HomeMy WebLinkAboutDWG 432-2C; SDP 01-01B; BILTMORE PACIFICA; 01-08GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTI-IER PLANS PREVIOUSLY APPROVED BY Tl-IE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON Tl-llS SET OF PLANS.
2. APPROVAL 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 Tl-llS PROJECT. Tl-IE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE Tl-IE DEVELOPER OR ENGINEER-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 APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM Tl-IE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN Tl-IE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING Tl-IE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301 .(b)S OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM Tl-IE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
Tl-IE CITY AND OTHER APPROPRIA TIE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT Tl-IE WRITTIEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON Tl-IE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF Tl-IE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF Tl-IE 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 TIESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN Tl-IE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF Tl-IE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH Tl-IE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
"EARTHWORK SPECIFICATIONS" ATTACHED TO Tl-IE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO Tl-IE
PROJECT INSPECTOR.
14. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT Tl-IE SITE PRIOR TO Tl-IE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL
OJ):JER ASPECTS OF Tl-IE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760)602-2740 AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. Tl-IE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTI-IER THAN FOR PRE-CONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
/760)438-3891, INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSP ECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTIER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATIE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO 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 Tl-IE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. Tl-llS 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 Tl-IE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM Tl-IE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF Tl-IE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITI-IIN ANY WORK AREA
DURING CONSTRUCTION. OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTIEN AUTI-IORITY 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,
EARTI-1 MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIA TIED
GRADING EQUIPMENT SHALL BE LIMITIED TO THE PERIOD BETWEEN 7: OD A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING
OPERATIONS SHALL BE CONDUCTIED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTIES SHALL BE SUBMITTED BY Tl-IE CONTRACTOR TO Tl-IE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATIERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. Tl-IE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF Tl-IE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON Tl-IE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN Tl-IE PONDING OF
WATER IS NOT PERMITTED. ALL EARTI-IEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL CLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY Tl-IE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITIE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATIED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF Tl-IE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING CLANS.
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. 432-2L, AND/OR AS DIRECTIED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. Tl-IE OWNER/APPLICANT SHALL INSURE Tl-lAT ALL CONTRACTORS SHALL COORDINATE
Tl-IE WORK OF Tl-lESE GRADING PLANS WITI-1 THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND Tl-IE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETIE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATIE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITI-1 3/4"
ROCK PER SDRSD S-4 TYPE "c'' AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF Tl-IE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTIED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND ) WITI-IIN Tl-IE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF Tl-IE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTIED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITI-1 A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
SBC
ADELPHIA
CITY OF CARLSBAD(STREETS & STORM DRAIN)
*CITY OF CARLSBAD(SEWER,WATIER & RECLAIMED WATER)
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA WASTIEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
*BUENA SANITATION DISTRICT
* AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
1-800-422-4133
(760)438-6200
(760)489-3441
(760)438-5241
(760)602-2720
(760)438-2722
(760)753-1145
(760~753-0155
{760 744-0460
760 753-6466
760 565-5657
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS j11.06.170(B)!
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO Tl-IE CITY ENGINEER VIA THE
PROJECT INSPECTOR l11.06.190(B)! CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETIE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITI-1 CITY
CODE AND Tl-IE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECO MMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABOR A TORY TESTS. Tl-IE REPORT SHALL ALSO
INCLUDE A STATIEMENT BY Tl-IE SOILS ENGINEER Tl-lAT THE
GRADING WAS DONE IN ACCORDANCE WITH Tl-IE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITI-1 AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY Tl-IE CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITI-IIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, Tl-lESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLAN CHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED "BILTMORE PACIFICA CARLSBAD, CALIFORNIA UPDATED
GEOTIECHNICAL RECOMMENDATIONS", PREPARED BY GEOCON, INC. DATED
MARCH 9, 2005, PROJECT NO. 06480-32-02, SHALL BE CONSIDERED AS A PART
OF Tl-llS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH
Tl-IE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
SOILS ENGINEER'S CERTIFICATE
1, T-osQ.~1,--T \/c:tt::~\ , A REGISTIERED cIV1L
ENGINEER OF T E STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF Tl-IE SOIL CONDITIONS PREVALENT WITI-IIN Tl-llS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN Tl-IE DATES OF
>•,:,-.r~ I , 20 O S AND l"\c.rc\., 5 , 70 0 $. TWO
COPIES OFE SOILS REPORT COMPILED FROM Tl-llS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF Tl-IE CITY
ENGINEER.
SIGNED: Sy.1 ~ (w
P.E. NO.: _G~E.~'.J-~'i='D_...\ ______ _
DATIE: _3~)~\J>"'-+-/o~(,,,~-------
LICENSE EXPIRATION DA TE: _°'_f_3_o~/._o~G:,~--
OWNER 'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTIERED SOILS ENGINEER OR
GEOLOGIST HAS B EN OR WILL ~½ETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVIT AND ADVISE \JN/IHE COMPACTION AND STABILITY OF
Tl-llS SITIE.
NAME
3 -/ -c?(=.
DATE
OWNER / APPLICANT
ASCENT-BILTMORE CARLSBAD, LLC
8475 E. HARTFORD DRIVE, SUITE 201
SCOTTSDALE, ARIZONA 85255
CONTACT: THOMAS SMITI-1 FIRE
by :
da-1:e :
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR Tl-llS PROJECT, Tl-lAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER Tl-IE 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 Tl-lAT 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: LANG ENGINEERING COMPANY
ADDRESS: 561 SAXONY PLACE, SUITIE 101B
CITY, STATE: ENCINTAS, CA 92024
TELEPHONE: (760) 487-1918
BY: W«, .... f.A/41t DATE: O.J-14--tl~ 7
RICHARD G. LANG, P.E.
R.C.E. NO.: 39016
REGISTRATION EXPIRATION DA TE: MARCH 31, 2007
VICINITY MAP WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS CURRENT AT Tl-IE
TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
CITY Of' OCEANSIDE 1. CARLSBAD MUNICIPAL CODE 78
CITY Of' VISTA
OCEAN
Section 4216/4217 of the Government
Code requires that a Dig Alert Identification
Number be issued before a
"Permit to Excavate· will be valid.
For your Dig Alert 1.0. Number Call
Underground Service Alert
TOU. REE ~
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 5881, 5882, 5883 DATED MAY 4, 2005.
5. Tl-IE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, IN CORPORA TIED DATED FEBRUARY 7, 2001, OCTOBER 8,
2004 AND MARCH 9, 2005.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MAY BE MODIFIED BY THE CITY OF CARLSBAD
STANDARDS.
8. COASTAL DEVELOPMENT PERMIT, CDP 01-02(8), SDP 01-Dl(B)
9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND
RECLAIMED WATER.
10. STORM WATER MANAGEMENT PLAN PREPARED BY LANG ENGINEERING COMPANY, DA TIED: MARCH 8, 2005
11. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY LANG ENGINEERING COMPANY, DATED: SEPT. 1, 2005
WDID # 937C334680
12. CALIFORNIA STORM WA TIER QUALITY ASSOCIATION, STORM WA TIER BEST MANAGEMENT PRACTICE, 1coNSTRUCTION
HANDBOOK AND THE STATIE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITIE BEST
MANAGEMENT PRACTICES (BMP ) MANUAL.
13. MITIGATIED NEGATIVE DECLARATION, SEPTIEMBER 19, 2001; PLANNING COMMISSION RESOLUTION 5040.
PROJECT
SITE
TMENT
Alff.
CITY Of' ENCINITAS
FEMA FLOOD ZONE INFORMATION
SUBJECT PROPERTY LIES WITHIN ZONE X AS INDICATED ON PANEL
06073C1031F DATED JUNE 19, 1997.
LEGAL DESCRIPTION
THAT PORTION OF THAT CERTAIN PARCEL OF LAND SHOWN AND DESIGNATED
AS DESCRIPTION NO. 3, 78.01 ACRES ON RECORD OF SURVEY MAP NO.
5715 FILED IN Tl-IE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, DECEMBER 19, 1960, BEING A PORTION OF LOT "G" OF RANCHO
AGUA HEDIONDA, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO Tl-IE MAP THEREFORE NO. 823, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896, L'r1NG
SOUTHERLY OF THE CENTERLINE OF COUNTY ROAD SURVEY NO. 1534 AS
SHOWN ON SAID RECORD OF SURVEY MAP NO. 5715. (NOW KNOWN AS
PALOMAR AIRPORT ROAD) AND L 'r1NG WESTERLY OF A STRAIGHT LINE
DRAWN NORTHERLY FROM Tl-IE MOST NORTI-IERL Y CORNER OF THE
"DESCRIPTION NO. 5" OF SAID RECORD OF SURVEY MAP NO. 5715 TO A
POINT ON Tl-IE CENTER LINE OF SAID ROAD SURVEY NO. 1534, DISTANT
THEREON NORTH 78'54'09" WEST, 110. 74 FEET FROM THE WESTERLY
TERMINUS OF THAT 1200 FOOT RADIUS CURVE IN THE CENTIER LINE OF
SAID ROAD SURVEY NO. 1534 AS SHOWN ON SAID RECORD OF SURVEY MAP
NO. 5715.
