912 EXPIRES s 130115 vkrt:
AS-BUil T DWN BY: SB&O PROJECT NO. DRAWING NO. DA'JE INITIAL DA'JE INITIAL CHKD BY: \Tit SOP 2017-0002 505-4A REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY:
AS-BUILT
□ J]
i
• 2
G)
2 C _s:
OJ m J]
---i------+----
EXIST. 36" R,C.[f. -iTORMt;)R!',IN; ' .
PER DWG. NQ. -4,-15,,-9)(,-$=0, 0200-, ---
EXIST. 0100= J/.7' C.fS. ,
PROPOSED Oitoo!= J0.8 Q.F.$. _;_..;. -~--
----1 ---+ ---
--L.-; ----,--'-"""' ---+----------'
+ ---,---
-I--_;:-'~ ----~ -1----1----~
_ __,... ~~
---, ---------.:...-.... ~ •. .+ ---·--+~-C---1 -+-~~
---+Jso-i-, • ~I "~I----------+-+--
• -,~---~ 0 . ! ,--~------; __ _,_ _______ ~~r ------,-'-+---+---+-----c-\r,----c'---j-'--J 111
_ __9:J.3.1, L0 f" ?-4.µt.l).P.£. _ • ! Sl;ORM QRAIN, S=(J.1479
--+------f~~-~--+-~--+---+----+--~·, frrov·'r---i!O:f!-B,F:+~------
A PR0F!Lt-+ -·TORir :o;~;;E:;1;·2:K,. PRIVATE
--JIIIJ--~cAL£: 1" "' 40'
PROJECT BOUNDARY
(TYP.)
@PLAN ~ STORM DRAIN LINE
14 (PR/VA TE,)
PRIVATE STORM DRAIN DATA TABLE
□ A/BEAR/NC RADIUS LENGTH * DESCRIPTION
----
" 1 N5° 36'40.'f3 £ -'12.02' 24" H.D.P.£. * ALL HDPE rs WATER TIGHT 18.
GRAPHIC SCALE
1-~ j __
40 0 40 80 120
-400~--
----390---
APPROX/M(",TE PROPOSED lrtNtSHED
GRADE OVER PIPE
!
--400-
-----390------"--
EXIST. GROUND
17.61 t-F. ~ 12" H.O.P.£
STORMi DRAIN, S=0.0100
0100=; 5.6 C.F.S.
V100 =! 6.7 F.P.S.
i I
B ,PR0Flt~~--S-T0RM--ORAIN-t/NE-...!A--1-1 --+
14
PROJECT BOUNDARY-~
(TYP.) I
{PRIVATE)!
SCALE.· 1" = 40 '(H), 1 • _:,, f '(v,I
t1 I
SCALE: 1 • = 40' • •
BU/LO/NG
10+21.61
TYPE "B INLET
@PLAN ~ STORM DRAIN LINE
14 (PR/VA TE,)
PRIVATE STORM DRAIN DATA TABLE
□ A/BEARING RADIUS LENGTH * DESCRIPTION
2 NO"O 1 '44 "E -17.61' 12" H.D.P.£ * ALL HDPE rs WATER TIGHT 18.
"B"
+-----390
APPROXIMA,TE PROPOSED F/N/SHEIJ
GRADE OV-fR PIPE
-380-·
'
"'--14.34 L.F. ~ 12" H.D.P.£
STORM DRAIN, S=0.0105
0 100 = 8.8 C.F.S.
V100 = 11.2 F.P.S.
PR0FltE-~---S-T0RM--0RAIN-t/NE ~-2-1 -
{PRIVATE}
SCALE: 1" = 40 '(HJ. 1" = 4 'cfv,I
o r 1
DRIVEWAY "H"
BU/LO/NG 1'8 11
14 {PRIVATE,)
PRIVATE STORM DRAIN DA TA TABLE
□ A/BEARING RADIUS LENGTH * DESCRIPTION
3 NJ6"16'30"E 14.34' 12" H.D.P.£. * ALL HOPE rs WATER TIGHT 1 B.
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 120
San Diego, Ca. 921 23
85&560-1141
85B-560-8157 Fax
72662.20
~RKE~v
3·26·1'! A.P. AS-BUILT
DA1E INITIAL
/tJ. 30· 17 ENGINEER OF WORK REVISION
DATE
R)'W
-----------------,-sl~t------------t--------
t 9:l ~ ~ i '.) ftl cj_
~ ~>a
<::i ~ " ....... ~I;~
,-f.. .. ~~ I~~~
(
APPROXIMATE P(?OPOSED FINISHED
GRADE OVER PIPE --
--39'(-)-'-~-~-+-t--t----------j---------390---
EXIST. 48" R. C. P.
--380-~H.=c.~L~V,Hctt•t--------t-~---380~--
. • ·100=
---370 -----+--+---------+-----37-0---
-0 PROFILE ""
[±J 7.00 L.F. ~ 18" R,C ..
STORM DRAIN, S=O. 0200
0 li)O = 5.95 C.F.S.
V100 = 8.0 F.P.S.
.STORM DRAIN WHIPT"AIL LOOP
14 {PUBLIC,)
SCALE.· 1" = 40'(H). l" = '(v,I
1()
PRIVATE STORM DRAIN DATA TABLE
□ /::,/BEAR/NC RADIUS LENGTH DESCRIPTION
4 N67"41'12'W --7.00' 18" R.C.P.
@PLAN ~ STORM DRAIN WHIPTAIL LOOP
14 {PUBLIC)
11 AS BUILT"
/! .,_ Ll-.~--J-26·/C/
RCE CGB54-t EXP. q. 30-lq DATE
Ii -•
2cl}jf'tu~ 1/Ja/1r
INSPECTOR I ~ATE
~ CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT 3
ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMMERCE CENTER
STORM DRAIN PLAN AND PROFILE
GR 2017-0039, •
APPROVED: !Z.A .J /j ' . JASON S.1/}¾i,DERT ,uJ II IJ '?-1, 1 i
CITY ENGINrnR PE 63912 EXPiRES 9/30/18 o'AlE
DWN BY: SB&O PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL CHKD BY·<..${ DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 2017-0002 505-4A
AS-BUILT
!
'
....
~
0
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N w
: ll It
CJ I 2
Cl
2
C s: aJ m JJ
CJ
JJ ~
2
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2 C s aJ m JJ
CJ
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i ~
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'
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-·,..._
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8
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I
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0.5% --
Lor 14
OP.f)V SP.ACF
S.D. INLET
BUILDING ~,
8 8
----------------
r1l ~
(!)
