HomeMy WebLinkAboutDWG 442-2; PIP 05-24; THE TOWERS AT BRESSI RANCH (LOTS 24-28); 01-08GENERAL 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 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 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 RA TING OF "A-" OR BETTER AND
A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS"
KEY RA TING GUIDE,
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS W1THOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED W1THIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLAN·s ANO 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-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE W1THIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT W1LL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELD AT lliE 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 SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760)438-3891 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 8Y 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 W1LL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERW1SE. 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, ANO 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 SHOW1NG
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 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 BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
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 W1THQUT 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 F AGILITIES 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. ANO UNDERGROUND) W1THIN 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 W1TH
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 ANO STORM DRAIN}
,CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
,SAN DIEGUITO WATER DISTRICT
•VALLECITOS WATER DISTRICT
•OLIVENHAIN WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
*BUENA SANITATION DISTRICT
, , I
I i
'AS APPROPRIATE
1-800-422-4133
(800)660-7343
(800)892-0123
(760)438-7741
(760)434-2980
(760)438-2722
(760)633-2650
(760)744-0460
(760)753-6466
(760)753-0155
(760)726-1340
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 W1TH 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 SDR 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.
6. 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.
WATER NOTES
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W1TH
THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004 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 PROVIDE PROOF
OF OSHA NO Tl FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
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.
6. 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 CITY OF CARLSBAD ENGINEERING STANDARDS, 2004,
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 AL TERNA Tl VE
FORM OF PROTECTION.
CMWD CONSTRUCTION NOTES
1. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL POTABLE WATER METERS
SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
2. ALL WATER METER BOXES SHALL BE 17" x 30" x 12" POLYMER CONCRETE
AS MANUFACTURED BY ARMORCAST OR EQUAL.
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES
SHALL BE 10 FEET.
4. THE TOP OF WATER METER BOXES SHALL BE FLUSH W1TH THE FINISHED
SURF ACE 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 W1TH 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:
BY:
LANG ENGINEERING COMPANY
561 SAXONY PLACE, SUITE 101B
ENCINITAS, CA 92024
(760 487-1918
(760 487-1917 FAX
_4 ~t1#:J-DATE: 9-5-0h
R HARD G. LANG,R.C.E. 39&'i5
REGISTRATION EXPIRES: MARCH 31, 2007
ENGINEER'S NOTES:
CALIFORNIA COUNCIL OF CIVIL ENGINEERS & LAND SURVEYORS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE W1TH 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 WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
WORK TO BE DONE
CITY OF OCEANSIDE
HIGHWAY 78
it,,PORTANTNOTICE
Section 4216 of the Government
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE W1TH THE FOLLOW1NG DOCUMENTS
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
Code requires that a Dig A!ert Identification
Number be issued before a 1. CARLSBAD MUNICIPAL CODE
"Permit to Excavate" will be valid. 2. CITY OF CARLSBAD STANDARDS
For your Dig Alert I.D. Number Coll
Underground Service Alert 3. THIS SET OF PLANS
4. CITY OF CARLSBAD PLANNING DEPARTMENT APPROVAL PIP 05-24, DATED MAY 31, 2006. TOLL ffiEE H00--227-2600 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
CITY OF VISTA
OCEAN
CITY OF ENCINITAS
VICINITY MAP
ENGINEER'S NOTES: (cont'd)
CITY OF
SAN MARCOS
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.
PROJECT LOCATION
THIS PROJECT IS LOCATED W1THIN THE FOLLOWING ASSESSORS PARCEL NUMBERS:
LOT 24: 213-262-01 !6.113 ACRES)
LOT 25: 213-262...:02 3.458 ACRESl
LOT 26: 213-262-03 3.025 ACRES
LOT 27: 213-262-04 2.466 ACRES
LOT 28: 213-262-05 6.062 ACRES
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N1,992 E6,252
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THESE PLANS IS THE CALIFORNIA COORDINATE
SYSTEM, NAD 83, ZONE 6, EPOCH 1991.35 GRID BEARING BETWEEN STATION
V-2002 PER ROS 14023 AND STATION SDGPS-41 ESTABLISHED BY THE COUNTY
OF SAN DIEGO HORIZONTAL CONTROL BOOK, AS SHOWN ON MAP NO. 14600.
I.E. NORTH 88"54'05"W
THE COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419.
GRID DISTANCE = GROUND DISTANCE x COMBINED SCALE FACTOR.
ALL MEASURED DISTANCES SHOWN HEREON ARE GROUND DISTANCES.
THE MAPPING ANGLE AT STATION V-2002 IS -0'32'51.881".
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY
DATED JANUARY 2005 BY PROJECT DESIGN CONSULTANTS.
ADDITIONAL TOPOGRAPHY AND FIELD VERIFICATION WAS GENERA TED BY FIELD
SURVEY COLLECTED IN NOVEMBER 2005 BY STEVEN L. WOODS, SURVEYOR
REGISTERED LAND SURVEYOR, REGISTRATION NO. 6427, EXPIRATION
12/31/2006.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
REFERENCE DRAWINGS
400-8A BRESSI RANCH MASS GRADING PLANS
400-8B BRESSI RANCH INDUSTRIAL IMPROVEMENT PLANS
400-BD BRESSI RANCH INDUSTRIAL IMPROVEMENT PLANS
421-3 BRESSI RANCH INDUSTRIAL IMPROVEMENT PLANS CT 02-15
428-78 PALOMAR AIRPORT ROAD, LOKER BUSINESS CENTER
422-2 TOWERS AT BRESSI RANCH PRECISE GRADING PLAN
PR 06-90 PUBLIC WATERLINE EASEMENT TO C.M.W.D.
DEVELOPER
RYAN COMPANIES US, INC.
9171 TOWNE CENTRE DRIVE, SUITE 460
SAN DIEGO, CA 92122
PHONE: (85 8) 812-7910
6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON & ASSOCIATES, DATED FEBRUARY 3, 2006,
AND "UPDATE LETTER" DATED JULY 11, 2006.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAW1NGS AS MAY BE MODIFIED BY THE CITY OF
CARLSBAD STANDARDS
8. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER,
SEWER AND RECLAIMED WATER
9. STORMWATER MANAGEMENT PLAN PREPARED BY LANG ENGINEERING COMPANY, DATED: JULY 12,
2006
10. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY LANG ENGINEERING COMPANY, DATED:
JULY 12, 2006. WDID NO. 9 37C341732.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
NOTE: QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY, ACTUAL QUANTITIES MAY VARY.
8" WELDED STEEL WATER MAIN
8" P. V.C. WATER MAIN (CL 150)
6" P.V.C. WATER MAIN (CL 150}
C.M.W.D. W-34
6" GATE VALVE C.M.W.D. W-13, W-16
8" GATE VALVE C.M.W.D. W-13, W-16
FIRE HYDRANT ASSEMBLY C.M.W.D. W-12
6" ABOVE GRADE FIRE DETECTOR ASSEMBLY C.M.W.D. W-22
MODIFIED W1TH 2.5" SIAMESE PUMPER CONNECTION
2• B.O. (BLOW OFF) C.M. W.D. W-6
2" A.V.A .. (AIR & VACUUM VALVE) C.M.W.D. W-7
2" M.A.R. (MANUAL AIR RELEASE) C.M.W.D. W-6
1" WATER SERVICE W/ 3/4" METER C.M.W.D. W-3
1" WATER SERVICE W/ 1" METER C.M.W.D. W-3
2" WATER SERVICE W/ 2" METER (IRRIGATION) C.M.W.D. W-4
12" BLIND FLANGE AT EXIST. MAIN
---w---
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~
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}-3
CITY OF CARLSBAD FIRE DEPARTMENT
39 L.F.
5,172 L.F.
844 L.F.
16 EACH
29 EACH
16 EACH
16 EACH
14 EACH
2 EACH
16 EACH
5 EACH
13 EACH
2 EACH
4 EACH
SEPTEMBER 5, 2006
"AS BUil T"
ARK
RLSBAD BENCHMARK NO. SDGPS 41
BENCH M
CITY OF CA
BEING A FO
PALOMAR A
ELEVATION
UNO CADT DISC IN NORTH SIDEWALK OF CARLSBAD M~CIPAL WATER DISTRICT
REQUIREMENTS
~-'--ct~r-, JJ/.Elu NO. OF F.H.(S)_l§__F.FLOW 1500 G.P.M. OUT OF_1_F.H.(S).
BLDG. SPRINKLED~ ... F.FLOW=G.P.M.
~ . J;.;. 411 q,z,,01,.
P.F =c EXP. O(p~ ~TE
IRPORT ROAD, 640 WEST OF EL FUERTE STREET. = 444.77
.L., NGVD '29
OM: CITY OF CARLSBAD SURVEY CONTROL
DATUM: M.S
RECORD FR
R.O.S. NO. 17271, SURVEY CONTOL POINT NO. 96
r -LANG---eng1neer1ng co.
'
Consultin~ En~Tneers -Land Planners
561 SAXONY PLACE, SUITE 1018 PH?60~487-1918
ENCINITAS, CALIFORNIA 92024 FAX 760 487-1917
'-lel-2006 LANG ENGINEERING COMPANY ,
ENGINEER OF WORK
f/k .. ,.e /(. ,;f'-j::. 9-5-tJt,,
:.tcHARD G. LANG, RCE DATE
REGISTRATION NO. 39016, EXP. 03 31 07
fl__./<;/, 10 J,jo,
R HAL ' ( DATE REVIEWED B~~
DAVID A. HAUSER I DATE
DEPUfl' CITY ENGINEER R.C.E. 33081 d-9~'.~-=----------. A( l-..ob<
EXP. 06/30/08 INSPECTOR ; -------., ' DA TE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
THE TOWERS AT BRESSI RANCH
LOTS 24 THRU 28, CT 02-15
APPROciJ 12:NRAD C. HAMMANN JR1 10/tjd.( i$'f_t •«c... lt.<G iJO~/ G'-IPt o~
11/1-z/11 <."!WL. t A.., -~au. T ,,~ / CITY ENGINEER RCE 33069 EXP.06/30/08 DATE
1-10-01 AAl-Aw ru.-,..~· 1..."'""_,,, '; \~•o.,(,, *l?J DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE , INITIAL
REVISION DESCRIPTION CHKD BY:~ PIP 05-24 442-2 ENGINEER OF WORK OlliER APPROVAL CITY APPROVAL RVWD BY:
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081007
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-· " -------------~--- -------------
I \n SLATER PLACE
•
I
-----t-------------------C~++--t------+---ll!L":!tl ATE WA y ROArJ
1------,----
SHEET INDEX MAP
SCALE: 1" = 60'
I I I I I
--
5
8
--
KEV LEGEND
SEWER (PRIVATE) PER DWG. 442-2A
ACCESS HOLES (PRIVATE) PER DWG. 442-2A
WATER (PUBLIC)
DOUBLE DETECTOR CHECK VALVE (PRIVATE)
FIRE HYDRANT (PUBLIC)
SHEET INDEX
SHEET 1:
SHEET 2:
TITLE SHEET
SHEET INDEX MAP
--s,--
-0>----tE71111o.J
SHEET 3: 8" PUBLIC WATER LINE • A" PLAN/PROFILE
SHEET 4:
SHEET 5:
SHEET 6:
SHEET 7:
SHEET 8:
--
8" PUBLIC WATER LINES "A" & "B" PLAN/PROFILE
8" PUBLIC WATER LINE "c" PLAN/PROFILE
8" PUBLIC WATER LINES "H" & "E" PLAN/PROFILE
8" PUBLIC WATER LINES "D" & "G" PLAN/PROFILE
8" PUBLIC WATER LINE "D" & "F" PLAN/PROFILE
60' '------" 1201
Scale: 1 = 60
----
SEPTEMBER 5, 2006
--"AS BUil T" ~• Ir u e-_ - -- -W ~-(,J -~ Jjfil,,_,_/,I~
~~ _ ( P.E. lo'C>01-5 EXP. filt[~t!, DATE
::E::..~AU 11 /?.o/i(
I \ ~ INSPECTOR,------, r DATE -------------rl--===::r====c=========================c===r===1====c==~r.=::::;::~~~~::;:::;;;::::====-=======~::::==::::--1 -LANG-1-------+---+-----------+------l---+------l----l I SH2EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 8 ;::=='....'.:::===========--'====:; engineering co. IMPROVEMENT PLANS FOR:
Consulting Engineers -Lend Planners l----+----+--------------+---1---l-------le-----l
561 SAXONY PU.CE, SUITE 1018 PH(760l487-1918 ENCINITAS, CALIFORNIA 92024 FAX(760 487-1917 t-----+-----+---------------+-----1---+--e----"
THE TOWERS AT BRESSI RANCH
LOTS 24 THRU 28, P.M. 14860
@ 2006 LANG ENGINEERING COMPANY l----+----+--------------+---1------+-----'>-----I ;===::========c=============~
APPRO):'.ED ~ONRAD C. HAMMANN JR.