PROJECT LOCATION
THIS PROJECT IS LOCA TIED WITI-IIN ASSESSORS PARCEL NUMBER: 212-040-25
BASIS OF BEARING S
THE BASIS OF BEARINGS FOR THIS PLAN IS A PORTION OF THE CENTERLINE
OF PALOMAR AIRPORT ROAD AS SHOWN ON RECORD OF SURVEY MAP NO.
13466, I.E. N78'19'31"W.
SITE GRADING GUIDELINES
1. ALL GRADING ACTIVITIES SHALL BE LIMITIED TO THE "DRY SEASON"
APRIL 1st-OCTOBER 1st OF EACH YEAR. GRADING ACTIVITIES MAY BE EXTENDED
TO NOVEMBER 15th OR BEYOND WITH WRITTEN APPROVAL BY THE CITY ENGINEER
AND ONLY IF ALL EROSION CONTROL MEASURES ARE IN PLACE BY OCTOBER 1st.
2. UPON COMPLETION OF GRADING, DEVELOPER SHALL FILE AN "AS-GRADED"
GEOLOGIC PLAN WITH THE CITY ENGINEER. Tl-IE PLAN SHALL CLEARLY SHOW ALL
THE GEOLOGY AS EXPOSED BY THE GRADING OPERATION, ALL GEOLOGIC
CORRECTIVE MEASURES AS ACTUALLY CONSTRUCTIED AND MUST BE BASED ON A
CONTOUR MAP WHICH REPRESENTS BOTI-1 Tl-IE PRE AND POST SITIE GRADING.
THE PLAN SHALL BE SIGNED BY BOTH Tl-IE SOILS ENGINEER AND THE
ENGINEERING GEOLOGIST, AND SHALL BE SUBMITTIED ON A 24" x 36" MYLAR OR
SIMILAR DRAFTING FILM FORMAT SUITABLE FOR A PERMANENT RECORD.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TIED BY AERIAL SURVEY
DA TED FEBRUARY 3, 2000 BY TOWIL, INC. FOR LARET ENGINEERING, INC.
ADDITIONAL TOPOGRAPHY AND FIELD VERIFICATION WAS GENERA TIED BY FIELD
SURVEY COLLECTED IN APRIL 2005 BY STIEVEN L. WOODS, SURVEYOR
REGISTERED LAND SURVEYOR, REGISTRATION NO. 6427, EXPIRATION 12/31/2006
BENCH MARK
CITY OF CARLSBAD BENCHMARK NO. CLSB-053
BEING A FOUND 2.5" BRASS DISC IN NORTHWEST CORNER
OF VAULT ON Tl-IE WEST SIDE OF HIDDEN VALLEY ROAD
0.1 MILES SOUTH OF PALOMAR AIRPORT ROAD. ELEV. = 82.744'
DA TUM: M.S.L., NGVD '29
RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL,
ROS NO 17271 ...
LEGEND
DESCRIPTION DWG. NO.
PROJECT BOUNDARY
EXISTING CONTOUR-----------------------
EXISTING SPOT ELEVATION ____________________ _
PROPOSED CONTOU,~----------------------
PROPOSED SPOT ELEVATio,.._ __________________ _
AUTO PARKING/DRIVE LANES _______ SEE SHEET 6 _______ _
LIGHT TRUCK DRIVES, __________ SEE SHEET 5 _______ _
PORTILAND CEMENT CONCRE L_ ______ SEE SHEET 6 _______ _
PRIVATIE 6" CURB ___________ G
PRIVA TIE 6" TYPE "G" CURB AND GU TTIER __ G
PRIVA TIE CONCRETIE SIDEWAL,~------G-7, G-9 ________ _
3' WIDE CONCRETIE SWALE ®-----------
PRIVATIE 12• HDPE STORM DRAIN -6Q __________ _
PRIVA TIE 15" HOPE STORM DRAIN _____ ~-60 __________ _
PRIVATIE 18" HOPE STORM DRAIN _____ ~-so __________ _
PRIVATIE 24" HDPE STORM DRAIN _____ ~-so _________ _
PRIVATIE 24" RCP STORM DRAIN, D-1500 ______________ _
PRIVATIE TYPE •1• CATCH BASIN-----~-2-----------
PRIVATIE TYPE "G-2" CATCH BASIN----~
STORM DRAINAGE STRUCTURE _____ _,_, 35 __________ _
PRIVATIE 6" PVC SEWER LINE ___________________ _
PRIVA TIE SEWER CLEAN OUT ____________________ _
DIRECTION OF SURFACE FLOW _________________ _
8" PUBLIC WATIER MAIN, ________ ~ER DWG 432-2D _____ _
8" PRIVATIE FIRE SERVIC,~--------------------
RIDGE LIN~--------------------------
EXIST. CURB AND GUTTIER/EDGE OF PAVEMENT-------------
EXIST. WATIER LINE ______________________ _
EXIST. RECLAIMED WATIER LIN~-------------------
EXIST. SEWER LINE ______________________ _
EXIST. STORM DRAI,.._ _____________________ _
EXIST. JOINT UTILITY TRENCH (ELECT., GAS, PHONE. CABLE) _______ _
EXISTING STREET LIGHT _____________________ _
SYMBOL
~41 o-----......_
(325.11) ------325---
325,11
... . . ...
.-•• ~ ·.·4 .. "· •
§
□ n
-----s----
--o----s----
------W'---
--- ----Fw---
____ RIDGE ___ _
,,
------w---
-------RW--
-----S----
===SD=====
----JT----
o--J:)
SHEET INDEX
SHEET 1: TITLE SHEET
REFERENCE DRAWINGS
SHEET 2: PRECISE GRADING PLAN
SHEET 3: PRECISE GRADING PLAN
SHEET 4: PRECISE GRADING PLAN
SHEET 5: SITE SECTIONS & DETAILS
SHEET 6: PAVEMENT SECTION PLAN
SHEET 7: EROSION & SEDIMENT CONTROL PLAN
SHEET 8: EROSION CONTROL DETAILS
SDP 95-01 LAUREL TREE APARTMENTS
368-1 LAUREL TREE LANE WATERLINE
231-7 8" SANITARY SEWER
283-7 PALOMAR AIRPORT ROAD
432-2 LAUREL TREE LANE EXTENSION
432-2A TEMP. STOCKPILE PLAN
432-2B CHANNEL MITIGATION PLANS
432-2D IMPROVEMENT PLANS
QUANTITY
69,174 S.F.
70,237 S.F.
3,805 S.F.
6,126 L.F.
1,269 L.F.
11,003 S.F.
3,923 S.F.
149 L.F,
97 L.F.
104 L.F.
130 L.F.
29 L.F.
5 E.A.
2 E.A.
1 -24" RCP
354 L.F.
5 E.A.
MARCH 14, 2006
EARTHWORK QUANTITIES P~~EPARTMENT APPROVAL "AS BUILT"
CUT: 17,654 C.Y. -LANG-f:b_,, .• c dx:~ ,,.,, _____;.u_ DATE:8 /J/ /CC 11-/2-07 FILL: 29,780 C.Y. (SIGNED)
,-;_ •1~RECTOR ~ IMPORT: 12,126 C.Y. . . G 3';10!b, EXP,03=----=-0'.=) DATE REMEDIAL: 3,800 C.Y. engineering co.
Consul-ring Engineers Lend Planners DATE:~ 1~, / o6 L GNED) a;-n~ NOTE: THESE QUANTITIES ARE FOR BONDING PURPOSES ONLY.
Tl-lEY DO NOT INCLUDE SHRINKAGE OR EXPANSION OR 561 SAXONY PLACE, SUITE 1018 PH~760~487-1918
RECOIIIIENDED BY: U,..,J /_.ya/Cb 1/-r/ ... 1 ENCINITAS, CALIFORNIA 92024 FAX 760 487-1917 REMEDIAL GRADING QUANTITIES. ACTUAL QUANTITIES MAY VARY. °rc'i'2006 LANG ENGINEERING CO~PANY .,
(PRINT NAlll!) -INSPECTO~ DA TIE
10/11 '" LAN G I f\ Ri.'11':>1!1, -S ~ ?, Al,lc,4-II /1/04 7]i;if I SH~ET I CITY OF CARLSBAD I SH ~TS I ENGINEER OF WORK II {,i 07 \,.Al,I<,, A-S -e,v11.,,-s
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR: ~ .... _e',,,/4 t1~ -
03-14--0(,, BILTMORE PACIFICA
RloCHARD G. LANG, RCE DATE LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823
REGISTRATION NO. 39016, EXP. 03-31-07 R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3)
CARLSBAD MUNICIPAL WATER DISTRICT
APPR01£._, l LENN T. PRUIM ~t., ~-.. lf.,e JJ•l1 ~ ,}Jojo& "t .... L0 '
CITY ENGINEER RCE 51274 EXP.09/30/07 DATE
DWN BY: PROJECT NO. DRAWING NO.