---1 n
~j _: 1----!~---~l-'-I ----.~-__,----'-____._,__ __ ~.u---=----0-'--------'-'--0--W.---~...l..------0-''-----'-"---0-u--1
'f -1 I<) -
~1 "'
I
I
~1 11-...: .QM
II
------
i
~I <'l/
is ~-Cy
' 4· • \J", •
II
II
'
1
/ i ·-~---<-
Lor 22
;};/AP 1VD. j-4,f}_:JfJ
' -,;
I&
I/ ~
ONTROL
1 or :J_g ~ ~ T
1YAP JVD. 14,g_:;;fJ
S.W.O.M.P NO. 739817399
PARTY RESPONSIBLE FOR MAINTENANCE:
GATEWAY PACIFIC VIEW, LLC NAM£·
ADDRESS:
C/0 RYAN COMPANIES. ITS DEVELOPMENT MANAGER
4275 EXECUTIVE SQUARE, SUITE J70
SAN DIEGO, C4. 92037
CONTACT.· CHRIS WOOD
PHONE NO.: (858} 812-7963
BMP NOTES:
1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER's
RECOMMENDATIONS OR THESE PLANS.
2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR
APPROVAL FROM THE CITY ENGINEER.
J. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES
WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER.
4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF
HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCT/ON
AND INSTALLA T/ON.
5. REFER TO MAINTENANCE AGREEMENT DOCUMENT.
6. SEE PROJECT SWQMP FOR ADDITIONAL INFORMATION.
4
2 7
TYPICAL DETAIL ~ BIOFIL TRA TION BASIN
NOT TO SCALE
BIOFILTRATION DETAIL NOTES
IT) PLANTING PER LANDSCAPING PLANS.
[I) JO MIL. P. V.C. LINER. ALL JOINTS TO BE SEALED WITH 12" MIN.
OVERLAY. SEAL All PENETRATIONS.
[II 4" SLOTTED P.V.C. SUBDRAIN (ASTM D-JOJ4), J" MIN. FROM BOTTOM.
[I} INSTALL WELL AGED SHREDDED HARDWOOD MULCH THAT HAS BEEN
STOCKPILED OR STORED FOR AT LEAST 12 MONTHS. MULCH MUST BE
NON-FLOATING.
(I] FILTER COURSE TO BE J" CLEAN AND WASHED SAND (ASTM NO. JJ)
OVER 3" LA'tER OF ASTM NO. 8 STONE
0 SOIL MEDIA, (BSM SPECIFICATION PER APPENDIX G OF COUNTY OF
SAN DIEGO L.I.D. HANDBOOK JUNE 2014)
INFILTRATION = 5 IN/HR
65% SAND, 20% SANDY LOAM, 15% COMPOST
IZ) AGGREGATE STORAGE LAYER ASTM NO. 57 ROCK.
BASIN CONTROL STRUCTURE SCHEDULE 1/ ~' -------__ ,
RIM/ SUBDRAIN ORIFICE ORIFICE ORIFICE ORIFICE I 84SIN GRATE
NO. SIZE
, -
F.G.
ELEV. WEIR SUBDRAIN t!i~iR~~!//%b1~~ ORIFICE NO. 1 NO. 1 NO. 2 NO. 2
ELEV. . ELEV. DIA. I[ ELEV. CONTROL I[ ELEV.
S.D. INLET BF-1 10' SPILL J78.0 J79.0 4,, 2.0· J75.75
BF-2 4' x 4' J87.0 J87.5 4,, 1.75"
BF-J 4' x 6' J75.0 375.5 4" 1.5"
BF-4 4' x 5' J6J.0 J6J.5 4" 2.0·
BF-5 10' SPILL J74.65 J75.65 4" 2.0·
DET-1 4' x 4' J72.0 375.65 4,, 4.0"
BMP TABLE
BMP ID# BMP TYPE SYMBOL CASQA NO. QUANTITY DRAWING NO.
HYDROMODIFICATION & TREATMENT CONTROL
BIO-
FILTRATION ~ TC-32 2,252 SF. 505-4A
384.75
370.25
357.75
J72.40
J70.00 0.08' J72.25
SHEET NO.(S)
5
INSPECTION
FREQUENCY
QUARTERLY
0.25' X J74.75 0.75'
MAINTENANCE
FREQUENCY
SEMI-ANNUALLY
TRUCTURE· BIO-
FILTRATION TC-32 9,461 SF. 505-4A 6 QUARTERLY SEMI-ANNUALLY
BIO-
FILTRATION TC-32 14,697 SF. 505-4A 8 QUARTERLY SEMI-ANNUALLY
!~
S.D.C.O. I ~
---===-S.D. INLET_ =-=-9.6% = == 1.1 POC 2 TREATMENT CONTROL
' ~
It
• -
GRAPHIC SCALE ,.._._ ----1------■' 60 0 60 120 180
I I I I I
-------""'P 1 ------OM, - -
0£T 1
PERMANENT WATER QUALITY
TREATMENT FACILITY
KEEPING QUI{ WA'J'El{WAYS CLEAN
MAIN'fAIN WITH CARE· NO MODIFICATIONS WITHOUT AGENCY A.Pl-'l<'.OVAL
BMP SIGNAGE TO BE INSTALLED
AT ALL BMPS
Jl L l~I I -~-----=-1 ++1 _:_' ;--;..· ~· r' -rtn ',L-.LT _J_;__L_-4-..i__.1~:_______j_,,,,=o/=r--i ·',' ,~ \
' . ,
0 BIO-
FILTRATION
BIO-
FILTRATION
TC-32
TC-32
SB&C~
PLANNING ENGINEERING SURVEYING
3880 Ruffin Road, Suite 120
San Diego, Ca. 82123
658-560-1141
85&560-81 57 Fax
72862.20 tV
~Ktf? /fJ·3o· 11
DATE
"AS BUil T"
A-., ~ 3-26-1'!
I q-30-rq RCE CG854"1 EXP. DATE
I
RE\E~Y: J 'k-, ~,o/t1 .• C' \1 CA.I ~ .., . ! DATE INSPECTOR
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INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL
5,706 SF. 505-4A 7 QUARTERLY SEMI-ANNUALLY
4,008 SF. 505-4A 8 QUARTERLY SEMI-ANNUALLY
26,920 SF. 505-4A 7 QUARTERLY SEMI-ANNUALLY
6 EA. 505-4A 5-8 MONTHLY AS NEEDED
13 EA. 505-4A 5-8 ANNUAL AS NEEDED
~ CITY OF CARLSBAD ~ 5 ENGINEERING DEPARTMENT 3
ROUGH GRADING PLANS FOR:
PACIFIC VISTA COMMERCE CENTER
BMP PLAN
GR 2017-0039.
APPROVED: {; ,._. .JJw,,t JASON S/, GELDERT
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CITY ENGINEFif PE 63912 EXPIRES 9/30/18 DA--
OWN BY: SB&O PROJECT NO. DRAWING NO . DAlE INITIAL CHKD BY: Q,t.:. SDP 2017-0002 505-4A CITY APPROVAL RVWD BY:
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1.0 SCOPE OF WORK
THE WORK SHALL CONSIST OF FURNISHING ANU CONSTRUCTING ANCHOR WAL~ l:3LOCKAND Ml RAG RID Gl:.OGKIIJ Rl:.INfORCl:.lJ
SOIL HE: l'AINING WALL SYS l"CMS li'l ACCORlJANCE WITH THJS TECHNICh ... SCOP2 OF WORK AND IN REASONABLY CLOSE
CONFORMITY WITH THE LINES, l3RADES AN!J LJIMtNSIONS SHOWN ON THE ROUGH GKADING 1-'LAN BY 83&0 INC. DATCD JUNC 16,
2017.