l---,-~-+----+,\----,-------------+-----1---+-----1"----" ~8c_1:---'~!;',_ ~.LS"t,/.===------ENGINEER OF WORK
~« .. e' ,d ~"7!-?-5-tJt-~ G. LANG, RCE DATE
w'-l) AS-6J11.-r 1--!C..,J_._,~ CITY ENGINEER RCE 33069 EXP.06 30 08
1-10-01 R<'\L-I M>1:> l"I\-A?\14~
DA TE INITIAL
REVISION DESCRIPTION
PROJECT NO.
PIP 05-24
DATE
DRAWING NO.
442-2 REGISTRATION NO. 39016, EXP. 03-31-07 ENGINEER OF WORK
081007
)
"
n
WATER LINE "A" DATA
1-:N,...o..-i.r-B_EA_R_IN_G-t_R_A_D_1u_s-+-_D_E_L_TA_t-LE_N_G...,.TI-f-+_RE_M,--A_R_K_,S1t::.-.::_-, ..... l
TA 867.oo'• 0415'05• 64.33' 8. PVC ,Y
2A N44"30'25"W 26.88' 8• PVC . tl"
tt.'3A~N;;;o;;;o;:;-z~9•~35;;;.;;:-E -i--A A, ,=j;:~~:;;_::::v-:;::::::::t_~1;;;0~.o;;:;:o.~r--;8;;.--;P~v-:;::c i1 (
4A N00'29'35"E -1'3 :A 1212.9J' 8. Pvc
5A N42'02'20"E -..., -V 29.94' 8• PVC
6A 2857.00'• 07"JJ'15• J76.68' 8• PVC ly
7A 2857.0Q'• 05'45'57" 287.51' s• PVC fl'
P,,,8A~-S7_8_'40--:-, 40-.::-E+---11----t-, 40-. ,-2=-· +-e-=-· -P-VC-f-i~~'{-
9A SJJ'40' 40"E J -.t •• • ..._ I'\ J5.37' 8• PVC
H-O-&/-SO_O_'O_o_·o-o"-E+-&--1-.,:--·l'Y~W"Pff" 266.63' 8. PVC
'-0.3 .... ~
1~ S4a"51'41"W \. ,._,,-55.56' 8• PVC ~'l,r/f" l--'>,(-l-----+---'-1P,.....,-=-+---I----+
2 N89'30'25"W 13.50' s• PVC
3 SOJ'51'39"E 17.56' 5• PVC
4, N02"55'43"W TJ.50' 5• PVC 'll
5 N02'39'01"E 13.50' 5• PVC .hi;/
6, S06'40'58"W 21.53' 5• PVC j'
t-7""cr---,-------::--i-----,--t---t-----i-::---ti ~
7 S1119'20"W 22.02' 6" PVC
8 N11'21'46"E 13.50' s• PVC
9 N90'00'oo·E 13.50' s· PVC
NOTE: ALL PVC PIPE SHALL CONFORM TO CL-150, AWWA C900 ',-~..,
550 PRESSURE ZONE.
• NO DEFLECTIONS AT BELLS, FITTINGS OR OF THE PIPE WILL BE
ALLOWED. THE USE OF DEfl.ECTION COLLARS SHALL BE REQUIREO.
BOUNDARY TABLE
CURVE RADIUS DELTA ARC LENGTI-1
Cl 336.00' 05"14'46" 30.76'
C2 25.00' 89"59'58" 39.27'
C3 2937.00' 1515'44" 782.35'
C4 2931.00' 00•39'37" 33.78'
Ci5 60.00' 90'00'00" 94.25'
C6 60.00' 18'43'47" 19.61'
C7 90.00' 18'43'47" 29.42'
CB 25.00' 83'21'31" 36.37'
'
-
I-
'
---------
C9 2134.00' 07'08'04" 265.73' ---------.1 I
ClO 25.00' 89'47'10" 39. 18'
IMPORTANT NO'T1Ce
Section 4216 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
TOLL FREE 1-800-227-2600
Two working days before you dig
SHEET KEY MAP
SCALE: 1 • =500'
[I) DOUBLE CHECK VALVE DElECTOR ASSEMBLY PER C.M. W.D. W-22.
0 PRIVAlE FIRE SERVICE SHOWN FOR REFERENCE ONLY 40' DESIGN AND SPECIF/CATIONS BY OTI-IERS.
CT] PRIVATE STORM DRAIN PER DWG. 442-2A.
II} PRIVAlE SANITARY SEWER PER DWG. 442-2A.
0 40' -----
Scale: 1 • = 40'
\
Ill' = _ = = =& PALO,\fAR AIRPORT ROAD STA. 10+94 WATER LINE--:;._;-;:: ----------_ = __ -----------------------==---=~------------1• WATER SERVICE PER W-3·= --------------t = -== ------------------cc--=------_·:.:.:.:.:.---cuRVE c3------STA. 8+20.76 WATER LINE "A·_____ 1· METER; 42 GPIA DEIAAND ------:::---======-----sTA. 5+61.46 WATER UNE "A" ------r--STA. 1+00 WATER LINE "B-"-----------------STA. 11+08.27 WATER UNE "A" I ~--= --= 5, -----0INSTALL 8"x6" TEE, PJxPJxFL;1-6"G.V._ __ __ __ _ I I 8"x8" FLG CROSS W/TB;T EA 8"xs· FL REDUCER----==::.=-------------ANGLE PT., 392.3 TP;TB _ ----== N&s•oi's7"E -124.4 --====.,~~;;;;;~~~=== _384.8 TP @ TEE;T.B.=-----::____ 3 EA.~8" FLGxPJ GV;T EA~6" FLGxPJ GV ~ ---------------==---= ----I-DEFLECTION COUPLING ,,. --:::==:-&~ - -__ iut STA. 5+51.46 WATER LINE "A" -_ _ __ ---===== · ~~".:c::::~~-==---___ 3 ___ I / 1 EA.~2· so:2 EA~2· IAAR - ----1--------ANGLE OF DEF.=0413'40"
,1/ ~ .'v" / ,..-:;:::=; · • • = 1• WATER SERVICE PER W 3 --------.~== ---::: -. .::--=cc:oc~. -e =-~::=: --388-HPOCROSS ~ _;--:-------sri"° 11+39 WATER LINE "A" -
~STA. 4+44.08 WATER LINE A • • STA. 6+07.94, 13.50' LT, WATER LINE "A•c.,--= ~-.:_----=-.:c::: ,-.:? cc--:------STA. 8+82.97, 13.50' LT. WATER LINE •A• i• WATER SERVICE PER W-3 =_
1 • METER· 37GPIA DEIAAND---..• __::_:--------. \ // 11-~ BEND PJ.e.= = = = -c:: ·----~ ~ " ---385.2 TP @ TEE; FLGE. ELEV.=389. 70:.:::c--=--/ ~ ------.:c--=·,_ __ 389.2 TP @ TEE; FL--GE. ELEV.=_ 394.0_9_ ' ~ ---··-// I -uEFLECTION ~OU~U~G. -'CJ L~i \.. , '--' :--' _ .·r -..c:..:..--cc,C?--CC..""'-~2:.c._c_-_ ,-STA. 11+41.65 WATER LINE "A" -::---
\~STA.14+14.14 WA~R:i::~J1Jt2frn41462t2 -----1 ·1~-4~1" -l,,~,------1-----" L-'-'L...J f ,/~ flrt1V-~ l'.,Jw-/ r-:-.L.~r:;~~'.F(trl{[rTJffff> ---· .. \\'J:"w~~'Nf'~""''"'"~ -,
ANGLE PT., 383'.1 TP;TEi I / rr / 6A " J;L~ A -'-~ --------\L _LJ",;ci__ --~ TYP.) .,Q rr---rrr···-_ ---~--------,-STA. 11+57.46. 13.50' LT. WATER LINE .A.