ROBERT J. WOJCIK DATE DA1E INITIAL DA1E INITIAL DA1E INITIAL CHKD BY: jut.
DISTRICT ENGINEER R.C.E. 33698 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPfOVAL RVWD BY: ,.)L.~ SDP 01-0l(B) 432-2C
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83+00
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EXIST. RAISED MEDIAN
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~ PER DOC. 165716
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EXIST. RAISED MEDIAN
89+00
126' EASEMENT FOR COUNTY HIGHWAY
PER DOC. 165716
----
------------!I 2·-------------
o\ ' ' ---tl-----_:~~:---+-:::---=:==--==-t---16''w·----------------"-:,,.__'-______ 16''w'------------------------16''w>------------------------16"W'----------------------j--!6"W
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i;; EASEA;';NT FORHIGHWAY,-DF/Aff/AGEAND-!05-----i;; 1 ,------------------------------5' PUBLIC SIDEWALK___ -7o1r -----------------------~ ----------- ---------110 -_ --- -----_ _L""-. ____ -__ -EASEMENT FOR HIGHWAY, DRAINAGE AND---- - - - - - --!70--·
OPEN SPACE PE]'/ DOC. 90-5046§?._,04 ----·---------------PER DWG 432-20-----~-:..:-:------!06------------------------------------------------------!OB----------------~-SZ _________________ OP£N SPACE PER DOC. 90-504662-wa-------------------------
lr i // /_/-,/~-/-/,,,✓,,..---_---.......... _ ..... -_-__ l_!_-6-i....c---H-7"+-~---~-E-~0s-:MENT-FOR :IGH:-::a-RA-1-NAG:::: -_-_--_-_--_--_--_-_--_-_ -- --_..:::::----"'-'----,o4 .:-=-::. ____ ----~~~~~~~---_---~~------~-=-=--=--=-1~--=--========~0~--=--~-:=-=--~--========~=======-~~'6=_-_-_-_-_-_-_-_-_-_~_!;.c:0"-'~=1-~-----__ ------===== -
,,-1-/ / -------------io,5--1-,..,,;.;J,.b,.,;,'~_'._---oPEN SPACE PER Doc. 90-504662 __ --------------------------------w2---------------------------PROPOSED :~:-;u-R~------£-_:-_:-_:-_:-_:-_:-_:-_:-_:-_:-ID2---_:--_______________________________________________________ / -PROPOSED MOW CURB ex,
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==s=~ _.. ...-;/' .,,/,.. ID ~e----! a::: -,--------.,,.,,,,,,.,,, ~1!)-AR.g __ 105.40TC ', ',,, 104.31FL \
, 104 5TC , , /:!;i/.!:' T ___ -11 1 ' /(03 92TC 105 21TC -f;H:'i,pf'. "'-""-:,,~ 105. TC 8.'5'. 10513TC ,, H.P.
/ 3' I.JRB BREA /-✓ " ,r =r= ---10 ==-8.5' 105.19TC RB REAK ',
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INV. 24" HOPE OUT-99.69
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104.7 TC ----.m . ---·
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Scal e: 1" =
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' \ PRIVATE STORM DRAIN TABLE
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102.89TC
"
102.67TC
MID ARC 103.0BTC
103.01TC
MID ARC
10 .93TC
MID ARC
102.96TC
103.34TC
1 3.04 C
103.00TC
103.23TC
42TC
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NO. BRG./RAD. DELTA SLOPE LENGTH 0100 {CFS) V100 (FPS) COMMENTS
21 S78"20'54"E 0.50% 49.4' 6.16 4.76 24" HOPE
2 TYPE I CATCH BASIN (SEE DATA ON PLAN)
S5910'51"E 0.50% 103. 7' 4.69 4.45 18" HOPE
;24 TYPE I CATCH BASIN (SEE DATA ON PLAN)
39 N78"20'53"W 0.88% 19.5' 2.38 4.62 12" HOPE
40 TYPE I CATCH BASIN (SEE DATA ON PLAN)
51 S5111'25"E 1.05% 49.68' 0.97 3.93 8" PVC
5. N83"48'35"E 1.05% 197.18' 0.84 3.81 8" PVC
55 S0611'25"E 4.52% 28.32' 0.13 4.15 4" PVC
5, S0611'25"E 2.00% 29.33' 0.47 4.21 8" PVC
59 N83"48'35°E 2.00% 80.02' 0.30 3.76 6" PVC
61 S0611'25"E 2.00% 43.15' 0.17 3.26 6" PVC
NOTE: ALL PVC PIPE SHALL CONFORM TO SDR-35 WITH BEDDING PER REGIONAL
40'
/~~~7~1 SID. DWG. D-60 AND STORM DRAIN GENERAL NOTES UNLESS OTHERWISE NOTED.
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102,25TC
\ I 102.85TC 102. 5TC ~\ITl)~ u \:---, 5 1\ \-,.~ MARCH 14, 2006
I 11
CONSTRUCTION NOTES
[j] 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2
[lj 6" CONCRETE CURB PER SDRSD G-1
Cl] 13 CURB SECTION PER DETAIL ®
[±] CONCRETE SWALE PER DETAIL ®
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-MATCH LINE (SEE SHEET 3 OF 8)-
1.
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....--. \~\ \.I \ \~ \ \ . \ \
---------------------
GE NERAL NOTES
FINISHED PAVEMEN T SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS
OTHERWISE NOTED
EXISTING EASEMENTS "AS BUILT"
® 30' PUBLIC SEWER EASEMENT ~ e ,,,(I ;f_,"= 11/1~/01 PER DOC. 82-!39472
TO REMAIN I ~
EXP. 03-Pt-o!:i
'
RCE 3'?o II,, DATE
RE2/5£?_/4 l /.,-/o,5'
~ECTOR DATE
[fil a· PUBLIC WATERLI NE-UNDER SEPARATE COVER. SEE a· PVC WATERLINE INSTALLATION PLANS PER DWG 432-2D.
[fil PUBLIC STORM DRAIN -UNDER SEPARATE COVER, SEE DWG 432-2D.
[z) CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT
[§) CONCRETE SIDEWALK PER ARCHITECT'S PLAN PRI VATE SEWER
2, SEE LANDSCAPE PLANS FOR DETAIL OF FLATWORK AND PLANTER AREAS
3. ASPHALT PAVEMEN T AND BASE PER SOILS ENGINEER'S RECOMMENDATION
TABLE 4. CONCRETE DRAINAGE STRUCTU RES PLACED AT LESS THAN ONE PERCEN T MUST HAVE
f'?~ofEss ,~ V°G I SH~ET I CITY OF CA RLSBAD I SH ~TS I I!'' . ~i; "' ,. -ENGINEERING DEPARTMENT " No. 39016 ~
w Exp. 03-31-07 "' @] P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTPRINT)
[g P.O.C. FOR BUILDING DOMESTIC WATER SERVICE -(5' OUTSIDE BUILDING FOOTPRINT)
I]] P.O.C. FOR BUILDING FIRE SERVICE -(5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY
[;l P.I.V., S.C.V, & F,D,C, ASSEMBLIES, LOCATION SHOWN FOR REFERENCE ONLY
~ PRI VATE FIRE SERVICE SHOWN FOR REFERENCE ONLY. DESIGN, INSTALLATION & SPECIFICATIONS BY OTHERS 181 PUBLIC SIDEWALK PER DWG 432-2D,
~ MEDIAN IMPROVEMENTS, SEE LANDSCAPE ARCHITECT'S PLAN PER DWG 432-2D
fi1l 20' PUBLIC WATERLINE EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP MS 05-21
[11 20' PUBLIC STORM DRAIN EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP MS 05-21
[ll TRASH ENCLOSURE, SEE ARCHITECT'S PLAN FOR DETAILS
ij}j 2" IRRIGATION SERVICE, METER AND BACKFLOW; SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS
gQ IRREVOCABLE OFFER OF DEDICATION FOR DRAINAGE PER PARCEL MAP MS 05-21
NO. LENGTH SLOPE BEARING COMMENTS
1 24.39' 1.50% S75"53'11 "E 6" PVC SDR-35
2 29.08' 1.50% S75"53'11 "E 6" PVC SDR-35
3 100.00' 1.50% 575·53'11 "E 6" PVC SDR-35
4 100.00' 1.50% 575·53'11 "E 6" PVC SDR-35
5 100.00· 1.50% S75"53'11 "E 6" PVC SDR-35
PRIVATE SEll'ER NOTES
1. CLEANOUTS TO BE PROVIDED AT EVERY ANGLE POINT,
LATERAL CONNECTION AND POINT OF CONNECTION ,
(P.O.C.) PER UPC REQUIREMENTS.
GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER TH AN 20' INTERVALS. "' ,,
,II • 5. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOIN T " AT ~~ C1v1\../-®'
e OF" CAL \Y
-LANG-ENGINEER OF WORK
anginaaring
RIC~C~~
co. CJ~-1,f-cJI. Consulting Engineers • Lend i51enne rs
DATE 561 SAXONY PLACE, SUITE 1018 PH?S0~-487-1918 REGISTR ATI ON NO. 39016, EXP . 03-31-07 ENONITAS, CALIFORNIA 9202-4 FAX 760 -487-1917
/c'l 2006 LANG ENGINEERING COMPANY
PRECISE GRADING PLANS FOR:
BILTMORE PACIFICA
LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823
R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3)
~';,RO ~ ~N T, PRUIM 9/20/0,
EXP.09/30/07 ' CITY ENGINEER RCE 51274 DATE
11//'1,{01 L""'Go A.~ -eu 11,,--s DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: J\.(C.
REVISION DESCRIPTION CITY APPROVAL RVWD BY: JlS--SOP 01 -0t(B) 432-2C ENGINEER OF WORK OTHER APPROVAL
f
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89.93 \.E. c.o.
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EXIST. B" SEWER
99.00
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CURB OUTLET (TYPE A)
PER PLAN _432-2 :
L = 1.5.83 1
/ /
PER SDRSD D-25 I / ,96.2±
0·1;0 = 6.71 cfs J
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CONSTRUCTION NOTES
[j] 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2
(l] 6" CONCRETE CURB PER SDRSD G-1
Cl:] /J CURB SECTION PER DETAIL ®
[±] CONCRETE SWALE PER DETAIL®
@] 8" PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE 8" PVC WATERLINE INSTALLATION PLANS PER DWG 432-ZD.
[§] PUBLIC STORM DRAIN -UNDER SEPARATE COVER, SEE DWG 432-2D.
[zJ CONCRETE PAVEMENT PER SOILS ENGINEER'S REPORT
[ID CONCRETE SIDEWALK PER ARCHITECT'S PLAN
(ill P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTPRINT)
[_g P.O.C. FOR BUILDING DOMESTIC WATER SERVICE -(5' OUTSIDE BUILDING FOOTPRINT)
[j] P.O.C. FOR BUILDING FIRE SERVICE -(5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY
Ii] P.I. V., S.C. V. & F.D.C . ASSEMBLIES, LOCATION SHOWN FOR REFERENCE ONLY
Ii] PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY. DESIGN, INSTALLATION & SPECIFICATIONS BY OTHERS
~ PUBLIC SIDEWALK PER DWG 432-2D.
~ MEDIAN IMPROVEMENTS, SEE LANDSCAPE ARCHITECT'S PLAN PER DWG 432-2D
ff:ll 20' PUBLIC WATERLINE EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP MS 05-21
[] 20' PUBLIC STORM DRAIN EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP MS 05-21
Ii] TRASH ENCLOSURE, SEE ARCHITECT'S PLAN FOR DETAILS
fill 2" IRRIGATION SERVICE, METER AND BACKFLOW; SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS
gQ IRREVOCABLE OFFER OF DEDICATION FOR DRAINAGE PER PARCEL MAP MS 05-21
- --MATCH LINE (SEE SHEET 2 OF 8)-- - - - - -
103.34TC 02.74TC
~ .,
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MID ARC
':9
6', J---+-+--
103.30TC
20·
102.89TC
102. 70TC
10 .25TC
_... _...
~
103.0BTC
103.0HC
MIO ARC
10 .93TC
MID ARC
10 .96TC
24'
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102.22TC
MID ARC
~ .,
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103.34TC
1 3.04 C
103.00TC
103.23TC
18'
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_... _...
10 OSTC
\
103-2'~'-s---------:: -\ \
PRIVATE SEWER TABLE
NO. LENGTH SLOPE BEARING COMMENTS
G) 24.39' 1.50% S75'53'11 "E 6" PVC SDR-35
1.50% S75'53'11"E 6" PVC SDR-35
100.00' 1.50%
100.00' 1.50% 6" PVC SDR-35
PRVA E
1. CLEANOUTS TO BE PROVIDED AT EVIERY ANGLE POINT,
LATERAL CONNECTION AND POINT OF CONNECTION,
(P.O.C.) PER UPC REQUIREMENTS.
\
GENERAL NOTES
1. FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS
OTHERWISE NOTED
2. SEE LANDSCAPE PLANS FOR DETAIL OF FLATWORK AND PLANTER AREAS
3. ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION
4. CONCRETE DRAINAGE STRUCTURES PLACED AT LESS THAN ONE PERCEN T MUST HAVE
GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER THAN 20' INTERVALS.
5. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT
-LANG-ENGINEER OF WORK
engineering co.
Consulting Engineers -Lend Planners
iiiCHARD G. LANG, RCE
REGISTRATION NO. 39016, EXP. 03-31-07 561 SAXONY PLACE. SUITE 1018 PH(760}487-1918
ENCINITAS, CALIFORNIA 92024 FAX(760}487-1917
c 2006 LANG ENGINEERING COMPANY
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FIN.
3-STORY BUILDING
FLR. 105.50
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DATE
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20' ,------=
Scale; 1 • = 20'
40'
NO.
5
6
·o
8
51
53
@
@
61
5·
----.,.,.,,,.-g4 --
/ APPROXIMATE LIMIT OF---
RIPARIAN EN viRONMENT 94 --------------------
PRIVATE STORM DRAIN TABLE
BRG./RAO. DELTA SLOPE LENGTH 0100 (CFS) V100 (FPS) COMMENTS
S81 "17' 42"E 0.68% 48.3' 3.59 4.66 15" HOPE
TYPE I CATCH BASIN (SEE DATA ON PLAN)
N72'26'16"W 0.68% 48.4' 3.64 4.67 15" HOPE
TYPE I CATCH BASIN (SEE DATA ON PLAN)
S51 '11 '25"E 1.05% 49.68' 0.97 3.93 8" PVC
N83'48'35"E 1.05% 197.18' 0.84 3.81 8" PVC
S0671'25"E 4.52% 28.32' 0.13 4.15 4" PVC
TYPE D-34 'MNG HEAD WALL (SEE DATA ON PLAN)
N03'38'30"W 1.00% 28.6' 9.17 6.82 24" RCP
TYPE G-2 CATCH BASIN (SEE DATA ON PLAN)
NOTE: ALL PVC PIPE SHALL CONFORM TO SOR-35 'MTH BEDDING PER REGIONAL
®
STID. DWG. D-60 AND STORM DRAIN GENERAL NOTES UNLESS OTHER'MSE NOTED.
EXISTING EASEMENTS
30' PUBLIC SEWER EASEMENT
PER DOC. 82-139472
TO REMAIN
"AS
INSPECTOR
--
-------
--
--
-
1-w _w ::c _C/J
w w
-----!?
w
---Z ------..J
MARCH 14, 2006
BUILT"
11-12 -07
DATE
DATE
10/11/06 LANG REPLACES SHEET ORIGINALLY SIGNED ON 09/26/06
l:1-='o;'i-11"';'='06+-=LA:"'N-':-G-¥';,FREL:::=-:oc=A:':TE=M::E::ccH=A='N1::ccA-=L=Yc:2AR,,,o='&":-:"lR:':':A"'SH~EN="c:c:Loccs"'"uR"'E-f-~-+~~+-.,~:.,..,,,~ 1 sH3EET I CITY OF CARLSBAD I sHE8ETs I
10/11/06 LANG ADD SEWER LATERAL, REMOVE PARKING STAULS ENGINEERING DEPARTMENT
I I l 2-o~ L.AIJ~ A~-6u 11..,~ ~==='-'==:::=::::=:::::::==::::::::::::::::::::::::::::::::::::::::=:::::::===:...':::==~
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING PLANS FOR :
BILTMORE PACIFICA
LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823
R.O.S. 57 15 (PORTION OF DESCRIPTION NO. 3)
N T. PRUIM
RCE 51274 EXP.09 30 07
DWN BY; PROJECT NO.
CHKD BY: __ _
RVWD BY; SDP O1-Ol(B)
II /1/o,
DATE
DRAWING NO.
432-2C
0 :E w C,
0 .i:,. -w 00 I\.)
I I\.)
(")
-CX)
LL
0
N
----------112 ----
-----
9 + 0
-------------------=~ ---+-
126' EASEMENT. FOR COUNT.Y HIGHWAY
PER DOC. 165716
---------
-----------------------
91+00 N78"20'54 "W
I
EXIST. RAISED MEDIAN -✓
-------
3 ' <O
----1398.79' 93+00
PALOMAR AIRPORT ROAD
---
\
\
--=~----
/
/
94+00
/ /
---/---
/
/
_....11 0'
EXIST. RAISED MEDIAN
----
0
---------------------95+00 95+36.19
--------
126' EASEMENT. FOR COUNT.Y HIGHWAY
PER DOC 165716 EMERGENCY VEHICLE ACCESS
PER PLAN 432-2D
------/6''W'------++---------+---------------+-------16''W-+------------------------------------/6"w-------~-=~-----------------------------/6°'W'-----------------------+------------1----16''W------------I
21"s
' I '-, -,,o
:;,::,, ' I
'
I
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+-
I
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\ I
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21 "s
1 5. T
104.9 TC
------
105. 7 TC
105. TC
-2f"S
-
----------104 -------, ---' ' ' 106 77TC
TC
TC
106. TC
,-~
/
I
/
/
-----=e------
107 33TC
21"5
30"5
---~-~------------------------------108---------
--------, ---~ ,,
EMERGENCY----#-,'-j-----/.
