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HomeMy WebLinkAboutR_5902_SBAKER § ci I;! :'l SHEET INDEX GENERAL NOTES: ~ "' w ADAMS AV£. ORANGE :r: ~ _l;i.J__../J__=-----::_--=-~---t----,;, '-'G;<,. &rJ' #I~~-SHEET NO. 1 ,.. DESCRIPTION All work shall conform to the City of Newport Beach "Design Criteria, Standard Special Provisions & Standard Drawings for Public Works Construction" 2004 Edition, and where opplica6Ie, the Standard Specifications for Public Works Construction ("Greenback") latest edition CITY OF COSTA m :z 0 I-(.'.) Iii ; I t MESA ::::) w :r: LL VICTORIA 0 -INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NO SCALE SYMBOL LEGEND n D -_-,·-::<-/- (+'i ---J () {J ...:.:..:: ~ ...!-,....'. = •_r1~-17JI ;:i;·}~⇒.L@ : ' : : ,_, r///, ·I ///// ;:j POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING Prop R/W See St Mork Presb terion Church Precise Grading Plans for Offsite Improvements I Landscaped Finished Grode __ L __ I I ~ 0 w i 6' 2% CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG COAST COLLEGE G !;-:, 9.°"' ORANGE CO. FAIRGROUNDS ~ ~ ti" -------- ------- ----- ---1.--- __ s ____ ·•r ------'/', ' - - _\J ·-------E-- -TEL- ____ T\/ -- -SP-- .Ci -0- 12' BAY If _ic1TY # 0 fNEWP BEA EXISTING CONSTRUCTION PROPERTY LINE • NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS_ LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT SIGN 6' Exist R/W I 2' .a Landscape Pkwy L :, 0 -0 0 >-- '-'~ 0 3 co RD_ 12' UNIVERSITY BONITA CYN CITY OF IRVINE U.C.I. PROJECT LOCATION ABBREVIATIONS AB AC APWA BLDG BS BW CF CIP CLR CMU CONG DBL DIA D/S E EXIST FF FG FL FS GLV HORZ HP ID INV L AGGREGATE BASE ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOCIATION BUILDING BOTTOM OF STAIR BOTTOM OF WALL CUBIC FOOT OR CURB FACE CAST IN PLACE CLEARANCE CONCRETE MASONRY UNIT CONCRETE DOUBLE DIAMETER DOWNSTREAM EAST - EXISTING FINISHED FLOOR FINISHED GRADE FLOWLINE FINISHED SURFACE GALVANIZED HORIZONTAL HIGH POINT INSIDE DIAMETER INVERT LEFT 84.5' 72.5' 44.0' MIN N NO NTS oc PCC PLCS PVC PVMT RAD REINF RET s s = SD ss STD STL ST TC TG TS TW TYP STL ST UBC VERT w W/ 2 3 4 TITLE SHEET AND NOTES STREET IMPROVEMENT PLAN WATER IMPROVEMENT PLAN SIGNING AND STRIPING PLAN PUBLIC WORKS DEPARTMENT STREET IMPROVEMENT PLANS* MINIMUM NORTH NUMBER NOT TO SCALE ON CENTER or ON CURVE PORTLAND CEMENT CONCRETE PLACES POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCEMENT RETAINING SOUTH SLOPE STORM DRAIN SANITARY SEWER STANDARD STEEL STREET TOP OF CURB TOP OF GRATE TOP OF STAIR TOP OF WALL TYPICAL STEEL STREET UNIFORM BUILDING CODE VERTICAL WEST WITH C/L I I ' I f_ Exist Raised Median I FOR Joaquin San AT MAC ARTHUR APPROVED: APPROVED: CITY ENGINEER 0 SAN LOCATION MAP NO SCALE BASIS OF BEARINGS: Hi 11 s Road BOULEVARD R.C.E. 36106 R.C.E. 24976 FORD Ro_ "a 3/(2 ~ ~ (.J' DATE: DATE: BONITA CYN <:, ~ v' .> 'v {) .> -:;,<,__, '>);. \" CITY STORAGE OYARD & RESER. <f) <f) <C __J "" >-a. V) PROJECT LOCATION SIGNING AND STRIPING CONSTRUCTION NOTES DJ Install Sign and Sign Post as Indicated. , -----7 I . I ------7 1 , "!_ones ~-__ 1 I I , ---i - BEARINGS SHOWN HEREON ARE BASED ON A DIRECT INVERSE BETWEEN OCS. GPS POINTS #6269 TO #6276 BEING S35'21'34"E, PER RECORDS OF ORANGE COUNTY SURVEY OFFICE. . 12] Add Sign to Existing Pole or Post as Indicated. [}] Remove Conflicting Striping or Pavement Markings. 0 Existing Striping or Pavement Markings to Remain. ~ Relocate Existing Sign and Sign Post as Indicated. ----~----1J Ll----i--BENCH MARK: BENCH MARK: 3S-45-99 ELEVATION = 251.761 (NAVD 88) Exist Pavement ® Install "Bike Lane" Legend per• Caltrans Standard Detail A24E. (j) Line per Std Plan A20 2. 3. 4. 5. 6. 7. 8. 