1-45· BEND _PJ ill I ...... / .L----'-'-1'--:<. 7"~ C ~ 6+00 / . 7+00 , / iJ 8+00 1s~ 7'" 9+00 7~ A "'"l or f/i---cc;1 --==-_ ---•I-. INSTALL s· FIRE HYDRANT ASSEMBLY PER W-12
I \ \ ANGLE OF DEF.=41'32'45" ' '! ~'+----W .,.____........, .. Z: ~ 1--r---1 ~ -/. , -'I V --"--~_:;,--.,;::::_':"~---:-""'--I
1-DE'.FLECTION COUPLING ' l[ ~ --s+OO /, · .. 1 / W ~ lO+OO y fl 1-. cc-:-~-392.8 TP @ TEE;FLGE. ELEV.=397.19 1
I l" ~ /L_ r __:--.,,; .... -TO C.IA W.D. PER DOC. No.-t " • ",.;>.;,', / 11/: V8" PVC WATER LINE .A. I"' r;;;i ii I I I I"'\ --;-,,--.,,!.,.--__, ~-
\ \\ ?·.. ~1~-z;'. ( / \ I 1 REc.-y~~,1~=..:i P~_oe 90 1 1 1 1,, 1 _;_.J ,11-/ -[T"JI=h,~±-1 sTA.10+9.1.29 wA-TER LINE "A· • ~ 1, 6' /_.,cy " • J,,/<+oo _ /;;/~.,,.-"_ :& .; iL_ 5A / . I ' ' .,L.L-, ,u .1. ~ I ' -/ l 1 ,.__, . _r . ...l._;f -. INSTALL 8 x6 TEE, PJxPJxFL; 1-6 G. V. 5f_ 'I-Jll.i\ . r::--------+-.:.._____ t:.:j
\\
~., '-.J l~J ¥ _ 1 1 1 1 '~ ~ L _ 1 ~ 7 (-;'.7 UW " ~-~ = --_ / __ __: =· ,-l' ,;c .W l 3~~,1 TP@TE~ r·rrr----.r'_1 / l....1..., _1" /U -_/_,I, k r,:-;~--=-:::::::__::---_,: !ff_ \ I () t 3 I -~-r~}---9 ~. ~ ~, -u -;:: ---I t---·_-. r (\ ;;cl\' }1 I _}~-rt_ lo':'l.~J, --..::__ f:j-\ --\ I ~ ~ j / • -_ 1:J_ I .....-• -__ J:r_ "I.}__-]---, CtJ •
B ~~ --2, I -;;r-= -~ FIN. FLR .• 389.ZO . l ~ ~-=: c;.., /---:: FIN. FLR.=395.00 -. "";= "", .. \ ~
1,1-J.-...s 1 --+--1 I" .. · UILDING B 8" PVC WATER LINE "B"=r / -~ __ '--~-
! t c·-1-c FIN: FLR. VARIES (SEI! SHl!ET 4)1/1 ~ ·-"'--: ,1 BUILDING D r_·t---+ I
11 i 1 1 __ f---1 FIN. FLR. , / 1-\:1---, FIN. FIB. VARIE ---I ~ I /. \' I--j r-..,..;;..,'\ FLOOR SLOPE 3 0.50% = 391.Z5 . ~------t.--•, I . "\.......__
11 .::: ~ I (1 !! I~.,;~ 1-1-J\ Y'-\ ~ ~' ,:::_~ I r---: FIN. FLR.=395.0( FLOOR SLOPE= \_ t---------------l-,-J F_::f---( ~ ~ 8" PVC WATER LINE A·....J ~ •~:;;::;2~,...-'r L.-,=~~~==-:.b.-: ,---,--..J k-'1'Li"iJ...+'t:::!Je---{j SO% I\ I ~ I I u \ii'· I --STA. 3+50.79, 13.50' LT, WATER LINE "A" ., • _ ·\ ~, • _ . '\ LL\.1\ / _ ---
11 ~~ ~ ~ :il'\ ~~--~lJ.~L'n,6~F~~:~~:.A~tl¢.:~~~}JPERw-12 .. :· __ c---~ --• ; " _\. ... \ll'l • I~ ~y/ )} ~., Y ~v ''-----~-I....___ ! -~rt"j___--1;:::::::::1,I I __
II ~~ g ~,,1 1. 1.. : ~ \ f'\-tAU:.Z._ ~ \ I\ ip/ "'"---------------~62 ~--~--,~., ---f I I ~ / I ----:\ -r BUILDING A O ['--..___ ------_
1
\,,le~-i I , ' ~ -------------------.....___ ,_ o
11 < ; ~ ,., r~I =--J ----f t--------aaall, ['-« ~ -~""-.--11----~---~....._n -" I ~ -I ' "''C--\ ~ -~.,.____________ < -l -w
>--..i CJ ~ I I I -------' 0 '1 _JJ 111----1-1 " .., BUILDING F 11 II , ~ ,._ ' - . I\ <> STA.'2+01.21 WATER LINE "A" ;;' -. _ ___,., FIN. FLR.=393.60 ,..-1--+ 0 6' 7 ,-FIN. FLR. VARIES L. I / 1° l~I , ~ =STA. 1+78.94 WATER LINE "F --..........,....--, -_____ / I I\------:-'· r-1----11 ..., \Sil~ 2 o-I L..1 , 8"x8"x8" FLG TEE W/TB I -, -\--__ -J-----l ~ ··r I
I
l~f ,~J•A~j~ ~ A 3 EA.~8" FLGxPJ GV -'--1--,I ,__ II I~ -~ BUILDING E FIN. FLR. 1....-1---,-,. I
I JI I \ ,.,. :?i-e,·"• ,• c2 EA.~2• 80;1 EA~T• IAAR BUILDING C -f----1/ 1 \ .. -~ ~~~ FIN. FLR. VARIES = 395.o5 1 1 .• '
11 1 ~~ !1'= · , /r,,,,' ~.5TP@TEE -FIN. FLR. VARIES .. ...,,-.. +--~r+---< I !
f" ~ 'i, 181· 1 ✓, 1 ; )1 l'I-IA<-,-u_/ FIN. FLR. = 387.30 I\ -----< i ~-~)' I\ l __ ,\-f----FLOORSLOPE-o.so• "AS BUILSETP,~MBER 5, 2006
I ,. -. , ----+-----+=lle--\-f----l ---\ FIN. FLR.=393.60
N. 0 ., ~' -I \ I-,-•"--I I +----'<I.~ 0 I J____ _ /II\, :i.' If 1 , ';; ..:-oo• SLOP -a.so• C' , _ ,
' ,,,L · _.....__,i"._, • , "---I~.._ • r1}~~:r-l..-.7 t::'cc~=;-r:J-~-v,1--L----,"'\.JJ ~ /J I \ ~ /,.., f '' 'jfUJ..~1 ~ '-"':.. O!.:IAt::: JJf--1-----'1--!1--'--'-II -
.----.-.,.._,,,_ -l--• =atii i , l_ l ! ~U-~::::-::,,J u_. . -ir/,._/1 ~~-. ' I"-' P.E. 11'6075 EXP. ~..-µ3-DATE
I rjl II I I j .._
•----11< 3 EA.~8" FLGxPJ GV I :% r-,_ ~ V t' '-\ ' '--.. ill
11 I ·, r+I-_ • --~ _ -1 EA.~2• 80;2 EA~2• IAARi,'i i:1/, ~ , -, , I'-"·:,., \ , u " ~ , ..,..---~"'
sTA. 1+91.21 wATER LINE ·A· ~ "' ~8~0TP@TEEn_ _ PL N
11 ANGL~ PT., 381.5 TP;TB) \~_\,_/-_ ('l',t, // ' A A -8" WATER LINE "A" JJ/4L DATE 1-45 BEND PJ,.I 194' ~ '" r, ,-._,, ""'~' -/ Tin SCALE·. 1" --40' ANGLE OF DEF.=45'00'0o• --.. 1/" fl°' -.,,
II I ;t~J+P6T~;318~~~;~E .A. I ~-I C ~"8.vP...c1VCl-~w'A~TE~-R!:rUNE./.Tic.lrJ ~l'-0FESS1~ ,-----L--A--N---G------...,
II 11-22,5'.BE~D.Po.!11.~ 0 , ~ 1,-W:--,2.!l G ~
I-DEFLECTION COUPLING e--\v (SEI! SHEET 15)_)·-,....__ f0:,"<:r· . <-,~\
l------<f-----+-------------<---+----+---+--<I SH3EET I CITY OF CARLSBAD I SHESETS I ENGINEERING DEPARTMENT ~='---'==========::::'....'::::=~
ANGLE OF DEF.=27"37'06" -~ I~ / / / 17' ., ~ -\ · I 1---1---'M / \ C No. .39016 ~ 11 I I 8. PVC WATER_UNE "D"~ '\ It '"'· 0,-31 -o7 !;J
I I (SEE SHEl!T 7) "-__ I 4 " •.,,~ / 11 l 1
1
BUILDING G h .-\t I '1'ii>---C1v1\. ;,,,;;o 561 SAXONY PLACE. SUIT£ 101B PH(760J467-1918
-;.'.i;-~ ',e Of CA\.\"c()(""./4 ENCINITAS. CALIFORNIA 92024 FAX(760 487-1917
11 II 1,_' FIN. FLR.:::385.50 / / ; '1 -_. =--r--·.;··""'--"""·,,,'-_ ..:;=:.·,+...:;:__ ::;::-~-,--------'" ____ ®_2_00_6_LA_No_EN_rn_N_EE-RI-NO_co_M_P_AN_Y ___ J-tf----l----l---------------------l----l-----l----l-----l :CC=====================~
1 1 ,-c: ~-:; A~yR_O_ Vl'",.P • ~RAD C. HAMMANN JR.
ENGINEER OF WORK • 2__ Jd-../ ~ 1o fl/4'
// .,,j' _:."'. II 27lt( 61.<>1-/Z:. A1>-•t~T -CITY ENGINEER RCE 33069 EXP.06/30/08 DATE
yt,./.i«, .. e' ,_,/'Y-· 'I+ t/-5~tJt,, 1-'1:....-..::10:....-<11.::..:+...cl¼=L-,_,1'-"11->--"A"'l)""'t>'--'17~11-~.,v.,~&1"'~"""'i.=-..=-..=-..=-..=-..=-..=-..=-..=-..=-..=-..=-..=-..=-..=-..=-..=-..=.t_=-..:=._::_=-..i=-..~~~~(l~"-~~~-l1=1 ~D~WN;';:::'B~Y';::=~=-~===~==P=R=oJ=E=c=T=N=o=. =::::;;:=DR=A=w=1N=G=N~o.
Rl2'HARD G. LANG, RCE DATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE MnAL CHKD BY: .!i\'ll..-PIP 05-24 442-2
REGISTRATION NO. 39016, EXP. 03 31 07 ENGINEER OF WORK 01HER APPROVAL CITY APPROVAL RVWD BY:-~
80'
engineering co.
ConsultTng Engineers Land Planners
IMPROVEMENT PLANS FOR:
THE TOWERS AT BRESSI RANCH
LOTS 24 THRU 28, CT 02-15
081007
)
----I-------
I----1---.
:ci~ ~~ ---------· ---·-+----~ --
--l ··w -----1-------~ ··•--I---·-1----0---0, ·------· I--1l =
•
1--jJ----tc/T ~!=:t=:t:=,1;::::i=t=:i:::::t:=t=!=-1 ~ :L -+---t--t--t--+--t-----"' ~------
----+---+---+-'-'-+-=~ •'-+-1-+--+---+--f-f-+--+-+--+f---+--+--+-f-fl-+-H--+H-+---+--+-f-.l-WA-T :R-l# f:, "fl~ __ ;., ,--t--i--t-rt--1--tt---t--t-
7· . -,:::~ --O.i q~ ::: -. •
----f--+--+---+--' -.
-I -l
----+--+---+--+-+-+--+---,. ---i---+--f -f--+--i----+-t--+--+---+-+-f-+--+---+--f-+-·+--·--·----I----+--+-----+-+--+-+-f--t----
l=t=1=t=t=l=:t=1=t==1==t=t=:::t=W=t=:J=;j:=J:;:;=t:;i=t::::t=g=±=i:=t=±=p:=±=:o=±::±=j~:El2-F'-t::j::::p~-
---t--f--+----t---+-+-1-+--+---+--+-+-1-+-+--l PROFILE -WATER LINE "A" (CONTINUED) ,_.-_+-,_ t"l M ~ --plJ& ,o=c
SCALE: HORIZONTAL 1"=40'; VERTICAL 1"=4' 1
I
a---+---+---tc3 ~-
1--· --1--·-+--+---+--1-f-+--+-+-Nf---+--+--+-I-
-+--+-----'=
n
+--+--+-'
--+--r.-1--+-f-+---+
----------·--·· ·-
-. ___!:-- -;-r< n
---I----
r
-f--+--+--+-+--+--+---+-4---+--+--+-+-
-t--+--t--
~--+--+---,--+--+-+-+--+--+--+-+----+--+-----
I
I
-+--+--+-+-f--
. ---f-·
-+--+--+-------
----+-+-l-+--t--+-f-1-+--+~"''l--+---+--f-t--"4 "-l-+---+---t-il'l,4----t--f-l--t-'"'"l--+--+-+---+-~c+-+-l-+--+-~"''l--+--+-f-1--"t<)'f-+---+--+-+~1-f-+--+-+~"c'l--+-f-+-+-''~1--+-l-+--+---+--f-f-+--+---
A -0 I
'---J ---
-
46 ~ , f----t--+---t---,f----t-t---1--t----
I I ----·. ·-· --·--. -••i.............. f------
'
I
I.
Ii
I
. Ii
i •
_1 f ,
l i . .
I !
'i I i !
