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HomeMy WebLinkAboutDWG 425-1; 3956; SAN MARCOS BOULEVARD TRANSMISSION MAIN; 01-20I CONSTRUCTION PLANS FOR SAN MARCOS BOULEVARD TRANSMISSION MAIN ~[CONTRACT NO. 39561) CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA SUBMITTED BY: DANIEL BOYLE ENGINEERING PROJECT MANAGER: · -~Ir ~ -r-22-c;s- ROBERTO. S ~T~ELL R.C.E •. 5921°2 DATE (EXPIRES JUNE 30, 2007) VALLECITOS WATjil~ICT ,BY: Rl::STON H. LEWIS, P.E. R.C.E. 45927 EXP. 12/06 VWDAS-BUILT NAME DATE: ~ R.C.E. NO. EXP. ~------~------~ a @ Underground CONTRACTOR SHALL NOTIFY -G Service Alert UNDERGROUND SERVICE ALERT A Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ;;;' 1-eoo-227_2«)0 BEGINNING ANY CONSTRUCTION u TWO WORKING DAYS WORK. SEE GENERAL NOTES "f BEFORE YOU DK1 FOR FURTHER INFORMATION. SAN DIEGO COUNTY WATER AUTHORITY REVIEWED BY ().)~ ,,.,..,tJ.~~~~---- WILllAM J. ROSE DIRECTOR OF RIGHT OF WAY VALID FOR 18 MONTHS FROM DATE OF SIGNATURE CllY OF SAN MARCOS RECOMMENDED FOR APPROVAL By:~~ Pr Vo, 1-'rincipal Civil Engineer R.C.E.: 49831 Exp.: 9/30/06 Date: ~~µ/o5 ~PROVED F JR CONS~yc'y!ON B~«,:,. /.,. . '~ -- '~~1:a Aguil'.:t,· ranco,/City Engineer R.C.E.: -~149 Exp.: 3/31 /f.il,__ Date: ~li2-/4.,,.. BOARD OF DIRECTORS CLAUDE A. 11BUD'1 LEWIS -PRESIDENT MATT HALL -VICE PRESIDENT ANN KULCHIN -DIRECTOR MARK PACKARD -DIRECTOR NORINE SIQAFOOSE -DIRECTOR RAYMOND R. PATCHETT CITY MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR, ENGINEERING SERVICES GLENN PRUIM ' . ' •·•· -. -.. DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING SERVICES Co;,sulti;,g Engineers 5650 El Camino Real, Suite 155 Carlsbad, CA 92008 (760) 433-8710 APRIL 2005 RECORD DRAWINGS APPROVED BY G-1 I sHE1ET I CITY oF ,c;;ARLSBAD ~o t-----+---+------------+--+--t---+--i ENGINEERING, DEPARTMENT ~ t-----+---+-------------1--+--t----l--i SAN MARCOS BOULEVARD TRANSMISSION MAIN TITLE SHEET APPRQVED ~L~ ,fi. PLUMMER l-----+---+-------------+---+---l---+-------1 $~<£...~•>••.,, , s-s -o-5 t----t--t-,x----;;-;;--;;;-;-=~-------t----t--t---t------t DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE -dtl.a/4. t:~,..,=~----.Llc?-c:...-.,,,,_3u.0.2·/..,_o_ /l\ ,45·8tllt.T OWN BY: CADD I PROJECT NO. I ORAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKO MJR 'MLLIAM E. PLUMMER R.C.E. 28176 DATE REVISION DESCRIPTION 1---~--l--~__, RVWD BBYY:. OGS 3956· 425-1 DEPUTY CITY ENGINEER EXP. 3/31 /06 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL c1e-110-02 o-eo, ,060806 } 11 COUNTY ----7 76 SAN DIEGO I I I~ I !j ESCONDIDO r--..r .,,,,-----18 PROJECT VICINITY NATIONAL CITY 79 COUNTY ---- CALIFORNIA MEXICO VICINITY MAP NOTTO SCALE PUBLIC AGENCIES AND UTILITIES CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND PRIOR TO CONTACTING OTHER UTILITY AGENCIES LISTED BELOW UNDERGROUND SERVICE ALERT CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD (INSPECTION) CITY OF SAN MARCOS PUBLIC WORKS ADELPHIA COMMUNICATIONS COX COMMUNICATIONS SBC TELEPHONE SAN DIEGO GAS & ELECTRIC VALLECITOS WATER DISTRICT (GAS) (ELECTRIC) (800) 227-2600 (760) 438-2722 (760) 602-2780 (760) 752-7550 (760) 438-7741 (619) 263-9251 •5125 (760) 489-3642 (760) 480-7745 (858) 654-8682 (760) 744-0460 BASIS OF BEARINGS BASIS OF BEARINGS IS NAO 83 (1991.35 EPOCH) BASED ON POINTS 3072 AND 3073 FROM RECORD OF SURVEY 15376. PT. 3072 N 1994626.277 E 6266830.465 2 1/2" BRASS DISK STAMPED V.W.D. 3072 LS 5669 PT. 3073 N 1992931.913 E 6262127.074 2 1 /2" BRASS DISK STAMPED V.W.D. 3073 LS 5669 BENCHMARK I I \i ,S ITEM* 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 u, ,. ,, /;/ !,/ "o "'Sr '''" VIAD LA CAS\TA DR "' LOCATION MAP NOTTO SCALE EXISTING PAVEMENT SECTION THICKNESS APPROXIMATE PIPE PAVEMENT BASE UTILITY STATION AND OFFSET THICKNESS (FT.) THICKNESS (FT.) 10+01, 2' RT. 0.63 0.24 36" WATER 10+ 71, 4' RT. 0.83 0.46 ELECTRIC 10+89, 1' RT. 0.80 0.45 TELEPHONE 33+63, 1' LT. 0.65 N/A TV 34+20, 1' LT. 0.60 N/A 3" GAS 34+56, o' LT. 0.40 N/A TELEPHONE 35+ 70, 3' RT. 0.50 0.80 TELEPHONE 46+51, 2' LT. 0.58 N/A TV 47+64, 2' LT. 0.75 2.10 TV 47+66, 2' LT. 0.80 0.75 ELECTRIC 47+88, 2' LT. 0.55 2.00 TELEPHONE 47+ 79, 4' LT. 0.75 2.00 4" GAS 48+06, 11' LT. 0.75 1.87 ELECTRIC 48+02, 4' LT. 0.80 0.25 8" SEWER 48+09, 2' LT. 0.90 0.70 3" GAS 48+19, 1' RT. 0.80 N/A 16" SEWER 48+35, 1' LT. 0.70 0.30 10' & 97" WATER 48+76, 2' LT. 0.48 N/A 3" GAS 1) 9, 0 Q u EXISTING PAVEMENT THICKNESS AT BORINGS LOCATIONS ITEM* APPROXIMATE PIPE PAVEMENT STATION AND OFFSET THICKNESS (IN.) 8-1 49+14, 22' LT. N/A B-2 46+94, 8' LT. 10 B-3 37+65, 12' RT. 6 B-4 26+16, 2' RT. 8 B-5 18+84, 2' RT. 8 SHEET NO. G-1 G-2 G-3 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 CP-1 CP-2 T-1 T-2 T-3 T-4 T-5 T-6 T-7 NEW DOMESTIC WATER MAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SHEET INDEX DESCRIPTION TITLE SHEET VICINITY MAP, LOCATION MAP, SHEET INDEX MAP, SHEET INDEX, PAVEMENT THICKNESS TABLES, PUBLIC AGENCIES & UTILITIES, BASIS OF BEARINGS AND BENCH MARK STANDARD SYMBOLS AND ABBREVIATIONS, NOTES, REFERENCE DRAWINGS LIST PLAN AND PROFILE • STA. 10+00.00 TO STA. 20+50.00 PLAN AND PROFILE -STA. 20+50.00 TO STA. 30+00.00 PLAN AND PROFILE -STA. 30+00.00 TO STA. 40+00.00 PLAN AND PROFILE -STA. 40+00.00 TO STA. 46+50.00 PLAN AND PROFILE -STA. 46+50.00 TO STA. 49+25.67 DOMESTIC WATER CONNECTION DETAILS MISCELLANEOUS DETAILS STEEL PIPE DETAILS CATHODIC PROTECTION SITE PLAN & DETAILS CATHODIC PROTECTION DETAILS TRAFFIC CONTROL PLANS -KEY MAP TRAFFIC CONTROL PLANS -SAN MARCOS BL., ACACIA DR., VIEWPOINT DR. TRAFFIC CONTROL PLANS -SAN MARCOS BL., ACACIA DR., VIEWPOINT DR. TRAFFIC CONTROL PLANS -SAN MARCOS BL. E/0 VIEWPOINT DR. TRAFFIC CONTROL PLANS -SAN MARCOS BL. W/0 RANCHO SANTA FE RD. TRAFFIC CONTROL PLANS -SAN MARCOS BLVD. AT RANCHO SANTA FE RD. -PHASE I TRAFFIC CONTROL PLANS -SAN MARCOS BLVD. AT RANCHO SANTA FE RD. -PHASE II ' I. ' ' /2 ~-. ' ' . ' ·•-.· ·' "~"''=~-· .. ,.c '·----___ ;z __ _ SYMBOL KEY 0 -SHEET NUMBER SHEET INDEX MAP SCALE: 1' = 300' G-2 3' BRASS DISK IN CONCRETE MONUMENT STAMPED "CITY OF SAN MARCOS VERTICAL CONTROL VC 013 1990' AT THE WESTERN ENTRANCE TO PALOMAR ESTATES WEST MOBILE HOME PARK. AT WESTERLY POC OF NORTHWESTERLY CURB RETURN, * ITEM NUMBERS CORRESPOND TO POTHOLE NUMBERS ON THE VACUUM EXTRACTION * SEE PLANS FOR B6RINGS LOCATIONS AND SOIL RE.PORT, PREPAREQ. BY NINYO & MOORE DATED "' ii z 7.5 FEET NORTH OF CURB FACE. -1 ELEVATION~515.18 FEET PER ROS 13928 VERTICAL DATUM IS BASED ON NGVD 29 i " ~ (/J ~1----------~----------, 0 @ Underground CONTRACTOR SHALL NOTIFY "b Service Alert UNDERGROUND SERVICE ALERT A -Call: TOI.L FREE MINIMUM OF 48 HOURS PRIOR TO ~ l-«I0-227-2ll00 BEGINNING ANV CONSTRUCTION WORK. SEE GENERAL NOTES :3,, T~~~~8 g~vs FOR FURTHER INFORMATION. I POTHOLE REPORT PREPARED BY SAF·R·DIG _UTILITY SURVEYORS, DATED JANUARY 21, 2005. -CITY OF SAN MARCOS APPROVAL . . Consulting Engineers 5650 El Camino Real, Suite 155 Carlsbad, CA 92008 (760) 433-8710 NOVEMB~ft_n..:.2J)0:4 ., ____ ... __, __ .... _,,,.i.,. 1 -f;.<::, .. " 1----t----+-------------i---+--+---+-----J I SH2EET I CITY OF CARLSBAD I SH2EEOTS I ENGINEERING DEPARTMENT :=='....::::::===========:::::'....'.::=~ SAN MARCOS BOULEVARD TRANSMISSION MAIN VICINITY MAP, LOCATION MAP, SHEET INDEX MAP, SHEET INDEX AND PAVEMENT THICKNESS TABLES, PUBLIC RECORlf ORA WIN AGENCIES .!c UTILITIES, BASIS OF BEARINGS AND BENCH MARK APPROVED-8Y. ::t APPR<_2VED . ,,L~;,~~:~R ~+,t.~~-.. -~~-e-· ~"""""""R-.C-.E-.-28_1_7_6_ /21ft/f f--□-A-TE_· -j . .c.'i'IN-!TIA-,""L+,,,-,A"s·.,:":":"~s-=.~0---N_D_E_S_C_R_I_P_TI_O_N ___ -il--D-AT-E-t--,N-,TI-AL-t--□-A-TE--r-lN_ITI_A--jL ;;g;::~;:;::;::~:;;:;;:;:~=C=ITY:;;c:;:;;i;:~=G:::;-IN-;::E=ER==:E==R30=:9==:=~57::::=6NE=:=.P=. =3::::::;-;311::':04\:::~=:26 Wl==·:==f==G_~=~:::::s::10. DEPUTY CITY ENGi •. EXP. 3/31 /06 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: DGS . -i I 11 i I E i "' ii "' z -$ 0 "' • " ~ STANDARD SYMBOLS -----w----- ------w------ +f+l-1-1 H-+f-1-1-fl/f-f-Hf/-/ 1-1-ff-l-f- ------s------ ___ ---F~------ -----=--==c: ==D= == =-=-- ----E ---- -------T------- ------G------ -----HPG------ -----TS-----TS----TS- ------------ - -? w @------= -' . . ----=====CJ ,. -~., ------,~,~----- -x--x-x-x---x-x---x---x--x---x--- CENTERLINE PROPOSED DOMESTIC WATER LINE • SIZE AS INDICATED EXISTING WATER LINE -SIZE AS INDICATED ABANDON IN PLACE EXISTING WATER LINE -SIZE AS INDICATED EXISTING RECLAIMED WATER LINE -SIZE AS INDICATED EXISTING GRAVITY SEWER LINE -SIZE AS INDICATED EXISTING SEWER FORCE MAIN -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING POWER CABLE EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING UNDERGROUND FIBER OPTIC CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING TRAFFIC SIGNAL CONDUIT EXISTING TRAFFIC SIGNAL LOOPS EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB AND GUTTER EXISTING EDGE OF PAVEMENT (E.P.) PROPOSED GATE VALVE EXISTING WATER VALVE PROPOSED BUTTERFLY VALVE EXISTING FIRE HYDRANT (F.H.) EXISTING WATER METER (W.M.) -SINGLE EXISTING WATER METER (W.M.) • DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE EXISTING AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED MANUAL AIR RELEASE VALVE EXISTING MANUAL AIR RELEASE VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC PROTECTION TEST STATION EXISTING CATHODIC PROTECTION TEST STATION EXISTING CATCH BASIN (C.B.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE 0 EXISTING TREE 1--,i L0-1 EXISTING MEDIAN PLANTER @-------DENOTES DETAIL NUMBER (PLAN & PROFILE SHEETS) c-x -------DENOTES SHEET NUMBER @ DENOTES DETAIL NUMBER ON DETAIL SHEET (DETAIL SHEETS) C-X -------DENOTES SHEET NUMBER THAT DETAIL WAS REFERENCED ON EXISTING TRAFFIC SIGNAL ARM REFERENCE DRAWINGS LIST GAS FACILITY MAPS: SDG&E 46A-400, 46A-400A, 46A-4-01, 46A-4-02, 46A-4-03, 46A·404, 46A·4-05;'-'·46A·512, 46A·513 TY FACILITY MAPS: COX COMMUNICATIONS 352-704 ADELPHIA MAP NOS. 49·55, 49·56 PHONE FACILITY MAPS: SBC PACIFIC BELL M0417, 4065, 4-066, 4-067, 4068, 4-037, 4-013 ELECTRIC FACILITY MAPS: SDG&E 352-1701, 352-1704A, 352-17048 WATER FACILITY MAPS; ·, SDCWA DWG. NO. S-4-0, S-353, S-354, S-415(A), S·444, S-571, S-572, S-573, S-4243, S-4244, S-4245 '· CITY OF CARLSBAD DWG. NO. 314-3 CARLSBAD MUNICIPAL WATER DISTRICT DWG. NO. 5109, R.S. 757, 81-116, 0-8416 COUNTY OF SAN DIEGO DWG. NO. CG 313 CITY OF SAN MARCOS DWG. NO. 1795, 1796, 1797, 1801, 2495, 2502, 2503 COSTA REAL MUNICIPAL WATER DISTRICT DWG. NO. 83-109 VALLECITOS WATER DISTRICT DWG. NOS. 91-07, 1889-1, 1889-2 SEWER FACILITY MAPS; CITY OF SAN MARCOS DWG. NO. 1519, 1520 CARLSBAD MUNICIPAL WATER DISTRICT DWG NO. 81·116 ,SAN MARCOS COUNTY WATER DISTRICT DWG~ NO. 1034-22, 1180-2, 1180-3, 1026-12, E-73028-046 STORM DRAIN: CITY OF SAN MARCOS DWG. NO. 1519, 1536, 005-04, TRACT 265 ST. IMPS VALLECITOS WATER DISTRICT DWG. NO. 91-07/JN 1233 TRAFFIC SIGNAL WIRING CITY OF SAN MARCOS DWG. NO. 005-04 CITY OF SAN MARCOS ~1------------------~ 0 ® Underground CONTRACTOR SHALL NOTIFY RECOMYEJ-JDED F0° . ROVAL APPROVED FOR CONSTRUC~ By. _y ~1/ _,,,.