2 \/I/ORK IMCLUDED
A FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS /A.S SHOWN ON HIE CONSTRUCTION DRAWINGS
B FURNISHING MIRAFI STRUCTURAL CE0(3f~ID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS.
C STORING. CU I·r1NG ANO PLACING STRUCTURAL CEOGRllJ REINl-'ORCEMENT AS SPECIFIED HEREIN ANU AS SH01NN ON THE
CONSTRUC flON DRAWINGS
lJ 1--'LAG:ME:NT ANl> COMPACTION OF UNIT WALL FILL ANO BACKFILL WITI IIM r·HE GEOGRID REINFORC[D AREA AS SPECIFIED HEREIN
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS.
E ERECTIOf\l OF ANCHOR WALL SEGMENTAL COf\lCRETE UN!TS AND PLACEME\IT OF STRUCTURAL GEOG RID
2.0 REFERENCE DOCUMENTATJON
1 SB&O INC .. ROUml GRADING PLAN. DAT[□ JUf\lE 16 201 l
2 GEOCON INCORPORAT[D, UPDATE G[OTECHNICAL REPORT -PACIFIC VISTA COMMERCE CENTER, PRO.JE:CT NO. 06442-32-28
DATED JUNE 14 2017.
3 WH!::f·UC SP[CIFICA flONS 1'.\NIJ RE.FERENC[ DOCUMENTS CONFLICT I H!:: t:NGINEER SHALL MAK!:: F-INJ.\L U!::TERMINATION or THE
APPLICABLE OOCU/vl[NT
3.0 SPECIAL PROVISIONS
I R.ED ONE ENGINEERING, INC (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION o.= SUBSURrACE CONDITIONS SUITABILITY
OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS
2 !\ED ONC SHALL NOT BE RESPONSIBLE 1-'0R THE COST Or' ALL MEANS OF SUBSOIL l,VlPROVEMENT: COST OF ADDITIONAL SUElSOIL
EXPLORATION: AND FOR ALL LABOR TOOLS EQUIPMENT AND INCIDENTALS Nl::Cl::SSAHY TO COMPLETE THC \iVOH.K l'f--lC. OWNl::k
SHALL BE RESPONSIBLE roR ALL SUCH COST
3 I HC OWNER SHALL ell:: ru::SPONSIBLE roR COMPLYING WI Ill ALL 1-C!JC.l~AL. STATE AND LOCAL ~~CQUll{ciVlDITS FOR THE
EXECUTION OF THE 1NORK, INCLUDl~JG LOCAL BUI LUING INSPECTION AND CUKKl::N I OSHA EXCAVATION R!::GULAI IONS
4 PRIOR TO UNDERTAKING ANY GRADING OR EXCAVAflON OF THE SITE THE CONTRAC I OR '.SHALL CONFIRM fHE LOCATION OF THE
PROf--lOSEO RETAINING VVALLS ANlJ ALL UNDERGROUND FEATURES INCLUDING UTILITY LOCATIONS WI I·HIN Tl!E ARLA or
CONSTRUCTION
5 RED ONE HAS corvlPLETED ENGINEERING DESIGN OF Tl-I[ PROPOSED RETAINING WALL(S), INCLUDlf\lG IMTERl'-JAL STABILITY A.ND
LOCAL EXTERNAL STA[jlLITY WHERE APPLICABLE. BASED UF'ON rHE INFORMATION PROVIQElJ TO US AS OUTLINED ABOVE RED
ONE ASSUMES THAT OTHERS HAVE DE:TERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED
m US, INCLUDING GEOrt::CHNICAL SUI l"Al:\ILITY AND SITE GLOBAL STABILITY.
6. S[GMENTAL RETAINING WAL.LS ARC FLEXIBL!:: S l'RUCTURES IVS. RIGID AS IN Cl\/lU WALLS) AND /\RE SUBJECT TO f--lO.S I
CONSTRUCTION SETTLEMENT AND MOVEMENT. AL.I.. IMPROVEMENTS (IE PAVEMENTS, CURBS, TRASH ENCLOSUR[S, UTILITY
LINES E l'C I SHOULD BE lJE:SIGNt:D l'O HANDLE DIFFERENTIAL SETTLEMENT UP TO 1% OF TOTAL WALL HEIGI-JT.
4.0 GENERAL NOTES
1. Tl IIS S[T OF SEGMENTAL RCTAINING 'NALL PLANS ARE BASE;[) ON Tl-IE PLANS AND DOCU:VICNTS R[F[R[NCED IN SEC noN 2 0
CHANGES TO THESE PL/.\NS OR DOCUMENTS, INCLUDING GRADING. DRAINAGi:::, U I IUTli:::S, SURCHARGE LOADS Of{ GEOT't:CHNICAL
PARAMET[RS MAY Al-'l-1:::C I WALL DE:SIGN REQUIREMENTS. RED ONE ENGINEERING SH/\L.L BE MOTll-'IClJ OF /\NY SUCH CHANGES
TO DETEf.;:Mlf'IE IF WALL DESIGM MODlrlCATIONS ARE NEED[□.
2 f"H!S SI::! OF SEGMEN ["AL RC IAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR
VERTICA BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ABSOLUT[L Y NO SUSS 11 J"UTIONS ALLCW[lJ
3 LOCATIOM OF THE SEGMENT,\L 1-\CTAINING \/\JALL lN RELATION TO PROPERTY LINES, UTILITY EASEMENTS. WATERSHED
E:ASEMENTS, OK ANY O l'H!::H. IYPE OF E:.ASEMENTS ARE THE RESPOMSIBILITY OF THE OWNER OR THE SI fE CIVIL ENGINEER RED
ONE ENGINEERING ASSUMES NO LIABILITY r'OK l"HI:: LOCATION OF THE SEGMEMTAL Rl:::TAINING WALL OR IF COf'JSTRUCTION OF
THE PROPOSED SEGMENTAL RETP1INING WALL [NCROACHES ANY PROPER IY LIMES OR EASEM[r-lTS
4 IT IS IMPERATIVE THAT THE SITE SURV!::YING OF THE SEGMENTAL RETAINING WALL Bl:: DONE BY THE SITE CIVIL ENGINEER OR
SURVEYOR Ar-JD MUST BE BA~!ED ON COililPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY I Ht:
Ef\lGINEER or RECORD. SURVEYlf\lG OF THE SEGMEN l"AL RE IAINING WALL MUST TAKE INTO ACCOUNI' THE DESIGN BATTER
INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUN r WALL BATTER FOR SEGMENTAL RETAINING
WALL SURVEYING WILL PKODUCC INCORRECT LOCATIONS or: ALL TOP OF WALLS AND SHALL BE CORRECTED AT MO COST ro lHE
ENGINEER OF-RECORD OR THE SEGMENTAL RCTAIN!MG WALL CONTRACTOR
5 WALL GEOMETRY, LOCATIOMS, SLOPES AND SIJRC! IARG[ LOADS FOR Tl-IE Sb.GMl;;NIAL ~ETAINiNG WALLS WERE MEASURED
FROM Tl IE GkAUING PLAN REFE:R[NCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON Tl IIS PLAN. Tl IC
ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SCG:vlEf\lrAL RE::fAINING WALLS TO REVIEW THE
DESIGN ANDrOR PLANS. MOUII-ICA!IONS l'O THE DESIGM ANDIOR PLANS MAY GE R[QUIRCD AFTER THE Rt:VIEW, AMD MAY l"AKE
UP TO T!::N BUSINESS DAYS TO COMPLE:TE:.