'
PLAN -8" WATER LINE "A" (CONTINUED)
WATER LINE "A" DAT A SCALE: 1 • = 40'
-NO. BEARING RADIUS DELTA LENGTI-i REMARKS ·• h-d----+--+---1----l-----tf--,\~A 1A 867.00'• 0415'05" 64.33' 8" PVC "-I -Lil
2A N44'30"25"W 26.88' 8" PVC ~
3A N00"29'35"E Ji\--, 10.00' 8" PVC ~
4A N00"29' 35 "E > 1:0~_7 ,~flf--~ j 212. 93' 8" PVC c~ ~ ARC LENGTH
BOUNDARY TABLE
CURVE RADIUS DELTA
___, --",-'" f1• -----------5A N42·02·2o·E 29.94' 8" PVC Cl 336.00' 05'14'46" 30.76' H>~-----+---+----1----+-----H .. 11 ... --1-----1------+-------1
6A 2857.00"• 07°33'15" 376.68" 8" PVC ;:'. C2 25.00' 89"59'58" 39.27' f-3>~----+----1----l-----+----f-l ~ I>+---+-----+----+-------<
7A 2857.oo·• 05'45'57" 287.51' 8" PVC i/ C3 2937.00' 15·15•44• 782.35' l-'),,(f-----+----1----l-----+----f-l X I>+---+-----+----+-------<
1+8A~ __ s __ 18 __ •40---,-•40-::•E--+----j-~------_-;_--_-;_--_---.1-t-1--40 __ • __ 12-,-·--+-8-::-"--P __ v __ c-f-l ~ i1-1---c4_-+-_29 __ 3_1 __ .o_o __ • +--0 __ 0 __ ·3 __ 9_•3_1 __ ·-+----3--3 ___ 1 __ 8'_--1
9A S33"40'40"E ,,.-35.3r 8" PVC C5 60.00' 90·00·00· 94.25' ""' ~o-oowiT~ /1. ,-;;;;;ct-~•~W~l'lfC~-$til266MTi~vct1 IK--t-----+----+------; 0,)1 soow·oo"E /IV '""-~') P"· 1 266.63" 8" PVC A' C6 60.00' 18"43'47" 19.61'
1A S48"51'41"W 55.56" 8" PVC .._~\, C7 90.00' 18'43'47" 29.42'
2, Na9·30•25•w 13.50' s· Pvc ca 25.oo· 8Y21'31" 36.37' J
3 S03"51"39"E 17.56" 6" PVC C9 2134.00' 07"08'04" 265.73'
______ ----,I I
4 No2·55•43•w 13.50' 6" PVC C10 25.00' 89'47'10" 39.18'
5, N02"39'01 "E 13.50' 6" PVC I\J
61 sos•40'58"W 21.53" 6" Pvc ~
~-t-----;----.----11---;-----1-1}
SHEET KEY MAP
SCALE: 1"=500"
7, S1119'20"W 22.02' 6" PVC q:
81 N11"21'46"E 13.50' 6" PVC
91 N90'00'00"E 13.50' 6" PVC
[I] DOUBLE CHECK VALVE DETECTOR ASSEMBLY PER C.M.W.D. W--22. rn PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY
~~
NOTE: ALL PVC PIPE SHALL CONFORM TO CL-150, AWWA C900 '---.,
550 PRESSURE ZONE.
• NO OEFLECTIONS AT BELLS, FlTTINGS OR Of TI-IE PIPE WILL BE
ALLOWED. THE USE OF' DEFLECTION COLLARS SHALL BE REQUIRED.
DESIGN AND SPECIFICATIONS BY Dll-lERS.
[II PRIVATE STORM DRAIN PER DWG. 442-2A.
[I] PRIVATE SANITARY SEWER PER DWG. 442--2A.
4-0' 0 40' ------'
Scale: 1 • = 40'
IMPORTANT NOTICE
Section 4216 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 I.D. Number Call
Underground Service Alert
TOLL RlEE 1--800-227-2600
Two working days before you dig
80'
-·
• I -I
' ,
I I I
I
,
STA. 0+23 WATER LINE "B"
26"33'54" VERTICAL BEND = :::T.P. = 404.00. T.B .
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, ~/<-.::" FIN. FLR. VARIES ~ 2 /j\
1
, , FIN. FLR. VARIES ;,._~ . csEE sHEET o>----~
, 'it-""---'> • \~~~~~~1r_ w -I\J I _ _j -,,,, ____,_J I (_'\-~, , '---' f'I-\AS€. 2.-: '-i/ = STA. 2+42.24 WA~ LINE "B" V fl __ J ~ , ,\_ ___ ---=r 1 -I ! 1 / _ _ r ,..:o ~ 0 ANGLE PT., 388.1 TP;IB l-l'---.l I 7 L ~IIJ.;)-'--\-L _
I ' I :_::J STA. 2~4'.01. 11.00' LT, WATER LINE ·s· ,' ~ -" 1--DEFLECTION COUPLI~<( / -~----_.. ---,· ---____..v
. (\ J INSTALL .6" FIR~ HYDRANT A~SEMBLY PER W112 [; •1-"----.----..J.," !---'-t:i;:===--
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.,' , 1 ~-_1 "' 388.1w o rrE. FLOE. ELEV.-393.93
1
,p, FIN. FLR.=393_50 _ ,_ '--?ifA"~a-:t ,
:1~A.1~~020~::=:Aw:~~E "A" I "ml! ".~. l'l,---H L FIN. FLR !39500 \ : i' I ---® I • --/ __:_-=~:~ '1
8"x8" FLO CROSS W/TB;1 EA 8"x6" REDUCER'\ --f_:tr) ·1 . , , I/ STA. 2+77 WATER LINE "8" , J--~---/ --_, or...-_ -___,__~•
I . 3 EA.~8" FLGxPJ CV; 1 EA~6" FLGxPJ cv / r----\ / ---ST.A •. 1_+25.58 WATER LINE "B" 11 'v 1· WATER SERVICE PER W--3' w_ ~, .Y I 11 "_ -:cc --1 y _ 1....., '-!
1 EA.~2" 80;2 EA~2" MAR I I --,-'ANGLE PT_ .• 388.1TP;TBII 11 '¾. fl 1· METER; 42 GPM DEMAND~ , f4 V ;----ti,; --I -' I I 386.1 TPOCROSS . / ~ -j 1--0EFLECTIDN c_ OUPLl~_G • ,-?--!!: , ~20' WATERLINE EASEMENT I ~='-" // , -, ,
' STA. 0+17.06. JATE_,R LINE •B•-\ J1 ';'' ~ ~ r "ANGLE OF Q_EF.=05'0000" -' ,-r#-i:1-. Tb C i'ID"PtR-r,·~ NQJool•o.l !,l ' ' II / , /'f I .;' INSTALL 6" FIRE HYDRANT I "' --j
ASSEMBLY PER W--12 I 1B 1~ _ } "' f . --_ _ 393-L/-j I I I /'4 11~ I/ =STA. 4+08.01 WATER LINE C
FLOE ELEV 4. 10 oo· "' '-\'. B, /'1 / -8"x8"x8' FLG TEE W/TB __LI)
' · .= .-• j\1.1---f--;'. llt--\ ' -~ "J__ 10'(1YP.) , -UI OE [ _e-I 3 EA.~8" FLGxPJ GVI ' / I : ~ -W '\. _ ,-393 =L--f._j_ _ __j_ '::./' ;:~ _ -?~1 58 68 A// 1 EA.~2" 80;1 EA.~2" MAR/
I I----h , ,.. 2+00 88; -;--_ -K: . _ c---\ 386.9TP@TEE" '1'1 / I, cl 28 1 'Ii-A Jtoo ,.. -,100 / / ,-~ STA. 0+23 WATER LINE .A. ...\.------aa_,'-. ~ --_ , ,,< . e,9'/, A" _,:_ w • • //~ ®/ ;(-= -r-
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lNSTALL 26"33'54" VERT BEND I 111 ::;:_: I /8" PVC WATER LINE ·s;~,,. ---39i -'-,':£--e---·.,..¥1 /4'Y/ lrw V, ~ --:
E-.. 404.0 r @ BENO. TB 11 i ' :: --,-.__ ao,_STA. 2!3~.ci\. ~AU:R LIINEI -~-I ,I -~ -98 ,-Gt""";;: I ' 'l /' I T-; 390 n . hi I --1-'nr, I ~ ~ ~ ;~•~!! -l!r-/ INSTALL 8"x6 CROSS, PJxPJxfLxFL----'><' Ii}. I ~ ~ ,-cc _0 -\ L ..--• --0 STA. 0+56 W')TE~ LINE A 11 JI\. 2-6" FLxPJ G.VJ-----'--=:::_":-L,i,._e-1::[...,___,"''I' .~ 1 :, , , ,-_---------STA. 3+9_5j: WATER LINE B -__ ,
0.; INSTALL 26'33 5.4. )'ERT D 11 I 388.1 TPOCROSS; TB o-= ~---..., '> 1 '--"-Jj_\ I n 1 1 -I • • c--PRIVATE 18" STORM DRAIN (A39 -' -~ 388.1 TP @ BEND, TB,J-i I I -· --V -STA. 2+80.00 WATER LINE B-PIPE CROSSING SEE PROFILE ~ ' e_ 1 ~· (_ . I .. ~ I 11+->,s_---i'\ ~-------~:,1• WATER SERVICE PER W--3 ,'..., ! 2-6" FlxPJ G.V. '<I---STA. 3+7-~,9Z WATE~ LINE ·s•__ f--n:: I', ~ I '~{i~ lf,_:-, ~ I I~ ' -1" METER; 41 GPM DEMAND -388.1 TPOCROSS; TB ~ ANGLE ~T-. 3il7.3TP;TB _ ~ ~ ' g I I ,'-.i:\ _ ➔ J 3~ _ -PRIVATE 12 STORM DRAIN (A51) ,.g 1• WATER SERVICE PER w--3f-_w .DEE'.Q--.0 ,54• -
' 8" PVC WATER LINE "A"' ' , -0-c:----PIPE CROSSING (SEE PROFILE)' ' oc 0 1• METER· 39 GPM DEMAND \ t--1 .ltlp I i--c.---I -f't•L,....--...-s , (sEii°sHEET.3) ii ~1 / ": -~1 BUILDINGS g~~ /' >-~, BUILDIN~c ----~ 10&i~••·e,· E"c·----=1[~
~ : [1 1[ 1 11/111 II ----I --~--:: ' FIN. FLR. VARIES G'ul~ FIN. FLR. VARIES -1//.---(SEE SHEET 15fl!f~..,.__~--I ~ 1/// ~,--J _ -f---I l'/1 ~" ~·r IL ''/
PLAN -8" WATER LINE "B"
SCALE: 1" = 40'
L .o. BEARING
WATER LINE "B" DATA
LENGTI-i REMARKS NO. BEARING LENGTI-i REMARKi
B SOI "20'22"W 38.94' 8" STEEL 68 S06"40'32"E 43.66'
"v 28 S01"20'22"W 44.00' 8" PVC 78 N83"39'38·w 20.97' 6" PVC ~.l+<Et---,----,--t---,-+--,---l~Et---,----,--t-----,-+----,---1-l ~ ,': 38 so1·20·22·w 25.58' 8" PVC 88 S83"39'38"E 17.00' 6" PVC Ir,
, it 48 S06"20'22·w 116.66' 8" PVC 98 N88"39'J8"W 21.85' 6" PVC i '\ l&<H----+----+------H>-E+----+----+----H'I:
._-,+'-58"'-'-_s_o_1·_20_·_22_· __ w....1... __ 1_3_1_.7_3_' ...J...._8_"_P_vc_.......,_00"'---s8_8_•3_9_•_38_"_E...J...._1_8_.9_5_· .......1._6_. __ P_v __ c_1~ .... ---1JJ
NOTE: ALL PVC PIPE SHALL CONFORM TO CL--150, AWWA C900 '-1r
550 PRESSURE ZONE. Lil
• NO DEFLECTIONS AT BELLS. FITTINGS OR OF THE PIPE WILL BE
ALLOWED. THE USE OF DEFLECTION COLLARS SHALL BE REQUIRED.