( 7 /. /J'/,;-B ./ d-• , __,...,.,~ & Service Alert UMJERGROUND SERVICE ALERT A :: Can: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO -,; 1~227_2800 81:GINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES ;:!, TWO WORKJN<l DAYS FOR FURTHER INFORMATION. :±: BEFORE YOU DIG Poul 1\/o, t-nncipol Civil Engineer R.C.E.: 49831 _..,-Exp.: 9/30/06 Date: (Jl:;:.J_}{?Zot,____ ~4arc_ anco, Ci!.fl Engineer ' R.C.E.:_ 38149 Exp.: 3/31/0L Date: 12/u,/4.. - --. -,· ,. ------ ABBREVIATIONS ABAND ABANDONED OC AC ASPHALT CONCRETE OD ACC ACCOUNT APPROX APPROXIMATE PE AWWA AMERICAN WATER WORKS ASSOCIATION PO PSF BC BEGIN CURVE PSI BFV BUTTERFLY VALVE PT PVC CAV COMBINATION AIR VALVE CIP CAPITAL IMPROVEMENT PROJECT R CL CLASS RCP CMC CEMENT MORTAR COATED RD CML CEMENT MORTAR LINED RJ CML&C CEMENT MORTAR LINED AND COATED RT CMWD CARLSBAD MUNICIPAL WATER DISTRICT RW CP CORROSION PROTECTION R/W CY CUBIC YARDS RWGV DI DUCTILE IRON s DWG DRAWING SD ON CENTER OUTSIDE DIAMETER PLAIN END PUSH-ON POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE (PIPE) RADIUS REINFORCED CONCRETE PIPE ROAD RESTRAINED JOINT RIGHT TURN, RING TITE RECYCLED WATER RIGHT-OF-WAY RESILIENT WEDGE GATE VALVE SLOPE, SOUTH, SEWER STORM DRAIN SAN DIEGO COUNTY WATER AUTHORITY NOTES 1. THE SHOWN LOCATION OF ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL STRUCTURES, WHETHER SHOWN HEREIN OR NOT, AND PROTECTING THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. HAND DIG FOUNDATIONS UNTIL CLEAR OF SUBSTRUCTURES, IF REQUIRED, TO PROTECT UTILITIES. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE SAN DIEGO COUNTY WATER AUTHORITY (AUTHORITY) A MINIMUM OF 46 HOURS PRIOR TO COMMENCEMENT OF ANY WORK NEAR AUTHORITY FACILITIES. NOTICE: ALL AUTHORITY PIPELINES ARE 'UNDERGROUND INSTALLATIONS' FOR LOCATION OF PIPELINES AND APPURTENANCES CONTACT AUTHORITY, TELEPHONE (658) 522-6900. 3. THE CONTRACTOR SHALL COORDINATE WITH THE AUTHORITY ALL WORK WITHIN AUTHORITY EASEMENTS OR IN CLOSE PHYSICAL PROXIMITY TO AUTHORITY FACILITIES. STAND-BY PERSONNEL MAY BE REQUIRED DURING ALL PHASES OF WORK. STAND-BY REQUIREMENTS WILL BE AT THE DISCRETION OF THE AUTHORITY. AUTHORITY STAND-BY PERSONNEL SHALL BE REQUIRED WHEN ANY EXCAVATION IS DONE WITHIN THE AUTHORITY'S RIGHT OF WAY. SDCWA SAN DIEGO COUNTY WATER AUTHORITY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING AUTHORITY FACILITIES AS A RESULT OF IT'S OPERATIONS AND WORK, AND SHALL BE LIABLE FOR THE COST OF ANY REPAIR WORK RESULTING FROM ITS ACTIVITIES. E EAST, ELECTRIC SE SAND EQUIVALENT EC END CURVE SL STREET LIGHT E.C.R. EL CAMINO REAL SMB SAN MARCOS BOULEVARD ETC. ETCETERA SOWO SLIP-ON WELD-ON (FLANGE) ST STREET FH FIRE HYDRANT STA STATION FLG FLANGE STD STANDARD FT FEET STL STEEL G GAS T TANGENT GA GAUGE TELE TELEPHONE GB GRADE BREAK TRANS TRANSITION TS TRAFFIC SIGNAL HOPE HIGH DENSITY POLYETHYLENE TW TAPE WRAPPED HGL HYDRAULIC GRADE LINE TYP TYPICAL HOR, HORIZ HORIZONTAL VAC VACUUM ID INSIDE DIAMETER VER, VERT VERTICAL INV INVERT VLT VAULT IRRIG IRRIGATION ., w WEST, WATER L LENGTH W/ WITH LF LINEAL FEET WM WATER METER L.P. LIMITED PARTNERSHIP WWM WELDED WIRE MESH LT LEFT TURN X BY MATRL MATERIAL ct. CENTERLINE MAX MILS MIN MJ N N/A NGVD NO. NOM NTS MAXIMUM MILLIMETERS .4 ANGLE MINIMUM ll. DELTA MECHANICAL JOINT # NUMBER NORTH NOT APPLICABLE NATIONAL GEODETIC VERTICAL DATUM NUMBER NOMINAL NOT TO SCALE CMWD GENERAL NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'CITY OF CARLSBAD ENGINEERING STANDARDS", DATED JUNE 2004 OR LATEST REVISIONS. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE CITY OF SAN MARCOS PRIOR TO ANY EXCAVATIONS WITHIN THE CITY OF SAN MARCOS RIGHT-OF-WAY. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES, A PERMIT SHALL BE OBTAINED FROM THE CMWO OFFICE AND MUST BE SIGNED AND APPROVED BY THE DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY OF SAN MARCOS RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES CROSSING AND WITHIN FIVE (5) FEET PARALLEL TO THE PROPOSED FACILITIES BY POTHOLING PRIOR TO SHOP DRAWING SUBMITTAL. 6. TRENCH PLATES SHALL BE SET FLUSH (VIA GRINDING) WITH EXISTING AC PAVEMENT FOR CROSSINGS PERPENDICULAR TO TRAFFIC FLOW. 7. THE WORK INCLUDES CONNECTIONS TO DOMESTIC WATER PIPELINES AT THE FOLLOWING LOCATIONS: SAN MARCOS BOULEVARD AT ACACIA DRIVE SAN MARCOS BOULEVARD AT RANCHO SANTA FE ROAD 8. CONTRACTOR SHALL TIE OUT ALL EXISTING MONUMENTATION THAT COULD BE AFFECTED BY CONSTRUCTION AND SHALL REPLACE IN KIND ANY MONUMENTS DAMAGED OR DESTROYED AS A RESULT OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL FILE PRE-CONSTRUCTION MONUMENT OF RECORD FOR ALL MONUMENTS THAT MAY BE IMPACTED BY CONSTRUCTION ACTIVITIES AND SHALL FILE POST-CONSTRUCTION MONUMENT OF RECORD FOR ALL THOSE MONUMENTS THAT WERE REPLACED. 9. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION AT (760) 438-3891. 10. CONTRACTOR SHALL NOTIFY CITY OF SAN MARCOS PUBLIC WORKS 72 HOURS PRIOR TO ANY EXCAVATION WITHIN THE CITY OF SAN MARCOS RIGHT-OF-WAYS AT (760) 752-7550, EXTENSION 3333. • . . -,.. · 5. DIG ALERT: THE LAW REQUIRES YOU TO CONTACT UNDERGROUND SERVICE ALERT TWO WORKING DAYS IN ADVANCE OF DIGGING OR EXCAVATING ON A PUBLIC RIGHT OF WAY OR EASEMENT. TELEPHONE 1-800-227-2600. 6. LOCATION AND ELEVATION OF AQUEDUCTS IS SUBJECT TO FIELD VERIFICATION AND SHALL BE CONFIRMED BY THE DESIGN ENGINEER OR CONTRACTOR BY FIELD MEASUREMENTS IN THE PRESENCE OF ANY AUTHORITY INSPECTOR PRIOR TO COMMENCEMENT OF ANY WORK. DISCREPANCIES SHALL BE BROUGHT TO THE AUTHORITY'S ATTENTION PRIOR TO PROCEEDING. 7. ALL GRADING SHALL BE DONE UND£R THE OBSERVATION OF A QUALIFIED SOILS ENGINEER AND IN ACCORDANCE WITH THE RECOMMENDED SAN DIEGO COUNTY STANDARDS AND SPECIFICATIONS. 8. ALL FILL IAATERIAL SHALL BE COIAPACTEO TO 90" OR BETTER AND REPORTS SUBMITTED TO THE AUTHORITY PRIOR TO THE ACCEPTANCE OF WORK. 9. ALL FILL IAATERIAL PLACED BETWEEN THE AUTHORITY'S PIPELINES ANO ANY NEW UTILITY CROSSING SHALL BE SANO, 3/4-INCH GRAVEL OR CEMENT SLURRY. 10. AT THE COMPLETION OF THE GRADING OPERATIONS, AN AS-GRADED SOILS AND GEOLOGICAL REPORT SHALL BE PREPARED ANO SUBIAITTED TO THE AUTHORITY WITHIN 115 DAYS OF THE COIAPLETION OF GRADING. 11. THE CONTRACTOR AGREES TO ASSUME SOLE AND COIAPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING. THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, ANO THAT THIS REQUIREIAENT SHALL APPLY CONTINUOUSLY AND NOT BE LIIAITED TO NORIAAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEIANIFY AND HOLD THE AUTHORITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 12. (NOT APPLICABLE) 13. THE SAN DIEGO COUNTY WATER AUTHORITY WILL NOT BE RESPONSIBLE FOR THE ENFORCEIAENT OF SAFETY MEASURES AND REGULATIONS. THE CONTRACTOR OR DESIGN ENGINEER SHALL DESIGN, CONSTRUCT, AND IAAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORIAING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS DURING CONSTRUCTION OPERATIONS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUIAENT OR BENCH IAARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED ANO REPLACED BY A REGISTERED CIVIL ENGINEER WHO IS ALLOWED TO PRACTICE SURVEYING OR A LICENSED LAND SURVEYOR AND A CORNER RECORD. CERTIFICATE OF CORRECTION OR RECORD OF SURVEY FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH TO THE AUTHORITY PROOF OF RECORDING. 15. THE CONTRACTOR SHALL FURNISH TO THE AUTHORITY AS-BUILT PLANS FOR ALL IMPROVEMENTS WITHIN AUTHORITY RIGHTS OF WAY. 16. THE CONTRACTOR SHALL REPAIR ALL DESTROYED OR DAMAGED SURFACE IIAPROVEMENTS WITHIN THE AUTHORITY'S RIGHT OF WAY WITH IIAPROVEIAENTS OF EQUAL OR SUPERIOR QUALITY. 17. THE AUTHORITY SHALL RECEIVE THE CONSTRUCTION SCHEDULE 48 HOURS IN ADVANCE OF START OF CONSTRUCTION. WORK DONE WITHOUT AUTHORITY INSPECTION SHALL BE SUBJECT TO REMOVAL. THE PHONE NUMBER TO SCHEDULE INSPECTION WITHIN THE AUTHORITY RIGHT OF WAY IS (858) 522-6900. 18. APPROVAL OF PLANS BY THE AUTHORITY DOES NOT CONSTITUTE RESPONSIBILITY FOR ACCURACY OF INFORIAATION NOR LOCATION OF OTHER EXISTING FACILITIES. 19. EXCAVATION WILL NOT BE ALLOWED UNDERNEATH AUTHORITY PIPELINES UNLESS A PIPE SUPPORT SYSTEM IS DESIGNED BY A REGISTERED CIVIL ENGINEER. SUPPORT DESIGN !AUST BE SUBMITTED AND APPROVED BY THE AUTHORITY PRIOR TO EXCAVATION. 20. ALL UTILITIES !AUST CROSS AUTHORITY EASEIAENT AND PIPELINES AT AT PERPENDICULAR ANGLE. NO PARALLEL UTILITIES ARE ALLOWED IN AUTHORITY EASEMENT. SEWER OR RECLAIIAED WATER LINE MATERIALS MUST MEET STATE OF CALIFORNIA DEPARTMENT OF HEALTH STANDARDS COMPLETELY CROSSING EASEMENT. ALL UTILITIES TO HAVE A IAINIIAUM 18-INCHES OF EXTERNAL CLEARANCE TO ANY AUTHORITY PIPELINE. KEEP ALL VAULT STRUCTURES, PULLBOXES, VALVES, CONTROLLERS, BACKFLOW PREVENTERS, IAANHOLES, TRANSFORMERS, HEADWALLS, ETC., OUTSIDE OF EASEIAENT. 21. THE CONTRACTOR SHALL RELOCATE CATHODIC PROTECTION TEST STATIONS IN ACCORDANCE WITH THE SAN DIEGO COUNTY WATER AUTHORITY STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL CONTACT THE SAN DIEGO COUNTY WATER AUTHORITY TWO WEEKS PRIOR TO COIAIAENCEMENT OF WORK IN ORDER TO SCHEDULE THE RELOCATION PROCEDURES ANO INSPECTION. 22. (N/A) (N/A) SAN DIEGO COUNTY WATER AUTHORITY REVIEWED BY ~tJ~~~·-·--'-c 1. k wl,,.L.,.L'"IA7Mc-'-c-J.-R=o~s=E~----- DIRECTOR OF RIGHT OF WAY VALID FOR 18 IAONTHS FROIA DATE OF SIGNATURE G-3 l--------t---+--------------t---+--+---+------l I sH3EET I c1rY oF CARLSBAD ~o ENGINEERING DEPAR1MENT ~ ~===-'=SAN~===MAR======c~o~s=s===o==u==L==e-J.=='A=R==o=-==:::::::: DflNIEft 80Yl.1! iNGIJtEERINCI • • -I Consulting Engineers 5650 El Camino Rea~ Suite 155 Carlsbad, CA 92008 (760) 433-8710 RECORD DRAWINGS APPROVED BY At/~r;;;r/41mv:-.~ __ ,._1.z."" ........ 3 ..... oc.c-.,_,lo"'---- WILLIAM E. PLUMMER R.C.E. 28176 DA TE DEPUTY CITY ENGINEER EXP. 3/31/06 DATE INITIAL ENGINEER OF WORK . ti\ /lG·,81/ILT DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRANSMISSION MAIN STANDARD SYIABOLS AND ABBREVIATIONS, NOTES, REFERENCE DRAWINGS LIST ~~~~;:.M>E:r,_ S-S-IJS' DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: CADD I I DRAWING NO. PROJECT NO. CHKD BY: MJR 3956 RVWD BY: DGS 425-1 , 11 • I, I • E Q " ,;; ,0 z O> z :g i '1 r I t:l .. a: f. I .6.PN': • •• I BEGIN CONSTRUCTION , 1 111< ST. STA. 145+09.28 I 1 C-6 ' STA. 10+00.00 CONNECT TO EXISTING 36" WATER MAIN, SEE DETAIL FOR INSTALLATION OF CORROSION TEST STATION N 1,993,048.16± E 6,264,641.90± .. -,=:;t----------,----------, 0 ® Underground CONTRACTOR SHALL NOTIFY, -iS' Service Alert UNDERGROUND SERVICE ALERT A -Call: TOI.L FREE MINIMUM OF 48 HOURS PRIOR TO ,;;;-UI00--227--2800 BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES ~ TWO WORK~G DAYS FOR FURTHER INFORMATION. I BEFORE YOU OJG 10 ,, - ·.-: "-··--f-·. ------ ; . ---,_ w- -~~~ ~~--- --- ,_,. -- r ~ + == :r ' T ' -a) -i r - 1 --+--!-r- 1 ..-!-·--- 11 12 13 RIGHT-OF-WAY CAUTIONII 1. STREET CENTERLINE STATIONS SHOWN ARE PER CITY OF SAN MARCOS IMPROVEMENT PLANS FOR SAN MARCOS TRACT NO. 316, "THE LAURELS", CITY DWG. NO. 2503. 2 •. PROPERTY LINES SHOWN HEREON WERE ESTABLISHED FROM AVAILABLE RECORD MAPS AND ASSESSOR'S MAPS. ~------_;---:.__ -• • ~--~,-----3 ( CONTRACTOR TO STAKE SOUTHERLY ROW BOUNDARY AS FIRST ORDER OF WORK. ALL A WORK'·:SHA-LL i;E WITHIJ.J THE PUBLIC ROW. PROTECT EXISTING TREES AND LANDSCAPING - ADJ1CENT TO SO~THERL Y ROW BOUNDARY. · 1 -~ ---__ .,_ . . .. . .,, _,,..___./'----- ..• --··. ______ ',. ___ , .• ··--, .• -'··-•....• ~'J-, _______ "'·-------··""-----__ .