HomeMy WebLinkAboutDWG 406-8; SDP 02-06; OCEAN RIDGE AT CARLSBAD RANCH; 01-02GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDl110NAL 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 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 THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF '"A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE' COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDlllONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES,' SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO TijE
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 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.
13. 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 REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00. P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. 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 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 TijE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. 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 BETWIEEN 7: DD A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE .IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
SBC
ADELPHIA
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
*CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
*SAN DIEGUITO WATER DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
'BUENA SANITATION DISTRICT
* AS APPROPRIATE
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)7 44-0450
(760)753-6466
(760)565-5657
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM . OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS. ,
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-':HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH
3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN
CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND THE STANDARD
SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY COr-JNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5: THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
. (TELEPHONE NO. [760] 438-:-3891) . .
WATER NOTES
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL
DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION
OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 1993. OR THE LATEST
REVISION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY DEPUTY CITY ENGINEER AND DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (TELEPHONE N0.[760] 438-3891) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
5. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT", OCTOBER 1993 OR AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT -PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
9. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL POTABLE WATER METERS
SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE ARMORCAST.
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES
SHALL BE 5 FEET.
12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS 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: LANG ENGINEERING COMPANY
7040 AVENI DA ENCINAS, #104-336
CARLSBAD, CA 92009
(760)804-1862
(760 804-1863 FAX
BY: ~:,£:~~...L.~4!~~-DATE: 07-/f-o!!,
!CHARD G. LANG, R.C.E. 9016
REGISTRATION EXPIRES: MARCH 31, 2005
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 78
NOT TO SCALE
Section 4216/4217 of the Government
Code requires that a Dig Alert Identification
Number be issued before a
"Permit to Excavate" will be valid.
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER. .
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO.: 5300 DA TED: MARCH 5. 2003
For your Dig Alert I.D. Number Call
Underground Service Alert 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
CITY OF VISTA TOLL FREE 1-800-422--483 6. SOILS REPORT AND RECOMMENDATIONS BY CONSTRUCTION TESTING & ENGINEERING. INC.
DA TED: MARCH 14, 2002.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
-BY THE CITY OF CARLSBAD STANDARDS.
8. COASTAL DEVELOPMENT PERMIT CDP 02-21, DATED: MARCH 5, 2003
PROJECT
SITE
9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS
FOR WATER, SEWER AND RECLAIMED WATER.
PACIFIC
OCEAN
LEGEND
CITY OF ENCINITAS
DESCRIPTION DWG. NO. SYMBOL QUANTITY
NOTE: QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY, ACTUAL QUANTITIES MAY VARY.
CALlFORNIA COUNCIL OF CML ENGINEERS & LAND SURVEYORS
PUBLIC 8" P.v.c. WATER MAIN (CL 150)
PUBLIC 6" P.V.C. WATER MAIN (CL 150)
8" GATE VALVE
PUBLIC FIRE HYDRANT ASSEMBLY
C.M.W.D. W-16
C.M.W.D. W-12
. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS,fROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORI< ON THIS PROJECT,
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
8" ABOVE GRADE FIRE DETECTOR ASSEMBLY
MODIFIED WITH 2.5" SIAMESE PUMPER CONNECTION
C.M.W.D. W-22
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL
BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT
CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS.
THE CONTRACTOR IS REQUIRED TO· TAKE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
FEMA FLOOD ZONE INFORMATION
SUBJECT PROPERTY LIES WITHIN ZONE X AS INDICATED ON PANEL 05073C0764F
DATED JUNE 19, 1997
LEGAL DESCRIPTION
LOT 12 OF CARLSBAD RANCH 94-09, CARLSBAD RANCH UNITS 2 AND 3, IN THE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP THEREOF NO. 13408, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY. APRIL 1, 1997.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER: 211-100-04
· THE CALIFORNIA COORDINATE INDEX (NAD 83) OF THIS PROJECT IS: N 1991, E 5235
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY
COLLECTED IN MARCH & APRIL 2002 BY STEVEN L. WOODS, SURVEYOR
REGISTERED LAND SURVEYOR, REGISTRATION NO. 6427, EXPIRATION 12/31/2006
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
BENCH MARK
CITY OF CARLSBAD SURVEY CONTROL POINT NO. 52, BEING A 2.5" DISK
IN THE SIDEWALK LOCATED 150 FEET WEST OF ARMADA DRIVE AND 500
FEET NORTH OF FLEET STREET, STAMPED "CLSB-052".