9. adopted by the City of Newport Beach. _ Existing underground utilities are shown as per available records. The Contractor shall be responsible for verifying the actual location, and elevation in the field, prior to beginning construction. Stationing refers to centerline street stationing. The Contractor shall request inspection from the Public Works and Utilities Deportements 48 hours in advance of any work in the public- R/W. The Public Works phone number is (949) 644-3311 and the Utilities Deportment phone number is (949) 644-3011. The Contractor shall verify all existing grades compared to propose grades prior ta installng forms or pouring concrete. If a descreponcy is apparent between field conditions and what is indicated on the plans, the Contractor shall contact the design engineer for resalution. Dust shall be controlled by watering and/or dust palliative. Sanitary facilities shall be maintained on the site during the construction period. - work hours are limited from 7: 00 om to 5: 00 pm Monday through Friday; 8: 00 am to 5: OD pm Saturdays; and no work on Sundays and Holidays per section 10-28 of the NBMC. • Failure to request inspections and/or have removable erosion control devices on-site at the appropriate times shall result in forfeiture of the construction site clean-up deposit. 1 O. No paint, plaster, cement, soil, or other residue shall be allowed to enter streets, curbs, gutters or storm drains. all materials and waste shall be removed from the site per NBMC 17.32.D20. • STREET CONSTRUCTION NOTES: 0 Remove Existing Improvements (As Indicated). @ Protect Existing. In-Place (As indicated). (?I Construct Type A PCC Curb and Gutter per CNB \:!.I Std-182-L (8" Curb Face) © Construct 8' PCC Cross Gutter per CNB Std-185--:L ® Construct 4" PCC Sidewalk per CNB Std-180-L. @construct Curb Access Ramp Cose C per CNB Std-181-L. (z) Construct Curb Access Ramp Per Detail Sheet 2. ® Construct 5" Asphalt Concrete Over 12" Aggregate Base, or 12" "AC Deep Lift on Compacted Subgrade. Minimum R-Volue of Subgrade Shall be 20. Tack Coot All Joints. ® Construct 4 • Asphalt Concrete Over 6" Aggregate Base on Compacted Subgrade. Minimum R-Value of Subgrade Shall be 20. Tack Coat All Joints. @ Construct Water Main Improvements, Fire Hydrant, Meters and Backflow Devices per Sheet 3 of 4. ,,;\ Existing Parkway Trees to Be Replaced with New 15 Gal ~ Eucalyptus at 15' Spacing per St Mark Presbyterian Church Landscape Plans. @ Sawcut Existing AC or PCC Surface as Indicated. \ WATER CONSTRUCTION NOTES: @ @ ® ® @ @ @ @ @ @) @ @ @ @ @ @ @ @ @ Furnish and Install 8" PVC C-900 Pipe (Class 200) w/DI Fittings. Furnish and Install 10" DI Tee (Flg'd) Furnish and Install 1 O"x8" DI Reducer (FExfE). Furnish and Install 1 O"x6" • DI Reducer (FExFE). Furnish and Install Thrust Ellock per ,CNB Std-510-L-A or Std-510-L-B, as the Case May/be. Remove Interfering Portion of Existing 6" ACP and Connect with 6" PVC C-900 Spool (Cl-200) and PVC to ACP Transition Coupling. Furnish and Install 8" 22.5" DI Bend. Furnish and Install 6" DI Tee. Furnish and Install 8" 90" DI Bend (FExFE) with MJ Adopter on Upstream end of Bend. Furnish and Install Fire Hydrant Assembly (including Bury, Valve, Thrust Block & lateral Piping) per City Std 500-L. Furnish and install 8" Double Check Detector Assembly (DCDA) and PCC Slob per CNB Std-517-L Furnish and install 4"x4x2-t ( 4-Way) Bronze FDC with DI Riser & Fittings, Insulators, Couplings, DI Spools, Plastic Caps as Approved by CNB Fire Department. Furnish and Install 2• Water Service per CNB Std-503-L. Furnish ond Install (Domestic Supply) 2• Reduced Pressure Principle Backflow Prevention Supply per CNB Std-!;i20-L. Furnish and Install (Irrigation Supply) 2" Reduced Pressure Principle Bockflow Prevention Supply per CNB -std-520-L Remove Existing 10" Tee. Join Existing 10" ACP and 6" ACP as Indicated. Furnish and Install 2" Rigid Copper Tubing (Type K). Furnish and Install 6" RW Gate Valve (FExMJ) per CNB Std-508-L. Furnish and Install 8" RW Gate Valve (FExMJ) per CNB Std-508-L. TYPICAL SECTION 3'--it OCS ALUMINUM BENCHMARK DISK STAMPED "3S-45-99" SET ON THE TOP CORNER OF A 4.0 FT/ BY 8.