~,., ____ ,,. _______ ~/'-.. -•·'--·--·-·,,,···--,.,,, --- 1 1---- + +---+--- I Opt • -f: ,= .3 :· ';_Mg,ll\Wf/l i.. _u,e tcJ ~ ~ ---------~' - J- ~ At •• ~b~ M e ~ .. • llf-01~11'1=+ 1 ~__t_, ~• • t=st=G 9 ---1--------1 -' ---,-T --. ,---- -··t 1 ,-- -~ -----,----- ----l---- T . ; ! j t ----1= I .=:=:-t= --t -\- -1 'j" ·· ~f&;---------l -t--- L -----------. - --l--~ -------- ; . r"'\r _I.I. -C-"T ,, =+ -r---~ i ' t ,--. -----. --+-+--------- ,---r -+--·--~t-·· ' -' --->-------~-t-· + ----~ _-:-t·· --- 1 ➔· .• 47Q , V R-T ' bOC•:J""' '5 (X$TN\ ,1J-!lt lE I ', __ ,. ~ tB ~ " -, - T * ,S$UMEonJEP I --~ --... -. --·--- ---1 r-:=:~ ,:;mA Tf Kc' F T 14 1- ,- r F1 SCALES HORIZ: VERT: 1"=40' 111=81 + v; ,...._ 16 1 17 ABANDON IN PLACE EXISTING 27" WATERLINE , ,.,,.. -* 18 i i . . I l + "'E IE/~ ~E FI '£ !lGJ;il: OR•~ I [AW1N ------ --=-- -,- ! -+-r - 19 Ill: ST. STA. 155+36.61 STA. 20+28.51 4 11°15'00" RT N 1,993,252.5218 E 6,265,648.7713 20 I vr < ,_ Ill -+-. N I (.) f 1----- f-i .----+ HGL 732 I j SCALE: 1" ~ 40' l C-1 l--~f---+------------+------+----l---+-----1 I SH4EET I CITY OF CARLSBAD I SH2EEOTS I ENGINEERING DEPARThAENT ;:==::..:::::s:::::AN==MAR===~co==s=s=o=u=L=EV=AR=o='----====: TRANSMISSION MAIN PLAN AND PROFILE STA, 10+00.00 TO STA. 20+50.00 CllY OF SAN MARCOS RECOMMENDED F__ ... , ROVAL ~FOR CONSTRUC~ DANIE( BOYLI E~GIJiEERINQ RECORD DRAWINGS APPROVED BY APPR0'✓-5-9 Wllij~~UMMER .4'/4k! ~~ --~--. ~/1-o& ~~/~-~~.,,,.,,,~~~====r~ J 'IJ '-I By:Pau·"'.-,-Vo, Pr'1nc·1pal c·1v·11 Eng·,neer By: ~A ·1 &:;,~~~C/.,VE~ " Eug<@J Agui r ~co, 1!4 Engineer R.C.E.: 4983~,-.--!xp.: 9/30/06 R.C.E.:~N,49 _ Exp.: 3/31/0f Dale: Oe:;-/ffµ1__C Dale:___!r o Consulting Engineers 5650 El Camino_Rea~ Suite 155 Cartsbad, CA 92008 (760) 433-8710 d!J~°ZL~'2't.-~~o:::::i.,. ___ /2,::J/J.d1L_ WILLIAM E. PLUMMER R.C.E. 28176 DA TE DATE INITIAL DEPUTY CITY ENGINEER EXP. 3/31/06 ENGINEER OF WORK DEPUTY CITY ENGINEER { 28176 EXP. 3/31/06 DATE /1\ REVISE!) NOTES REVISION DESCRIPTION ,,. •5 Iii/If£-DWN BY: CAOO I DATE INITIAL CHKD BY: MJR ,___O_TH_ER-AP~P-R-OV_A_L-+--C-1-TY-AP~P-RO_V_A_L ____, L'Rc,:V~WO!!,!..._,eBc'-Y'---: ==DGS=='==.l DATE INITIAL PROJECT NO. 3956 I DRAWING NO. _425-1 I , •• -·-- - 060806 [ ~ ,;; "' ~ s ' "' 0 ~ .., ----r--::::---- ;--=,---'..---- ---- ·-~ t --------,------.--- --f-- T -~ --;---:: .. ·~ ~ . ..:j. ---- ·f= ·=· ----r-= ,-- .:i=.:..::::_ ----.------ ,--' .. --r----: -T-· ,·,±c ·• .. ·--,------- .. -+---------, f I=-------,-- r ' ·1 I SCALE: 1" = 40' NOTES: -.------- I---__ _,_ ~ ---- ·+ = ,-- -I--t=--=-== r ·+ 20 21 1. STREET CENTERLINE STATIONS SHOWN ARE PER CITY Of SAN MARCOS IMPROVEMENT PLANS FOR SAN MARCOS TRACT NO. 316, "THE LAURELS", CITY DWG. NO. 2503. - = 2. PROPERTY LINES SHOWN HEREON WERE ESTABLISHED FROM AVAILABLE RECORD MAPS ANO ASSESSOR'S MAPS.,,..0 .. ...---.---..---'i-,,--~~~~~-. ,✓CONTRACTOR TO STAKE SOUTHERL.Y ROWIBO!.JNDARY AS FIRST ORDER OF WORK·. ALL 0 ~ I, WORK SHALL BE WITHIN THE PUBLIC ROW, PROTECT EXISTING TREES AND. LANDSCAPING ADJACENT TO SOUTHERLY ROW BOUNDARY, . -· . , _., ~ . -.-. ~-.. ' -___ ,,.. ___ ____. .. __ __,,, ...... ~,----------, , ,. _., ~-__ /___., . ·--· - -... ·-. . . '----., -. --------- '. -== -=;-·.::_ .,_ ------:--- r--F-1 = ---i=:l _j__ --+--------+----- --··,-----· . 1 f: r-:· -,-... ,----... -------t-:_____,- J. -+ -i---------:-___ _ ---_ - l ··= ,-. .. =jc..c.j ·F t-- ::i __ ·-----.---- 22 ~ ./ CITY OF SAN MARCOS a. a: ~!-----------.-----------, o @ Underground CONTRACTOR SHALL NOTIFY -6" Seivlce Alert UNDERGROUND SERVICE ALERT A -can, TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ,ri 1-80Cr22J-2eoo BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES RECOM~DED ;-OR APPROVAL A?PROVED FOR CONSTRUCnfal'j By: =--:-:-lr/?Z-= o/ ./ (1 Paul 'f>• Prir,.,(p<ll" Civil' Engineer R.C.E.: 49831 ~xp.: 9/30/06 Date: .{).Vii} t> ~ .--=-.r-· - ··=· ----+----- -+-.. ' .· - 7=- ------,-- -~ ------,-- 1=. ~-i:--===-_:= i-::::~± --:_ -i-__ :::.. =-: ---.--- ·1 ---l --+ i=-.. . ' . r-1=1==' =:i=-~ r . .-----+= ------------,-- ----,-----,-------- ..,- -::_ t- ==-,-----r r ------------,--- . t--r • r= - -+-+ = =· ---F - l -----i--- =1=--=== I- r .,.. F= -+- 1 1 .. i=== + ·-,- t-+--------,---: 1 = -----.:-::::::i==· t=== ---1--····· ----.r:---:___t=-1 -----, -T'"" - ' t-, -4 ~ -f---- - -_ _:i:::-c b-:-j::' -1---=4 F·1= ----, ---=--~ j-:+---r== F ~---+-.-----: l +-· .. c,=.. =-1 -------. - -:-·· -=i=-:::-i==-. ~ -----------, -----.------::..:.r::=:- ___ ----l-----s---•-·-----=:::-:·T-------1-----~ ~ -t--. 1 ---,----~ ~----·:i----:--1--.,,._ ==+:---F---:r=-.r=~----i=: ~ --; :.i --,----,---Ft-=- -~-r-- .-----I--- i _-· t----~----- -+-t==.· 1 - ----=--::r=-: --------------,---= .------= --+~: i---1---: i--:-- -+ ----i------. . · .. - t-+--- t----·t -+- -r==-==:. -~-. = I---1--===r -. -~1-j--±-:-: i==-· -_ --=f: =I=" J=. -i::=f"~ . -+-,c --t-··--+----- '-I= +--·-----i---' 1-= . . . .. r -cot r ·~ ~ =i= • I_:::::_ ·.:..::..'.__:::_·_:_~·-t---" = :_=--:: _:_:__:-:_;...::: i= -----,------=+=------i:::=..::· -. T --i----·· -. t= --__ . +-+ .,_ t- 1 1--~ --,__ ~ f-=... ------., . ,--., -+- . ' +- -t --.- f---T --.± 23 . -+---,------r- . -f-T---==r----,--- -----r--=: ~ ~:.F;- ·+---' l ---=-I---_± -=-· r== ---;-------,----,----- ----r---~- 24 ~---F==" t-==t -=---r:-:-------=--~. - SCALES HORIZ: VERT: 1"==40' 1"=a· T -EXISTING PAINTED MEDIAN ----,----,------- -+--- -.----- I----···-- ,-----===i= ----.--: +- ~-.;------, r: '==r _______., -+ -+ -+·-+ +---+---l-==+--_-------.- 26 27 STA. 25+70.00 \cp-1/ INSTALL 2-WIRE CORROSION '<:.:_.Y TEST STATION WITH ANODES If -111\.lo--1t'lf--F V - - -,----+ ---;-----= 28 DESCRIPTION @ It_ STREET 30" PIPELINE 29 30 CURVE DATA R L 38°59'11" 2000.00' 1360.88' 22°30'00" 1967.00' 772.44' ABANDON IN PLACE EXISTING 27' WATERLINE ----!-----T HGL 732 T 707.97' .391.26' C-2 t----+--+------------+--+---+--+---i I sH5EET I c1TY oF CARLSBAD ~o ;==:::::..::::==E=N=G=IN=E::::ER=l=NG=D=E=PA=R=TM=E=NT==::::'..'.~==~ SAN MARCOS BOULEVARD TRANSMISSION MAIN DANIEL BOYLE ENGINEERING Consulting Engineers 5650 El Camino Real, Suite 155 Carlsbad, CA 92008 (760) 433-871 D RECORD DRAWINGS APPROVED BY . ~~~ i•r.~ /2•3(2•/d WILLIAM E. PLUMMER R.C.E. 28176 DATE DEPUTY CITY ENGINEER EXP. 3/31/06 If_\ /16 81.//LT /1\ REVISED Nori:::s DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G/'o/05 •.Jf!e OATE INITIAL CITY APPROVAL PLAN AND PROFILE STA. 20+50.00 TO ST A. 30+00.00 DWN BY: CHKD BY: RVWD BY: CAOO MJR DGS PROJECT NO. 3956 6-11-oS 3/31/06 DATE I DRAWING NO. 425-1 ~ r~:\~~ g;11s FOR FURTHER INFORMATION. ,:,_ _____ ..;..._,;;__,a_..i.. _________ _. _____ .....;,_..;• __________ ..._ __ ;._ ___________________________________________________________________________________ __... _____________________________________ _,1 I , ...... ·. ,· . ; 060806 I ----·" 0 01 :e 0 G') 'T1 ~ I\) I\) 0 C/1 ~ . I • . '. 1 · . ! i ' AP ___ PROXI_MATE EXISTING FINISHED~' Sl,JRFACE OVER i OF PIPELINE I ' I I ; ; i : I ; l ' . .. 530 .. t. -· • ·--·--·--------~--------~------··-----.. ·---r ' 30 31 NOTES: 1. AFTER NEW PIPELINE HAS BEEN IN OPERATION FOR FOURTEEN (14) DAYS AND ACCEPTED BY THE DISTRICT, THE CONTRACTOR SHALL COORDIN T THE DEMOLISHING/ABANDONMENT OF THE EXISTING VAULT AND ·20• PIPELINE. CONTRACTOR SHALL DEMOLISH TOP OF VAULT, REMOVE AND H DEBRIS AND REMOVE PIPING APPURTENANCES. VAULT SHALL THEN BE FILLED WITH SAND COMPACTED TO 95,C RELATIVE COMPACTION TO WITHIN 1" OF ROAD BASE@ COURSE. TOP WITH NEW BASE COURSE AND AC PAVEMENT PER DETAIL C-7 2. STREET CENTERLINE STATIONS SHOWN ARE PER CITY OF SAN MARCOS IMPROVEMENT PLANS FOR SAN MARCOS TRACT NO. 318, "THE LAURELS", ~C~l~T'!,_YJD~W!_':G'.:,.. ~N~O;_. ~2~50:!,:3'.:, • .......,,~.,,.----.---.,----,,_.-----...----.,---.,--._,,.---.-,,--..--~.,-----.-----ABANDON IN PLACE . ' . ' 32 1,000.00 ~F 30" CML/TW/C~C WELDED STEEL PIPE i(0.20" MIN. PLATE THICKNESS) : WORKING HGL= 732 FT., TEST HGL= 900 FfT . SLURRY BACl<FILL PE~----~--__ .QF;TAIL W .. , . \§:I} r '. '\,. I l~ "- I i I!) ·-t<) l~ Q --Cl) Ji ,,, 1~ UTILITY CROSSING 1NFORMA Ti ON. I VERTICAi-LOCATION OF EXISTING UTILITIES ARE SHQWN BASED ON THE FOLLOWING: * ASSUt.iED DEPTH **VACUUM EXTRACTION POTHOLE DATA!PER SAF-R-DIG ~-IDENTICAL PONT REPORT DATED JANUARY 21, 2005 (RJVISED MARCH 11, 2005) \ I *** FIELD SURVEY PERFORMED BY RIGHT-pf-WAY ENGIN¢ERING, AUGUST 2004 . **** RECORD DRAWING 33 ST. STA. 168+88.18 STA. 33+67.00 INSTALL 30' FLG BFV, 2-2' CAV (W) AND 8' BLOWOFF ASSEMBLY (E) PER DETAIL BOND ACROSS ALL MECHANICAL CONNECTIONS (BFV) PER CP DRAWINGS ST. STA. 168+82.16 STA. 33+81.10 EC N 1,993,351.5459 E 6,268,968.4563 ~ 34 ~ ~ ~ "-~ EXISTING VAULT TO BE ~ lo ABANDONE~N PLACE, ~ ~ SEE NOTF,'3 & ~ t ~ Ill VIEWPOINT l!i. ":,,. t DRIVE ~~~~ ~~-~~ . "l \\..., .. 3.5 SCALES HORIZ: VERT: 1"=40' 111==81 ~ ST. STA. 169+62.66 36 SMB ~ 1\ EXISTING 27" 3. ABANDONED IN PLACE, PROTECT EXISTING 27" PIPELINE TO BE CONVERTED TO WATERLINE ~ ;;;;;;;.;;..=---t-tr""."r '--'-._'.:'.R.!:_EC:,Y~C:_':L~E~D;;W~A~T~E::R_'.:B'..:Y_.'.O~T-'.:H~E'.:'._RS~.--.,.,,:\-,..____,,,,__~,,-.,___.,.._,,,.,__,...____,..__7 "~--~-.; (FUTURE RECYCLED & .. . . __ ;; EXISTING PAINTED MEDIAN 22 ·i ... :.i~:;'.\ ..... _,_·:~~~=~!-"---:;:: ~~-~--.;;;.-~-=------- =--=-sr"':""·s,.,,T,.,.A-.-=16c'c8,"+-=-a2=--.06,,.,. ,.....~c--, 2.1 Pl SAND SLURRY 171 -----+ -,........ __ _ APPROXIMATE EXISTING FINISHED SURF ACE OVER i OF PIPELINE s=o.02 o . 37 RIGHT-OF-WAY EXISTING CURB AND GUTTER STREET CENTERLINE 38 ABANDON IN PLACE EXISTING 21" WATERLINE 39 CONSTRUCT 30" STEEL DOMESTIC TRANSMISSION MAIN EXISTING PAINTED MEDIAN ----1-__ 173 SCALE: 1' s 40' NOTES: (continued) 4. PROPERTY LINES SHOWN HEREON WERE ESTABLISHED FROM AVAILABLE RECORD ~fS._.,Afl_q,~J,§f~~R'S MAPS. (CONTRACTOR.TO STAKE'-".-" ) SOUTHERLY ROW BOUNDARY · 1,. ( AS FIRST ORDER OF WORK. .<.l.> 1 THE PUBLIC ROW. PROTECT - EXISTING SIDEWALi< EXISTING CURB AND GUTTER RIGHT-01'-WAY FUTURE STREET IMPROVEMENTS PER CITY OF SAN MARCOS CIP NO. 27 4, DWG. NO. IP-4693 CURVE DATA CAUTIONII CONTRACTOR SHALL USE EXTREME CAUTION DURING CONSTRUCTION NEAR EXISTING GAS LINE I// I I I I I I/// Ii// -~4 -- ////////// F.'.':::::,'\--~ VIEWPOINT DRIVE PROTECT IN PLACE EXISTING BLOWOFI' STREET CENTERLINE (ABANDONED) CUT AND CAP EXISTING VAULT APPURTENANCES IN PLACE B APPROXIMATE LOCATION OF SOIL BORING NO. B-3 ST. STA. 171+02.52 STA. 35+78.71 BC N 1,993,307.4328 E 6,267,179.5432 SAN MARCOS BOULEVARD I I If// ~ ~ 38 lf/1 /. tr ------- .APN :?:? ·1 ----024----0 ·1 ST. STA. 174+34.30 STA. 39+07.00 INSTALL 4' CAY PER CMWD STD. DWG. NO. W33 ST. STA. 174+57.64 STA. 39+30.10 EC N 1,993,169.7728 Jg 3 EC E 6,267,502.3497 S61°49'03"E I I/ I I ;... 1? 40 EXISTING RAISED MEDIAN ~ g .., -lirr:---~ "-I , f +1 ~;... l2 J. -I :? 