' I
I
VEHICLE ACCESS
PROPOSED MOW CURB AN°D,-,._
PA VERS, SEE LANDSCAPEi
ARCHITECT'S PLAN FOR DETAILS I
I _____ .J__
/
/ / /
1 .. 96TC
/ /
/ /
/
-✓ --✓
/
/
21"5
30"5
/
I -,
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I-~ <:>" w W rs;_
)
104.a.hc
I
I
105 40TC ' ' ' \
/ I
I , 10710TC
1 107.99TC
//// //
/ I
/11/ / "\)co //,,, W a/ J: ~"',
104.85TC 105.36TC 105.38TC 105.90TC 105.92TC
\
106.43TC 106'.45
I I
' I 107. lOTC 107.14TC 101.9afc
107.fBP
I / ,,, ,,,
/ ,,,,---/ en ='b ....
N
\
\
\
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I
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\
\ / 3 f--<-j,
fo7.B4TC
7
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/ / /
w w en -w z -...I
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0
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PROPOSED 3-STORY
BUILDING
FIN. FLR. 105.50
---10
/ I --/ ------,10-_,,,,-------/ -----
--
----_,., B ...... ,,, __ 10 -~-
----~ --
100 __
'98
--
//
()').
\ -..-::.
10,
-✓
/ / /
E G-2 C.8.
GRATE -102.62
INV. 12" HDPE IN-·-=g'='a."a"'7
~NV. 18" HDPE OUT-98.62
---0.70%
\
'
104.63TC
\
\
\
\
' ' '
03 7 C
' \
\
\
\ \
104.65TC
3R
104.6 TC
103. TC
...
N
10,
---0.70%
105.35TC
105 7TC
04 9TC •
1
6TC
105. TC
.6 TC
'
' '
105 22TC
104
' ' ' ' '
TC
I ~ -
105.94TC
TC
I 106.07TC
I
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I
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105.79TC
-MID ARC
I 107.34P
7.7 1TC
107.B4TC
/
'1/
/
I JI I/ I / I/
/ I I I / II / I I I I / / / /
/ 1 I I
'( I I I
/// \ /c:i"</ I ,I} ,
/ I / I _,.,I
/ I I I /t / /11 0V ;I
/ ///,'\ I I
/ /11/ ;\,/ I
/ / 1/ / I /'\\) /
,/ / I I / / I I
--1~EASEMENT. FOR HIGHWAY, DRAINAGE ANDI
/ OPEN SPACE PER DOC 90-504662 . /
APPROXIMATE LIMITS ,.. / / / / 1· / / /
OF 100 YB~ FLOOD PLfdN / / / / { ,.,o• ,,
,,,,.---~ I I I I ~() / ,/ • i-_,., / 1 1 1 1 , 1 00
\'/\(___ / I / I I / \ -✓ / I I I // I I I I ,,, 11, , I II
,,,,,, .,,.. / EASEMENT FOR HIGHWAY, DRAINAGE AND
______ -,1/' ,,'J. / 0 9PfN, SPAC_E PER DOC. 90-5014662,
104.1 4TC 104.16TC I
I
I
104.73TC 104.75TC I
I 105.~'.IT .._.._ ,,,. 1/ .,...-, 0/ 0v / tx. / I \ ,_ -----------~1 _,,,\ / () / / _,.,.. , , _,,,_,., 6 // /'\ ,,,,,,. I \.,
104.52TC I
I
104 77TC
105 07TC
,...----,-' --1 0s-------✓
I
I
TRAIL PER
PLAN 432-28
105.1 TC
I
\
\
' TC
' '
____ J~'~:::?~10;5;.6;6:TC~ / ----10~
'
_ -__ .,.. _ iO _.,...,... .,.,,,,, 1 --
1 \02 _., ,?.,,.. ---=----::::=::=-==~__:-_:.:-::.1 02'.,., I .., _.,,..,,_,.,. -. ------I / ...... ___ ---;::,..... _ _. __ --.:;::::_ ----=-----=--100 --..__ __ ,,_/
/ --~ -----' \ ,,, _..... 110,,... -----------_.. -
<:§' ;1 ,.,.,.0.,.,.,. ---~_,.,.-. ---=---..,.. -------=--= _.. ---,,,"' 10 4--~ .,/J .,,.. ,,,,-------=\----APPROXIMATE LIMIT. OF -___,:.1 _,,,,,,,,. --------::_::. I ,.......,,,,,, _,.,.._..... ..,._.,,. .,.. -.,.....,.. _,,,............ -,, --
/,,,.,., ,......,.... __ -------.,.,--,.,........ _RIPARIAN ENVIR_ONM__ENT---_,.,// 05_:::' --___ _
1 ,.. s-------.,., ,,,.,,--..,.--.,.,-...... ---__ __;..'I . -1 oa ---/ ,........... ___ ;o ,,,,-; ...... -.,.,.,., ...... _,,.,., __,,. .,., -----------
/ _,.,... /_.,.. ...... ----..---/ _.. ..-"' ..,. --:::.--___ .. -----,,,,,. _,, _,, _.. 0 ----.,.,.,., -----_.,.,.. ---110 ----::.--=--// ,,,.... .,...., .,.,.,., ,,...,.-,,,,.,., _,,,,-/ -10 . 02 --_ ...... --~ ----_;;::;.,...,:--------::--::.---.,....,.,.,. , __ ,,,, ,,,-.... ---.......... _. _ ------1 -;o4::..-_.,., -----------::--:::-------.,,..,.,.,. .,.,-,,,,,,. -------_.. ----------~----=----------_::..::-=====-:-::::_:-_::-;-..=--.:.:==::-:-::_~ --106-.,.... .,.,,... ,,,;:_.---/ -------------_.---------------120 ___ -----_---\-~ // ----_,.,,,,.,, / ------.:: --::.-----------------------;;::----------_--,,,,--/ ...... ~----,,,,---:---:::,...,... ,,/ 10 I tOf>_---::r:::=. _,.,..,.,-,,,-? ,,,,-~---:-_,.,,,,, ,.,.......-_.-,,-104--------1 04 _,.,.. _,.,.. __ ,,, 5--.... -· ---/ ,,,,/ / l --:;.,-;:::_---,,,.\0,,,,-,,..,,....... / _,.,,,,, PRIVATE STORM DRAIN TABLE
\ ,,, // PER PARCEL MAP MS 05-2) v ------:.,,---:;--_,., .........--_. --_.,,.,.,
NO . BRG./RAD. DELTA SLOPE LENGTH a,oo (CFS) ¥100 (FPS) COMl.tENTS
33 N18"32'50"W 0.50% 79.9' 9.88 5.36 24" HDPE
\0<\ ~ 10:J---------, _-\Cl 12' PUBLIC TRAIi_. EASEMENT /=1/ -__ -/ --.,.-.,.-_____ --
\ i__.. \I ~ l ,,, 6 ----- - -,,, -----.,,.!:,--#.,,.. -----~_:;--_ --:: ::-/--------//' JcS\5-f ~~-u.r:i _.,,,.--102 ,,. --------==--=-=---~-=::-_ 0~~---.::.::. __,,.. 102___--~--r ..... _____ ---:.:~--::::.,.,--,.,........_---:-_ .. , __ ,,,.,.,,,,,-,✓, ,/✓-:,_.