ELEVATION: 150.85' DA TUM: M.S.L., NGVD '29
RECORD FROM CITY OF CARLSBAD SURVEY CONTROL R.O.S. 17271
FIRE FLOW DEMAND
THE PROPOSED PROJECT WILL REQUIRE A FIRE FLOW OF 3000 GPM
SEWER DEMAND (CITY OF CARLSBAD)
2" 8.0. (BLOW OFF /MANUAL AIR RELEASE) C.M. W.D. W-6
1" A. V.A. (AIR VACUUM VALVE ASSEMBLY) C.M. W.D. W-7
I
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Lot B, Map 13857' \ \
Carlsbad 1raot No. 94-09 \ \
OWNER/ DEVELOPER
\ I
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PALOMAR CANNON PARTINERSHIP / LOWE ENTERPRISES
2020 MAIN STREET, SUITE 1150
IRVINE, CALIFORNIA 92614
CONTACT: MIKE McNERNEY
(949)724-1515
§§
rzzzz ' " v =
Lat 12, Map 13408.
City of Carlsbad Tract 94-09
Carlsbad Ranch, UD.its 2 & 3
APN 211-100-04
3.79 Acres
INDEX MAP
SCALE: 1" = 100'
w 634 L.F.
w 38 L.F.
3 EACH r I 2 EACH
-@00@-1 EACH
w 1 EACH
lw 1 EACH
Lat 15; Map 13408
City of Carlsbad T.mct 94-09
Carlsbad RaIJ.ch, Units 2 &-3
THE PROPOSED PROJECT IS ESTIMATED TO HAVE A DOMESTIC SEWER DEMAND
OF 0.02 MGD. (NO INDUSTRIAL WASTEWATER PERMIT REQUIRED) (949)724-1444 FAX JULY 14, 2003
DOMESTIC WATER DEMAND (CARLSBAD MUNICIPAL WATER DISTRICT) "AS BU I LT" REQUIREMENTS /1 /
CITY OF CARLSBAD FIRE DEPARTMENT
THE PROPOSED PROJECT IS ESTIMATED TO HAVE A DOMESTIC WATER DEMAND
OF 84 G.P.M. BASED UPON A TOTAL FIXTURE COUNT OF 187 UNITS. NO. OF F.H.(S)-2._F.FLOW 1500 G.P.M. OUT OF_1_f.H.(S). f2' L .. /J 4 ,-'( -05/16.(ab
SHEET INDEX
SHEET 1: COVER SHEET
SHEET 2: WATERLINE "A" PLAN/PROFILE
,. -LANG~
engineering co.
Consult:ing Engineers -Land Planners
7040 AVENI0A ENCINAS, fll04-.3.36 PH(760l804-1862 CARLSBAD, CALIFORNIA 92009 FAX(760 804---1863
'-~ 2003 LANG ENGINEERING COMPANY
ENGINEER OF WORK
¼.« fl~ c?Jt:l-,?f t77-14--a3
RftHARD G. LANG, RCE DATE
REGISTRATION NO. 39016, EXP. O?, 31 05
DATE ,....C_A_R_LS_B_A_D_M_UN_I_CI_P_A_L_W_A_T_ER_D_IS_TR_IC-T----1 BLE; SPRINKLED@'No ... F.FLOW 3000G.P.M~ / /P.E. 3qo,~ EXP. 02"1,r;/07
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'L. ,,-~.,. } ;;i,_1/c4 F) ~ IMARSHAL / DATE ~REVI =D BY:a-. A R08ERTJ.'N tt< rfA TE I -I . • n /
-IJl~~IGT ~~IGIMEE!l R.C.E. 33698 ( .f731 I.,:,-~
EXP. og/30/06 INSPECTOR '--DA TE
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IMPROVEMENT PLANS FOR:
OCEAN RIDGE AT CARLSBAD RANCH
LOT 12, P.M. 13408
APPROVED LLOYD B. HUBBS ar
~£Z~ ~ l---t---+-----------------+---+---1----li---l CITYENGitk'Ei-(~3889 EXP. 12/31 /05 .3,/.ti;/Ptl
DATE
DA lE INITIAL DA lE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL
DA lE INITIAL
CITY APPROVAL
DWN BY:
CHKD BY:~~=i!-"'H-
RVWD BY:..>.!.=
PROJECT NO.