17 <o -if !J ....,__,:i: ,_ (J u.J -,,-_L'r ,_ u.i 1~ l2 ,-: "' u.J u.J (/) 6QQ 580 560 HGL 732 C-3 "' ~ ? ALL WORK SHALL BE WITHIN. j EXISTING TREES AND l LAND_SCAPING ADJACENT TO ) . SOUTHERLY ROW BOUNDARY. DESCRIPTION /',. @ ct_ STREET 3a•59•11" A L T 2000.00· 1360.88' 707.97' -·•,. ' .. l------l--+--------------1-----1----+--+-___j I sH6EET I c1rY oF CARLSBAD ~o ENGINEERING DEPARTMENT ~ :=='--'======================-=:::::::::::::::=; i 'l " d I ~ a. a. ~-. --~-' ---"··. ···--/'•,"-·-./"-.. ,/'• __ _/ :o~ 1--®-----U-nd_e_rgrou __ nd~-C-O_N_TR_AC_T_O_R _SH_A_LL_N_O_TI_FV~ Service Alert UNDERGROUND SERVICE ALERT A ;: Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO § 1-eoo-227_2000 BEGINNING ANV CONSTRUCTION u TWO WORKJNG DAYS WORK. SEE GENERAL NOTES ,:; BEfORE VOU OIQ FOR FURTHER INFORMATION. I 0 30" PIPELINE ® 30" PIPELINE 22°3010011 1967.00' 772.44' 391.26' 10°1012511 1979.00' 351.39' 176.16' CllY OF SAN MARCOS APPROVED FOR CONSTRUCTION ' t<t'l ,,,. .;, Consulting Engineer; 5650 El Camino Real, Suite 155 Ca~sbad, CA 92008 (760) 433-8710 < '• ': ,T ,,,,--,:. .,._,,.'-', RECORD DRAWINGS APPROVED BY ~~r:~e WILLIAM E. PLUMMER DEPUTY CITY ENGINEER .I.S81/IL7 SLURRY FILL 21" PIPELINE f2,Ja • 112 R.C.E. 28176 DATE EXP. 3/31/06 DATE INITIAL ENGINEER OF WORK R!::VISE D NOTE:'..S REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL 6 2-t 6/aos wee DATE INITIAL CITY APPROVAL SAN MARCOS BOULEVARD TRANSMISSION MAIN PLAN AND PROFILE ST A. 30+00.D0 TO STA. 40+00.00 DWN BY: CHKD BY: RVWD BY: CAOD MJR DGS PROJECT NO. 3956 I DRAWING NO. 425-1 ----" J l ! r----- E 0. "' 9 ,,, "' z 1 ~ " ~ ~ 0: .. --- + F-· -·-___ _. r SCALE: 1' -40' NOTE: 1. STREET CENTERLINE STATIONS SHOWN ARE ' PER CITY OF SAN MARCOS IMPROVEMENT fLANS FOR SAN MAijCOS TRACT NO. 316, THE LAURELS', CITY DWG. NO. 2503. 40 ,-: II) ~ jl-®-----,-:U,-nd-:O-rg_rou_n_d""T""_C_O_N_TR_A_CT_O_R_S_HA-LL_NO_TI-FY- -Se,vlco Alert UNDERGROUND SERVICE ALERT A -Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ,;;-1-«l0-227-2000 BEGINNING ANY CONSTRUCTION ;;-_ TWO WORKN<I OAYS WORK. SEE GENERAL NOTES r BEFORE YOU DIQ FOR FURTHER INFORMATION. - =~ "·~ ~ --· ---------- --I--__ -i----· ·= =· - I--1----·-- -I--" ~- -- • • -:...!::. --=- ------I---- --T l----i..=::_ ,---- REVIEWED BY ·----· l-·· --· -I-.. ·r-···-+---· ·-----+--- ·------·-· ---· .... ----.----- ---.J... --. .:. -I---•••.. 1..., --- - tu~/~ WILLIAf'.I J. ROSE DIRECTOR OF RIGHT OF WAY I L -- --.1-.- --,-.. ·-.. -··. .. - 5/t-f/DS DATE VALID FOR 18 MONTHS FROM DATE OF SIGNATURE CITY OF SAN MARCOS RECOMMENDED FO° • -;-ROYAL . / _/ ,. /1/ By. ,.-,.,-(/(./ Paul /Vo, Principal Civil Engineer APPROVED FOR CONSTRUC')l ON B, .. ~ (_ -. ... ,. ~ •~'' -~ '2ug aAguila'i r, nco, 1ty Engineer - R.C.E.: __ 49631 _,,_Exp.: 9/30/06 Date: O-y:lf,112r-R.C.E.: $4.9 Exp.: 3/31/01 Date: Tt ~ 6 '< iiJ!i m rp ME:;w ~ * . ~,~ .. F i= ~ -----i-:.-,-,:,t~_:_._J::,_·· -_ F::··_-.:.-~-{-----_ T 1-- .L. r··----,- 44 Consulti11g Engi11eers 5650 El Camino Rea~ Suite 155 Carlsbad, CA 92008 (760) 433-8710 - ---1--- ---------,--__ ,-----==i:-=--±=--=!' -. -+-- -+----- •·+'-· - ·= -•. ':V -- --------. __ __ _-_ 1---_--·---- - ---+-- -+----- l:·:l-..'.---.---.---. -CF -- ~ -----.-_-__ L..:. --· -1------- ---. , __ -- -~ - • -j -··-· ~ --1----. ------. - ' ... ,-------+--- -t=·---- •• ---T --; r-:-:: - ----I---- ~~-.-_: - •=. I---I-I.------------ __ ._::_ =c~'Ef=cf---I ,---.. ---=-= --~ - --_::.E:_..: ---=f--_:·.:i--- •Y~ ~ . . -=-~~-~~~= -..-ic-· =± -_~.-f---~-:·_:l--r"-F-'+_[::~~---_ r--_ 1----__ ---...... + .. + . -~~ i= =:i-'¾ -. "'-r =:t'---c-.4 -__ .-~F ~ ~~-· -T~T-:;; ~ _ _ : -_ ----~ --¼~ -t f=! tc ----5.!!Q __ i=~r----+---F----r= -+c •l' . C . -· I· -· 4 I--+: .-'" ----:.=;-:----; --· =t::: _:_: =---.. ----_,,_ --- . ' --~ . ' :+.---=--+" . . ::__~: _----~----, --: -_:·== -----·•·_ =-=w-~_J=!_'.:=J-:~-··-- --~-·•----·:, :: ,;=-",cl' ---" " • f__ ;---~=ii:-;:_=ti-:;⇒ =i!-- _ -,.. •-I----_·_::.-~---:.~ -_ l --.-------, _-__ -t_T ·:::-~ -----,-'. __ ---1---------T-------~---~r :-== ~-::~ ·;:4?~-1---------- ------,----+·.:.-:.-i:: ---=-F-+ ----+---- -----.=-=r----:-r :---------r-: -i-----------,- --j___ ----- •--i--=----··:.:.. -. --- F ~~ -.. ------- -----· -- _-:_~_·:.~+---:--'::_::::=· :~-== .:= -----.---· --. - -+·-------- T-.. L .• :. ----- -+- ---- -. -·-.. SCALES RECORD DRAWINGS APPROVED BY ----=±-__ 1- =i'=- ~~P-/4r,c,:'@ffl.-,nn,,~----'-l_.:.2_:.-3i..QO~-l(flt1_ WILLIAM E. PLUMMER R.C.E. 28176 DA TE DEPUTY CITY ENGINEER EXP. 3/31/06 -----.-::---.---------1--_-------=---f.--------1-------· --+------I----_---- .---.~-• ----=~::.------ -f' _::_--_- --·· : --I-- ----.----F-: ----l= -- -., . -----.-----.... HGL 732 RANCHO SANTA FE ROAD i r-SEE SHEET C-5 ,-~,><.-.. ·•··••· -~,-........ ·;,; C-4 i---r----+-----------'-' ~--+--'--L-I sH7EET I CITY oF CARLSBAD ~o t=====t====t============================~t====t===j====j===j ;====-~~~E===NG=:=l=:=NE~E~R~IN~G~D~E:::PA~R::::Tht=EN:::T::::::=~~=.==:::! 1 SAN MARCOS BOULEVARD TRANSMISSION MAIN PLAN AND PROFILE ST A. 40+00.00 TO ST A. 46+50.00 DATE INITIAL ENGINEER OF WORK ~====+===~~~;l7;S;8,;'/,/l,;,Z;T====================t====t===±====±===i ~~ ?/4M:.E:., , ,S" ¥,, -a5 1\ BACKFILL 21" PIPE WITH SAND SLURRY G l'2/05 DEPUTY CITY ENGINEfR-4 PE 28176 EXP. 3131 /06 DATE DATE INITIAL OWN BY: CADO I PROJECT NO. I DRAWING N REVISION DE DATE INITIAL CHKD BY: MJR 0- SCRIPTION OTI,ER APPROVAL CITY APPROVAL RVWO BY: 0GS . 3956 . 425 1 I I I i I " ---I I . . ,-~Le". ~- _·.' --, I-T 46 RIGHT-OF-WAY SCALE: 1' ~ 20' f1Y2VJ\CONSTRUCT 3011 STEEL ~DOMESTIC TRANSMISSION ~ " ~ a. a: MAIN ,:;'t-----,..,--,----,----------, 0 ® Underground CONTRACTOR SHALL NOTIFY ~ SefVlce Alert UNDERGROUND SERVICE ALERT A ~ Call, TOI.L FREE MINIMUM OF 48 HOURS PRIOR TO §' 1-8QG.227•2000 BEGINNING ANY CONSTRUCTION ~ TWO WORKING DAYS WORK, SEE GENERAL NOTES :i: BEFORI! YOU DIG FOR FURTHER INFORMATION. -1--- • n ::: =.J • a-:.,..._ .. ------ ==,------.;:.-··--.- ----.r A. \J ffi .. +-. -- ------ - -· .!. " -Pl I .. ..,.... -·-- lN . PJ ~;No•e=}.it <-'f=!,\1 RI· H ·-· -. ----J-~ ---» ·--. ·.:.:r . -----·· f' , .... .r ... Consulting Engi',,eers 5650 El Camino Real, Suite 155 Carlsbad, CA 92008 (760) 433-3710 "• .. ~;_,:= • • 1 • .. JI:!!" ::::::- . .::i u,;.-~ RECORD DRAWINGS APPROVED BY .AtV~P,":W'~ WILLIAM E. PLUMMER DEPUTY CITY ENGINEER 00 f ' --f 8' -r..-: l· /2,30-/(l R.C.E. 28176 DA TE EXP. 3/31/06 T f i I t ~ ~~E ...... "' ,. .L ~E '~iffi'A- JUGA · il Tl uE" --I--.. • + ... -- r-··-- ---. ' . l-- -------------l------- ---1---- ---. ! --l- --__ _ - ----- L • l=-. 't-- 51Q .. •S~ RY1~Ac GR . V:•. cwif~~ · ·· . . .. •· i= M - 1 . - l - --.. , --- NOTE: 1. STREET CENTERLINE STATIONS SHOWN ARE PER CITY OF SAN MARCOS IMPROVEMENT PLANS FOR SAN MARCOS TRACT NO. 316, "THE LAURELS', CITY DWG. NO. 2503. 2. SEE CITY OF SAN MARCOS CIP NO. 274, DWG. NO. IP-4693 FOR PROPOSED ROADWAY MODIFICATIONS. SAN DIEGO COUNTY WATER AUTHORITY REVIEWED BY (;U,it«An,J /)_J-//pu-''=-==----- WILLIW J. ROSE 5[L@5_ DIRECTOR OF RIGHT OF WAY VALID FOR 16 MONTHS FROM DATE OF SIGNATURE EASEMENT INFORMATION @ 50' SDCWA R/W REC. 6-23-70 AS FILE NO. 106656 ® 60' SDCWA R/W REC. 12-19-58 BOOK 7446, PAGE 252 © 75' SDCWA R/W REC. 10-31-58 BOOK 7330 PAGE 138 ' r DATE HGL 732 C-5 1----1--1--------'-------l--+--1-----1-----1 I sH8EET I c1TY oF CARLSBAD ~o ;::::=::::::'...:::::==E=NG=l=NE=E=R=IN=G=D=E=P=AR=TM=:EN=T===..'.:::~:::====: SAN MARCOS BOULEVARD TRANSMISSION MAIN PLAN AND PROFILE STA. 46+00.00 TO ST A. 49+25.67 APPR.QVED WILLIAM E~IJ!~ER f---+--!-11~,4~5!'-8,~t/,~1/L=!:.T=-;:-;:-::::-:-:c:--:=-c:c-cc::-::-:-:----+---ll---~=d----l kft/~~ ~ •• ~.., _. c-_, _ric FILL 21" PIPE WITH SAND SLURRY 6/22/v. DEPUTY CITY ENGINEE 'PE 28176 EXP. 3/31/06 DATE 1 1u,v1seD Nores G/~/o5 ,u .. ~ ~~~g Bi~; ~E I p3956°. I 425~N1. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL C 00 :e 0 G) 'Tl .s::i. I\) I\) 0 C/1 ~ SAN DIEGO COUNTY WATER AUTHORITY REVIEWED BY----~~~~~~----- WILLIAM J. ROSE DIRECTOR OF RIGHT OF WAY VALID FOR 18 MONTHS FROM DATE OF SIGNATURE EXISTING 36" FLG BUTTERFLY VALVE EXISTING 36"x36"x30" FLG WELDED STEEL TEE EXISTING 36" FLG BUTTERFLY VALVE EXISTING 36"x36"x30" FLG WELDED STEEL TEE EXISTING 36" CML&C STEEL PIPE DATE EXISTING 36" CML&C STEEL PIPE PLAN PRIOR TO PRESSURE TESTING REMOVE EXISTING BLIND FLG AND CONCRETE THRUST BLOCK, INSTALL 36"x30" FLG CML&C STEEL ECCENTRIC REDUCER (TOP FLAT). WAX TAPE COAT REDUCER AND FLANGES SEE SHEET CP-1 FOR CORROSION, PROTECTION REQUIREMENTS PLAN AF I EA PRESSURE TESTING CONNECTION AT STA. 10+00.00 E !t N " R. $ 0 "' • 'O <O ~ ~ i----------,---------, 0 ® Underground CONTRACTOR SHALL NOTIFY 'b Service Alert UNDERGROUND SERVICE ALERT A -Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ,;;-1-aoo-227_2800 BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES SCALE: 3/8" ., 1'-0" CITY OF SAN MARCOS RECOMMENDED FOR APPROVAL PPROVED FOR CONSTRUC 10'-0" MIN. 10'-0" MIN. 30" CML/TW/CMC WELDED STEEL PIPE, SEE SHEET C-1 FOR CONTINUATION 30" TEMPORARY STEEL DISHED HEAD WITH 6" FLANGED OUTLET REMOVE TEMPORARY STEEL DISHED HEAD AND OUTLET. CONNECT TO STEEL PIPE WITH 30" BUTT-STRAP PER DETAIL W ~ 30" CML/TW/CMC FLGxWELDED STEEL SPOOL (0.20" MIN. PLATE THICKNESS) NEW 6" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W11-A ··: -'.·,, ". ,," ._:.-_<:·.-/, ,_. __ ' .-.,./> __ 1 ,-_ 30" CML/TW/CMC WELDED STEEL PIPE, SEE SHEET C-5 FOR CONTINUATION I 30" TEMPORARY STEEL I DISHED HEAD WITH 6" : z\2'/, ~\/" FLANGED OUTLET I '~h'/,,~"-:: _._ - --..... I I I I I ' I I I ABANDON IN PLACE EXISTING 21" STEEL WATERLINE.---.-._ (FILL WITH SAND SLURRY) ,:I,. 30' CML/TW/CMC STEEL PIPE (0.20" MIN. PLATE THICKNESS) TYP. SEE SHEET CP-1 FOR CORROSION PROTECTION REQUIREMENTS REMOVE TEMPORARY STEEL DISHED HEAD AND OUTLET. CONNECT TO STEEL PIPE WITH 30" BUTT-STRAP PER DETAIL W '87 ! \ -¥----1-t ~ I / " -_._ •. :. .. ~: . ~ PROVIDE CONCRETE PLUG AFTER FILLING 21'' PIPE WITH SAND SLURRY J:. ~ , • , A . . • . . ,',>j--l--------.---,-·: 'f "[· I . I I I I I I I I I I I I STA. 49+13.67 z 'i C) z j::: Ill X w 0 z < it' a: _, w w if>-, -----'-~ "'~~1 .. ~<?--\~\ . I->- Ill ;;j 0 ::I! .Id uJ J Ill ::I! Ill o< RECORD DRAWINGS APPROVED BY I I I I I I I I I . I I 1· I I --EXISTING 21" CML&C STEEL PIPE I [ EXISTING 6" BLOWOFF I -ASSEMBLY I I -~-1nlr. \/ll--'r ~11-- -I I I I -I , C ·-----, --.L--11----L--------.·' ··.1 ! ·-~·-~-·~~ =~'"-··-~-------~-~··-·---~~· -·-~-· -··r ·------J ·-1· ~~ ot:• I ~=i=t:J I I ---_J ·I ' I I 0 :--1 --EXISTING CMWD PRESSURE SUSTAINING VALVE VAULT PLAN PER CITY OF CARLSBAD DWG. N 0. D-7692 PRIOR TO PRESSURE TESTING 30" CML/TW/CMC STEEL 90° ELBOW PER SPECIFICATION NO. 15061, EXCEPT THAT MINIMUM 11R11=-2D 30"x21' CML/TW/CMC-r-<-t STEEL ECCENTRIC I REDUCER (TOP FLAT) I 21' FLGxPE I CML/TW/CMC STEEL PIPE (0.20" MIN. PLATE THICKNESS) • . -. NEW 6' BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W11-A .. ,-- STA. 49+23.00 • LL -LL "' 0 C) 3: zo j::: ii! Ill x• w co ~ 0 :2 ~ 0 z < I-::, ~ < Ill I INSULATING FLANGE KIT-~~j~f=~~~S~T~A~. ~4~9+±.2~5~,6~7'...__-:-;~-i ANO 4-WIRE CORROSION I I +I TEST STATION PER ! o DETAIL W I I -:,. ~ ! ....... ,· L ·f--~ ·;-· .. L. . -~ ,· -;;·:i I j ---. -I VERIFY PRIOR TO ! E=-----I FABRICATION) . ' f ·;1;_L i : _J. • i \;tJ-t--·-- - I (o-=t=· g d, PLAN AFTER PRESSURE TESTING CONNECTION AT END CONSTRUCTION SCALE: 3/8' ~ 1 '-0" C-6 l------t--+-----------+-<---t----+---+---+---l I sH9EET I c1rY oF CARLSBAD ~o ENGINEERING DEPARTMENT ~ ::=='--'================::::::::::::::=::::...::==~ AS BUILT FILL 21" PIPE WITH SAND SLURRY AND 6 22 05 SAN MARCOS BOULEVARD TRANSMISSION MAIN DOMESTIC WATER CONNECTION DETAILS APPR VED ~ILLIAM 7-UMMER ~L~l1•>YJ ~~M DEPUTY CITY ENGINEER PE 28176 EXP. 3 31 06 DA TE Consulting Engineers 5650 El Camino Real, Suite 155 Carlsbad, CA 92008 (760) 433-8710 dv~ '&:n1WE<=----Llz.:.2~~.Ja ~1a I CONCRETE PLUG . DATE 1Nl11AL DATE INITIAL DATE INl11AL DWN BY: CADD PROJECT NO. I DRAWING NO. WILLIAM E. PLUMMER R.C.E. 28176 DA TE DEPUTY CITY ENGINEER EXP. 3/31/06 ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL CHKD BY: MJR 3956 425-1 RVWD BY: DGS '-----':.....::......::.....c..... __ ,c_.:....:...::.....::.._-=., ~ T~~=~:l',l ~vs FOR FURTHER INFORMATION. IL-___ ___;;,;_;..;;;.._;;.