6 IF THERE /\f-{[ DISCREPANCIES BETWEEt--I ANY INFOR!VlATION ON THES[ PLANS AND INFORMAi ION IN THE PROJECT
SPECIFICAJ'IONS, THE MORE RESTRICTIVE IMFORMATION TAKCS PR[CEDENCE
5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALJFJCATlONS
1 THE WALL CONTRACTOR SHALL DOCUMEl'JT COMPLIANCE WITH THE FOLC.OWING [XPERIEf'JCE REOUl'{EMENTS
2 A MINIMUM 0:-1-IVE YEARS IN WHICH THE CONTRACTOR HAS BJIL r S!::GMl:::NTAc. RETAINING WALLS WITH A TOTAL FACE AREA NO
LESS THAN 250,UOO SQUARE fEET
3 CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS
4 CONS IHUC f"ION OF AT LEAS 1· f-'IVI::: SCGM!::NTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN
6.0 MATERIAL NOTES
1 CONCRETE RETAINING WALL UNITS. ANCHOR RETAINING WALL UN!TS AS SHOWf'I ON THE DRAWINGS AND AS MANUFACTURED BY
SIERRA BUILDING PRODUCTS UNDER LICEMSE FROM ANCHOR WALL SYSTEMS
2 GEOSYNlHETIC REINFORCCMl:::N I. MIRAGRID AS SHOWN ON THE DRAWINGS.
3 LEVELING PAD BASE
A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MC[TING THE FOLLOWl"lG GRADATION AS D[TERMINED IN
ACCORDANCE WITH AS rM D44B
SIE:VE SILE PEf"\CEN f PASSING
1 INCH 100
3/4 INCH 75 TO 100
NO. 4 0 T060
NO. 40 OTO 50
NO. 200 OTO 5
B BASE THICKNESS 6 INCHES (MINIMUM COMPACTED THICKNESS).
4 DRAINAGE AGGREGATE CLEAN CRUSHED STONE OR GRANULAR FILL MEE l"ING I HI:: 1-0LLOWING GRADATJON AS DI:: l'i::::RMINCD IN
ACCOrmANCE WITH ASTi'il D'1-4B
SIEVE SIZE
1 INCfl
3/4 INCH
NO. 4
NO. 40
NO. 200
Pl::RCEN I PASSING
100
75T0100
0 TOGO
0 TO 50
0 TO 5
5 REINFORCED f-.. lLL. SOIL f-"Rf;;I::: OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP. SW SM OR SC TYPE
CLASSIFIED IN ACCORDANCE VVITH ASTM D2487 AND THI::: uses CLASSII-ICATION SYSTEM AND MEE I·ING THE FOLLOWING
GRADATION j\S DETERMINED IN ACCORDANCE wm I ASTM 0443
sI1-vc SIZE
3 IMCH
f\10. 4
NO. 40
NO. 200
PFRCEN f PASSING
"IOO
20 TO 100
0 TOGO
o ro 35
A THE PL.ASTICITY INDEX (Pl) SHAU. BE l.ESS fHAN 20.
B MAXIMUl'vl PARTICLE SIZE FOR BACKf'"ILL IS THREE 1.3) INCHES
C. UNSUITABLC. SOILS ARE Ol{Gf\NIC SOILS AND THOSE SOILS CLASSIFIED AS ML CL, 01_ MH CH, OH OR PT
D. ALL WALL tlACKFlll MATERIALS SHALL ALSO I IAV[ Tl I[ MINIMUM [NGINEER.ING 1--'ROPERTIES SI IOWN IN SEC l"ION 17 21 r·cM )\
t: rts I Kl:::SULTS or ALL. 1--"KOPOSl:::!J tlACKI-ILL MATERIALS. WHETHER ON-SITE OR IMPORTED, SHALL BE SU8MI ITE:lJ ·10 I HC
ENGll'IEER roR APPROVAL PRIOR TO CONSTRUCTION
G DRAINAGE f.'IPE. PERfORATED OR SLOTTED PVC OR CORRUGATED I-IDPE 1--'IPC l'vlANUFACTURED IN ACCORl.lANCi::: 'NI I H D3034
AND/OR ASTM F405
CONSTRUCTIOl'-I ADrlESIVE. EXTERIOR GRADE:: ADHESIVE AS RECOMMEMDCD BY I HC RI::: I AINING WALL MANUFACTURER
R.11 Aciive projects\Pacific Vista Commerce Cenier\ConstrL1ction Drawings\C703-17067NN0.dwg, SHEET 16, 10/18/201710 33:26 AM
PAC F C V STA COMMERCE CENTER
PLANS ANCHOR RETANNG WALL
7.0 FOUNDATION SOIL NOTES
EXCAVATE IOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWM ON THE DRAWINGS. OR AS DIRECTED BY
! HI:: PROJl::C I G!::OTECHMICAL ENGINEER
2 THE 0\1\JNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINE:C:R TO EXAMINE FOUNDA !ION SOIL ro ENSURE THAT IHE
ACTUAL FOUNDATIOM SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE
DCFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BC.AK!NG CAPACITY OR WILL CAUSE EXCESSIVE WALL SI:: r I LE:.MEf\lT
R[MOV[ SOil NOT MEE rlNG lHE REQUIRED STRENGTH
3 J'HE OWNER SHALL RCTAIM THE SERVICES OF A GEOfECHNICAL ENGINEER TO DETERMIME IF THE FOUNDATIOM SOILS WILL
REQUIRE SPECIAL TREATMEMT OR CORRECTIOM TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT
4 F'ILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL. AS RECOMMENDED BY THE PROJECT GEOTECHNICAL
ENGINEER.