I \,~! _--;}1=="""-/ -----=-=-~-~-~-[----------------... -.t:!!-_. _ _,,. -100-_-;.-_,,,_,., ,,. / ,,,,,, /,
34 TYPE G-2 CATCH BASIN (SEE DATA ON PLAN)
35 N1B'20'53"W 0.88% 24.1' 2.38 4.62 12" HOPE \ :::,..-,,, 106-,/ ,,,-.-_,., _ -------,,....... ,,. .,.,.,., ,./ ,,,"'
/ --_..::;..--_.,.,.,., -----.... / .,, ; / ,,,· P. ,,,,.,., ..,.---_--::;-----g5--__ ,,,, / .,.,,,, / ,,,.,,,. / --~ <:>1 1 'I; 1 __ / APPROXIMATE LIMITS L---------___ -/' B' .,.-// /, 1 1 ,
_-\ 1 -\()I 1 .\-t --OF 100 YR. FLOOO PLAIN -.-------------.,.--.------_/9 , _.... ___ ./ ,-,, /, I \ I __..I ~ rt+-----=== _________ ____ __ __ _,., ---/ _ ___ ,\00 ..,..,,, ../,,..r ,,,/ _,,, \\0//,
® 100.00' 50·00·00· 0.88% 104.7' 2.38 4.62 12" HOPE
39 N7B'20'53"W 0.88% 19.5' 2.38 4.62 12" HOPE
5 7) S06'11'25"E 2.00% 29.33' 0.47 4.21 a· PVC I I I ::;::::L±t =-1 04---___,.__ -=---=-~ -.....=--....,..~ .,,.. ___ _. \06',,,, ,,,,--.,.,.-/ _,., __ _.. _.,,..,, ,,,.-/ ,...,,,, ,.,, / / / ~ !,.,..1-:7 -\ \ \ \ I O g __ 1 \_ --~~ I ------· ------------/ -/ / / / / /
--,,,. ----.... ~ l \ \ \ \ c I ~~ I / NEW PROPERTY LINE PER \ __ --==~0 4--:~;_:-_:-;-.:.:----__.. ~----::-----/,,,.,,,,,,
102 ~--=-..,..,,,,---lo2-~--'\ \ 2 \ ~ ~ \ ~ \ 1 \, ________________ _p~RC~L-~~-_t:1_:_o!~~~~-=--=--=-=~~:~:-___ _.,.,........ --__ --:,_ --/,,,,,, ,,.,.,
,c:i':, -=-"'------\0 d,dR~) o11ss1PATdR 1PER1, 1 _ '----------------:::----102 ----------=-:_~oo--------------APPROXIMATE LIMIT OF /--96, / /
10 59 NB3'4B'35"E 2.00% 80.02' 0.30 3.76 6" PVC
61 S06'11'25"E 2.00% 43.15' 0.17 3.26 6" PVC
NOTE: ALL PVC PIPE SHALL CONFORM TO SOR-35 WITH BEDDING PER REGIONAL
STD. DWG. D-60 AND STORM DRAIN GENERAL NOTES UNLESS OTHERWISE NOTED.
_-~..2,.-:.-;;;;GY DISSIPATOR PER ' --------------==-=-:!~c:~9> 432-28 \~< _ _ _ -======-:_,:::~-:--=--=--=---=---=--~8 -=---=-----------------------------_l~JPARIAN ENVIRON~=~~---/-/-:/; / ~-/;; -=----,.,/'/ OWG. NO. 432-20 ---------------------------.-// ,,,,,,. / ,,,.,, ,,,,._/
_ 100------------------------_,... / ,,, ,,, ------------------------------------------/ / .,.,.,.--;✓
MARCH 14, 2006
' "AS BUILT" \. _...------------------------------------------96----------------: ...... --/ / ,/// ,,,,,,,,,. ,,,,,,,,,, ,,/' ----------:: _______________ .,,.----------------------/ .,.,,, ,,/ .,.,,
CONSTRUCTION NOTES
[j] 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2
(l] 6" CONCRETE CURB PER SDRSD G-1
[;lj ff CURB SECTION PER DETAIL ®
[±J CONCRETE SWALE PER DETAIL®
[fil 8" PUBLIC WATERLINE-UNDER SEPARATE COVER. SEE 8" PVC WATERLINE INSTALLATION PLANS PER DWG 432-2D.
[ID
[1]
[ID
[ill
[g
[j]
[?I
ff]
fl]
[§
IITl
ff]
Ii]
fill gg
PUBLIC STORM DRAIN -UNDER SEPARATE COVER, SEE OWG 432-2D.
CONCRETE PAVEMENT PER SOILS ENGINEER"S REPORT
CONCRETE SIDEWALK PER ARCHITECT'S PLAN
P.O.C. FOR BUILDING SEWER -(5' OUTSIDE BUILDING FOOTPRINT)
P.O.C. FOR BUILDING DOMESTIC WATER SERVICE -(5' OUTSIDE BUILDING FOOTPRINT)
P.O.C. FOR BUILDING FIRE SERVICE -(5' OUTSIDE BUILDING FOOTPRINT), LOCATION SHOWN FOR REFERENCE ONLY
P.I.V., S.C.V. & F.D.C. ASSEMBLIES, LOCATION SHOWN FOR REFERENCE ONLY
PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY. DESIGN, INSTALLATION & SPECIFICATIONS BY OTHERS
PUBLIC SIDEWALK PER DWG 432-2D.
MEDIAN IMPROVEMENTS, SEE LANDSCAPE ARCHITECT'S PLAN PER DWG 432-2D
20' PUBLIC WATERLINE EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP MS 05-21
20' PUBLIC STORM DRAIN EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP MS 05-21
TRASH ENCLOSURE, SEE ARCHITECT'S PLAN FOR DETAILS
2• IRRIGATION SERVICE, METER AND BACKFLOW; SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS
IRREVOCABLE OFFER OF DEDICATION FOR DRAINAGE PER PARCEL MAP MS 05-21
1.
2.
3.
4.
5.
GENERAL NOTES
FINISHED PAVEMENT SURFACE IS 600 BELOW TOP OF CURB (TC) ELEVATIONS UNLESS
OTHERWISE NOTED
SEE LANDSCAPE PLANS FOR DETAIL OF FLATWORK AND PLANTER AREAS
ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION
CONCRETE DRAINAGE STRUCTURES PLACED AT LESS THAN ONE PERCENT MUST HAVE
GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER THAN 20' INTERVALS.
ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT
-LANG-ENGINEER OF WORK
. . eng1neer1ng co.
Consul1:ing Engineers • Lend Planners
(ciili;D G. LANG, RCE
REGISTRATION NO. 39016, EXP. 03-31-07 561 SAXONY PLACE, SUITE 1018 PH(760)487-191B
ENCINITAS, CALJFORNlA 92024 FAX(760)487-1917 fa 2006 LANG ENGINEER/NG COMPANY .,,
/d-11-0b
DATE
11-/Z -07
DATE
20' 0 20' ,-----40'
Scale: 1" = 20'
INSPECTOR
I/-,,/,,:
DATE
b1~0/111t/~06tt:tl.AN~G~1~RE~PtlAgC~ES~SjHtEE~T~OR~ljGl~NA~ll.~Y~Sl~GN~ED~ON~0~9~/216~/0:6=t==::t==n,@~n~E1 ~I =S=H4E=E=T:::l.::=~!!=!=~~=:=!:~~=~~~:::::.:l=S=H=Ea=ET=S:::;I 10/11 /06 LANG 1 RELOCATE IAECHANICAL YARO & 'TRASH ENCLOSURE '-..
10/11/06 LANG 1 ADO SEWER LATERAL. REIAOVE PARKING STAILS 1//JJ,,, ' ENGINEERING DEPARTMENT
It /1z./07 I.A•" A~• l!lv 11.,,-6
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING PLANS FOR:
BILTMORE PACIFICA
LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823
R.O .S. 5715 (PORTION OF DESCRIPTION NO. 3)
APPROVED /'I G_LEN/y T. PRUIM ff'/, .u-,., ,. // Af,
CITY ENGINEER RCE 51274 EXP.09/30/07 1 DATE
DWN BY:
CHKD BY: __ _
RVWD BY:
PROJECT NO.
SDP 01-0l(B)
DRAWING NO.
432-2C
APN 212-040-56 BILTMORE PACIFICA
ED
w z
::J
>-
A.P.N. 212-040-25
EXISTING 30' SEWER
,----& ACCESS EASEMENT·-~~
PER DOC. 82-139472
TO REMAIN
19.9'
TRAFFIC AREA I
~ I w
~I
Q'. 0.. I 2.00::i:
PROPOSED 6" CURB
PER SDRSD G-1
PROPOSED 6" CURB & GUTTER
PER SDRSD G-2 (TYPE G)
PALOMAR BILTMORE PACIFICA
11. 9'
VARIES
18'
PARKING AREA
TC ELEV.
PER PLAN
PROPOSED 6" CURB
PER SDRSD G-1
SITE SECTION
NO SCALE
AIRPORT ROAD A.P.N. 212-040-25 EXISTING 126' COUNTY
------+-----------HIGHWAY EASEMENT---------~
PER DOC. 165716
TO REMAIN EXISTING
wl PUBLIC 5 EXISTING 1D0' PUBLIC • EASEMENT •
------+------ROAD EASEMENT------PER DOC. ~ PER DOC. 31696 90-504662
24' 18'
TRAFFIC AREA PARKING
AREA
1.75%
-·
PROPOSED 3' L".i::':I
CONCRETE SWALE d7
1.75%
ei 9, TO REMAIN 44, TO REMAIN 56,±
o..f--"'--+~-------=-------~-+------------,----""-=~-----------j
0
Q'.
0.. I
24'
PROPOSED BUILDING
Fin. Flr. = 105.50
r--_-_..,._-_.,..,.._,..._ -.-_-,..,.,,+ ___ "',I---<·,
-'1-f
ASPHA LT PAVEMENT
AND AGGR . BASE
DECOMPOSED
GRAN ITE TRAIL
PER PLAN 432-28
6" TYPE "G" CURB &
GUTTER PER SDRSD G-2
3/~
.. ·:.· . '' ,· :· .~:
.• ' ~ '·• .-
PER SOILS ENGINEER (TYP.)