~--'---------'--------...;..,-------------------------------------------------------------------------------------------------------------------' . -,,--.. , -" 060806 l -----·-·--~ I! E ~ ... "' z -$ 0 ~ " i 0 PROPOSED AC PAVEMENT AND BASE, SEE NOTE J EXISTING AC PAVEMENT ANO BASE 6'' TYP. T!rf~c/1 t?.esroR.ATlf7N PA'ftnfNT LIMIT "' 2 X 0 z ~ "' z 2 ~ a: 4• CAV PIPE, SEE SHEET C-5 ~--,,,.-,-:+-DOMESTIC WATER 1.0. TAPE ..... ·:, :-. .-. '. :.c,·_ .. •.~,-,· ... 12" MIN. 24" MAX. . -.'·. . . IMPORTED SAND b I ;,,, NOTES•• ,.-':L~~~-,,-~-~-~/ -...___ .. --'.,----~~---~.,.,.--"--------..-~------------ 1. THE UPPER THREE FEET (31 ) OF ANY TRENCH OF EXCAVATION WITHIN THE ULTIMATE· PAVED AREAS SHALL BE COMPACTED TO A MINIMUM NINETY-FIVE PERCENT (95%) OF RELATIVE DENSITY. THIS REQUIREMENT APPLIES TO BACKFILL, AGGREGATE BASE ANO ASPHALT' CONCRETE: . . . ·2.· SEE SPECIFICATIONS FOR PLACEMENli OF BACKFILL IN PIPE ZONE. ,., '. -.. < .. . 3. MINIMUM PAVEMENT SECTION REPLACEMENT SHALL BE BASED ON 8" AC PAVEMENT OVER 22" CLASS 2 AGGREGATE BASE.I AREAS OF THICKER AC l'AVEMENT THlCKNESS : SHALL _BE REPLACED WITH EXISTING tHICKNESS, PLlJS i-lNCH.-- 4. TRENCH SAWCUT REPAIRS SHALL OCCUR SUCH THAT THE JOINT LINE SHALL NOT OCCUR-WITHIN TRAVEL•LOAO ZONE ('J:IRE PATH). JOINTS SHALL OCCUR WITHIN MIDDLE OF TRAVEL LANES AND SHALL NOT OCCUR WITHIN BIKE LANES. 5. EXISTING PAVEMENT SHALL BE CUT WITH A CONCRETE SAW IN A SQUARE OR RECTANGULAR SECTION ANO REMOVED SO AS NOT TO TEAR, BULGE OR DISPLACE THE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE WHERE POSSIBLE. 6. A BINDER OR ASPHALT EMULSION TACK SHALL BE APPLIED TO ALL CONTACT SURFACES PRIOR TO RESURFACING. TYPICAL·TRENCH SECTION NOT TO SCALE ITY OF SAN MARCOS ~---------...----------. 0 ® Underground CONTRACTOR SHALL NOTIFY ~ Setvlce Alert UNDERGROUND SERVICE ALERT A -Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO .,;-1-«J0.227-2800 BEGINNING ANY CONSTRUCTION u TWO WORKING OAVS WORK. SEE GENERAL NOTES NOTE: EXISTING STORM DRAIN CULVERT SPRING LINE OF EXISTING CULVERT NEW STEEL DOMESTIC WATER MAIN 1-SACK CEMENT SLURRY 1. SLURRY BACKFILL SHALL EXTEND TO BOTTOM {NATIVE SOIL) OF DOMESTIC WATER MAIN TRENCH. 6" 2-2· CA V PER CITY OF V - CARLSBAD STD. OWG . NO. W-7A 2'-0,. JO" FLG BUTTERFLY VALVE, INSTALLATION SHALL BE SIMILAR TO CITY OF CARLSBAD DWG. NO. W16 (FOR STEEL PIPE) ALIGN VALVE SO THAT OPERATOR NUT SHALL BE TOWARD STREET CENTERLINE z "' 3' >o -' X < (I) > (I) ~ -<u, .... z z a: o< "' -..J I-I-Q. I-< ::, I-z a, (I) 0 NEW 30" CML/TW/CMC STEEL WATERLINE 6' BLOWOFF ASSEMBLY PER CITY OF CARLSBAD STD. OWG. NO. W11-A SLURRY BACKFILL UNDER STORM DRAIN BUTTERFLY VALVE INSTALLATION NOT TO SCALE ON I Df1NIE' BOYLE Et1GIJ1EEl(INCI •-·· . ---. ,, Consulting Engineers 5650 El Camino Rea~ Suite 155 Carlsbad, CA 92008 (760) 433-8710 SCALE: 1/2" -1•-0• AC 8-4!l·4iJ(lcJ ---,,-'~,._8,4.f'E CtE/l#cJK ,.fcCYCLEP ---~ If' .. .. ~---~ ....... . --.. ! -,:· .,. " ·-. ~ ' . ;, .. ,,.. -' . ' . 0 -·~. --' V • • . -· . . .. ••'••·• •. . ,-. ., ~ ·•• .. • .. ,. RECORD DRAWINGS APPROVED BY _,a/~r-~---12 <1 tl.=L.tL. WILLIAM E. PLUMMER R.C.E. 28176 DATE DEPUTY CITY ENGINEER EXP. 3/31/06 ' lz'\ ,4,5 /JU/IT ' 11\ REVISE TYPICAL TRENCH SECTION I DATE INITIAL ' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL 1i/JZ]05 DATE INITIAL CITY APPROVAL', [j[] 0 CITY (' ~ ,... z 0. 59212 "' .. 6/YJ/07 l;: -jl( ~it' C/V\\. 'f#;~ a,-C).1.1~ OF CARLSBAD ENGINEERING DEPARTMENT SAN MARCOS BOULEVARD TRANSMISSION MAIN MISCELLANEOUS DETAILS C-7 ~ 0 APP~M~ ~ . ~~ £.-.r-M.. DEPUTY CITY ENGi EER PE 28176 EXP. 3/317os DATE DWN BY: CADO I PROJECT NO. I DRAWING NO. CHKD BY: MJR 3956 RVWD BY: DGS 425-1 -" BEFORE vou DIG FOR FURTHER INFORMATION. IL-______ .;_..;__._ ________ ...... _______________________________________________________________________________________________________________________________ __, 1060806 l ,': E "-N "' ;; ~ ~ i ~ 'O I 0 'I CEMENT MORTAR PLACED IN FIELD FIELD APPLIED SOLID MASTIC TAPE, 1-1/2" SQUARE, POL YKEN 939 OR APPROVED EQUAL (TYP.) FIELD APPLIED PRIMER (TYP.) FIELD APPLIED TAPE WRAP WITH 50" OVERLAP, POL YKEN 932-50 OR APPROVED EQUAL (TYP.) 2'x4'x13 Ga. W.W.M. FIELD APPLIED TAPE WRAP WITH 50" OVERLAP CUT IN STRIPS TO COVER HALF COUPLING, POL YKEN 932-50 OR APPROVED EQUAL (TYP.) 5' EXTRA HEAVY HALF COUPLING (THREADED) 3' MIN. SHOP APPLIED TAPE WRAP OVERLAP (TYP.) SHOP APPLIED TAPE WRAP "' 1--V) <C V) _, "' 0. z _, "' "'2 "' :c I-I- V) FIELD APPLIED TAPE WRAP WITH 50" OVERLAP, POL YKEN 932-50 OR APPROVED EQUAL (TYP.) FIELD APPLIED PRIMER (TYP.) SHOP APPLIED TAPE WRAP 2"x4'x13 Ga. W.W.M. SEE NOTE 4 ----~ HANDHOLE DETAIL 2"x4'x13 Ga. W.W.M. N. T.S. CEMENT MORTAR PLACED IN FIELD CEMENT MORTAR PLACED IN FIELD OUTSIDE WELD (/}---TT-< WELD IN FIELD (TYP) '1t11 MIN 3' MIN. OVERLAP (TYP.) SHOP APPLIED TAPE WRAP NOTES: :-_I "' 1--V) <C V) _, "' 0. z _, "' "'2 ~~ V) ................... µ:= ····························· ········· ··~····. . ........... . ••·······•··•·····•······•·····•··· ...•• z ..•...•...••....•..... ··················•·····•··· . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................ . 2" MIN CEMENT MORTAR PLACED IN FIELD GAP VARIES 6" MIN/10' MAX TYPICAL SECTION N.T.S. 2' MIN _Ji 7 1) BUTT-STRAPS TO BE FURNISHED IN TWO PIECES ANO SHIPPED LOOSE FOR FIELD JOINING. (BACKING PLATE SHALL BE 1/4' THICKx1' WIDE) 4) WELD PLUG TO COUPLING. PREPARE SURFACE OF COUPLING AND WELD AREA TO RECEIVE FIELD TAPE WRAP IN ACCORDANCE WITH AWWA C209. 2) 14-INCH MAXIMUM LENGTH OF BUTT-STRAP FOR FIELD CLOSING SECTION. 3) FOR PIPING 12-INCH IN DIAMETER AND SMALLER, ONE HANDHOLE IS REQUIRED PER PER EACH BUTT-STRAP JOINT. FOR PIPING 14-INCH IN DIAMETER THROUGH 24-INCH IN DIAMETER, TWO HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT (HANDHOLES SHALL BE LOCATED 120° APART) FOR PIPING JO-INCH IN OIAMTER, FOUR HANOHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT. 5) THE ABOVE DETAILS ARE SCHEMATIC IN NATURE AND ARE PRESENTED HERE TO CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL BE NO AIR POCKETS UNDER FIELD APPLIED TAPE WRAPS. BUTT STRAP JOINT WITH TAPE WRAP AND MORTAR COATING NOT TO SCALE CITY OF SAN MARCOS C9 DANIEi BOYLE ENCilNEERINCi ., ·' ', . ' ~1----------,----------, ,,00 ® Underground CONTRACTOR SHALL NOTIFY • !-•·• ', C:,, -~---•· ., .,:•.::.c,. • _·,--, Service Alert UNDERGROUND SERVICE ALERT A ~ Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ;,;-1-800-2Z7_2800 BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES Consulting Engineers 5650 El camino Real, Suite 155 Carlsbad,CA 92008 (760)433-8710 . RECORD DRAWINGS APPROVED BY NOTES: CJP CJP >-----:~---' 1/a' MAX. 1/s" MAX. - 2'-0' MIN. (TYP.) • 1 1) GRIND EXTERIOR WELD SEAMS FLUSH THE FULL LENGTH OF THE PIPE. GRIND INTERIOR WELD SEAMS 4" MIN. FROM CYLINDER END AT INSIDE OF BELL. 2) ALL SHOP SEAMS TO BE DOUBLE BUTT WELDED. 3) PERFORM AT LEAST ONE IMPACT TEST AND ONE SET OF WELDING TEST AS DESCRIBED IN AWWA C200 FOR EVERY 3,000 FEET OF SPIRAL SEAM WELD. 4) SHOP PRIME EXTERIOR HOLD BACKS WITH TAPE PRIMER EXCEPT THE PIPE ENO EDGES. 5) PROVIDE STULLING PER SPECIFICATIONS. STULLS SHALL REMAIN IN PLACE WHILE PIPE IS LOADED, TRANSPORTED, UNLOADED, INSTALLED AND BACKFILLED AT THE JOBSITE. CYLINDER FABRICATION NOT TO SCALE DOUBLE-PASS OUTSIDE WELD 9' HOLD CMC (TYP.) 6' HOLD TAPE 3" MIN. 2-1/2" MIN. 14 GA. WIRE MIN. AT 1-1/2" CENTER TO CENTER MAX. 3-1/2" HOLD CML 2-1/2' NOM. LAP OVERLAP (TYP.) OVERLAP FIELD APPLIED TAPE WRAP WITH 50" OVERLAP, POL YKEN 932-50 OR APPROVED EQUAL (TYP.) SHOP APPLIED TAPE WRAP (TYP.) ..... WELD IN FIELD >--.-,----E{) 11t· MIN CEMENT MORTAR PLACED IN FIELD CEMENT-MORTAR LINING . . . . . . .... • • • JL CEMENT-MORTAR PLACED IN FIELD • LAP-WELDED SUP JOINT N. T.S. NOTES FOR WELDED JOINTS: FIELD APPLIED PRIMER (TYP.) . . . . . . . . . . . • • • . ..... . • • tj _, <C z ~ z :,...,. ·I . •.. -----=l "' 1--V) <C V) _, "' 0. z _, "' "'2 "' :c I-I- V) 1) ALL WELDED JOINTS SHALL BE DOUBLEPASS WELDED ON THE OUTSIDE OR INSIDE OF THE PIPE (CONTRACTOR'S OPTION). 2) WHEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR SHALL USE THE LAP-WELDED SLIP JOINT. 3) THE LAP-WELD DETAIL IS SCHEMATIC IN NATURE AND IS PRESENTED HERE TO CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHAL BE NO AIR POCKETS UNDER FIELD APPLIED TAPE WRAP. lYPICAL WELDED JOINTS WITH TAPE WRAP AND MORTAR COATING NOT TO SCALE uTI 1 ,J);,Jt C/V\\. ~" ~ Cl>!-\~ CITY OF CARLSBAD ENGINEERING DEPARTh1ENT C-8 LZQJ 0 SAN MARCOS BOULEVARD --TRANSMISSION MAIN -- STEEL PIPE DETAILS APPROVED WILL~ PLUMMER d,,~-, ~t"•·••Y,., C-.~-A.( ,/4,?~ ;,:Hl:f4mk1, DEPUTY CITY ENGINEER PE 28176 EXP. 3/31 /06 DATE 1..2-Jo-10 /1\ 45 8/JILT DWN BY: CADD I PROJECT NO. I ORA WING NO. ' DATE INlllAl DATE INlllAL DATE INlllAL WILLIAM E. PLUMMER R.C.E. 28176 DATE REVISION DESCRIPTION CHKD BY: MJR 3956 DEPUTY CITY ENGINEER EXP. 3/31/06 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: DGS 425-1 ~ r~,:~~ g~vs FOR FURTHER INFORMATION. ,:._ ____ ...;...;_.;;.;,.;;..;.... ...... ________ __._ _______________________________________________________________________________________________________________________________ __. I! ' I I I I EXISTING 36" CML&C STEEL PIPE--~ EXISTING CONCRETE COLLAR------~ EXISTING 36" CML&C STEEL PIPE---~ l~~---l I ,\"· "-1'-\ \ -1J£_\ :;i;\ 3 AIR RELEASE VAL VE (TYP 5) SEE~ v NEW JO" STEEL PIPELINE CML&TW (APPROX 3,900 FT) ~-36"X30" FLANGE STEEL ECCENTRIC REDUCER (WAX TAPE WRAPPED) ~-BLOWOFF ASSEMBLY (TYP 4) SEEW 30" BFV (STA 19+61) v SEE GENERAL CP NOTE 5 BURIED IN SULA TING FLANGE ,.l,!..J----3'1 SEE EB@ I LEGEND INSULATING FLA.NGE CTS 2-W CTS WITH ANODES INSULATING FLANGE I ( -\_l'I 'i _ __J ·11:1 l li]n----~-c_T~1- Ex1sT1NG 36"X36"X30" FLG WELDED STEEL TEE _j NEW 30" CML&TW STEEL PIPE * T ? AIR RELEASE VALVE SEE DETAIL 7, CP-2 BLOWOFF ASSEMBLY SEE DETAIL 8, CP-2 VALVE 30 3 ~-BOND IN-LINE VALVES (TYP 2 PLS) SEE W ~-30" BFV (STA 33+67) v SEE GENERAL CP NOTE 5 6" BLOWOFF EXISTING 36" BUTTERFLY VALVE (TYP)--~ '-------6" BLOWOFF BOND WIRES OR TEST LEADS CML&TW CEMENT MORTAR LINED, & TAPE WRAPPED & MORTAR OVER COATED STEEL PIPE 30" SAN MARCOS BLVD TRANSMISSION MAIN CATHODIC PROTECTION SITE PLAN 15' 1-------------10• (MIN)--------------1 SIDEWALK PROTECT IN PLACE OR REMOVE AND SEE GEN NOTE REPLACE IN KIND 7 ~---+---'\,-~~~~ I_~ c:./ L --" \ ~------'\,~~~~ CURB AND GUTTER PROTECT IN PLACE OR REMOVE AND CONCRETE PAD -REPLACE IN KIND CONCRETE TEST BOX r=u .30" CML&TW R/W I : I I I I 12' SEE WIRING DIAGRAM V SIDEWALK 12" TO SECOND ANODE -2-No.8HMWPE-- PIPE LEAD WIRES i' ____ .-----No. 12 THWN ANODE LEAD ,----24" MIN. WIRE LOOP ~-48 LBS. PREPACKAGED MAGNESIUM ANODE SEE DETAIL @ NOTE: WARNING TAPE 24" 2" PVC CONDUIT 17 I I L 30" CML&TW 1. SEE GENERAL CP NOTES No. 3 AND No. 4. 