8.0 BASE COURSE NOTES
1 PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION
SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER
A EXTEr,I □ THE l.EV[LING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRE:T[ RETAINING WALL
UNll
8 PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM)
2. COMPACT AGGP.EGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS
3 PREPARE BASE MA] CRIALS ro CNSURE COMPLCTE COMTACT WITH RE"!AINIMG WALL UNITS. GAPS ARE NOT ALLOWED
9.0 ERECTION NOTES
EXCAVATION SUPPORT IF REQUIRED IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE
EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES
2 GENERAL. E:RECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMf'vlENDATIONS, AND AS SPECIFIC:□
HEREIN
3. PLACE FIRST COURSE or CONCRETE WALL UNITS ON THE. PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND
ALIGNMENT. MAINTAIN Tl-IE St\ME ELEVATION AT THE TOP OF EACH UNIT WITfl!N EACH SECTION OF THE BASE COURSE.
4. ENSURE THAT FOUNOArlON UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOil BASE
5 PLACE CONCRETE WALL UNITS SIDE-BY-SIDE FOR FULL LCNGTH OF WALL ALIGNMENT ALIGNMENT MAY BE DONE: BY USING A
ST[\ING LIN!:: MCASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE
'NALL UNITS
6. PLACI:: 12 INCI-IES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. rill
VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN
9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL
INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE
RE:INFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE. LOCATED JUST BEHIND THE CONcr,ETE RETAINING WALL
UNITS, 1 PERCENT {MINIMUM) TO PROVIDE GRAVITY FLO\J\JTO THE DAYLIGHTED AREAS DAYLIGHT THE MAIN COLLECTION
DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM)
INTERVALS ALOMG THE WALL
8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE
COMPACTED BEFOR[ INS l'ALLATION OF NEXT COURSE
9 CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN
L[V!::L, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE
10 INSTALL EACH SUCCEEDING COURSE BACKFILL AS EACH COURSE IS COMPLETED PULL THE UNITS FORI/VARD UNTIL THE
LOCATING SURFACE or THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE INT[RL.OCK
WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETA!MING WALL
UMITS AT EXTERIOR CORr-lERS WITH ADHESIVE SPECIFIED
11. INS l"ALL GtOSYN fHETIC REINFORCEMENT IN ACCORDANCE WlTH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND
THE SHOP DRAWINGS
a ORIENT GEOSYNTHETlC REINl-"OR.C!::MEN I WI I H I HE HIGHEST STRENGTH AXIS PERPENDICULAR TO Tl-IE \/VALL FACE
o. PRIOH IO G!::OSYNTHETIC REINrORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF
Tl-IE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT
C PLACE GEOSYNTH!:: nc Hl.:INFORCEMENT AT THE ELEVATIOMS AND TO THE LENGTHS SHOWN ON THE DRAWINGS
d. LAY Gl::OSYN I HtTIC REINrORCEMENT HORIZOMTALLY ON TOP OF Tl-IE CONCRETE RETAINING WALL UNITS AND I HI::: COMPACTED
BACKflLL SOILS PLACE r·HE GE:OSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING
WALL UNITS PLACE TflE NEXT COURSE. OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEf'vlENT
e THE GEOSYNTHETIC REINFORCEMEMT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL
SOILS. PULL GEOSYNTI-IETIC REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY
HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 IMCHES OF LOOSE FILL
TH[ GLOSYNTI-IETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN TflE
GEOSYNTHETIC REINFORCEME.r-rr STRENGTH DIRECTION ARE NOT ALLOWED.
g DO NOT OPERA!E TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNHIETIC REINFORCEMENT AT LEAST 6
INCi IES OF COMPACTED BACKFILL SOIL. IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICL.ES OVER THE GEOSYNTHETIG
REINFORCEMENT KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM
h RUBBER-TIRED b)UIPl\llENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES Pt::.R HOUR.
TURNING OF RUBBER-TIRED EQUIPMEr-lT IS NOT ALLOWED ON GEOSYMTHETIC REINFORCEMENT
10.0 BACKFILL PLACEMENT NOTES
-1 PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT
2 PLACE FILL WITI-IIN THE KE:INF'ORCED ZONE AND COMPACT JN LIFTS NOT EXCEEDING 6 TO 8 JNCHES (LOOSE THICKNESS/ WHERl::
HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF
PROPELLED COMPACTION EQUIPMENT IS USED
A ONLY LIGHT\/\/EIGHT HANO-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHtr---I 4 FEET OF THE BACK OF THE RETAINING
1/\JALL UNITS.
3 Mlf'JIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN HIE REINFORCED ZONE
/.\ COMPACT TO 90 P[RC[NT OF THC SOIL'S LA80RATORY MAXIMUM DRY DENSITY (ASTM □·1557) FOR THE ENTIRE WALL I l[IGI IT.
B V[RIFY COMPACTION REQUIREMENTS WITH HI[ PROJECT GEOTECHNICAL EMGINEER.
C UTILITY TREMCI I GACKFILL. COMPACT UTILITY TRENCH BACKFILL IN OR BELOW Tl-IE REINFORCED SOIL ZONE TO 90 PERCENT Or'
THE SOIL'S LABORATORY MAXll'VIUM DRY DENSITY (ASTM □·1557). OR AS RECOMMENDED BY THE PROJECT GEOTECI-INICAL
ENGINEER
D MOISTURE CONTENT: AT OK 2 1--"!::RCCN rAGE PO!NTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS.
E THESE NOTES MAY BE CHANGED BASED ON RECOMMENDAl IONS BY THE PROJEC r GEOTECHNICAL ENGINEER.
4 AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE IN ll:RIOR
(CONCEALED) FACI:: 01-· I HI:: WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE.
A rHc. GCNl::RAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAI" THE FINISHED SITE DRAINAGE IS DIRl:::C rE:D AWAY fROM THE
RETAINING WALL SYSH:.M
B IN ADDITION, THE GEMERAL CONTRACTOR IS RESPOMSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT
CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE.
11.0 CAP UNIT INSTALLATION NOTES
1 APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITIOM
2 CUT CAP UNITS AS NLCLSSARY TO OBTAIN THE PROPER FIT
':l BACKFILL AND COMPACT TO TOP OF CAP UNIT
12.0 WALL CONSTRUCTION TOLERANCE NOTES
I WALL CONSTRUCTION TOLERANCES
A VERTICAL A.LIGNMEl'-IT: PLUS OR !\Ill NUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES
OVl.:I< rHtc LENG rH OF THE WALL
B HORIZONTAL LOCATION CONTROL FROM GRADING PLAN:
8. ·1 STRAIGHT LINES PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE. WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES
OVER THE LEMG l"H OF THE WALL
8 2 CORNER AND RADIUS LOCATIONS PLUS OR MINUS 12 INCHES
8.3. CURVES ANO SERPENTINE RADII: PLUS OR MINUS 2 FEET
C IMMEDIATE POST CONSTRUCTION WALL BATTER. WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING
WALL UNITS
D BUL.GING. PL.US OR MIMUS 1-1/4 INCHES OVER ANY -I □-FOOT DISTANCE
13.0 UTILITY NOTES
1 UTILITY INFORMATION MAY NOT HAVE BEEM PROVIDCO TO THE ENGINi::ER OF RECORD FOR THE PREPARAI ION OF THCSI:: PLANS,
AND THERffORE MAY NOT BE INCLUDED. Ii-UTILITIES ARC LOCATED WITHIN THE PROPOSED REINI-ORCED ZONE THE: ENGIN[ER
OF RECORLJ MUS 1· BE MOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL Kt; IAINING WALLS TO REVIEV\/THE DESIGN
AND/OR PLANS. MOlJII-ICATIONS TO THi:: UC.SIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKt: UP fO TEN BUSINESS DAYS
2 UTILITIES MUST BE PROf.'ERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL 1-0RCES FROM I HE SLGMENTAL 8ETAINING WALL
UNITS, REINFORCED SOIL MASS. AND SURCHARGE LOADS (IF ANY).