SEPTEMBER 5, 2006
"AS BUILT"
_J/a~~ _11/_1,__z/!,_,_,_1/ _
P.E. {a__~-&_ EXP. _cliVb/L3 DATE
REVIEWED BY• Al l1
__,,o--' ...... ~~
INSPECTOR/ I D
-LANG->----<--+-------------i--+--+----+----II SH4EET I CITY OF CARLSBAD I SHESETS I ENGINEERING DEPARTMENT :==='-=========::::'._'::====: engineering co_
Consulting EnQineers · Lend Planners
561 SAXONY PLACE, SUITE 1018 PH(760l487-1918
ENCINITAS, CALIFORNIA 92024 FAX(760 487-1917
@ 2006 LANG ENGINEERING COMPANY "'
ENGINEER OF WORK
K/4 .. ,-e:--4 ,,{7~ q_tJ5-t16
Ri{HARD G. LANG, RCE DA TE
REGISTRATION NO: 39016, EXP. 03 31 07
A
l-'1~-=\0=-0l=-'-1--'R<'t~L-:c__· ,,.!~11\-'-'-'A-=-D-=-D-''1'~\l.=A-=--S~\=14,_,Gol"----------t----+--+~a11• ,-J_
DA TE INITIAL DA TE INITIAL DA TE ITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C1TY APPROVAL
IMPROVEMENT PLANS FOR:
THE TOWERS AT BRESSI RANCH
LOTS 24 THRU 28, P.M. 14860
';j:~o~::,; ~RAD C. HAMMANN JR. IOj'ltJ' j,'
CITY ENGINEER RCE 33069 EXP.06/30/0B DATE
OWN BY:
CHKD BY· r..vP.
RVWO BY: ~c
PROJECT NO.
PIP 05-24
DRAWING NO.
442-2
081007
)
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-i<C •+---1-+--+--+--+--+l-+---+---+--+-+-+--+-+--I-+--+--+-!::, -o --·-t-· r-------t--t----+ ----.. ,, __ -r----t----t--r -· ·--++ -+----t--i!---;---1------1--------i----------------i-----+---+--+--+--+-t---,-.. ----------+---+-,_. __ --'---·-------:------------f-·-. ----. ----
• f--·· -----+-----+---+---+-t--+--+----t---+-+--~t---+---+->---+--+---+ ------------· I---f--+--+--+-+------+-+--+--+---+--+-+-+---+---+--I--+---+--+-·------1---+--+---+--+I--+--+-+---+---+---+--+-· -·-~--------------------------· -1---I.--------· ··-f--+--+--+-➔--+--+---+ ----f-·-1---·------------·----------+-+--le-A--l--+-ie----1--+---·-----·'---!----•-------------------:---··-------'--+-~-+--+l--+---+--+-+-1-+--+--+--+-+-------+--+I--+---+--+-+-------------I------------------. -----------r-·--t--···---i----·-----···-·----------
I --,__ ~------ - ------ -,----PROFILE -WATER LINE "C" l-+--+--+--l-+-+--+--+-l-+---+---+--1-+--+--+--+--lf-t----t-t----t-----t--+-+--+-t-+----t-----t--+--t-------. -----------·-t-----t-f-- ---!-·-.. ----··-,._. __ _
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-+--t----t------t-t-+--+ -+---t----t------t-t-+--+---+--+1--+--+--+-+-+-+---+---+--+-+I--+--l--+-■ ---+---+-1-+---+--+-t---f---t--+--l-+---+--+--+--+---+-+-+---+--+--l-t--t--t--1--.... --··---+--+--i---------·----·+---+---+---!---i--·---------· 1-------·--------I-----------------I--
11
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~ J~" ~-/ I lf-l';l, I I \ \I (_.,. f1----...-P1t 161':i 2 I I In~-I/\' 1'1 \ -:::: FIN. FLR.=393. P''A"': ~Ir ~;II.DING: E FIN. FLR. ( II -r;'-r-'--1--}--,I, I ~ \I,---. ~ I I -' BUILDING C t 11 / II . ~/ r, -, ;:-·J:1/FiN, FLR. VARIES = 396.05 :1ill I I f-t-::4 y
--~-;,., ,PIIIA1Ei ~-h,:,., BUILDING A 1----<t -\ .../ -,{J;. SLOPE -osox It 13• PVC WATER_ LINE "A"~ I I 1
I\, J 1 __ , __ P4A16 i. 1 m FIN. FLR. • 387-30 i\'"' 1 ----~ (SEE SHEET 4) _ HI--I lt---1-l rsTA. 4+61± WATER,L1NE0 "c" STA. 7+04.23 WATER LINE ·c·~ , ---_ (SEE SHEET 4) := ~ \ ,.. \ /J_ +----lcl--l PIPE CROSSING SEE PROFILE 8"x8"x8' FLG TEE W/IB l~ffl] FIN FLR -396 50
-tt---
11
1-. _, °' \ --, ~ I FLOOR SLOP _ 0.50X _ #--L-~ ,:e I :::: I I PRIVATE a· SAN(ITARY SEWER)B =STA. 1+00 WATER _LINE "H" BUILDtNG F r -----I ~---
// \ ~ --\'I ,rSTA. 1+00_ WATER L __ INE_ ·c· .:_ 1 · , ~---lH ~"-,. I ,'r,.n.L,. -~,»I 3 EA.~8" FLGxPJ GV If - · · -· ~1----+I ~-/! \-~-().1,.-L.-':::=-~~ J=-nrr=STA. 1+00 WATER LINE "A"_._ __ ,..,rnJ· ,;_ ,.__ ,---. -1=STA. 4+86.34 WATER LINE •c• 1:1 EA.~2• B0;2 EA.~2" MAR --I
,, U_N r,i_n";'L-. 8 x8 x8 FLG TEE W/18::J,., ->-:!• ,, , ~ --_ ~-1 I, 8"x8"x8' FLG TEE w/raIFFrrr· m--_ ,-F -_PRIVATE 8" STORM DRAIN (A33)-\ I/ '\ --.... ~--= ~-3 EA.~8" FLGxPJ GV---,..L-,.LJ_: ~ 20' WATER LINE EASEMENT--,----c,, fU~ i. , v , M I '°' 1 3 EA-:8: FLG_ xPJ ~v .1 --1 ,-<;;:c; -,'---' ~ / P,IPE CR ,oSSING (SEE PROFILE)--,.-flllA<
I "-J'.~ '\-----.. =,_--.... --.... ';Z_ ~-2 EA.~2" B0;1 EA.~2" MAR /-;:;, TO C.M.W.D. PER OOC. NO-..lo~1· o~rld\, ., IU '-;:: 1 EA--2 BO 1 EA--2 MAR L_"l <l / ,---,.'--,_----,__,-,' I 1-/ 1--c:F.'-r-lil-il-·IJJ , __,_, -----..._ -~--:..__-r ~~82,.0TP@TEE ~/ / REC.~"•.41,,l,\!'l1PR 06-907----+---~ \_/ I " ~ ~~ ,,._._., 389.0TP@TEEJ"' 1 · I 1----1 \ -· -rr4 ~--L_ -QJ~ I >--I , ..J'l'I_M ·
11
11
11
11
11
11
11
11
l--+-'if=l<1I '" • v • • --.... --.._-z--""" · ..____ "?, ill -; "' I / / / U / I I \ ./' r:~ ' ~ ··:; ~1-"9• '---1 / "1 7 I _7"-=, /'--.._ o-L II_.) I
II 8 P c WATER~LINE A ~ ~., •,f ·; '--,.___ 8" Pvc WATERLINE ·c· 'I I j ,k--'1 ~ ---.,,. ----~.,.___-_ --<.,.o,. 1 , §)/ sTt 7+8l3JWATER LINE-.\-c· ~ I Ji. (SEE)SHEE! 3) ~ (""' ~~ I/ y '-'-2+( o ---~~ --~ ----t \ "'° \ . "' 5t00 "' .. e+oo._ ----u---._gf-r i. ,ANGLt _l>T., 393.4 iP;ill·-::.J I "' +<> -II ~ \._.._ '8: ~>:,.---A-#~--.__ ' 1 • -----..388-----3+00 <?,,.q ,4+00 ., ' . --.__ --~ \' -"1~,,,_£_1 2 B D P r >-. 6 j II -=~STA. 1+34± WATER LINE ·c' ~ "I r::x . ~ ~ w I : w \ +--' "',\ "" - -,-r,.--,-J:-sr-, -~ ,-----....._ _:; ./ 7+ -'---.. '!.:_ .I ·,=1l°i5• :rNo li = ~ '.;i' :;:: PRIVATE 15" STORM DRAIN (A65) I. ---/ "., ;c;;,v ~ --------------. ~ i;-K I .._ ['--.__ ,-, _,.,. J / _ < ~\'...'.DEFLECTION COUPLI
;,;::I" ,. II ' PIPE CROSSING (,SEE-,P~OFILE_,~ /4 ~ -,<;· ·-----IJ<j --1 ·~·ad~T~72-r""F-s---\ ' \ @Q ~~ -' -c_ -t:---'---x / u;,·'\· .1/ ~l'j_,_G\,f-JtDEF.=37"39'19"1 ~ 3 ii \ii STA. 1+49.;': WATER LINE "C" \?"r 3 - -~ --s~ -,'. ~ _ 1 ,..__ \ :::--"D if~ -s------------=: --_ 2>-1---J ~C \ ,-,x,?-p-\ / ~~ /)__-_!-=--\_)
'Q \!J II PRIVATE 6 SANITARY SEWER \ ,, ,>=STA. 2+06.16, 13.52' RT, WATER LINE C"----:::) --r\t'i TISTA. 6+56± WATER LINE ·c· ;_ -F --·--cc~ -_)<' =" = u.;;,--..._,r _,_ ·~ / A. , I
Qi-. i,I' I I PIPECROSSING(SEEPRDFILE)L , \ 1 r {] IINSTALL6"FIREHYDRANTASSEMBLYPERW12 J"I • Ill \! PRIVATEB"SANITARYSEWERn-; ~---~~~-_ _,,,~ ~ ~,,£ ,,,_ T 'tfA\ I s: ~ ' I I ""'""= =s= \ ~-Q 4 \' I lJ /3~3-1TP,@TEE;Fl.GE. 'ELEv.;..3"57:a21 I I I l\ \ '-; .J ' ' \ ' PIPE CROSSING (SEE PROFILE~ //, '= '~ """") '\ r "' ~" gel/ ~ / "<µ\_, ~ ~ II I BUILDING G :'.'---I I I I I U I STA. 4+08.01 WATER LIN'f·c·-1E ,1 -' -'~"' "' l__./ "'-" YI: ~ / Jf-.. ~STA. 8+42.11 WATER LINE ·c· ..., 0 t" ~ "'.o., ,I I STA. 6+84.85, 10.91' RT, WATER LINE ·c· "sTA 7+72± WATER LINE ·c· / • '\ =STA. 16+06.05 WATER LINE "A"
Q °' ij I FIN. FLR. = 385.50 /// --STA. 1+64± WATER LINE ·c· =.ST~. t+-17.63 WATER LINE ·s· '\ \\1 INSTALL a· FIR~ liYDRANT ASSEMBLY PER W12 PRIVATE 18" STORM DRAIN (A29) ?, C/----~8"x8"x8'.FLG TEE W/18 3:1~ • , ~ j -=-,-_ PRIVATE 8" SANITARY SEWER A 8 x8 x8 FLG TEE W/18 , -,,-.,,-rcr:s-::, \ _391.3 TP @ TEE; FLGE. ~=395.50 PIPE CROSSING lSEE PROFILE , / '-. 3 EA.~B. FLGxPJ GV •
,c -c / ---• ---1/ " V ·,:;, \:---1 EA.~2 BO; 2 EA.~2 MAR
,..:.; ~ \ I ' :T ~ >II I'-...-i / • ) c\ ,,,..-/✓ ~ /~,~\;"' '" , 396~3TP@TEE PROPOSED IRRIGATION SERVICES
c::. I II I. -~ T; I ~a· PVC WATER LINE "D '/ /~86.9TP@TEE\A I j \\ 11 I I JctJtr-61i-~i~1-t-r4:t:1:;(L / v~ 1/ " "& 403;-& __ __/ /2-2" WATER SERVICES PER W-4 R
11 , = ff iT ,. i -,-(SEE SHEET ?)tn_ / _i----I IA I ~-' -' ' 'L.U' [ ' i ' ' ' ' r , ,, V/_,. "-··"·,,, ::: 40~-' ~ 2· METER; 75 GPM DEMAND -+1+--1-·l----offl-t.,, I ,--I --f·· I I I I STA. 4+32± WATER LINE ·c· l I I I ',_,,,,,A-..lv .. " ',..a_,_, . ' --<---• ' 't, • -, __ L___ 1 1 _Li_ PRIVATE 18" STORM DRAIN (A39) ~3 __ 1 _ • , ·.-_ • ~..,_-~/'/ ~ ./ ,_&> 1 ,2 METER; 81 GPM DEMAND
I \ I ' --.; '-1 ~--,, ,~-7 ,.,--;._ ~ .,i._,.,J -PIPE CROSSING (SEE P1RIOFILE) ~ ::::v \ · • '/:, / [-:[ --'--l_ / "~ "A ~q, ~\. I/ I II , 1 ~""~ r--,__ _/ 1,_1 _r,, /-\--cl. ~-1--\-! BUILDNGo ~ f-.;1 •r:,✓,.,..2-:PwATERLINE"H" , " l'I~&!§ '?--=.!-± 1 dTA._9+10.11wATERLINE·c·
i F~1i"' --:::-: h -UILDING --8" PVC WATER LINE "E --\ -FIN. FLR. = 393·75 ,,,;=(SEE SHEET s) '-tf ~,,. ~~1 , "ONN-ECT TO EXIST. II -SAW CUT AND REMOVE EXIST. PAVEMENT I L-', / __,, , ~ (i;iEE SHEET 6};) \ 1,;,-r --,.._....,-f-... -~✓~y 1 '12" WATER LINE PER PLAN 421-3
, REMOVE EXISTING 12" WATE!j LINE & G.V. ·1 / 11--,1 FIN FLR. VA !ES r 1.. ,t--ttl\ ,---'--" ~ ~--~ -~ A\ \ i, 1f>"/4 Willi 12"x8" REDUCER;45" BEND, T.B.