39'±
·z > <( ".J _J w 0..
u ~ >-' 0..
,~-
18" ORIFICE
INLET
SITE SECTION
2'
MIN.
2%
MAX
NO SCALE
.... z
i5 0..
w "' z
ED TYPICAL 6" TYPE "G" CURB & GUTTER
NO SCALE
2' '1-1--i-· MIN. .... '\ . ·z z <J:· 1/ .y G'.i <( i5 ,,v· _J _J 0.. w 0..
• Q'. (.) w 2%
TC ELEV. .... 0.. MAX
PER PLANS
STORM DRAIN STRUCTURE 1/62,
SEE CIVIL SHEET 3 FOR DETAILS
RIP RAP ENERGY DISSIPATOR
PER PLAN 432-2B
STORM DRAIN STRUCTURE 1/60,
SEE CIVIL SHEET 3 FOR DETAILS
X+0.13'
2%
X=T.C. ELEV. (DRAIN PLANTER
PER PLAN AREAS OVIER
2% CURB (TYPICAL)
6" CURB
PER G-1
·• 6" MODIFIED TYPE "G"
-~ . · • • • / CURB & GUTTER L-'---J.=::::,.,,__:·:._J PER G-2
EXPANSION JOINT
SECTION A-A
NO SCALE
re
P£:fr'l£r.,,
P[,iN
ISLAND \\1DTH (W)--+f--
VARIES -SEE PLAN
®
FACE OF----..._
6" CURB
)(i-D.13 r,
X=TC ELEV.
PER PLAN
A
' "'
A
FACE OF CURB
CURB BREAK IN ISLAND (PVT.)
NO SCALE
12·
CONCRETE SWALE TRANSITION
AT TYPE I & G-2 CATCH BASINS
NO SCALE
L--.!.J~==~===·JL\ _ __E_==========I ____ /.,.....-,.,~~ TRAFFIC AREA 3'
~EXISTIN; 6--: CURB -----= = = ':[ / J "<!':,,.~~~ PROPOSED 6" CURB
& 18" GUTTER EXISTING 6' CURB_/ '9.:,, PER SDRSD G-1
& 18" GUTTER ~ --~;fil~§:--_.::§~::.__-~~;{T)~~~ MEDIAN IMPROVEMENTS """-l~_J -E..._ SEE LANDSCAPE ARCHITECT'S PROPOSED 5' · · , --,;,_
PLAN FOR DETAILS P.C.C. SIDEWALK
PER DWG. 432-2D PER DWG. 432-2D
ED SITE SECTION
NO SCALE
PALOMAR BILTMORE PACIFICA
AIRPORT ROAD A.P.N. 212-040-25 EXISTING 126' COUNTY
------+-----------HIGHWAY EASEMENT------------<
PER DOC. 165 716
TO REMAIN EXISTING
w I PUBLIC 51 1
• EASEMENT . 1
PER DOC.
TC ELEV.
PER PLAN
0.70%
~ -~1 ~ f---"-g_' ----<-t------------'4"'4'-, ---------f------T_O_R_EM_A_I_N----,,----____ ..c?~l-='±'---------------_j
~ I
r-1 '--_J \-=-----.-.--ar-
L,--'---. ==--====-------=r__-f J ·
"-EXISTING 6" CURB . -,,,-
& 18" GUTTER EXISTING 6" CURB_/
& 18" GUTTER
MEDIAN IMPROVIEMENTS
I
I
I PROPOSED 6" CURB
PROPOSED 5' PER SDRSD G-1
P.C.C. SIDEWALK
15% MAX
18'
PARKING AREA
__'.:::....----,.··
ASPHALT PAVEMENT
AND AGGR. BASE
PER SOILS ENGINEER (TYP.)
6" CURB PER SDRSD G-1
TYPICAL 6" TYPE "G-1" CURB
NO SCALE
WHEEL STOPS
PER ARCH. PLAN
(TYPICAL)
ASPHALT PAVEMEN T
AND AGGR. BASE
TC ELEV.
PER PLANS
PER SOILS ENGINEER (TYP.)
ED ZERO CURB SECTION
NO SCALE
TC ELEV.
PER PLANS
\\1DTH VARIES
CONC. SIDEWALK
TO REMAIN CLEAR
2% MAX
CROSS-SLOPE . . ; . ·-· . .
6" CURB PER
SDRSD G-1
\\1DTH VARIES
CONC. SIDEWALK
. . ,--.
2%
MAX ..
•,, .-. ~
4" THICK CONCRETE
'---18"--'---18"---'
7" [ 3/4"
·;,_. •• .. • .
TOP OF PAVEMENT
NOTES:
1. SEE SDRSD G-13 FOR OTHER
CONSTRUCTION DETAILS.
2. PROVIDE WEAKENED PLANE
JOINTS & EXPANSION JOINTS
PER SDRSD G-10.
ASPHALT PAVIEMENT --
AND AGGR. BASE
R = 1 /2" (TYP.)
CONCRETE SHALL BE 560-C-3000
3. PLACE REBAR ON CHAIRS TO
ASSURE MID-SLAB PLACEMENT. PER SOILS ENGINEER (TYP.) REINFORCE 111TH 3-#3 CONTINUOUS REBAR @ MID-SLAB
CONCRETE SWALE
NO SCALE
..
CONCRETE SHALL BE 560-C-3000
REINFORCE WITH 3-#3 CONTINUOUS REBAR @ MID -SLAB
CONCRETE GUTTER (PVT)
NOTES:
1. PROVIDE CONCRETE JOINTS
PER SDRSD G-10.
2. PLACE REBAR ON CHAIRS TO
ASSURE MID-SLAB PLACEMENT.
SEE LANDSCAPE ARCHITECT'S
PLAN FOR DETAILS
PROPOSED 5'
P.C.C. SIDEWALK
PER DWG. 432-2D
TC ELEV.
PER PLAN
2.00%
..
~----i.-·· ON COMPACTED SUBGRADE ® NO SCALE
®
CD
24'
TRAFFIC
AREA
PER DWG. 432-2D
18' 12'
PARKING AREA
TC ELEV.
2.00% PER PLAN \...--r[T~5~%i. ~-=-z-,c;,:-. ~=rr----
PROPOSED 6" CURB
PER SDRSD G-1
DECOMPOSED
GRANITE TRAIL
PER PLAN 432-2B
SITE SECTION
NO SCALE
SITE SECTION
NO SCALE ASPHALT PAVIEMEN TO ., 1 n:::;l\l=I'
AND AGGR. BASE
~ 6" CURB PER SDRSD G-1
PER SOILS ENGINEER (TYP.)
ED
,,
-LANG-
engineering co.
Consulting Engineers -Lend Planners
561 SAXONY PLACE. SUITE 101B PH(760)487-1918
ENCINITAS, C_1,UFORNIA 92024 FAX(760)487-1917
\. rc1 2006 LANG ENGINEERING COMPANY •
TYPICAL SECTION CONC. SIDEWALK
NO SCALE
ENGINEER OF WORK
R)CHARD G. LA~ RCE
REGISTRATION NO. 39016,EX~
O~-/,l--01,,
DATE
MARCH 14, 2006
"AS BUILT" fi-L:, .. e .,d ,x_..6 11-12-07
RCE 390/~ EXP . 0~-:31-0~ DATE
7!!2y/ij, I/-,/., s(
INSPECTOR DATE
t----+---t--------------+-----+----i---1---I I SH5EET I CITY OF CARLSBAD I SHEBE TS I
ENGINEERING DEPARTMENT :==::::'....'.::==========::::'....'.::====='.
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
SITE SECTIONS & DETAILS FOR:
BILTMORE PACIFICA
LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823
R.O.S. 57 15 (PORTION OF DESCRIPTION NO . 3)
APPROVED ~:{NN T. PRUIM
JJy: Q ,I -'.t
CITY ENGINEER RCE 51274 EXP.09/30/07
DWN BY:
CHKD BY: .JL(Z.
RVWD BY· , )\$-
PROJECT NO.
SDP 01-0l(B)
DRAWING NO.
432-2C
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PAVEMENT SECTION TABLE
=-
PRELIMINAR Y PAVEMENT SECTIONS FOR ASSUMED R VALUE OF 15
ASPHALT CONCRETE CL II -AGGREGATE BASE AREA LOCATION T.I. (INCHES) (INCHES) (SQU ARE FEET)
AUTO PARKING/DRIVE LANES --3• s· 69,174
FIRE & TRUCK LANES 5.0 4" 13" 70,237
PORTLAND CEMENT CONCRETE --(P.C.C., SEE NOTE) PER SPECIFICATIONS 3,805
FIRE ACCESS PA VERS --N/A PER LANDSCAPE PLANS 2,726
SYMBOL
" . . ·, . • ., '· •
u-0-0-0-0-0 booooooooo()c o~ 0,....0,....0,.. o;c
NOTE: FINAL PAVEMENT SECTIONS WILL BE DETERMINED UPON ACTU AL FIELD TESTING FOLLOWING
COMPLETION OF REMEDIAL AND SUBSEQUENT PRECISE GR ADING OPERATIONS.