2-WIRE CTS W/2 ANODES NTS WELDED AND TAPED PIPE JOINT PLACE WELDS AT PIPE JOINTS UNDER P.E. TAPE. USE FILLER TO ELIMINATE AIR GAPS UNDER TAPE. 24" MIN. WIRf LOOP ALUMINO-THERMIC WELD (TYP). SEE DETAIL~ ~ ED CITY OF SAN MARCOS @ Undergr01Jnd Service Alert Calh TOLL FREE 1--800-227-2600 TWO WORICNG DAYI BEfQAIIYOUDlfl CONTRACTOR $HALL NOTFY UNDERGROUND SERVICE AlEIIT, A MMIJY 0, 'I HOURS l'RlOR~O BEGINNING NiY CONSTRUCT WORK. $El GENERAL NOTE FOR FURTHER INFClRMA TION. APPROVED FOR CONS1RU9 c~tltl,-~-To TEST STATION. FOR CTS WIRING AND MOUNTI@ DETAIL INSULATING MATERIALS: GASKET -TYPE "E" G10 W/ RECT. 0-RING SLE.:VE -G 1 0 GLASS WASHER -G10 GLASS 82 INSULATING SLEEVE A 1 A2 Bl (FULL LENGTH) THREADED STUD (2 PLS) (J6~~ ~ttts~~2 &PL~~T ~{@@ INSULATING WASHER ____ _./ (BOTH SIDES) INSULATING GASKET (TYPE E~FULL FACE) NOTES: (NEW PIPES) EAST OR NORTH EXTERNAL PETROLATUM WAX TAPE WRAP SEE SPECIFICATION SECTION 16640. ~-ALUMINO-THERMIC WELD. (TYP) SEE DETAIL (6\ v (EXIST PIPES) WEST OR SOUTH 1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU~FLANGE BOLTS OR STUDS. 2. WIRE WELDS CAN BE ATTACHED TO EDGE OF FLANGE OR PIPE CYLINDER. BURIED INSULATING FLANGE Proj: 043656 NTS CONSULTANTS, INC. 8291 Aero Place Suite 110 San Diego, CA 92123 (858) 576-0226 CD RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER / CTS *6 R.C.E. 28176 DATE EXP. 3/31/06 4-W INSULATING FLANGE CTS (TYP 2) SEE DETAIL EB GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATION SECTION 16640. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. AT-GRADE CORROSION TEST STATIONS: A. TEST BOXES SHALL BE LOCATED AT EDGE OF RIGHT-OF-WAY. TEST LOCATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES. B. USE CHRISTY G5 TEST BOX. C. PROVIDE 24" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. NO ROCK, GRAVEL, OR SAND. E. INSTALL REINFORCED CONCRETE PAD (24" SQ, x 4" THICK) AROUND TEST BOXES IN UNPAVED AREAS. No. 4 REBAR FOUR PLACES. F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS. STAMPED WITH 1/4" CHARACTERS. TAGS SHALL IDENTIFY OWNER, SERVICE, SIZE AND MATERIAL. ATTACH TAGS WITH No. 14 BARE COPPER WIRE. 4. ANODE INSTALLATION NOTES: A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION SECTION 16640. 8. INSTALL ANODES 10' (MIN) OFF PIPE. IF 10' OFFSET IS NOT POSSIBLE, CONSULT ENGINEER. C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE. 5. BURIED MECHANICAL JOINTS, i.e., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES MUST BE BONDED AND WAX TAPPED PER DETAIL J ON SHEET CP-2. 6. ALL BURIED, STEEL OR IRON, i.e. FLANGES, VALVES, COUPLINGS, ETC. SHALL BE WRAPPED WITH PETROLATUM WAX TAPE PER AWWA C217 AND SPECIFICATION SECTION 16640. 7. NO WIRE OR CABLE SPLICES ARE PERMITTED. 8. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET CP-2, DETAIL 6. ATTACH 1 WIRE PER ALUMINO-THERMIC WELO. ALL WELDS MUST BE SEPARATEO BY J" MINIMUM. 9. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUil T" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 10. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR INSPECTION OR TESTING OF CORROSION CONTROL INSTALLATION AT THE FOLLOWING POINTS (SEE SECTION 16640 PART 4 FOR TESTING AND INSPECTION REQUIREMENTS). A. AT PRE-ASSEMBLY OF INSULATING FLANGE KITS (GREATER THAN 20"). 8. AT INSTALLATION OF INSULATING FLANGES IN THE DITCH. C. AT THE COMPLETION OF PIPE INSTALLATION WITH ALL TEST WIRES A TT ACHED PRIOR TO CONTINUITY TESTING. D. AT THE COMPLETION OF WAX TAPE APPLICATIONS. E. AT INSTALLATION OF FIRST ANODE BED. F. AT THE COMPLETION OF ALL CP FACILITIES FOR FINAL INSPECTION AND ACTIVATION. TABLE 1-CORROSION TEST STATIONS CORROSION TEST PIPELINE CTS REFERENCED STATION STA TYPE DETAIL & SHEET 1 10+00 4-W INS 2/CP-1 2 19+62 2-W ANODE 1/CP-1 3 25+70 2-W ANODE 1/CP-1 4 33+61 2-W ANODE 1/CP-1 5 41+4D 2-W ANODE 1/CP-1 6 49+25 4-W INS 2/CP-1 CP-1 1----------l~ 1------------je---·=-----+--·---= ,_ ,_____ _ _,I._==~' =c=rT=Y==o F::::::::::c=A=R=LS=B=A=D=-=I =o=I ~ ENGINEERING DEPARTMENT 1 ,4$ IJI./IL T --.. I----+--- DATE !N111AL ENGINEER OF WORK REVISION DESCRIPTION OAT[ INH!Al DATE INlTlAl OTHER APPROVAL Cl TY APPROVAL OWN BY: GPM PROJECT NO. I DRAWING NO. CHKD BY: STT 3956 425-1 RVWD BY: EAD I CONCRETE TEST BOX SEE DETAILEB CONCRETE PAD 24" SO. x 4" THICK IN UNPAVED AREA ONLY 2" 24" MIN. SLACK~ WIRE IN BOX (TYP ALL WIRES) 2-No. 8 HMWPE _ _, PIPE LEAD WIRES A1 A2 NATIVE SOIL I--P-----2 No12 THWN ANODE LEAD WIRES CMW 30 W 114 .. CML&TW I BRASS TAG NOTES: EXAMPLE 1. SEE GENERAL CP NOTE No. 3. 2. 10 TAGS SHALL IDENTIFY OWNER, PIPE SERVICE, SIZE ANO MATERIAL. WITH 1 / 4" CHARACTERS. SEE EXAMPLE STAMP. 3. BRASS TAGS NOT REQUIRED ON ANODE WIRES. 2 ANODE CTS WIRING DIAGRAM N.T.S. ANODE LEAD No. 12 AWG WITH T)HWN INSULATION (WHITE • HEAT SHRINKABLE SLEEVE SILVER SOLDER OR BRAZE CONNECTION SPECIAL BACKFILL CLOTH BAG CD GALVANIZED STEEL CORE. MAGNESIUM INGOT ( 48 LBS) MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weight % AJ .01 Max Mn 0.05 to 1.3 Zn 0.002 Max Cu 0.02 Max Ni 0.001 Max Fe 0.03 Max $i 0.05 Max Other 0.05 each Max and 0.3 Total Max NOTE: 1. SEE SPECIFICATIONS SECTION 16640 FOR ANODE SOAKING INSTALLATION REQUIREMENTS. Mg Balance SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE MAGNESIUM ANODE NTS ED CITY OF SAN MARCOS 6"---j CONCRETE TEST BOX SEE EB CONCRETE PAD 2" I IN UNPAVED AREA ONLY 2" No. 4 REBAR (ALL 4 SIDES) -----24" MIN SLACK (TYP) G"t--~-1-1/2" DIA. 18 GA. k:,;,;,,----Ff--+-1-----,=-i BRASS TAG (TYP.) '0_ SEE EXAMPLE AND ~ NOTES BELOW NATIVE SOIL tf>------~----No 6 HMWPE (EXIST CML&C PIPE) -----------------No 8 HMWPE (NEW CML&TW PIPE) A A2 B 82 1/4" t CMW 30 W CML&TW ES BRASS TAG NOTES: EXAMPLE 1. SEE GENERAL CP NOTE No. 3 ON CP-1. 2. ID TAGS SHALL IDENTIFY PIPE OWNER, SERVICE, SIZE, MATERIAL, AND COMPASS DIRECTION AT INSULATING FLANGE WITH 1/4" CHARACTERS. SEE EXAMPLE STAMP. 4-WIRE INSULATING FLANGE CTS NTS CD STEP 1 STEP 2 <.C!J> < FILE SURF"ACE TO STRIP INSULATION BRIGHT METAL AND FROM WIRE CLEAN WELD CAP 8111JMINOUS COATJNG STEP 4 REMOVE $lAG FROM CONNECTION ANO TEST. SEE NOTE 3 NOTES: APPLY 2 COATS PRIMER ANO COVER CONNE:CflON WITH PRE-FORMED WELD CAP STEP 3 HANDLE GRAPHITE COVER STARTING POWDER METAL POWDER METAL DISC -GRAPHITE MOLD CABLE HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR, IGNITE STARTING POWDER STEP 6 COAT WITH A BITUMINOUS COMPOUND AND$££ NOT£ 4 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 3 INCHES APART, MINIMUM. 3. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE -WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. 4. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) WITHIN A 3-INCH RADIUS OF WELD SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP. 5. APPLY A GENEROUS COAT OF BITUMEN OVER WELD CAP AND EXPOSED METAL UP TO 3-INCHES BEYOND CAP. ALUMINO-THERMIC WELD NTS CD RECOMMENDED FOR AP~.QYAL APPROVED FOR CONSlRU\;TION CONSULTANTS, INC. ® Underground Service Alert Cal~ TOLL FREE 1-000-227-2600 TWOWORKMDAYI Bl;FQRIYOUDIG CONTRACTOR SHALL NOTIFY UNDERGROUND ScRVICE ALERT /lj MINIMJhl OF •a HOURS PRIOR TO BEGINNIN(l MN CONSTRUCTION WORI<. see GE~RAL NOTES . FOR NlT!iER INFORMATION. Proj: 043858 8291 Aero Ploce Suite 110 Son Diego, CA 92123 (858) 576-0226 GRADE RECORD DRAWINGS APPROVED BY CONCRETE THRUST BLOCK COUPLING NOTES: 6 - 2-No 4 HMWPE (TYP )----;" I~ CML&TW PIPE ALUMINO-THERMIC WELD SEEEB ~ BUTTERFLY VALVE FLANGE 1. WELDS CAN BE MADE TO PIPE CYLINDER OR OUTSIDE SURFACE OF FLANGE. 2. WIRE CONNECTION TO COUPLING FOLLOWER CAN BE BRAZED. IN~UNE VALVE BOND NTS VALVE ENCLOSURE VACUUM VALVE WAX TAPE (TYP) 4" DIP ANO 1, ELBOW i • . i • • 'r .. :. 4" C-900 PVC PIPE NOTES: WAX TAPE (TYP)-~~ 30" CML&TW ___/ 1. SEE CITY OF CARLSBAD STANDARD DRAWING NO. W33. CD STEEL 2. POLYETHYLENE WRAP SHALL EXTEND UP TO THE PVC PIPE. 4" AIR RELEASE VALVE NTS CD WAX TAPE VALVE. CAST IRON TRAFFIC COVER MARKED "CP TEST" CONCRETE BODY RATED FOR OCCASIONAL TRAFFIC CHRISTY G5 COVER WEIGHT: BODY WEIGHT: 10 LBS. 61 LBS. CONCRETE TEST BOX NTS 11-3/8" 12" ED , I I I I I SEE GEN. CP NOTE 6.-~ POLYETHYLENE WRAP. SEE NOTE 2 BELOW.-~ I ' I 30" CML&TW SINGLE WIRE (No.6) BOND SIMILAR TO DETAIL EB NOTES: 6" CML&C STEEL PIPE I I I I I I I I I I I I I I / I ------------/ I j;j---------'------...=c-c::--=-=--=--c-cc-c=-=--=.;..--' ,' 14--__ -_-_-::, __ ::-:_:-::_-::,_ =,_ -=-=-=-=--=-=-=-"'--=-=-=-=--=-=-=--=---, ~-INSTALL INSULATING FLANGE-KIT WITHOUT TEST WIRES OR TEST STATION. FOR INSL. MATERIALS SEE @ / / 1. SEE CITY OF CARLSBAD STANDARD DRAWING NO. Wl 1-A. 2. POLYETHYLENE WRAP SHALL NOT TO EXTEND PAST INSULATING FLANGE. 3. INSULATING FLANGE SHALL BE TESTED AND ACCEPTED PRIOR TO BURIAL. 6" BLOW-OFF NTS ED CP-2 ~ CITY OF CARLSBAD ~ 1----+---------J--------------1------+----+---+---• L.l.lJ ENGINEERING DEPARTMENT ~ :::::=='..=:::::::::::::::::::::::::::::::::::::::::=:::::::::::::::::==:==-====::::::::: SAN MARCOS BOULEVARO TRANSMISSION MAIN CA THO DIC PROTECTION DETAILS Alu ., ~ ~,, ... :1 '5'-6--()6 APP~,W WILUAM~MMER ~====~====:============================~~====~===~====~===~ DEP lY7ilY ENGINTRiE 28176 EXP. J J1 06 DATE 1 WILLIAM E. PLUMMER R.C.E, 28176 DATE DA TE INITIAL s t7{//l.T DWN BY: GPM PROJECT NO. I DRAWING NO. DATE INITIAL DA TE INITIAL STT REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~C08 ~~: oo 3956 425-1 DEPUTY CITY ENGINEER EXP, 3/31/06 ENGINEER OF WORK 060806 II TRAfflC CONTROL Pt.AN GENERAL NOTES: 1. It is the responsibility of the contractor performing work on o public street to install and maintain the traffic ~ontrol devices as shown herein, as well os any such additional traffic control devices as may be required to insure the sofe movement of traffic and pedestrians throu<3h or around the work area ond provide maximum protection and safety to construction workers. 2. All delineators shall be equipped with reflective band at night time. 3. The contractor shall notify City of Son Marcos Engineering Deportment (760) 744-1050 Ext. 3216 at least ten (10) wor~ing days in advance of implementing any construction detour. 4. All signs, delineotors, barricades. etc. and their installation shall conform to the State of California Standard Specifications latest edition and California Department of Transportation "Manual of Traffic Control, for Construction and Maintenance Work Zones" (latest Edition). and the Work Area Traffic Control Handbook (WATCH, latest Edition). 5. City of San Morcos reserves the right to observe these traffic control plans in use and ta make any necessary ~honges as field conditions warrant. Any changes shall super~eoe these plans. Exact location of all equipment and traffic control devices shall be determine<! by the Engineer. 6. Contractor shall notify Son Diego North County Transit District (760) 966-6500 or any other affected transit services at least five working days prior to construction. 7. All traffic control devices, stripes, markings. legend$ and raised pavement markers shall conform ta Coltran$ Traffic Manual, Maintenance Manual, Standard Plans, and Standard Specifications (most recent edition). 8. All traffic control devices shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary lo preserve their appearance and continuity. 