II _l,//;'&'!,fU;-r$t.-/.'if'> N;.:~fREPAIR PAVEMENT I r-FLOOR SLOPE -0.5 X I 1--~----~ / I 1-1/ = ~--1-... T" ___ ....,_ ____ 4----1 I ;, SAW CUT EXIST. PAVE-MEN_T __ El ~ ~ I / 403.0±TP@ CONNECTION
1 C\JRE!.AND :sfD~W~Ll(PER ICII 1F " • ~ • ~r rr-,~ -c-"'"" ""'-,r """ "',HI): i "'u l
-" _ ___. , , -1---------..~--~ l ~ 'siDEWALI<, -REPAiR PER sros. \ ,,_ TRENCH RESURFACl(IIG PER 1.:-\ , '~ ,__ _'-"~ ~ v 1__ . v EffiB' -~ --LJ • I ~:_-_--1_,_=~It rA?'B 1-: l ~>-----Rs~p-~ & G-7 r;j--~ I \ tJ ~ ~ CAILSBAD STTJ/#GS-'l.4
II I I ;i-11----+1 I -71 1-i -~------c--._ -c-------J/ ,---- / / ~ -\ ------J::J -I " --~~ ::s ~,/;' I .«
11 I I Lh=.--!J~---'-~:~=~:1 " -~---7
-I n ' --I --\~ =-\ I~: , I, 11'-,1
,,,, _:\ 1r=5 \ ~\ ;;r I w _/,'
PLAN -8" WATER LINE "C" <S a a
SCALE: 1 • = 40' ·i. I;.,) !J: ;, BOUNDARY TABLE
CURVE RADIUS DELTA ARC LENGTI-l ------------Cl 336.00' 05"14'46" 30.76'
WATER LINE "C" DATA
NO. BEARING RADIUS DELTA LENGTI-l REMARKS
1C 867.00'• 20"21'18" 308.01' 8" PVC
2C 1395.00'• 3"13'02" 78.33' 8" PVC
3C 1395.00'• 8"56'57" 217.89' a• PVC
4C 1395.00'• 3"22'20" 82.10' 811 PVC
5C S41 "08'19"E 55.78' 8" PVC
6C S41 "08'19"E 128.60' a• PVC
1c soe·31 '22•w 13.52' 6" PVC
BC S06"31'22"W 14.49' 6" PVC
NOTE: ALL PVC PIPE SHALL CONFORM TO CL-150, AWWA C900
550 PRESSURE ZONE.
J --
• NO DEFLECTIONS AT BELLS, FITTINGS OR OF lliE PIPE WILL BE
ALLOWED. lliE USE OF DEFLECTION COLLARS SHALL BE REQUIRED.
[j] DOUBLE CHECK VALVE DETECTOR ASSEMBLY PER C.M. W.O. STD W-22
[1) PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY
DESIGN AND SPECIFICATIONS BY OTI-lERS.
[II PRIVATE STORM DRAIN PER DWG. 422-2A
[I) PRIVATE SANITARY SEWER PER DWG. 422-2A
SEPTEMBER 5, 2D06
"AS BUil T"
REVIEWED B~--c~Y':'.', l
INSPECTOit' --...._
C2 25.00' 89"59'58" 39.27'
C3 2937.00' 1515' 4,4" 782.35'
_.__
I Ii I I •
' '.
I
r -LANG-
engineering
l---t------,l---------------+---+---+----+----I I SH5EET I CITY OF CARLSBAD I SHE8ETS I
~=='-'===E:::N:::G:::IN:::E:::ER=l:::NG:::::=D:=E:::P:::A:::RTM::::::'E'::N:::T==='-':==::::::
C4 2931.00' 00"39'37" 33.78'
C5 60.00' 90·00'00· 94.25' .
C6 6D.OO' 18"43'47" 19.61'
C7 90.00' 18'43'47" 29.42'
C6 25.00' 83"21'31" 36.37'
C9 2134.00' 07"08'04" 265.73'
ClO 25.00' 89'47'10" 39.18'
J 40' 0 40' -----'
--------"Iii Scale: 1" = 40'
SHEET KEY MAP
SCALE: 1"=500'
80'
IMPORTANT N01lCE
Sectioll 4216 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
TOLL FfEE 1-800-227-2600
Two working days before you dig
co.
Consulting Engineers Lend Plenners
561 SAXONY PLACE. SUITE 1018 PH(760l487-1918 ENCINITAS, CALIFORNIA 92024 FAX(760 487-1917
'-@ 2006 LANG ENGINEERING COMPANY ,
ENGINEER OF WORK
fu.,,,.,e' d' 4-,,'!-
RiCHARD G. LAN~ RCE 0"' __ _ DATE
REGISTRATION NO. 39016, EXP. 03-31-07
DA TE INITIAL
ENGINEER OF WORK
-
.
l'l:>. /J.'S -~,.nL-T
/1\ Al?D f'IIA?IN<"!
REVISION DESCRIPTION
,/.
ll.JI. •-•
-
DATE INITIAL DATE ~ ITIAL
OJHER APPROVAL Cl TY APPROVAL
IMPROVEMENT PLANS FOR:
THE TOWERS AT BRESSI RANCH
LOTS 24 THRU 28, P.M. 14860
APPROVJ;Q , C\)yRAD C. HAMMANN JR.
J.iJLYr1<__,;Jj.,.,,/~~_'.~'1:-~-===-------,---,--111 f 1/ot
CITY ENGINEER RCE 33069 EXP.06/30/08 DATE
DWN BY:
CHKD BY: -6j!f'--
RVWO BY:
PROJECT NO.
PIP 05-24
DRAWING NO.
442-2
081007
)
I I I
--+-l--+--+---+--H---+--+-l---+-----. --
-----_c:_ L. ------------ ------"'---V --------- ------------------------ -----------------
A ·e )t fl llSI 1::0 · "1 Afl • ·----:_: ---~------ -- --L:( :E. ::::: ff E' L] J:
--C _-:;. D_N 'i AifR: J/'I ' "':le -----1---1-----1---
-·--1----·-l +---+--+---l -------
------• t"& --I... -------'. L. ---_ -t--f----f--+---lf-+--+--' ·J'"· L--• L. ~--'---'---L-+-l lH----4---l -· --+ ----I------r--,..;,-1-- • -1---1---1-------\ ---l -: ___ ~::: -L_ ----~f~ --·--------=~ -. 0 -1--+---l
----I----
----
-+-+--+--+-f-+--+--+--+--l--!--+---!--!-C----I-
L.