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LO.CA TED IN THE EASTERLY PORTION OF THE INTERSECTION OF MACATTHUR BOULEVARD AND SAN JOAQUIN HILLS ROAD, 70 FT. SOUTHEASTERLY OF THE CENTERLINE OF MACARTHUR BOUELVARD AND 135 FT. NORTHEASTERLY OF THE CENTERLINE OF SAN JOAQUIN HILLS ROAD. Install Caltrans Pavement Marker or Traffic Standard Detail Number Indicated, Caltrans (A,B,C,D). Thermoplastic & AS· BUILT SAN JOAQUIN HILLS ROAD No Scale EMERGENCY TELEPHONE NUMBERS SEWER: CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 3300 Newport Blvd Newport Beach 949-644-3011 WATER: CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 3300 Newport Blvd Newport Beach 949-644-3011 GAS: THE GAS CO. 714-634-326 7 ELECTRIC: SCE 714-895-0242 TELEPHONE: SBC 714-237-6156 CABLE Adelphia 714-854-1962 * Cost of all improvements shown on these plans to be Property Owner (St Mark Presbyterian Church, Newport PREPARED BY : , NO. DATE BY fully paid Beach) for by the REVISIONS REVIEWED APPROVED N C I Nolan Consulting, Inc 26901 Camino de Estrello, Suite D Capistrano Beach, Califamio 92624 Ph: 949.240.7555 fax: 949.240.0755 t'ffi=l==--t_l'2_/_I0_/0_1-t-K_N-+_I\_S_B_U_l_l •----------+--------i DEVELOPMENT SERVICES ENGINEER C ring :e;..•c* Manag•ti, r u, D~~:~ED BY: DRAWN BY: KN R.C .. NO. 52~ ... ATE l---t----t--+-------------+-----:,c=H=Ec°"'KE=□--,B=Y,-:-:-+.□'"'Ar=E-0-6-/1-4-/0-5--; KELLY NOLI\N RC!: 5'2646 D.OifE SAN JOAQUIN HILLS ROAD Street Improvement Plans TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. 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I I -! : 11 I ! i ! I ! ! t---t--+--· '-------_, -l--+--+--1-----1--+--+- o---t--t----+ --t--+--r I <--+' > \ <--+' > \ <--+' > i ! \ \ \ I See Sheet 3 tot Water Improvements ' \ I ~I i\ a_ I • I I f---t---1 --------1---···-1---t--1--------- 241.17 TC--GB/ECR 240.67 FL ----- CROSS GUTTER DETAIL Scale: 1"=10' 4+00 1 : -•• -+-~ --1 ---r----;-+-+-+-+-+--+-+--+----i--+--+---+-J--+--+-t--+-~-~-+---+-f----f--+-f----+--+--+--+--+-f--+--f---+1---+--t--1----+--+---+-+----+-----t-+ ---t--+---+-··---t---+-l-+--+-1---1--+-l--+--+-l--+--I I ! i I i I I I I I i I I i 5+00 6+00 7+00 Scale: 1 "=40' PREPARED BY : N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, Colifornio 92624 ' Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management 8+00 9+00 PROFILE SCALE Horz: Vert: STREET CONSTRUCTION NOTES: (D Remove Existing Improvements (As Indicated). @ Protect Existing In-Place (As indicated). 0 Construct Type A PCC Curb and Gutter per CNB \:::.,J Std-182---L (8" Curb Face) 1n=40' 1n=4' 0 Construct 8' PCC Cross Gutter per CNB Std-185-L. ® Construct 4" PCC Sidewalk per CNB Std-180-L. @ Construct Curb Access Ramp Case C per CNB Std-181-L. (z) Construct Curb Access Ramp Per Detail Sheet 2. ® Construct 5" Asphalt Concrete Over 12" Aggregate. Base, -or 12" AC Deep Lift on Compacted Subgrode. Minimum R-Value of Subgrode Sholl be 20. Tack Coat All Joints. @ Construct 4" Asphalt Concrete O_ver 6" Aggregate Bose on Compacted Subgrode. Minimum R--Value of Subgrade Shall be 20. Tack Coat All Joints. Q Construct Water Main Improvements, Fire Hydrant, ~ Meters and Backflow Devices per Sheet 3 of 4. ® Existing Parkway Trees to Be Replaced with New 15 Gal Eucalyptus at 15' Spacing per St Mork Presbyterian Church Landscape Plans. @ Sawcut Existing AC ar PCC Surface as Indicated. & AS-BUILT KELL'/ NOLl>.N RCE S'264-6 Dl>.,E. CURVE TABLE @ CURVE DELTA RADIUS LENGTH . T A 89"50' 49" 15.00' 23.52' 14.96' B 89"19'11" 20.00' 31.18' 19.76' C 02· 12' 40" 4099.48' 158.20' 79. 11' D 15"41 '05" 100.00' 27.37' -13.77' E 15'54'33" 100.00' 27.77' 13.97' REVISIONS ~rn _/ 1-N-O-.