3 STORM DRAINS Af{E PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN JS LOCP,TED WITI IIN 100 FEET OF Tiff:
RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGH 1·. NEOPRENE 0-RINGS MUST B[ INSTALLED AT ALL STORM PIPE
JOINTS AS A MINIMUM
4 WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGH f WITHIN 100 FEET OF THE RCTAINING WALL LEAKAGE
BEHIND A RETAINIMG WALL I/VI LL INCREASE THE HORIZONTAL PRESSURE AGAIMST THE WALL LEADING TO WALL F'AILURE FOR
THIS REASON, SUBSURFACE WATERLIMES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLl::D ABOVE THE REINFORCED
ZONES OF THE RETAINING WALL. OR WITHIM 5 F[[T OF THE REINFORCED ZONE
14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES
1 INSTALLER JS RESPONSIBLE FOR QUALITY COMTROL OF INSTALLATION OF SYSTEM COMPONENTS
2 THE OWNER SHALL EMPLOY AM INDEPENDENT THIRD PARTY SPE:CIAL INSPECTOR EXPERIENCED IM S[GMENTAL RETAINING WALL
CONSTRUCTION TO PLRFORM QUALITY ASSURANCE VERIFICATIOM OF THE CORRECT INSTALLATION Of"'. SYSEM COMPONENTS IN
ACCORDANCE WITH THESC SPEClflCATIONS AND THE DRAWINGS
3 CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON TH[ DRAWINGS AT THE
IMST ALL ER'S EXPENSE
4 PROJECT GEOTECHNICAL [NGINEER TO PERf:ORM COMPACTION l'!:iSTING OF Tl IE REINFORCCD .BACKFILL PLACED AND
COMPACTED IN THE REINFORCED BACKf'ILL LONE
A fES rlNG FREQUENCY (OK AS DIRfCTED BY PROJECT GEOffCI INICAL ENGINEl:::k)
B ONE TEST FOR EVERY 2 F[[T (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL rEET OF RETAINIMG WALL
C VARY COMPAC rlON JEST LOCATIONS TO COVER Tl IL ENT"IRE ARCA OF THE REIMFORCE:D SOIL ZONE, INCLUDING TH[ AR[A
COMPACTED BY TH[ HAND-OPE RAT[□ COMPACTION EQUIPMENT
5 PROJECT GEOTECHNICAL ENGIMEER TO TES r· ALL. SOIL PROPOSED f'-OR USC IN THE SEGMCNTAL RE IAINING WALL
CONSTRUCTION, INCLUDING SOIL IN THE IOUNDA rlON, RETAINED ANLJ REINFORCED ZONE OF THE I/VALLS, rD CHECK
COMPLIANCE WITH THE MA ll-J-{IAL SPECIFICATIONS AND ENGINEERING PROP!::.K rlES
15.0 STATEMENT OF SPECIAL INSPECTIONS
SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH CBC SECflON 1704 b
2 SPECIAL INSPECTION WORK IS TO BE PERFORMCD BY THE PROJCCT GEOTECHNICAL ENGINEER, ClVIL CNGINEER/SURl/[YOR AND
WALL D[SIGNER AS NOTE:□
3 THE SPECIAL INSPEC'!OR'S RESPONSIBIL.ITIES INCLUDE VERIFYING THE: FOLLOWING:
A UNI f DIMENSIONS SflALL. Bl:: INSPECTED BY THE GEOTECHNlCAL ENGINEER
8 ANCHOR WALL UMIT IDENTIFICATION OF COMPLIANCE WITH ASTM C ·13l2., INCLUDING COMPR.E:SSIV[ STRENGTH Ar-JLJ WATER
ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959. MAl'ERIAL SUBMIT!"ALS TO GE REVIEWED AND APPROVE[) f::lY
rHE WALL DESIGNE:R
C FOUNDATION PREPARATION SHALL BE INSPECTED BY THI:. Gl::OTECHNICAL ENGINEE:I-{
lJ. UNIT PLACEMENT. INCLUDING ALIGNMENT AND INCLINATIOM Sl·IALL BE CONFIRM!::LJ BY THE PROJl:.:CT CIVIL ENGINEER1SURVEYOR
E GEOSYNTHETIC REINFORCEMENT TYPE AMO PLAC!::MENT SHALL Bl:: INSPECTED BY THE GEOTECHNICAL t.NGl!\JEER
F BACKFILL PLACEMENT AND COMPACTION SHALL 81::: INSPECTE!J BY !HE GEOTECHNICAL ENGINEER.
G DRA!NAGI::: PROVISIONS SHALL Bl:: INSPECTED BY THE Gl::.OTECHNICAL ENGINEER.
3.
A
4
A
B
C
D
E
TYPE AND EXTENT OF SPECIAL INSPECTIOM·
SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS
TYPE ANO EXTENT OF EACH TES I
MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCI:: PER WALL PRIOR TO rHE START OF CONSTRUCTION
CONCRETE UNIT SHALL HAVE A MINIMUM 28-!JAY COMPRESSIVE S l"RENGTH OF 3,000 PSI AND A MMIMUM WATH{ ABSORPTION ur
7 PERCENT
FOUMDATION PREPARATION SHALL BE INSPECTED FOR CO!VlPLIANCE WITH Tl IE AMC HOR RCTAINING WALL. DESIGN PARAMETERS
AND GEOTECHNICAL ENGINEER Of RECORD RECOMMENDATIONS OMCE PER WALL PRIOR TO WALL CONSTRUCTION
ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL. Bl:: VERIFIED BY SURVEY[□ WALL HORIZONTAL LOCATIOf'I PRIOR TO
CONSTRUCTION AND CORRECJ" BLOCK PLACEM[NT AGAINST TH[ LOWU{ BLOCK'S AUGNMENT DEVICE DURING CONS.fRUCTION
GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFlED PRIOR TO CONSTRUC ! ION WITH AN IMSPECTION OF THE
GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL, COMSTRIJCTION PLACD.11ENT Or' GEOSYf\lTI-IETIC
RE::INFORCEMENT SHALL Bl COMTIMUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITI I THE ;.\NCl-lOR
RETAINING WALL PLANS
I-'. BACKFILL SOIL SHALL Bl:: VC.KII-IE::U IN COMPLIANCE WI Ill THE ANCHOR RETAINING WALL PLANS ANlJ SOIL DESIGN PARAMETLRS
PRIOR TO AND PERIODICALLY. Ir NEEDED DURING CONSTRUCTION BACKrlLL SOIL COMP AC I ION SHALL BE CONTINUOUSLY
OBSERVED. BACKFILL TO BE COMPACTED TO AT LCAS I 90 PERCEN r or IHE MAXIMUM DRY O[NSITY AS DE IH~MINED BY AS l"M lJ
155{'.
G ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH ·1HE ANCHOR RE l"AINING WALL PLANS AND THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER 01-' RECORD AS CONSTRUCTED AND PRIOR ·10 BACKFILL
5. SEISMIC OR WIND RESISTANCE:
A THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RE:SISTANCE PER CCIC '170b
6 STRUCTURAL OBSERVATIONS
A rHERC ARE: NO REQUIRED STRUCTURAL OBSERVATIONS Pb.H CBC "1704 6
7 SPECIAL INSPECTION NOTES
A THE SPECIAL lMSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION ro, AND NOT A SUBS I ITUT[ FOR THOSE IMSl--'l:::CTIOr-Js
REQUIRED TO BE PERFORMED BY THE BUILDING INSPE:CTOR.
16.0 SUBMITTALS
1 THE GEOTECHNICAL ENGINEER SHALL SUBMIT LETTER TO RED ONE ENGIN[[Rlr-JG PRIOR TO Tl IE START OF SEGMEMTAL \NALL
CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MCET Tl-IE REOUIRC:MENTS or THIS SPECIFICATION
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, LIMITED TO WORK
TO BE DONE ON SHEETS 16-23, 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 SPECIFICATIONS BY THE CITY OF
CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DESIGN.
RED ONE ENGINEERING, INC.
1295 DISTRIBUTION WAY
VISTA, CA 92081
PHONE: 760-410-1665
BY=#.!fl-i!Ld
MATTHEW M. MERRITT, R.C.E. 68429
EXPIRES 09-30-19
DATE: !o/18/t?
17.0 ANCHOR WALL DESIGN NOTES
1 IT IS Tl-IE RESPONSIBILITY OF THE OWNCR OK OWNER'S REPRESENTATIVI:: ro VERIFY Tl-IE SOIL STRENGTH DESIGN PARAMETERS
ARE REPRESENTATIVE or I HE SOILS AVAILABLE FOR WALL CONSTRUC ! ION IF THE SOil STRENGTH PARAMETERS ARE l"OUND
TO Bl:: INCONSISTE:NT WITH Ti-lOSE ASSUMED BY THE 1:.NGINEt:K or RECORD THIS DCSIGM IS NO LONGER VALID AND I r.Is THE
RESPONSIBILITY OF THE OWNER OR OWNCJ-{S REPRESENTATIVE TO NO I IFY Tl·I[ ENGINEER OF RECORLJ SO l"HE RETAINING WALL
SYSTEM CAN Lil Kl:::DESICONElJ F-AILURE TO NOTIFY I HE ENGINl:.ER OF RECORD !VlAY RESULT IN FAILURE OF THE RUAIN1NG
I/\/ALL
2 SOIL. DESIGN f--lAl~AIVlETERS
A RCINFOF~CED SOIL PHI= 30 DE'Gkt:ES C= 0 PSF GM1lMA..., '130 PCF
RETAINED SOIL f--'HI..., JO D[GREES c-u PSF' GAMMA= no Per
FOUNIJAl'ION SOIL PHI= 30 DEGRCCS C= 0 PSF GAMMA-130 PCF
3 DESIGN PEA.K GROUND ACCELl:::RA TION (2ITPGArn Pl::R 1016 CBC AND ASCE 7-'IO)· 0 2!:JG
4 REINFORCED BACKFILL SHALL MEET SOIL CLASSlf'"ICATION, GRADATION AND PLAS I ICITY INDEX AS STATCD IN SECTION 6 5 THIS
SHEET
5 GEOTECHNICAL PARAIVlETERS USED FOR lJ!::SIGN SHALL BE CONFIRMElJ i:lY GEOTECHNICAL ENGi NEEi"\ PRIOR m WALL
CONSTRUCTION
6 LATERAL EARTH PRl.::SSUF<.ES AR.I:: lJETERMINED USING COULOrvrn l:::.ARTH PRESSUl{I:: I Hl:::ORY
"( lN I C.KNAL STABILITY or WALLS
A MINIMUM FACTOR or SAFETY ON GEOGRID 8 rRl:::NGTI-I = 1 so
B MINIMUM I ACTOR OF SAFC I YON GEOGR.llJ PULLOUT= 1 50
C PERCENT COVERAG[ OF GEOGRID ~, 100%
8 EXTERNAL ST AGILITY
A. Mlf\llMUM FACTOR OF SAFETY AGAINST BASf::: SLIDING"' 1 50
B i'v'llNIM\JM f'ACTOR OF SAFETY AGJ.\INST OVERTURNING= 2.00
C. rvllNIMUM FACTOR OF SAFETY AGAINST SOIL BEf\RING OVERSTRESS= 2 00
D. UNIFORM SURCHARGE= AS SHOWN ON smUCTURAL CALCULATIONS
E BACKF-ILL SLOPE= AS SI-I0\1\/N ON SIT[ PLAN ANDS rRUCTURAL CALCULATIONS
9 GLOBAL STABILITY {TO Bl:: CONrll"\Ml::.D BY G[OTECHNICAL ENGINEER)
A MINIMUM FAG [OR OF SAFETY AGAINST STATIC GLOBALS rABILITY --1 50
B MINIMUM FACTOR OF SAH::: IY AGAINS! SEISM!C GLOBAL STABILITY= 1.15
18.0 ANCHOR WALL ICC REPORT
ANCI !OR \NALL SYSTEM Af--'Pr\OV[D FOR. US[ WITli MIRAFI GE:OGRID IN ICC-ES Rl::POfH ESR-1959
19.0 APPLICABLE BUILDING CODE
ALL CONSTRUCTION SI !All. CONfORM TO THE 2016 CALIFORNIA BUILLJING co□=
20,0 ANCHOR RETAINING WALL PLAN SHEET INDEX
SHEET 16
SHEET "17
Si-11:-1::!18
SHEET19
SHEET 20
SHEET 2·1
SHEl::T 22
SI l!::C I 23
TITLE SHEE'I AND NOTES
ANCHOR WALL PLAN VIEVV
ANCHOR WALL f--'LAN VIEW
ANCHQf-{ \NALL Pl<0I-·ILb
ANCI IOR WALL PROFIL[
AMCHOR WALL PWJr'ILE
ANCHOR WALL Pr\Or'ILE
TYPICAL WALL S[CTION AND DC IAILS
ANCHOR RETAINING WALL DESIGNED
FOR INTERNAL AND EXTERNAL STABILITY ONLY.