~f----t----+--+-+---+---t----+-.-,b~-.I+ 11--,f---t----+--+-+---+--+--+-+--1--1-1 1-_.315 ... -,_____ 1--_ _ 1-__ ---1--1---
+---+----+--+ ---·--------· ---- - -
--_J......._ -
--
-·-t-t--t---+---t-----i-+--+--+-+-l-----t--+--+-----l--f---+---t--+---lf--l----l--+--+--l--+--+---+--l---l-l----1---1--I-I----I--,____,_ --i----"--1-----' . -----+---+----+---+-t---<-+---+---+-+-1--+--+---+-➔--.. -i-..---_,, __ ...... __ •-----..._ -
---------___ , __ ------- ------------0 -----------PROFILE . WATER LINE "H" , __ ----->--------- -------------- ----+------+------+----_:-+-------0 -------0 ---~
--+---+---+-+--+-+--+---+--+-+---~ ___ , --+--+---+---+ ---I--
-- ----------------SCALE: HORIZONTAL 1"=40'; VERTICAL 1"=4' -----------· ----- -------------------f--+--+---+---+-t-+---+--+---l-+--+--+--+-1----+--+--+--+-+-----~----· ----·--____ .J-.._,L_ __ -----L----·-'--· -----_,._ -· --L __ ---f-"'•" ~+-----•--l-----·•-•-~-+-l--.1...----•-________ ... __
- -,.,............ - - - --: -__ '----,, -k ____ _,_ COLT PLACE
t,i ;-r-•'= I=-==:-==::==:::------~ \ '\, 'I( " [~--------(PER IMPROVcMENT PLAN 421-3) ~
~ ----------L---! r -~~ ___J) I I 110' ~( ~= _....,,,,..e, - ----- -----~TA. 5+97.79 WATER LINE ;::7_--'"----,--;:;-----__J --_.,.:,;fl-~ · :.1_ I I I),' X Q c:; ~~v~ -Noo-oo'oo"E 25680, -STA. 13+87.10 WATER LINE D ""'-......;:::!c0c"-:4 l----""" II: ti;: _;, • '-!"<..,..~...J.....,..J.--(__J, / -\. ~ · ANGLE PT., 385.9 TP;TB -.._
A ,.\ ,, '\. ' ~ ~ --_,. ..-t>O·"" 1-45' BEND PJ "-
/IY' _,,,,--p '-' '-)_!, \ " 1 / .---~~~1•,i -SJA. 4+o5.78 WATER LINE "H" 1 DEFLECTION COUPLING
_ -->----' '\ -~ )\, K'/ ... ~\\\"~ ~ '=ANGLE PT .. 387.3 TP;_, ANGLE OF DEF 42"55'46" "-
[ , J S '-'_/4,.____ ~ ~-------~--=ANGLE OF DEF. 031)()'00 It-.-
._____, _ / ~ , , V " 'ff ~ ( ______ 1-DEFLECTION COUPLIN= -~ · i ~
___.,_.I~~ 8" p C TER LNE ·2!-ST~ J+67.90 WAf[8_!.lliE H~ U}f" ~ 1---10• TYP. . l ~
I I -~,-,~,~~~-~1~_.1_-l,-~(S\,EEvij __ wf_:w1:-~·1 .. 1 ·". / ANGLEPT., 387.5 TP;TB,,,,;\rr--I 5H ------39o._____ (8H) itl ~, ~ ----'~--" ANGLE OF DEF.=0310'05" _ __._ ------<;,.T '-----'-"
,--------li.r--'n.-, -----1-DEFLECTION-COUPL~ -----\. 5-!-00 --""I,._ -(\ l' l-/ -·391 , • w y-·• ·
STA. 1+64.38 WATER LINE H / ,<-"'-"" 7H ---------4+00 ---
INSTALL 8"x6" TEE~~ ~ , \--l+OO W ' --c-, ---;:::: -,e \ PJxPJxFL;1-6"G.V. _;r---.t ___ ...Jpi------:;;.cSTA. 5+32.74, 13.50' LT, WATER LINE "H" 1D 'I
389.~TP @ TEE;_TB ~ '/7"-----/ 'v\-_-_ ,__ --@)H 4H !!'!STALL 6" FIRE HYDR_ANT ASS.EMBLY, PER W12 _ _ . ..... \ \ \ I"'-{/.__/ \\ 39a n 386.6 TP @ -~ FLGE. ELEV.=390.9 -I --I , I 1 1 I 1 1 I I " I \\
~-----,,1 ... c::,-'· AJ--------I . I. / --------\ . ~20· WATER LINE EASEMENifi"J I -I' l J I I I I ILLJ. I\~ I . 391 ,_ \ \ 1\'--
-SJA, 1+61.38 WATER LINE H .• J, / / I'\. 'r-----TO C.M W.D:-PER DOC. N0,,1o<>J•O~~ i. .... , I:• ,c,--,,---;.-1-s \ \ = 1 wA TER SERVICE PER w-3 ~ / & / 1 , , , REc.R~xi ~, PR 06-90 1 _ 1 " r~~---1::0:r:i \ \ 11 1" METER; 42 GPM DEMAND /, r, / '1-x \,(\ 1 ,J:::L -~ ,.L!__, r-,,i-' -jl 1-: \
I\
i £:'I/ h J// / ~2H -V-'-sTA. 2+57.03 WATER LINE "H" '~ \ \ '1 11
\\ , / t----ANGLE PT., 388.3 TP; TB I ~fflijl -L-,_ 1 \\ ~-/ "J f , \\ [J,, 1-11.25' BEND PJxFL;1-22.5' BEND PJxFL PROPOSED BUILDING Q 1-\
sTA 1+oo WATER LINE1-.H , / I/' ~393-.-k~Ch n'-oEFLEcTioN couPLING IEI FIN. FLR.;392.00 ,_ \
=STA. 7+04_23 WATER LINE·•c• _ 1/~"'\.\ --.iv C-ANGLE OF DEF.=32'28'14" :!fl ,_ \ ~ \\
LJf~f;:8~;FL~G~~ t§Zft--~x~· 1/~ /'\_~,,(6H 7:1 1~= ::_STA.,2+55.30, !3.50' RT, WATER LINE "H" Fl:.u:rii'.N;JIES Ii:-1---,----...L..-, :_i'".o., I ';,
J.1.1 EA. 2 B0:1 EA. 2 MAR ,., , • ,, ~ k n INSTALL s· FIRE HYDRANT ASSEMBLY PER wi2 :i92.15· To 3'91.75 i~~-· 8: , ,_ '" I
391 -6TP@TEE ~ay~ 1H _..,\\," , ~~,_ _111_ 388} TP@ TEE;FLGE. ELEV.=392.71 l , _ fr,_
I"' ,... ':\ "~ . _ • m ~,N. FLR.=393.75 1 ~ l-1------1 1 ~
. --\ ~l \\ \ ,/sf'-~ 1,,'-----,1---,,.1,.,.~,,,,,.,a-J--~ OOR OPE -0-50• '1--------1"' -~--:: l~I
STA, 1-t25.44 W_AJ_R L)NE "H' ';, ~ ..,,:",~ :S:: -~ _"__ -II ~· 1
,)-. 1 i-: I \'\'~~ ..
ANGLE PT., 390.7 TP;TB \\ STA. 1+30± WATERLINE "H /. " 1-\ -
~1::4;5'. BEND PJI /\ / I \\ PRIVATE 18" STORM DRAIN (A25) 8" PVC WATERLINE "D" ,1"\:--1:~\\;f --1/tf/1;
1-DEFLECTION COUPLING[ \\ PIPE CROSSING (SEE PROFILE) (SEE SHEET 6). c;..--v ANyl-J:: OF DEF.;-4~'09'.Q3" _ ,.,-I L \V \ \, ,.._,
PLAN · 8" WATER LINE "H"
SCALE: 1 • = 40'
--9 = ~ I \ !, V \, \ ~ Lo, I BUILDINd O ~ '1: / ': I / \ I I \\ ~ I
r / I \ -I FIN. FLR. VARIES I/ .C: :..J i/ _ _j \\\!' ~ -i \, _ ,IN. FLR.=393., 5 3j2.75 TO 3pt.75 1
t--I I \\ STA. 3+42.52, 13.53' RT, WATER LINE "E" ODR SLOPE •1°-50• 1 1· WATE~ SERVIGE PER W-:3 I \~\
;, c~ 1/ I INSTALL 6" FIRE HYDRANT ASSEMBLY PER W12 STA. 4+87.54 'wATER LINE "E" -~ ~ L 1· METER; 37 ~M DEMAND l 1 \I
1---a--Pv-c---lwAk~LINE ·c•__,(~i/ I \i\1\ 387.5~@~E:;:_E.3:~:\:3:~:I LINE "E" ~i~T~i ~•~E1:i:g:• PJlxPJxFLI ;1-6"G.v.' ~ / ·1 : ~ \ I, ~ I ~ ---~-~_EET 5) I ,u.--,4 \\ = ""' 1· wATER~SERVICE PER w-3 / .-,s":i--'-'A'-. ,:,:3=+=-49e.:-,:;36~W"'A"'TER"'-':c"'LI'°N"'-E..,"=-E"-!-W) "" I '" -\ ~ ~\ 8" PVC WATER LI1f, 'D'\ /t,f\, ¼ ,-. ,_ 1" METER; 36 GPM DEMAND -'T--i"'M.lrl1" WATER SERVICE PER W-3 ""' -1 ~-1-\ (SEE SHEET 8)~ 11 ~ --) ,.. I 3: I , -~ n✓ {::STA. 1+76± WATER LINE •E'•-J &. -· . --'1• M,E)ER; 3t G~, ~EMAND _ ,' -;-Fl Bl ILDING Q ~ STA.\ 5+66± WATE~ LINE ~E" jl I ~ ' ~ ,-111-------Y ,PRIVATE 15" STORM DRAIN (A23) _ IIJfJ, 1 STA. 3+52.36 WATER LINE E -~ , 1, PRIVATE 8 SANITARY SE\lv£R B1 -• ~=-i -"' j\ 1 ,,-'T"-.½--c+<'r • 'ili~>Jt----_JJ N. FLR.=391.00 .' •
-"~ ) L., = ~c -c::::r PIPE CROSSING (SEE PROFILE) ~--· / .INSTALL 8"x6" TEE, PJxPJxFL;1-6"G.V. \ ~~17 rn II . I PIPE CROSSING (SEE PROFILE) 'I
q__-r-' l~L / 8 1E m..... I H ,,.✓ m u r11' TYP. 387.4TP@ TEE;Tlr_.:!,---LJ.,J_J,J")'i ..,,__,...,, /"-.JI,-I I I 1h' I \
:::J ------i 1 _ ,,.,___..---ITT • !fR 1 -r-l __ 'l.._ _ 11/~D ~ ~ II ,
c..-.. ,1.,..1 , : "'" I .ii L / '"'--I ~ .,.J__ ,___. -2E 7E @J\ , ~ "rf-~. -YJ::.. -,-:~·,., I/,,,. / !!1
I' Lil ~ I / I ~, z+oo l J+OO . ·-~ -=1a-s-~~dH--I'\ :t., I/ ~j rr-7.r,___,_,___,, / •rSTA. 5+99.51 WATER LINE "E"
. l/ " w _ --+--,....---+ ,___.,,,,.,.,., 4+oo , --· 6o~ t -._t,;TJ;='::P;:.. _J, v =STA. 10+09.51 WATER LINE "D"
L -j; c.STA. 4+45.43 WATER-Llir---E "E"J V -111 · w ,,,r------1,-38 .6TPATEE l 1 8"x8"x8' FLG TEE W/TB 1,,::cc= , , 391 390-7 If, • '")~:'.c-~ ':-r-_l____,.~ , " 1
3 EA.~8" FLGxPJ GV!---= , 11 v ",, , ( ___ __,, · 1,--~-3ao---_ JINST.ALL ~•x6" TEE, PJxP~xFL,;_~,°' '3-= I it-, ,o-11 {r
b1a~~;J~:~:l ~F . MAR ,.~v-; ~>"' I v":o' :ATERLIN~r;ASEME✓r ~ ( j-,--r -~--11 1,~--!rl¥+!\:n:A~~~--;E. ~-:_=ti ~\_,'::. ''v'""--;:~ . ,,~\!,~. FIN~~~~3~t5 :: ~
-1 r -1 TO C.M.w.D: PER DOC. NO~"-' r ~ 1" WATER SERVICE PER W-3 . -~' -±::::_,,___ -~--'~) J-ful{. · ' • ~ • • ,ol ,_____ wj" lJ ' \ REC<l!"I. .>~-a~ PR 06 90 f ~ I 1" METER· 41 GPM DEMAND 111 ,....___ :iaa->---S_TA •. 5+ __ 77-91 .WATER LINE E 1111t-~ 1------Lu 9)' 4 -1/3 -/2 , ~"-' · ,,~..--4E • ,~ /--= ~51--; -:=:=::::_ ANGLE PT., 384.1 TP; TB ·1 I
,, ,, ·~--., 1 1 ,. =, AA"" i,.;_,_// I I ~J STA. 4+83± WATER LINE ·c ____ if--_;;;;;_--::-----__ "1-11:25• BEND PJ 1 ~
=-:_----= ~ l -;::---?r 2c ,,-. I 1 _ -o ~ ..,-...--'"" ::--I ~ 1 I/ PRIVATE 15• STORM DRAIN (843) // / / l, ~·7 . -f-6EFLEcncii•i'couPuNG 1 \ 5 '>/;' // /v s+~.✓ 2+98.95 WATER LINE"E"'-''------_ 387, PIPE CRDSSING (SEE PROFILE) 9E / >-AN.G_LE QF DEF. 13'05'1J"
6/. 1J •" .... ~~----• • /I--~ 1,1111 I ilA, l+29± WATER LINE "C,.!._ INSTALL 8 x6 TEE, PJxPJxFL;1-6 G.v.--·-• ----;' STA. 4+9'!,,2'!, WATER LINE E , / STA. 5+19.81. 13.53' RT, WATER LINE 'E' ~ -_:,,___PRIVATE a• SANITARY SEWER •a• 387.7TP @ TEE;TB -------...388 r1 /,-1-INSTALL 8 x6 TEE, PJxPJxFL;1-s:_c;.vd~ -----. INSTALL 6" FIRE .H:,'O~~.NT ~SSEM~Y PER W1~ I
""-cec _ PIPE CROSSING (SEE PROFILE) I\ ·1 I ·1 I I I ! ~ • /. , _ 385-9TP@ TEE;TBb ~~"t . -335_3 __ -~TE~;FLG~. ~LEV.=390.2!-c::__ r ~ I
-""' -\. \ Iii l ~ r r-'IYo-J:r-.1..1 · · -~ 1 I l'l II'L':Lil-,[( _ 308 f1r STA. 4+97.24 WATER LINE "E I'-;,..,~ "-_,, ,
1 1 1 1 1 1 1 I , -\-a------__ \ L--%-f(=-r' ,_ ,---' -\ I I v 1 IJYl,_ -i-__ l_--y-;~---.1.Y)-.1" WATER SERVICE PER W-3 =\... '-.,__ r --,-,---~ I/\ I _-,'~1 ~--];]:_,,, ~ 1•METER;-JiGPMDEMAN·Dr;~~-~ 1,~,
1 ~ ~ ~ I -ru_ ::;, ..__..., -1 -• --=~-r:~" . ,;--.;; . I I
I-l I "": BUILDING K mi' I FLOOR ~~~~~o~ ~ !\ =tiJ., -...._::J.. C ~ ~' ,, -~ : : ~ -,_ FIN. FIB-r.=389.00 1 .. ,. _ ,, "\ I I L-FIN. ,LR. vAR1Es BUILDING N , ~ I '0 >,:'--r~ 1 -j ~ I, ~ ' 387.6q TO 386.~8 I = FIN. FLRi=387.00 / 1 _X& ',,_ ,.,, ,._
----' -
----------
PLAN -8" WATER LINE "E"
SCALE: 1" = 40'
40' 0 40' -----' 80' -[ii-:_, -::=---_
•
i I ' '
BOUNDARY TABLE
CURVE RADIUS DELTA ARC LENGTIH
Cl 336.00' 0514'46" 30.76' WATER LINE "H" DATA
C2 25.00' 89'59'58" 39.27' NO. BEARING LENGTH REMARKS
C3 2937.00' 1515'44• 782.35' 1H S07'51'44"W 25.44' 8" PVC
C4 2931.00' 00'39'37" 33.78' 2H S41'08'19"E 131.59' 8" PVC
C5 60.00· 90'0o'oo· 94.25' 3H S08'40'05"E 110.87' 8" PVC
C6 60.00' 18'43'47" 19.61' 4H so5•3o'oo•E 38.88' 8" PVC
C7 90.00' 18'43'47" 29.42' 5H so2·3o'oo·E 191.01' a• PVC
ca 25.00' 83'21'31" 36.37' 6H S46'51'41"W 84.17' 6' PVC
C9 2134.00' 07'08'04" 265.73' 7H S48'51'41"E 13.50' 6" PVC
ClO 25.00' 89'47'10' 39.18' 8H N87'30'00"E 13.50' 6" PVC
[j] DOUBLE CHECK VAL VE DETECTOR ASSEMBLY PER C'.M. W.D. STD W-22
11) PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY
DESIGN AND SPECIFICATIONS BY OTIHERS.