~D-A_T_E~-B-Y~-----'---=-~'--'----''-'--'-=-----~-~A-P_P_R_O_V_E-ID "' _,1/ 1--/1\-l--+-1'2-/I_O_I0-1-lt--K-N--+-A-S_B_U_\L_, ___ ~------+------l~--:---",,E----- SAN JOAQUIN HILLS ROAD Street Improvement Plan DESIGNED BY, DRAWN BY: 1---Jr-----+----lf----------------+------< KN KN l--+----+--f----------------t-------1CHECKED BY, DATE • KN 06/14/05 PLAN AND PROFILE Sta 4+73.09 to Sta 7+60.65 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. R-5902---S SHEET 2 OF 4 ,---------------------------------------------------------------------------------------------------------------------------------------------------------------------------··~-;,,'~ ---------------------- NEWPORT BEACH FIRE DEPARTMENT NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS & SPRINKLERS A. Prior to installation, any required permits shell be secured from the appropriate Building Deportment. B. Installation, inspection and testing shall conform to the 1996 edition of NFPA Standard 13 and the 1995 edition of NFPA Standard 24, with amendments by individual cities or the unincorporated county. C. Connections larger that 2• to public water systems shall be controlled by a post indicator valve of an approved twe. Where the water authority has regulations regarding the connection of private fire service mains, they sholl apply. Where the water outhority requires backflow protection, the following methods or assemblies are acceptable: 1. An aboveground assembly approved by the water authority, pointed OSHA safety red, and with the valves locked In the open posltlon. Valves controlling more than 100 sprinkler heads shall be monitored by on ,opproved location. 2. A below ground assembly approved by the water authority and located in on approved vault. An approved post indicator valve (PIV) shall control the lost valve on the assembly. The post indicator valve :shall be painted OSHA fire safety red, be lacked in the open' position and if controlling more than 100 sprinkler heads shall be monitored by on approved location. 3. The location and type of control devices shall be approved by the Chief and the water authority. 0. Approved fire deportment connections (FDC) shall be located within 150' of a public fire hydrant. The FDC shall be oriented to face the fire deportment access rood. The FDC shall be properly supported ond shall be protected against mechanical Injury. The size of the piping and the number of inlets shall be approved by the Chief. If acceptable to the water authority, it may be installed on the bockflow assembly. Fire deportment inlet connections shall be pointed OSHA safety red. E. Every sprinkler system shall have a separate connection from the private fire main. F. Where it Is Impractical to provide a post Indicator valve, valves shall be permitted to be placed in valve rooms accessible from the exterior, on exterior risers or on interior risers with indicating posts arranged for outside operations, or in pits with permission of the authority having jJrisdiction. G. Private fire hydrants shall be on approved wet barrel style with a minimum of one 2 ½" and one 4" outlet. All outlets shall be provided with Notional Standard Threads (NST). All fire hydrants sholl be instolled on a 6" riser. 4" outlet(s) shall face toward the fire deportment access roods. The lowest operating nut shall be located a minlmum of 18" above grade and hydrant flange(s) a minimum of 2" above grade. Fire hydrants shall be located a minimum of 40' from all structures. A keyed gate valve shall be provided for each hydrant in on accessible location (valves shall not be located in parking stalls). H. Lorge private fire service main systems shall have post indicator type sectional controlling valves at appropriate points in order to permit sectionalizing the system in the event of a break, or for the making of repairs or extensions. I. All pipe shall be approved for use In "Fire Service Systems", Class 150 minimum. Closs 200 shall be provided where the pressure exceeds 150 pounds per square inch (PSI). All ferrous metal pipe shall be lined. All ferrous pipe and fittings