SDP 02-06
DRAWING NO.
406-8
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---------------------------______ L __ --___ -__ -----------
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-- ------ -- -----------------4----l----4----4----- -- -- -- --
-------- -- ------- --___ I __ --
____ , __
-..LLJ -- -- --z
...I ----11! -: --.-----~ < ---- ---
--- --~ z -- ---------,--
T--""' ~ ---3 w ----- ------- --
---0 =---* -----!-+--+
-------__ I_ --------- ---- ---
(/)
ti) -- --------
f--- -----__ J_
--------------------------
---- --td ---------------- --
--_.J:± .C:J --------- --------(/) N a___,
-- ------+----+---->----,~+----+--·-+<---- ---------- --------- ------>--+----'-1------
---. --•~-'---'-----------· ----------
----ii: ----- -- ----------1. ::r ------- --
-------------<r> -- -------------- --
------11: -- -- --
--------- -------__ J ___ ------<--+---+-------------- -----___ , __ _,___, __ ----------- ----PROFILE -WATERLINE "A" ·+---+--+--+"ti) -- ----------------- ---- --
SCALE: HORIZONTAL 1 "=40'; VERTICAL 1 "=5' ~
---- -------------+-----------r-------- -----I---- -- -- ----
___ -----~----------- -- ---------r--------______ I __ ------------------I ___ --------- ------------------ ------------------------ -----------------I ------
----- ------------__ I __ ------___ I __ ----------1--§--6
BOUNDARY CURVE TABLE
CURVE RADIUS DELTA ARC LENGTH
-
/
EXIST. FIRE HYDRANT --~+hL _____ Ex_,_s_r.=T=E.=lE.=P=H=O=N=E=M:i:.H=·=~==EX=IS=T.=5=·=c=O=N=C=RE=T,=E:.:S:..:.l.:..DE~W,c-:4-L-K ~ EXIST. FIRE HYDRANT
TRENCH RESTORATION PER
SDRSD G-24, TYPE "A"
AND DETAIL THIS SHEET
CENTERLINE EXIST. COMMERCIAL ENTRANCE
STA. 6+64.77 WATERLINE "A" = STA. 29+45.35 FLEET SlREET
POINT OF CONNECTION TO EXIST. 12" PVC (CL-150) WATERLINE
12"x12"x8" TEE, RTxRTxFL, & 1-8" G.V., 155.3 1P @ TEE Cl 330.00' 27'54'57" 160.78'
:E
-➔--+--t -----------------------
-------- ---------+-+---t----1--+-+---l ----------___ _,___,___, _ _,__,
-- -- --------+---+---•--1--->--+----'-------L---L--' -- --------
---- -----+--+--+----- ------- ---- -----+--!-!
-- -- ----------------------------- -----------1---+---'---------
-- -----1---+--4---4--1--- ----------L----l--L -L-----L--L-----
-- ------+--~--+----->----+--~ --- ---------
---------+--+--+---t---l-f----t
-- -- --------- -----L----'----'
---- --__ I----!--+--+
-- -------__ I __
---------------__ J __ ------------------- ----------------
+----I----+-,----- -- -- -- ---------
-➔--->----------+--+--->---I--+---+-----1----1--+----------- --
, _ _,___, __ -- ---->--+--L---1-------l--------'----"----_j_____J_
y-
-- -- ---- ------+--~--+ f---+--+------ ------- ---- ----
----______ I __ --
1.