~ PRIVATE STORM DRAIN PER DWG. 442-2A
II] PRIVATE SANITARY SEWER PER DWG. 442-2A
Scale: 1 • = 40' tllIIl) /Il1~1~ t~
WATER LINE "E" DATA
NO. BEARING RADIUS DELTA LENGTH REMARKS
1 E S01 '05'13"E 144.29' 8" PVC
2E 1346.00'• 1412'04" 333.62' 8" PVC
3E soo·oo·oo·E 21.60' 8" PVC
4E N88'45'37"W 89.19' 6" PVC
5E N86"54'2o·w 13.53' 6" PVC
6E N86'29'11"W 89.75' 6" PVC
7E S82'31 '29"E 19.89' 6" PVC
BE S80'43'54"E 20.65' 6" PVC
9E N80'26' 49"W 93.63' 6" PVC
01 N79'21'29"W 13.53' 6" PVC
NOTE: ALL PVC PIPE SHALL CONFORM TO CL-150, AWWA C900
550 PRESSURE ZONE.
• NO DEFLECTIONS AT BELLS, FITTINGS OR OF THE PIPE WILL BE
ALLOWED. THE USE OF DEFLECTION COLLARS SHALL BE REQUIRED.
Cc-"".., ~~}
~ 1'17 I
L.J,__Jn U ,_ ,_
IMPORTANT NOTlCE
Section 4216 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 LD. Number Coll
Underground Service Alert
TOLL FREE 1-800--227-2600
Two working days before you dig
SEPTEMBER 5, 2006
"AS BUILT"
i/a~w-"✓.~ __JJ/:J__-zl-,,-_cL,,_
P.E.<Leo:15 EXP. ~l3-o/L3 DAT£
SHEET KEY MAP
SCALE: 1"=500'
,
INSPECTOW/
-LANG-
engineering co.
Consulting Engineers Land Planners
561 SAXONY PLACE. SUITE 1018 PH(760)487-191B
ENCINITAS, CALIFORNIA 92024 FAX(760)487-1917
"\.. @2006 ll\NG ENG!NEER!NG COMPANY ,
ENGINEER OF WORK
{u."« .. ev4 ~rf-9-5-t:16
RfCHARD G. LANG, RCE DATE
REGISTRATION NO. 39016, EXP. 03-31-07
l----f-------+----------~e-------i-----1----l--_j I SH6EET I CITY OF CARLSBAD I SHE8ETS I
ENGINEERING DEPARTMENT ;:=='.__==:=========--==~
.
1-1cc-"'lo'=',01?+-"R""c,:i~1..',---JL/'11~'A,,,t>'-"P'-'~Ll""'1A"'e,"'1""""'(;1,__ ________ -1--__ -1-_ .nlpln," -r
DA TE INITIAL DA TE INITIAL DA TE UilTIAL
ENGINEER OF WORK REVISION DESCRIPTION DlliER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
THE TOWERS AT BRESSI RANCH
LOTS 24 THRU 28, P.M. 14860
APP~OVFJ) c97Ao c. HAMMANN JR.
~/J'_l'.Y_;_. _,J2,..../-~__t-_~== .... ·~-----1~/1,la,
CITY ENGINEER RCE 33069 EXP.06/30/08 D~
OWN BY: ~--PROJECT NO. DRAWING NO. 2~~ ~r ~ PIP 05-24 442-2
081007
-
--+-+-+-+-+-+---+---+&•O
1----1---t--
' 7
I
"'
40
BOUNDARY TABLE
CURVE RADIUS DELTA ARC LENG1H
Cl 336.00' 05"14'46" 30.76'
C2 25.00' 89'59'58" 39.27'
C3 2937,00' 15·15•44• 782.35'
C4 2931.00' 00·39•37• 33.78'
60.00' 90·00'00· 94,25'
C6 60.00' 18'.43'47" 19,61'
C7 90,00' 18"43'47" 29.42'
ca 25.00' 83'21'31" 36,37'
C9 2134,QO' 07'08'04• 265. 73'
Cl0 25.00' 89'47'10· 39.18'
Iii I
I
I
•
I
Iii . J~;
SHEET KEY MAP
SCALE: 1 "=500'
I
---L...__
-
90
--I-...-----~-~ 1--.•
PLAN -8" WATER LINE "D" (CONTINUED)
SCALE: 1 • = 40'
WATER LINE "D" DATA
NO. BEARING RADIUS DELTA LENGTH REMARKS NO. BEARING
1D S13'40'46"W 15.86' 8" PVC
2D 2489.00'• 11'47'32" 512.28' 8" PVC
3D S39'08'01 "E 28.20' 8" PVC
4D S89'J0'25"E 200.66' 8" PVC
5D S89'30'25"E 32.11' 8" PVC
6D N45'00'00"E 54.97' 8" PVC
7D N90-00'00"E 65.44' 8" PVC
8D N90'00'00"E 20.32' 8" PVC
9D S62'41 '58"E 60.95' 8" PVC
!O! N83"21'31"E 274.35' 8" PVC
NOTE: ALL PVC PIPE SHALL CONFORM TO CL-150, AWWA C900
550 PRESSUl,E ZONE.
• NO DEFLE~TIONS AT BELLS, FlTTINGS OR Of 11-iE PIPE \"1LL BE
ALLOWED. 11-iE USE OF DEFLECTION COLLARS SHALL BE REQUIRED.
1 D N40"25' 46"E
2 S86'J0'05"W
3 S87"37' 46"W
! 4111 S87'05' 40"E
5 N8614'20"W
6 N86-09'11 "W
7 S00'29'35"W
8 soo-oo·oo·E
9 S06'38'29"E
"'
LENGTH REMARKS
21.97' 8" PVC
19.06' 6" PVC
19.91' 6" PVC
14.00' 6" PVC
27.86' 6" PVC
19.85' 6" PVC
19.00' 6" PVC
19.00' 6" PVC
19.00' 6" PVC
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I
,z: PLAN -8" WATER LINE HF"
•
-
40' 0 40' ;,__ __ __,_ 80'
Scale: 1 • = 40'
[I] DOUBLE CHECK VALVE DElECTOR ASSEMBLY PER C.M.W.D. STD W-22
(1] PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY
DESIGN AND SPECIFICATIONS BY 01HERS.
[II PRIVA 1E STORM DRAIN PER DWG. 442-2A
Ii) PRIVATE SANITARY SEWER PER DWG. 442-2A
SCALE: 1 • = 40'
WATER LINE "F" DAT A
NO. BEARING LENGTH REMARKS
1f S89"43'15"E 78.94' 87 PVC
NOTE: ALL PVC PIPE SHALL CONFORM
TO Cl-150, AWWA C900
SEPlEMBER 5, 2006
"AS BUil T"
sif/J-hW.Y~ _jjfu.µ..,_AI -
PE.(t..,oo....._,:'§.,____ EXP. flJ,!~LL DATE
REVIEWED BY: f f7--.
c::::? ~" c){v'-1 ---
INSPECTOi(.
,. -LANG-~ 1-------t--f-------------------+----+----l------l-------l I SH8EET I CITY OF CARLSBAD I SHE8ETS I
ENGINEERING DEPARTMENT ~=:::'....'.::===========-===== IMPROVEMENT PLANS FOR: engineering 00.
Consulting Engineers-. Lend Planners
561 SAXONY PLACE, SUITE 1018 PH(760)4a7-1918
ENCINITAS; CAUFORN1A 9202-4-FAX(760)487-1917
'-@2006 LANG ENGINEERING COMPANY ,
ENGINEER OF WORK
~~.,e1 Af/J,_"-
CHARD G. LA~. RCE u DAlE
REGISTRATION NO. 39016, EXP. 03 31 07
!lll't-illl 6tul.. h ,.S -~ul._,-.._
7-10..o'l ~~L-/1 APD PH-A-SIN~
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OlHER APPROVAL
, ,
"DATE
"-..
ITIAL
CITY APPROVAL
THE TOWERS AT BRESSI RANCH
LOTS 24 THRU 28, P.M. 14860
A1;~VEVO~ C. ~AMMANN JR,
CITY ENGINEER RCE 33069 EXP.06/30/08
OWN BY:
CHKD BY,-_G~,---=-1/P-
RVWD BY: -
PROJECT NO.
PIP 05-24
DRAWING NO.
442-2
081007
)