9. All traffic lanes shall have a m,n,mum of 5 feet clearance from open excavations and a minimum of 2 feet from vertical obstructions. Open trench with less than five feet of clearance shall be protected by K-rail barriers/temporary crash cushions installed per Caltrans Standards. 1 O. Contractor shall notify Son Morcos High School (805) 963-4338 Mr. David Hetyonk at least two weeks prior to construction. 11. Contractor shall notify all affected residents and businesses five working doys prior to construction. Notification sholl occur per guidelines outlined in project Specifications. 12. All advanced warning signs shall be equipped with flogs. 13. Traffic signals shall remain in operation with accuated vehicle detection ot oil times. No red-flashing signal operation shall be permitted except during working hours ot night time. No pre-timed phases shall be permitted ot any time. Signal operation during each construction phase shall be coordinated with and approved by the City Engineer. Contractor for San Morcos Bl. Transmission Main Project. is responsible for the restorotion of oil damaged traffic signal loops and detectors. 14. Place additional "LANE CLOSED" (C30) signs on Type II barricades at 150 foot intervals throughout extended work areas in each lone that is closed. Install "OPEN TRENCH" (C27) signs whenever an open excavation area exists adjacent to the traveled way. 15. All temporary traffic control devices shall be removed following compls'tion of each construction stage or1d the permanent traffic control oevices shall be restore<! l:>y the contractor upon completion of project. 16. Contractor shall replace/repair oil damaged striping with temporary striping or raised pavement markers ot end of each working day. 17. Contractor shall comply with the requirements of the American Disability Act Accessibility Guidelines and with the California Accessibility Guidelines as related to pedestrian access and shall maintain pedestrian access at oil times per ADA requirements. Sidewalk closure/detour shall comply with the WATCH standards. 18. Contractor shall cover or remove all conflicting si9ns. 19. Contractor shall post "symbol" uneven lanes. "Steel Plates Ahead" or "Bump" signs. for pavement surface disruptions of 1 /2 in. or greater. Pavement disruptions of 1 in. or greater shall have beveled edge of four(4) horizontal to one(l) vertical. 20. Contractor shall install "CAUTION STEEL PLATES AHEAD" and/or "ROUGH ROAD" signs in advance of steel plate bridging. 21. When steel plates are used, plates must have skid/slip resistant surface. Underground Service Alert Coll: TOlL rREE 1-800-221-2600 TWO WORKING DAYS B£fOR[ YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO 8£GINNING ANY CONSTRUCflON WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. I ' -::=-: --. TRAfflC REQUIREMENTS: The contractor shall maintain the following traffic lone requirements: Son Marcos Bl : Maintain min. one lane of eastbound through traffic during night time working hours, and both lanes eostbound during day time & non-working (non-construction) hours. No interference with westbound through traffic at any time. Acacia Or.: Keep intersection open until work tokes place within the intersection_ Maintain local and emergency acces3 with floggers durin9 intersection work (night lime workin9 hours only). Keep intersection open during day time & non-working hours. View Point Or.: Keep intersection open until work tokes place within the intersection. View Point Or. may be closed at night time working hours when work takes place at the intersection with San Marco'3 Bl. Contractor shall provide advance notification to City of San Morcos Emer9ency Services (72 hours min.) Rancho Santo Ee Rd · Maintain min. one lane of traffic in each direction during working hours (night). Prohibit left turns when in conflict with construction and when left turn visibility is restricted by o~nstn;clion. Working Hours : 8:30 pm -5:30 om All private driveways and side streets shall be kept open at all times except when construction takes place oirectly in front of the driveway/ side street. All open excavations on public streets sholl be back-filled or steel-plated (onti-skid plates) for traffic to the satisfaction of City Engineer outside the working hours. Traffic shall be restored to normal conditions during non-working hours. CITY OF SAN MARCOS RECOMMENDED FOR_APPROVAL APPROVED FOR CONSTRUC N / By; ,Euge R.CE.: Date: -~<• ,t11....J · y Engineer :='-r.':::::-_ Exp.: 3/31/0,: KEY MAP N.T.S. s1-1tET 12 PROPOSED TRANS. MAIN -/. YJEII POINr DR. SIGNS: {ALL SIGNS SHALL BE REFLECTORIZED AND Of' C2 C2(B) C9A Cl .3 STANDARD SIZE. WORK AAfA WAANING SIGNS SHALL BE ORANGE SIGN f'ACE.) ROAD CLOSED BIKE LANE CLOSED FLAGGER SYMBOL END CONSTRUCTION --~- C17 C18 25 MPH CONSTRUCTION ZONE SPEED LIMIT ROAD CONSTRUCTION-AHEAD C19 C20(L/R) C20(B) C27 C30 C.36 W2(L/R) W6 W7 Wl 1 W41 W44 W53 W56 W57(L/R) W63 W65 W74 W79 W79A LEGEND: ROAD CLOSED AHEAD LEFT /RIGHT LANE CLOSED AHEAD BIKE LANE CLOSED AHEAD OPEN TRENCH LANE CLOSED PREPARE TO STOP REVERSE CURVE SIGN (LEFT /RIGHT) ADVISORY SPEED LIMIT SIDE ROAD SIGN PAVEMENT WIDTH TRANSITION SIGN SIGNAL AHEAD TWO-WAY TRAFFIC IN ORANGE NOT A THRU STREET DOUBLE HEAD ARROW SIGN SINGLE HEAD ARROW SIGN ADVANCE SCHOOL SYMBOL SIGN SCHOOL PLATE THRU TRAFFIC MERGE LEFT BICYCLE SYMBOL SIGN SHARE THE ROAD EXISTING SIGN I NEW SIGN l TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE §I ARROW BOARD ---,r--·'i-----..- _ __,,_ SHEET T3 Rl R2 R2-5 R7(L/R) RlO R 11 R13 R16 R17 R18-2 R34 R34-2 R41 R49 R96 R96B(L/R) SR45 TNl TN2 STOP SPEED LIMIT SIGN REOUCED SPEEO AHEAD KEEP LEFT /RIGHT ONE WAY DO NOT ENTER NO TURN ON RED NO RIGHT TURN NO LEFT TURN RIGHT LANE MUST TURN RIGHT NO U-TURN NO LEFT /U TURN RIGHT TURN ONLY NO PED CROSSING, USE CROSSWALK NO PEDESTRIAN SYMBOL SIGN USE CROSSWALK (LEFT/RIGHT) KEEP RIGHT (SUPPLEMENTAL SIGN TO BE MOUNTED ON DELI NEA TOR) TYPE N-1 OBJECT MARKER (YELLOW) TYPE N-2 OBJECT MARKER (RED) SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN RELOCATE BUS STOP : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION ONTROL TRAFFIC C ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 {714)447-6077 RECORD DRAWINGS APPROVED BY -~c_~ 12·3() -L~ /1\ ,48 IJtllt.T DATE INITIAL C2: C2{B): C9A: C13: C17: C18: C19: C20(B): C20(L): WILLIAM E. PLUMMER R.C.E. 28176 DATE DEPUTY CITY ENGINEER EXP. 3/31/06 tNGINEER OF WORK REVISION DESCRIPTION 'SMl<'.£Y.DWG T904-.3 4-20-2005 SHEETS T6/T7 BIKE !ME CLOSED ROAD WORK SPEED LIMIT 25 ROAD CONSTRUCTION AHEAD DATE C20(R): C27: C30: C36: R2-5: R13: R16: R18-2: R96: R968: INITIAL DATE RICH LANE CLOSED AHEAD PREPARE TO STOP: REDIJCEI SPEED AHEAD NO TtJRN ON RED [ffl W6(35): W11{L): W11 {R): W-44: W57: W56: W79: W79A: TN2: {RED) SR45: 14 KEEP =(> RIGHT uTI CITY OF CARLSBAD 4 ENGINEERING DEPARTMENT SAN MARCOS BOULEVARD TRANSMISSION MAIN TRAFFIC CONTROL PLANS KEY MAP APP~~,1 WILLIA'}!: .J~. .... • ""~ 1J.LUMMER T-1 ~ 0 Sv,Svt),'( DEPUTY CITY ENGINEER PE 2$176 EXP 3/31/06 DATE OWN BY: D.C. PROJECT NO. DRAWING NO. INITIAL CHKD BY: D.K. 0111ER APPROVAL CITY APPROVAi. RVWD BY: D.K. I 3956 I 425-1 ' 060806 - 50 ® Underground Service Alert . Call: TOLL rREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU D!G VE CIELD A (GATED) c,a ..... Rf -; \ R18-2 SENIOR COMM\JNl1Y ROSAS CONTRACTOR SHALL PROVIDE PERMANENT (4-WAY) VIDEO VEHICLE DETECTION DURING NON-WORKING HOURS PER CMWD, PROJECT 3956 PAY ITEM. ALL VIDEO DETECTION SYSTEMS SHALL BE PER CITY OF SAN MARCOS STANDARDS, AND SHALL BE INSTALLED BY SAME CONTRACTOR AND BL- SAN MARCOS BL. ACACIA DR. VIEW POINT DR. CASCADE C18 0 50 NIGHT WORK (8:30 PM -5:30 AM) BUS STOP \ - NO PARKINC/BIKE LANE I , "' !2{50) ~ -- -- NO PARKiNC/Bll<E LANE 100 150 CRAPHIC SCALE I • = 50· NO PARKING/BIKE LANE R2(50) I al al -"' -;43 ---= Ct R49 LEFT OPERATIONAL AT THE COMPLETION OF PROJECT. SAN R18-2 \ SUS ,a. STOP\g,' I B~L:_--===================~:=~=~=~=~=~=~~~~~~~~== R2{50) SAN MA~~~~-===== ___ == ... =====.=r=.~~1=~~~,==~===._~~=.-=--.,=€~4-_~~-l:·~:~; __ a-_-.,c~•=1+'6~,s--.._.=.~•--=.~--.=.~~SR:~~6=6_~.= .. ~.=--_-~_; -=c-:c= -~":~~§ -----+5 ';'\ (S 2 !-.--• ~ --. " -~--. ow ~'--'-LLlLJ1.'J1tl_fili_frt,~ ,-_ CO W◄f VIEW POINT DR. COVER E/B ANO W/B L£FT TURN SIGNAL INDICATIONS OURJN!l THIS PHASE Of' WORK REMOVE COVERS WHEN OFFSITE. PUT TRAF'FlC SIGNAL ON RECALL f'OR SAN MARCOS BLW. DURING NIGHT TIME WORKING f'O THIS p UOFUWO~R~K-,----'---.-----_:__~----~-------.,,.~---~~ CONTRACTOR SHALL PROVIDE PERMANENT (l+·WAY) VIDEO VEHICLE DETECTION DURING NON-WORKING HOURS PER CMWD, PROJECT 3956 PAY ITEM. ALL VIDEO DETECTION SYSTEMS SHALL BE PER CITY OF SAN MARCOS STANDARDS, AND SHALL BE INSTALLED BY SAME CONTRACTOR AND LEFT OPERATIONAL AT THE COMPLETION OF PROJECT 3I t-1 {/) LEGEND: EXISTING SIGN I NEW SIGN l TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD ~ SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL (8 POST NO STOPPING SIGN ® RELOCATE BUS STOP © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION @ COVER EX. PAVEMENT MARKINGS W/DETOUR GRADE TAPE. REMOVE TAPE WHEN OFFSITE. T-2 ~ CITY OF CARLSBAD I SH2EEOTS I TRAFFIC CO1VTRO L ENG /NEERING; INC. l----+----+-----------J-.--+--1---.J.----l :=L_gLJ=5===='..'.:::::==E=NG=INE=E=RIN=G=D=EP=AR=™=EN=T=::::::'..'::::::::::::::::::::::: ""'I) .t"c, 231 E. IMPERIAL HWY. SUITE 241 FULLERTON. CA. 92835 (714)447-6077 SAN MARC03 BOULEVARD TRANSMISSION MAIN TRAFFIC CONTROL PLANS SAN MARCOS BL. CHY OF SAN MARCOS !~~~ RECORD DRAWINGS APPROVED BY ACACIA DR. -VIEW POINT DR. . '· 'CON.TRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM Of 4B HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR 11JRTHER INFORMATION. By: Po R.CE.: Date: OED FOR . .APPROVAL Vo, Principol Civil Engineer 49831 , p·= 9/30/06 00¥7,,} r -,,.-£~~-Exp.: 3/31/07 * EXP. 12-31-QS T!VrfFrt t:r" CAll SANf.4AIC1 DWQ T904-J 4-20-2005 WILLIAM. E. PLUMMER · DEPUTY CITY ENGINEER /2·30-IQ R.C.E. 28176 DATE EXP. 3/31/06 DA le IN\111'1. ENGINEER OF l'o()RK DWN BY: D.C. PROJECT NO. I DRAWING NO. REVISION DESCRIPTION DAie \Nl11AL DAie 1Nl11"L CHKD BY: D.K • ___ ;J_~Q_Q._~ 425-1 OTHER Af'PROVIJ.. CITY Af'PROVIJ.. RVWO BY: DK _ SAN MARCOS BL. AT VIEW POINT DR. NIGHT WORK (8:30 PM -5:30 AM) @ : COVER EX. PAVEMENT MARKINGS W/OETOUR GRADE TAPE. REMOVE TAPE WHEN OFFSITE. 