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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--- ---w--- ---w--- 1 l®_.I I ®>------157••··.J ---w-- ---l>---W-- ■ w ~ ~ ~ }-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: \ ) 081007 I ' ' -· " -------------~--- ------------- 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 . f"". 7 r a--+--+--+--+--+--+----!4 \ ~-;r ;-C 'ft ':O -w'ATI R-lN _,, "' -•JR-· ~• S5 M b¥ . _l£r.= 41 3 ----t--+--+----+-f-+- ~-t--+---r-t-t--+---t--+---i-~,;--+--+---,-. ---b,..---..::::-".-1---------· --·-,. --.• 1--· .. f+--+--+--+----+-f-+--+---+---+-+--+---+--+--- \--,f-+---+--+---+-+-+--+---i---+-+--+--+----j •H--+---+---+ --+--+---+---- -- ---- '1 ~I Pl TI • I I . ------t--i--;----t--t-t- --- .\ THI-Tl RU 1'.-2£ -1--· I-+---+ I-X " C I ------···-1------f--· !---·--- A --·---f---·--· ----- --· --\ --• ·--·--·· )~ ~-"il' ·::.• 7 l. ' I ! 4 - J_ ll'!, __ C( YE §l --------- ---r-- ----·-I ---+---t---t---t--+-- ~-·+-+-+---+--+--+-f----r=r,l'\-;r-=-=--i:--=r·:::· :::i-c__:: _ -_-:--__ -__ -_ --__ --__ , --- - - -----f-----·-~---+->--+--+---+--+-+----'-·-------------- -----+-+- A +--+-+~ ·-----+--+--+--+-t----+--- II -- \' ., I ~'\.'s.., ....--------r-\ ~-~-----1 ' --1---, =--- 1 , f--1 I S -..-N 7 --~-_/~ f---l\ f-----'-- BUILDING D ~ ~ ---~ BUILDING E >;:: -'"" ~ / ---018",evc WATERLl,NE ·c·,:: .J , ~/<-.::" 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;:===-- '.''' .,' , 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- ! ; I I ' ' ' I ' I I . ' I 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 ) •+---1-+--+--+--+-l-+---+---+--l-+--+--+--+--lf-+---+---+--+-I-+ --------;-----·;---•--t-----t-t---r --+----t------t-t-+----t---t------t------t-·t--+----t---t----J------t--,t--+--+----t------t-t---t··---- ■+---+-+--+----+-----t-1--+---+---+--+-+-----+----+-----t--+t--+--+---+--+-·--. ---··l--+---+---i···-1------- -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-- ---!-·-.. ----··-,._. __ _ -- ---___ ,, ------. r-_ -------------·------·--. -- -+--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 JL_ ~ ~ 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 ,_ I-- ' I. s . ') 'N ' ,,, T-:-·1, -+/' / _, tz;_ ~11-----~-.. ill \ J.-. I---- -1------.j...._...... 1-----+-------- ••• -r- "' ,~1 • "' "' It . I [_l_ L I 6H 4' o~ I I IC 1-0 2c ~ OC70-t--t----+-+---+--+---+---f--+----+-+----+--+ __ -+-_--+----+--+--+-->----+----+--+- 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 )