MIN.
TRENCH
WID
f----1----1------
1.
MIN.
C2 2so.oo·
C3 25.00'
32,4·22·
93·00·00"
157.55"
42.76'
THRUST BLOCK; INSTALL 1-2" BLOW OFF PER W-6 AT LOW POINT
CONTRACTOR TO VERIFY EXACT DEPTH & LOCATION OF P.O.C.
PRIOR TO CONSTRUCTION
C4 624.00' 02"49'37" 30.79'
C5 55.00' 18'14'12" 17.51'
C6 621.00' 04'53'13" 52.97' 0
C7 621.00' 00'51'15" 9.26'
CB 55.00' 1814'12" 17.51'
C9 624.00' 37'23'08" 407.16' Ii
BOUNDARY LINE TABLE
I I I ! I,
7 I
J I
LINE
11
12
L3
L4
15
16
17
LB
BEARING
N67'30' 48"E
N22'29'12"W
N09'45'1 O"E
N72i4'50"W
N27"41'36"E
N62i8'24"W
N27'41'35"E
N22'29'12"W
DISTANCE
279.50'
173.08°
174.89'
51.53'
3.00'
7.00'
3.04'
4.90'
r---_,
I r----.c=-"'
1 I -
I r
Lot 8, Map 13357
Carlsbad Tract No. 94--09
STA. 2+64.10, 20.23' LT, WATERLINE "A"
INSTALL 6" FIRE HYDRANT ASSEMBLY•;"
159.5 1P @ lEE; RTxRTxFL I ;j._i:c'-..
FLGE. ELEV.L_j64.35 ;rJt{
I 1,~;-,,_ -,;;;!:--, ~~:,t..:~ct---7.: ~ ·-·-..
·-t. . .-. -"'
EXISTING 20' PUBLIC-----\--,
WA TERLINE EASEMENT
PER DOC. 1997-0742353
RECORDED: MARCH 28. 1997 \
\
8" PVC WATERLINE "A"
EXIST. ASPHALT
DRIVEWAY
\ \
EXISTING 8" PVC (CL-15D)-------+-
PUBLIC WATERLINE PER PLAN 347-7
lRENCH RESTORATION PER
SDRSD G-24, TYPE "A"
AND DETAIL THIS SHEET
EXIST. PUBLIC STORM DRAIN
_.,.•·,, .. _, .-
3
__ ,--ST A. 3+30 WATERLINE "A"
INSTALL 1" A. V.A.
160.0 1P
STA. 2+69.10 WATERLINE "A"\
INSTALL 8"x8" TEE, RTxRTxFL; 1-8" G. V.
160.9 lP@TEE;THRUST BLOCK \ PROPOSED
-3 STOR\: OFFICE BUILDING
~-STA. 2+23± WATERLINE "A" 75,000 S.F. --
PVT. 8" PVC STORM DRAIN -'(SPRINKLED)
-PIPE CROSSING (SEE PROFILE) Elev. = 164.00 First Fir. _
___ ---Elev. = 152.17 Garage Fir.
~-STA. 1+19.17 WATERLINE "A"
ANGLE PT., 158.6 lP; THRUST BLOCK
INSTALL 1-22.5' BEND, RTxRT
ANGLE OF DEF.=22.5'
Pad Elev. = 151. 75
--~
STA. 4+92.56 WATERLINE "A",
ANGLE PT .. 157. 7 lP; lHRUST BLOCK
INSTALL 1-45' BEND, RTxRT ~ \
ANGLE OF DEF.=22.5"\'--~ ,;.
= I . I'-V"-I " "' STA. 4+32.00, 17.58' LT, WATERLINE "A"
INSTALL 6" FIRE HYDRANT ASSEMBLY
158. 7 TP @ TEE; RT xRTxFL "" ' \
FLGE.\LEV~.=163.35\ 1' '\ ~
-"' ..,
~ I
"'
EXIST. 75' WATER EASEMENT
TO CMWD PER F/N 1994-0272435
TO BE QUIT CLAIMED 1/ ,, ..