5l VIEW POINT DR. C18 CLOSE VIEWPOINT OR. PER WATCH DURING INTERSECTON WORK. LEGEND: RESIDENTIAL I l H • EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE : ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN RELOCATE BUS STOP : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION : FLAGGERS CII 112-5 W11 (R) W711A = SAN MARCOS BL. ACACIA DR. NIGHT WORK (8:30 PM -5:30 AM) AT SENIOR COMMUNITY PUT TRAFFIC SIGNAL ON 4-WAY RED FLASH DURING WORKING HOURS AT NIGH TIME FOR THIS E f K. CONTRACTOR SHALt PROVIDE PERMANENT (4°WAY) VIDEO VEHICLE & DETECTION DURING NON-WORKING HOURS PER CMWD, PROJECT 3956 PAY ITEM. Al.L VIDEO DETECTJON SYSTEMS $HALL BE PER CITY OF SAN MARCOS STANDARDS, AND SHALL BE INSTALLED BY SAME CONTRACTOR AND LEFT OPERATIONAL.AT THE COMPLETION OF PROJECT. NO PARKING/BIKE tANE BUS STOP NO PIIR.KlNG/BlKE UM: R2(50) ' C18 ~ - -R7 \:J ROSAS MAINTAIN PED. XING W/FIAGGER DURING INTERSECTION WORK. TRAFFIC C01VTROL ENGJNEERI1VG, J1VC. ® Underground Service Alert Coll: TOLL FREE : 1-800-227-2600 TWO WORKlNG DAYS BEFORE YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCflON WORK. SEE GD;ERAL NOTES FOR RJRTliER INFORMATION. CITY OF SAN MARCOS RECOMMENDED FOR APPROVAL ON By. ~,G., Poul V6.Principol Civil Engineer Engineer R.CE.: 49831 Exp.: 9/~0/06 D,;ite, R.C.E.: 3814* Exp.: 3/31/07 0,;ite: -~/¼fr ' 11 1 I I SANVIEW.DWG T904-3 4--20-2005 231 E. IMPERIAL HWY: SUITE 241 FULLERTON. CA_ 92835 {714)447-6077 RECORD DRAWINGS APPROVED SY -/4~-z'. ~ = /2-14-/4 WILLIAM E. PLUMMER R.C.E. 28176 DATE DEPUTY CITY ENGINEER EXP. 3/31/06 R18-2 ' BUS S10f' CONTRACTOR SHALL PHASE CONSTRUCTION TO MAINTAIN LOCAL ANO EMERGENCY ACCESS AT ALL TIMES DURING CONSTRUCTION. AVE-cIELO (GATED) ,C18..,. R1 -; \ 'R18-2 50 0 50 100 150 ~ ~~-----GRAPHIC S-:ALE i" =· 5Ci ' ' r----, I T-3 l------i'---+------------le---'--+---+---1-----J ~6 CITY OF CARLSBAD I SH2EEOTS I ~w:u:::::::::::::::::::..'.:===EN::::G:::IN::::E:::E::::Rl::::N::::G::::0::::E:::P::::A::::RT::::M:::E::::N::::T==:.::::::::=:=~ SAN MARCOS BOULEVARD TRANSMISSION MAIN TRAFFIC CONTROL PLANS SAN MARCOS BL. ACACIA DR--VIEW POINT DR- AP~R.,)'1? ,WILLIAM...£.i}_LUMMER 1----+----+-~------------l-----l-----l---~---J , .. ~~~~~~~~-2cl:►..__;~~~~-;;;.~"'~i'YM-?'~2'.JYJ.."'1. ___ .s:,s-M . IJ!J,!J(,1/IT DEPUTY CITY ENGINEER PE 28176 EXP. 3 31/06 DATE I F-EVISED NOll=S 6/ll oS DA TE \NI 11AL ENGINEER OF v,JRK DATE INl11AL DATE INITIAL OWN SY: o.c. PROJECT NO. I DRAWING NO. REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL ~:,g i}, ~:~ 3956 -425-1 060806 . L ... I· • ) ) I ~ WIii W79 C2(B) we(J5) W]\l,\ ~ I ~ ~ ~ · I 600' &;)()" 600" LEGENO: EXISTING SIGN I NEW SIGN l TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD @ SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN RELOCATE BUS STOP : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION ®. Underground Service Alert C~II: TOLL fR(( 1-800-227-2600 TWO WORKING DA!''S I BffOR( YOU DIG I I I" 11 I I CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING AAY CONSTRUCTION WORK SEE GENERAL NOTES FOR FURll-lER INFORMATION. i ' I I i VIEW POINT DR. ® ' ---I 7 I ---/ . ·----·- 50 SAN AfARCOS BL. E/0 VIEW POINT DR. NIGHT WORK (8:30 PM -5:30 AM) CONTRACTOR SHALL PROVIDE PERMANENT (4-WAY) VIDEO VEHICLE DETECTION DURING NON-WORKING HOURS PER CMWD, PROJECT 3956 PAY ITEM. ALL VIDEO DETECTION SYSTEMS SHALL BE PER CITY OF SAN.MARCOS STANDARDS, AND SHALL BE INSTALLED BY SAME CONTRACTOR AND LEFT OPERATIONAL AT THE COMPLETION OF PROJECT. 0 50 GRAPHIC SCALE 1" ~ 50' 150 W79 f W79A TRAFFIC C01VTROL ENG/1VEERING, INC. CllY OF SAN MARCOS 'PROVAl-. APPROVED. FOR CONSTRUCT), ·Engineer 3/31/02 SANMAIC2.DWG T904-l 4-20-2005 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6077 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER OEPUTY CITY ENGINEER R.C E. 28176 OATE EXP 3/31/06 NO PARKING/BIKE !.AN[ '--r ...... ~ ...... , ,a, BUS \O' STOP NO PARKINPNE W74(Q J C1J T-4 f-----j--+-------------j---l---l---1-----1 ~7 CITY OF CARLSBAD I SH2EEOTS I ;::UIJ::::::::::::::~==:::::£:::N::G:::IN::E::ER:::l::::N::::G::::0::::E:::P::::A::::R:::TM::E:::N::::T==~=== SAN MARCOS BOULEVARD TRANSMISSION MAIN TRAFFIC CONTROL PLANS SAN MARCOS BL. E O VIEW POINT DR. OA YE INITIAL ENGINEER 0. v.<JRK R !=VISED NOTl::..S 6/ 9/05 OWN BY: o.c. PROJECT NO. I DRAWING NO. DAYE INITIAL DAYE INITIAL CHKD BY DK REVISION DESCRIPTION . : . . 3956 425-1 01H(R APPROVAt. OTY APPROVAt. RVWD BY: D.K. ~ 060806 I, .!: aus f STOP _ I I I VIEW POINT DR. NO PARKING/SJK£ LANE I LEGEND: EXISTING SIGN I NEW SIGN l TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE 1§1 ARROW BOARD {§). SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL (9 POST NO STOPPING SIGN @ RELOCATE BUS STOP C1J I RESIDENTIAL (C) : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION ®' ·· Underground Service Ale Cdl: TOLi. (~E 1-800-227-260!' TWO WORKING DAYS , . BicFOR~ Yl)U DI(! • I CONTPACTOR SHAlL NOTIFY UNDERCROUNO SERVICE ALERT A MINIMUM Of 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCflON WORK. SEE (;(NEAA,. NOTES FOR F\JRTI-!£R INFORMATION. I ! I I I I I W/0 , 50 0 50 100 150 GRAPHIC SCALE 1" ~ 50' CITY OF SAN MARCOS SAN MARCOS BL. RANCHO SANTA FE RD. NIGHT WORK (8:30 PM -5:30 AM) • TRAFFIC C ONTROL ENGINEER/1VG, 231 E. IMPERIAL HWY. SUITE 241 FULLERTON. CA. 92835 (714)447-6077 RECORD DRAWINGS INC. RECOMMENDED F9R APP OVA~ APPROVED BY By;,,-,1.~~<4-'~ e!'~-=-.,::7><-~~~- ngineer R.C E.: 38:,:..14;,;9;.,,,-_ Exp.: 3/31/0;J Dote: MAICOSF1 .DWG T904~3 4-20-2005 al,14,., r:~-/2-3rJ-I._,> WILLIAM E. PLUMMER R.C.E. 28176 DATE DEPUTY CITY ENGINEER EXP. 3/31/06 i I I 111 i ! I I ; I I, I -' - . DATE l~TIAL ENGINEER OF l'oQRK I I ----- ----- ----- ---- ) r-. fl9 8t/ltT 1' REVISED NOTE CONTRACTOR SHALL PROVIDE PERMANENT (4-)NAY) _VIDEO VEHICLE DETECTION PER SAN MARCOS BL. STREET IMPROVEMENT PROJECT (CIP # 294, DWG. IP 4693 PAY. ITEM). ALL VIDEO DETECTION SYSTEMS SHALL BE PER CITY OF SAN MARCOS .STANDARDS, AND SHALL BE INSTALLED BY SAME CONTRACTOR AND LEFT OPERATIONAL AT THE COMPLETION OF PROJECT. NO PARKING/BIKE LANE R2(45) / ·t. ""c1a W63 65 "" W65 I I ~ . I I - T-5 CITY OF CARLSBAD ls2osl ENGINEERING DEPARNENT SAt:-1 MARCO$ BOULEVARD TRANSMISSION MAIN TRAFFIC CONTROL PLANS SAN MARCOS BL. W /0 RANCHO SANTA FE RD. APf.R£'12 _ .w1u::;:~~UMMER I~-.~ ~IJ.f' DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE 6/¥/05 WP~ OWN BY: D.C. ' PROJECT NO. DATE INITIAl DATE INITIAL I I DRAWING NO. CHKD BY: · D.K. REVISION DESCRIPTION 3956 01H£R APPROVAl Clfr APP'ilf.JV Al RVWD BY: 0.K. 425-1 11, '. I I 1 ! I 060806 . ,.. ' --- LEGE:NO: EXISTING SIGN I NEW SIGN l TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~-ARROW BOARD ® SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN RELOCATE BUS STOP NO PARKING/BJK£ LAN£ 50 0 50 100 150 GRAPHIC SCALE 1" 3 50' COVER EX. CONFLICTING SIGN DURING CONSTRUCTION @ COVER EX. PAVEMENT MARKINGS W/DETOUR GRADE TAPE. ®. Undergrovnd Service Alert Coll: TOlL FREE 1..000-.227-2600 TWO WORKING UAVS B£fORE YOU DIG II I I -REMOVE TAPE WHEN OFFSITE. CONTRACTOR SHALL NOflfY , UNDERGROUND SERVICE ALERT A MINIMUM Of 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCflON WORK. SEE GENERAL NOTES FOR f1JRTH£R INfORMATION, i I CITY OF SAN MARCOS RECOMMENDED FOR~ROVAL ay.--~~~~L~----Po Vo. Principal Civil Engineer R.C.E.: 49831 Ex .: 9/30/06 Dote: O APPROY(0 FO~ CONSTRVCTI uge R.CE.: D~te: I j II ! I II' I I' I i MA!<;"OSF2..DWG - I CLOSE ONE X-WAI..K AT A TIME W/ R96 & R96B SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. All SIDEWAI.KS AND CROSSWALKS SHALL BE RESTORED DURING NON-WORKING HOURS. \ TRAFFIC C01YTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6077 RECORD DRAl'l1NGS APPROVED BY ~ L \ WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.CE. 28176 DATE 4-20-2005 EXP. 3/31/06 I I I I ' I I SAN 1WARCOS BL VD. @ RANCHO SANTA FE RD. CONTRACTOR SHALL PROVIDE PERMANENT (4-WAY) VIDEO VEHICLE DETECTION PER SAN MARCOS BL. STREET IMPROVEMENT PROJECT (CIP # 294, DWG. IP 469:5 PAY ITEM). ALL VIDEO DETECTION SYSTEMS SHALL BE PER CITY OF SAN MARCOS STANDARDS, AND SH{\LL BE lt:-JSJ ALLED BY SAME CONTRACTOR AND LEFT · OPERATIONAL AT THE COMPLETION OF PROJECT. ....____,...__.., '--.__, ·.,;--__,, PHASE I NIGHT WORK (8:30 PM -5:30 AM) RANCHO SANTA FE RD. 60' 550' M£RC£ TAPER 350' J50' J50' 350· 1---------+------~r---------i---~~--l---~~,__~ I ~ WO, W65 ' "&. • 1:-=-•_J 00 -.--. "-:: RA/SfD MEDIAN DRIVEWAY \ w· GAf' ➔ ➔ • • ---1m:--• 2. .,,. ~ .:;:- DRIVEWAY I C1J ~~\ INSTALL CAT-TRACK(YELLOW) PER CALTRANS STD. 40 WITH DETOUR GRADE TAPE. REM~ TAPE WHEN OFFSITE. \ \ \ \ "' ' \ ' \ \ \ \ \ \ \ \ \ ~\ ' \~·~ \ ~~\ \ " <, \ \ \ \ "' 'tr. 0, \ \ \ffAJII) \ ~ ~\~\~ ', \ \ \ \ \ , - 0. a \ \ \ ,, ' "· ~"""' \ BUS ~ STOP '(, o. ~ • 1 Wf>5 • NO PARKING BIKE LANE LJ T-6 t----t-,-----t-----------l----l'-----l---l---11 slHEgET I CITY OF CARLSBAD Is_ H2EEOrs I_ :===--'===E::N=G=IN::::E::::E=Rl=N=G::::D::::E::P::AR::::Tu\:::::::::E::N:::::T ==~=~ SAN MARCOS BOULEVARD TRANSMISSION MAIN TRAFFIC CONTROL PLANS SAN MARCOS BLVD. @ RANCHO SANTA FE RD. PHASE I .46 /3tlll.T DEPUTY CITY ENGINEER PE 28176 EXP. .~~.f-,116 3/31/06 DATE DA 1'; INlllAL ENGINEER OF I\QRK OA 1'; INITIAL 6 3 os we DA 1'; IN\llAL REVISION DESCRIPTION 011-IE:R APPROVAL ClTY APPROVAL OWN 8Y: D.C. CHKO BY: O.K. RVWD BY: D.K. PROJECT NO. 3956 I DRAWING NO 425-1 i ! I i 11 I I 060806 I ' .1'. LEGEND: EXISTING SIGN I NEW SIGN l TYPE TWO BARRICADE H TYPE THREE BARRICADE BUS ST0JJ I NO PARKJNG/BIKE tANE • DEUNEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD ® SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL @ POST NO STOPPING SIGN @ RELOCATE BUS STOP © : COVER EX. CONFLICTING SJGN DURING CONSTRUCTION @ COVER EX. PAVEMENT MARKINGS ' ® Underground ~ Service Alert ' t . ' . Coll: TOLL FREE "• ["Y , H!D0-227-.2600. ' ~ lWO -W01i.'KlNG DA"i'S , · BEFORE YOU DIG I .. W/DETOUR GRADE TAPE. REMOVE TAPE WHEN OFFSITE. CONTRACTOR SHALL NOT/fY UNDERGROUND SERVICE ALERT -A MINIMU~ OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCJION WORK. SE£ GENERAL NOTES . FOR FURTHER· INFORMATION. . CllY OF SAN MARCOS RECOMMENDED F By: Poul o, Principal Civil Engineer R.C.E.: 49831 9/30/06 Oo\e: ON CLOSE X-WAt..K W/ R96 & R968 SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. SAN MARCOS BL. SEE SHEET TS. ! I r -\ \ \ ALL SIDEWALKS AND CROSSWALKS SHALL BE RESTOREO DURING NON-WORKING HOURS. \ \ SAN MARCOS HIGH SCHOOL \ \ TRAFFIC CONTROL. ENGINEERING, I1VC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 {714)447-6077 RECORD DRAWINGS APPROVED BY \ \ \ SAN MARCOS BL VD. @ RANCHO SANTA FE RD. PHASE II NIGHT WORK -~------.,,--...___,_----...,.....__.---(8:J0 PM -5:J0 AM) CONTRACTOR SHALL PROVIDE PERMANENT (4-WAY) VIDEO Vl;:HICLE DETECTION PER ,,' SAN MARCOS BL STREET IMPROVEMENT "-2-.:> PRO-,IECT (CIP # 294, i)WG. IP 469.3 PAY ITEM), ALL VIDEO DETECTION SYSTEMS SHAl,-L BE PER CITY OF SAN MARCOS STANDARDS, AND SHALL BE INSTALLED BY SAM!j; CONTRACTOR AND LEFT _.----)OPE~ATIONAL AT THE COMPLETION OF PROJECT. \ \ J60' SHIFT TAPER @ JO: I ➔ ➔ DRIVEWAY \ \ \ \ \ . - ti; ~ "" .... t \ ,,. 1" \ \ \ \ \ \ \ \ \ \ \ \ \ \ . <;. 1,. \ \ \ \ \ \ • BUS ► C1l STOf' 50 550' MffiC£ TAPER NO PARKING BIKE \ANE, \ O 50 GRAPHIC SCALE 1" = 50' 100 · I 550' 550' sso· DRIVEWAY C20(II) W79A W8(J5) C20(I) R2-5 C2{8) W7I W11ro W8(J5) c,a i W41 I I I I ~ ; I ~ • .r I ~ C f '& RAISED MEDIAN LJ • 150 T-7 r---1---t------------1'-----+--+--+----l ~o CITY or CARISBAD I sH2EE0rs I ~ ENGINEERING DEPARTMENT ;:::=:::::::::::::..::::;:::::::::::::::::::::::::::::::::::::::::::::::::::::==:::::='--'::::::====; SAN MARCOS BOIJLEVARD TRANSMISSION MAIN TRAFFIC CONTROL PLANS SAN MARCOS BLVD. @ RANCHO SANTA FE RD. PHASE II 11s a1.11tr REVISED NOTE 6 8 QS !jg OWN 8Y: o.c. PROJECT NO WILLIAM E. PLUMMER R.C.E. 28176 DATE OA TE INITIAL REVISION DESCRIPTION CATE IN!l1AL DATE lN!l1AL CHKD 8Y: ox RVWD 8Y: ox 3956 I DRAWING NO _425-1 MAICOSFJ.DWG" T904-J 4-20-2005 DEPUTY CITY ENGINEER EXP. 3/31/06 ENGINEER Of' 'AORK 0 !HER AP PROV Al CITY APPROVAL i i ' ' • 060806 " __ ) I\) 0 0~ 0 G') 'Tl +::ii I\) I\) 0 C/1 1--"'