GEOTECHNICAL ENGINEER OF RECORD TO CONFIRM
SITE GLOBAL STABILITY.
11 AS BUILT''
fl,Jf-/J -f LJ ~h I lr1
DATE
,, DATE
~ CITY OF CARLSBAD ~ 1------1---+----------------+-----11----+---+---1 ~ ENGINEERING DEPARTMENT L_EJ
;:::AN:;::;C:;H:;O:;R'...:R;:E;:T;:AI::;:N;:IN;;;G:::;W::ALL~::;P;:LAN:::;:S;::;F:;O;R::: ==='..-=:===:
prepared by
1~ed
one
engineering Inc
1295 distribution way
vista, ca 92081
phone 760.410.1665
facsimile 760.509.0078
matt@red1engineering com
PREPARED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION WAY
VISTA, CA 92081
TEL 760 509 0079
FAX /60 509 0018
GEOGRID
RETAINING WALL SYSTEMS, INC
3-26-1'1 MMM AS-BUILT
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
PACIFIC VISTA COMMERCE CENTER
TITLE SHEET AND NOTES
GR2017-0039 A
APPROVED: a
CITY ENGINEER .I
DWN BY:
CHKD BY:
RVWD BY:
fj I JASON S. p~LDERT
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SEE PROJECT GRADING PLAN FOR SITE INFORMATION.
2. GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. SHALL COORDINATE THE INSTALLATION
OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING,
INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL
EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING
WALL CONSTRUCTION.
3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE
GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS
COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING
WALL.
R:\1 Active projects\Pacif1c Vista Commerce Center\Construct1on Drawings\C703-17067NN0.dwg. SHEET 17, 10/18/2017 "IQ 33-27 AM
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LIMIT OF GEOGRlp ....
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~ CITY OF CARLSBAD SHEETS
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:::AN=:::::C=H::::O::::R'..':R;:E;:T;::AI~N~IN~G::::W~ALL':;::~P;:LANS~~FO:;:;:R:::::::==='--===~
prepared by 1~ed
one
engineering Inc
1295 distribution way
vista, ca 92081
phone 760.410.1665
facsimile 760.509.0078
matt@red 1 engineering.com
PREPARED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION WAY
VISTA CA 92081
TEL 760 509 0079
FAX 760 509 0078
GECGRID
RETAINING WALL SYSTEMS, INC
DAlE INITIAL OAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
OAlE INITIAL
CITY APPROVAL
PACIFIC VISTA C0MM£RC£ CENTER
ANCHOR WALL PLAN VIEW
nAP~P~R:O~V:E:D:~~.i,!L~~L~-~J=A=SO:N ~· l.DERT _ II I ,n.
CITY ENGINEER PE 63912 EXPIRES 9 30 18 A
DWN BY:
CHKD BY:
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PROJECT NO.
SDP2017-0002
DRAWING NO.
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SEE PROJECT GRADING PLAN FOR SITE INFORMATION.
2. GENERAL CONTRACTOR/DEVELOPER AND GEOGRID, INC. SHALL COORDINATE THE INSTALLATION
OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING,
INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL
EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING
WALL CONSTRUCTION.
3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE
GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS
COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING
WALL.
RI\ 1 Aciive projects\Pacific Vista Commerce Center\Construction Drawings\C703-17067NNO.dwg. SHEET 18, 10/18/2017 10.33.32 AM
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RETAINING WALL PLAN VIEW
SCALE: 1"= 40'
PREPARED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION WAY
VISTA CA. 82081 1295 distribution way TEL 760 509 0019
vista, ca 92081 FAX 700 509 0078 :., ;,
phone 760.410.1665
facsimile 760 509.0078 GEDGRID matt@red 1 engineering.com 3·26-fq MM/,1/ AS-BUILT
DATE INITIAL DATE INITIAL
RETAINING WALL SYSTEMS, INC ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE
LIMIT OF GEOGRID_
REINFORCEMENT (il'YP.)
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~ CITY OF CARLSBAD ~ 8 ENGINEERING DEPARTMENT 3
ANCHOR RETAINING WALL PLANS FOR:
PACIFIC VISTA COMMERCE CENTER
ANCHOR WALL PLAN VIEW
GR2017-0039
APPROVED: (I.. j, JASON S./,Gf,LDERT
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CITY ENGINEEl PE 63912 EXPIRES 9/30/18 DATE
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R:\1 Active projecis\Pacific Vista Commerce Center\Construction Drawings\C703-17067NNO.dwg, SHEET 19, 10/18/20'17 10:33 37 AM
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ANCHOR RETAINING WALL #1 PROFILE
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prepared by PREPARED FOR THE EXCLUSIVE USE OF 1~ed
one
engineering Inc
1295 distribution way
vista. ca 92081
phone 760.410 1665
facsimile 760.509.0078
matt@red 1 engineering.com
1295 DISTRIBUTION WAY
VISTA, CA 92081
TEL 760 609 0019
FAX 760 509 0078
RETAINING WALL SYSTEMS, INC
DAYLIGHT TD SLOPE
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1295 distribution way VISTA, CA 92081
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phone 760410.1665 one facsimile 760.509.0078 GEDGRID matt@red 1 engineering. com
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prepared by PREPARED FOR THE EXCLUSIVE USE OF
l'ed 1295 OISTRIBUTION WAY
1295 distribution way VISTA, CA 92081
TEL 760 509 0079 ·•·· ' vista, ca 92081 FAX 760 509 0078
phone 760.410.1665
' _,,,_,;,'
one facsimile 760.509.0078 GIGGRID matt@red 1 engineering_ com 3·26-1'1 MMM AS-BUILT
DATE INITIAL
engineering inc RETAINING WALL SYSTEMS, INC ENGINEER OF WORK REVISION
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PACIFIC VISTA COMMERCE CENTER
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APPROVED: / / / • -JASON ~/, 9.ELDE ~T
/ Ml 11.,:J..01.:
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prepared by PREPARED FOR THE EXCLUSIVE USE OF 1~ed
one
engineering Inc
1295 distribution way
vista, ca 9208'1
phone 760.410.'1665
facsimile 760.509 0078
matt@recl 1 engineering. com
1295 DISTRIBUTION WAY
vIs·I A, CA 92081
fEL 760 509 0019
F" AX 760 509 00 78
RETAINING WALL SYSTEMS, INC
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DWN BY: 'H
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vista, ca 92081
phone 760.410.1665
facsimile 760 509 0078
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engineering inc
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TYPICAL REINFORCED WALL SECTION
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PREPARED FOR THE EXCLUSIVE USE OF
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VISJA, CA 92081
TEL 760 509 0079 /,:< <+ll!i ',,
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DATT: INITIAL
RETAINING WALL SYSTEMS, INC ENGINEER OF WORK REVISION DESCRIPTION
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ANCHOR RETAINING WALL PLANS FOR:
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TYPICAL WALL SECTION AND DETAILS
GR2017-0039 A
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