,, A"
SCALE: 1" = 40'
EXIST. 8" SANITARY SEWER
EXIST. 12" PVC WATER (CL-150}
COLD PLANE &
Lot 15, Jfap 13408
City of Carlsbad Tract 94--09
Carlsbad Ranch, Units 2 & 3
RESURFACE W/0.33'
A.C. BOTH SIDES (TYP.)
, ' -LANG-
engineering co.
ConsulLin~ Engineers -Lend Planners
7040 AVENIDA ENCINAS, #1 □4-336 PHgso5ao+-rns2
CARLSBAD, CALIFORNIA 92009 FAX 760 804-1863 ,. @2003 LANG ENGINEERING COMPANY
ENGINEER OF WORK
W,, e;,;_,4 /5~-IJ7-l4-tJ3
RtCHARD G. LANG, RCE DATE
REGISTRATION NO. 39016, EXP. 03-31-05
NO. BRG./RAD
1 ) S22'29'12"E
2) S89"59'12"E
-3 N67'30' 48"E
4 S69'27'09"E
-5 l 437 .08' RAD.
40' 40' 80' ----
Scale: 1 • = 40'
SAND BEDDING
FLEET STREET & PRIVATE DRIVEWAY OPEN TRENCH
TRENCH RESTORATION DETAIL "A"
MODIFIED G--24, TYPE A
NO SCALE
WATERLINE ,, A" DATA {CL-150•
DELTA
a5•50•02·
LENGTH REMARKS NO. BEARING LENGTH
7.88' 8" PVC 6 S85'50'02"E 172.21'
59.17' 8" PVC 7 N59'20'13"E 20.23'
85.61' 8" PVC B N59'20'13"E 16.60'
39.44' 8" PVC 9 S31'03'29"E 5.05'
248.34' B" PVC 10) N37'19'36"E 17.58'
NOTE: ALL PIPE SHALL CONFORM TO CL-150, AWWA C900
[TI DOUBLE CHECK VALVE DETECTOR ASSEMBLY PER C.M.W.D. STD W-22
[g] PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY.
DESIGN AND SPECIFICATIONS BY OTHERS.
CT] PRIVATE STORM DRAIN PER DWG. 406-8A
1±) PRIVATE SANITARY SEWER PER DWG. 406-BA
1K] 1• WATERLINE TO MECHANICAL YARD (FEED FROM BUILDING)
REMARKS
8" PVC
6" PVC
B" PVC
8" PVC
5• PVC
JULY 14, 2003
Section 4216/4217 of the Government
Code requires that a Dig Alert Identification
Number be issued before a
"AS BUil T"
•Permit to Excavate" will be valid.
Far your Dig Alert I.D. Number Call
Underground Service Alert
TOLL FREE H!00-422-4133
P.E. 3'701/, DATE
EC OR l
1----t--1------------+----+--l--------<~--l_1 sH2EET I CITY OF CARLSBAD I SHE2ETS I
'.::::===:.:::=:::::EN::::G:::IN::::E::E:::R::::IN:::G:::::::DE:::P::::A:::R::::TM::::E:::N::::T==::::'..:==:::::
IMPROVEMENT PLANS FOR:
OCEAN RIDGE AT CARLSBAD RANCH
LOT 12, P.M. 13408
APPROVED LLOYD B. HUBBS BY
1-----+----+--------------------4----1---------1------+------1 Ac::;; e-rt£:..4' vP:rt~
CITY ENGINRR RCE iisss EXP. 12 31
DA iE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlllER APPROVAL
DA iE INITIAL
CITY APPROVAL
DWN BY:-~-
CHKD BY: 17E.i-!
RVWD BY: <ih-?'.
PROJECT NO.
SDP 02-06
DRAWING NO.
406-8
(
C -:e-
l\) G)
a~
I\) 0
O')
I co