,
PROPOSED
3 STORY OFFICE BUILDING
Elev. = 105.50 First Flr.
Pad Elev. = 104.75
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No. 39016 :z " "" '&' Exp. 03-31-07 "' "' :-tc....,...~C/V\\..~"'t".'♦.
~ Or:-CA\.. \Y
-LANG-ENGINEER OF WORK
engineering [if .. .-e & ;r~f--co.
Engineers • Land r51enners tJ.1-/<f--tj,b Consultfng
DATE 561 SAXONY PLACE, SUITE 1018 PH?60~487-1918 ufARD G. LANi:i RCE (j
ENCINITAS, CALIFORNIA 92024 FAX 760 487-1917 REGISTRATION NO. 39016, EXP. 03 31 07 '\. f2l 2006 LANG ENGINEERING COMPANY
40'
ll/t,/111 l.AtJG
DATE INITIAL
ENGINEER or WORK
l
MARCH 14, 2006
"AS BUILT"
0 40' 80' J;Lt• · f ,,¢' X'7t II-I z -o 7
RCE Yf0/1,,.;, EXP. 0~-~-0~ DATE
Scale: 1· = 40'
~WEDB~-rl-r/4 r ✓~
I SPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH ~TS I
ENGINEERING DEPARTMENT
PAVEMENT SECTION PLAN FOR:
BILTMORE PACIFICA
LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823
R.O .S. 5715 (PORTION OF DESCRIPTION NO. 3)
APPROVED GLZ NN T. PRUIM 'i'/zoLo~ fl.~ . Q • .I -;t ' CITY ENGINEER RCE 51274 EXP.09/30/07 DATE
A~-S'-'1'--T DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JL(Z. REVISION DESCRIPTION SDP 01-0l{B) 432-2C OTHER APPROVAL Cl TY APPROVAL RVWD BY: LE.
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GRAVEL BAGS
l
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_ ANG-l:-ring co. e ngln88 d Ple,nners ars. Lan
Engine Hf760l4B7-191B
P 487-1917 SUITE 101B FAX 760 561 sAXONlX~P~iA 92olJciNEERtNG coMPANY
Consultln,;i
ENCINITAS. c 2006 LANG
OF WORK ENGINEER
"'6,,, .. c? 4t ~411
CHARD G. LAN; ~9016, EXP. 03 31 REGISTRATION N . D7
tl::J-14--tJ f:.
DATE
1"' =
,, ,.,_,,,, l.A~
DATE INITIA
OF WORK ENGINEER
,/6-1:!<JI'-'
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LEGEND
SILT FENCE X -x---. ~x-
INLET PROTECTION GRAVEL BAG
ENTRANCE CONSTRUCTION
DETENTION BASIN Q
11
8
,, . -,/
X -X,
"AS
MARCH 14, 2006 ,, BUILT
t/-tz-07
DATE
INSPECTOR CARLSBAD
'SH7EET CITY £!G DEPARTMENT
ENGIN FOR:
NTROL PLAN EROSION & SEDIMENT COE PACIFICA
BILTMOR MAP NO. 823
LOT G, 5715 (PORTION RANCHO AGUA ~~Dbols~~IPTION NO. 3)
R.O.S. PRUIM
GLF.;i'jN T.
APPROVL 11, EXP 09 30 07 111 : ~ RCE 51274 ·
CITY ENGINEER PROJECT NO.
SOP 01-0t(B)
DWN BY:
CHKD BY:
RVWD BY:
JUt.
Jut
DATE
DRAWING NO.
432-2C
I:.:,
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT CL IIJ:C FOWLER
7C..O • Jl.j~• ?ti)) (PHONE NUMBER)
AT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING niE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WlniOUT niE APPROVAL
OF niE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO niE SATISFACTION OF niE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY niE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. niE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND niE PROJECT PERIMETER MUST DRAIN AWAY FROM niE FACE OF
SLOPE AT niE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT niE END OF EACH
WORKING DAY WHEN niE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OniER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE Wini 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, niE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE Wini SECTION 35.023 OF
B.
C.
D.
E.
niE EROSION AND SEDIMENT CONTROL HANDBOOK OF niE DEPARTh1ENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF niE STANDARD
SPECIFICATIONS AND niE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES niAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN niEY ARE:
a. niREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER niAN 6: 1 WHEN ANY OF niE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WlnilN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY niE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO niE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATh1ENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS niAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF niE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSU M ( CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTh1ENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS niAN 50% OF
niE STRAW INTO THE SOIL
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED Bi' ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA TU RATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VlABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
5D'MIN.
PUBLIC RIGHT-
OF-WA Y
a• MIN.
EXISTING GROUND
_L
14'MIN.
T
PROFILE
PUBLIC RIGHT-OF-WAY'
PROVIDE APPROPRIA T£ TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
FLOW ---11-►
4" VERTICAL FACE
WfRE OR NYLON
BOUND BALES
PLA CfD ON THE
CONTOUR
2 RE-BARS.STEEL PICKETS.OR
2"X 2• STAKES 1 1/2' TO
2' IN GROUND
ANCHORING DETAIL
" DRAJNAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. S£T POSTS AND EXCAVA T£ A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH IHE FILTER FABRIC TO
THE WIRE FENCE AND EXT£ND IT
IN TO THE TRENCH.
2. STAPLE WfRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
WIRE SCREEN
FILTERED WATER
GRAVEL FILTER OVERFL~--=;)
=
SEDIMENT •
...... ., ••
DROP INLET
WITH GRAT£
~--CONCRET£ BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WfTH GRAT£
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT(S)
STAKED
STRAW BALE
2X6 STRUT(S)
FILTERED
WATER
STRAW BALES
STAKED WfTH TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS
2X6 STRU T(S)
REQUIRED WHEN
NOTED ON PLANS
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
-------......
~
J FT (0. 9 M) MIN.
IHREE LAYERS OF GRAVEL BAGS
11>1 IH ENDS OVERLAPPED
GRAVEL BAGS
-LANG-' ENGINEER OF WORK
....
A
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
(A)
j
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNIJNED SW ALE & BERM
D-7o LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS (2 BAG HIGH)
PUNCHED STRAW
1485 L.F.
6 EACH
110 L.F.
-----
=>=>=>
~ .... -{
• ,
~
'¥, l
~ _,
~
-··-•·-··-··-··-
VI VI VI VI
COARSE AGGRE~:AT[ I
FLOW --24 IN (61 CM)
o I
LOG CHECK DAM
HAY BALE CHECK DAM
t axx:x:x:x:x::xx
... 1-►1
---
FLOW --►
----
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I
(B)
L=DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
---
4"-6" LOGS
---
18" I
LOG CHECK DAM
GRAVEL CHECK DAM
RIPRAP
9 IN.
MIN.
2 FT
~
150 C.Y.
EARTHEN RIDGE
UNLINED SWALE & BERM
MARCH 14, 2006
"AS BUILT"
~-•., (/ J ...r"art<J-II-IZ-07
RCE S 'IO II,,, p EXP. 0., -,9.. O!!, DA TE
REVl:~~_..2Z,__wo!.t__ __
~OR 1-----+---+------------+--+---+----+----II SHBEET I CITY OF CARLSBAD I SHEBETSI ENGINEERING DEPARTh1ENT :=:='....'.::::::=====::::::::::::::===========::::'....'::::====!
EROSION CONTROL DETAILS FOR:
BILTMORE PACIFICA
LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823
R.O.S. 571i'i (PORTION OF DESCRIPTION NO. 3)
APPROVED GLE? T. PRUIM
1')'• ,a,( ~ 'r)eo/ot. • engineering co. ~ h" ..,,,
Consultfng Engineers• Land Planners h<: •: t1 ~ l1'L ~ tJ3-ll--d6 ,-clc,ll~'l?-~:.\o_,--+-'l..A~l-l~&c..+~A:~~~~~'-'-1_\.:{'~~---------------,f----+---+----+-----.1 DWN BY:
CITY ENGINEER RCE 51274 EXP.09/30/07 DATE
HARD G. LANG:'RCE O DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· .• lt.S. PROJECT NO. DRAWING NO.
432-2C 561 SAXONY PLACE. SUITE 1018 PH(76Dl487-1918 REVISION DESCRIPTION SDP 01 Ol(B) ENCINITAS. CALIFORNIA 92024 FAl<(760 487-1917 REGISTRATION NO. 39016, EXP. 03-31-07 ENGINEER OF WORK OTiiER APPROVAL CITY APPROVAL RVWD BY: J\.L -
@200& LANG ENGINEERING COMPANY -' ~---------------------+-----~---------------~-----~---------------------------'
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013008