shall be protected with a loose 8-mil polyethylene tube. The ends of the tubes shall be sealed with 2" tape approved for underground use. All bolted joint accessories shall be cleaned and thoroughly coated with asphalt of other corrosion retarding material after assembly and prior to poly-tube installation. I -'vi J. A minimum of 30" of cover from finished grade to top of pipe shall be provided above the pipe. When surface loads are expected, a minimum of 36" of cover shall be provided. K. Approved pipe and fittings shall be installed under the building footings. Adequate clearance shall be provided over pipe and fittings that run under footings to prevent damage from building settling. A minimum of 2" clearance (interstitial space) shall be provided where pipe posses through the floor or wall. Underground piping serving fire sprinkler risers shall terminate within 18" of on exterior wall and 611 above finished floor. N_ote: Underground piping serving fire sprinklers shall not terminate 5' from the building. L. Thrust blocks or other approved method of thrust restraint shall be provided wherever pipe changes direction. M. u·nderground piping entering buildings shell terminate 18" from an exterior wall and 6" above the finished Floor N. All bolts, nuts and hardware for pipe joint assemblies shall be 316 stainless steel per NFPA 24 Section 8-5.3. 0. Backfill for pipe trenches shall consist of clean sand a minimum of 12" below and 12" above the pipe per NFPA 24 Section 8-7.1. Field Inspection Notes and Requirements A. A final inspection is required. Schedule oil inspections and tests forty-eight (48) hours in advance by phoning (949) 644-0567. B. The trench shall be excavated for thrust blocks and inspected prior to pour. All corrosion protection shall be In place. Care shall be taken when forming and pouring thrust blocks that fittings and joints are not buried in concrete. C. A hydrostatic test (200 PSI pressure for 2 hours or 50 PSI over the maximum static pressure when it is over 150 PSI) shall be witnessed by an inspector before backfill and soil compaction. The trench shall be bockfill_ed between joints before testing to prevent movement of pipe. 0. The system shall be flushed thoroughly before connection is mode to existing system stub outs. Flow rote shall be a minimum of 10 ft./sec. through not less than 4 Inch pipe or hose. Approved equipment shall be provided by the contractor, to ensure safety. The flush shall be witnessed by on inspector. E. Private fire hydrants, Sprinkler control valves. detector check assemblies, post indicator valves and fire deportment connections shall be painted OSHA safety red. F. All control valves shall be provided with permanent signs that clearly indicate the building, system and function the valve serves. G. All fire sprinkler system control valves (including detector check assemblies), that control 100 or more fire sprinkler heads, shall be supervised by on approved Central Monitoring Station listed by UL, unless otherwise approved by the Orange County Fire Authority. - \ 6+00 WATER AND SEWER GENERAL NOTES: 1. A PERMIT AND APPROVED PLAN IS REQUIRED FOR ALL WORK ON CITY FACILITIES. 2. INSPECTION SHALL BE SCHEDULED FOR ALL WORK 48 HOURS IN ADVANCE BY CALLING 949/644-3011. 3, ALL WORK ON PUBLIC WATER AND SEWERAGE FACILITIES SHALL CONFORM TO THE CITY OF NEWPORT BEACH "DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, HEREIN AFTER REFERRED TO AS "CITY STANDARDS", 4. FACILITIES NOT IN DEDICATED CITY RIGHT OF WAY SHALL NOT BE CONNECTED TO A PUBLIC FACILITY UNTIL THE CITY HAS ACCEPTED AND RECORDED AN EASEMENT FOR THE F AGILITIES. A COPY OF THE RECORDED EASEMENT SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO ANY CONNECTION BEING MADE IN THE FIELD, 5. CONNECTION TO EXISTING CITY MANHOLE, WHERE STUBS DO NOT EXIST, SHALL BE DONE BY CORE DRILLING. 7. THE CONTRACTOR SHALL REMOVE OR ABANDON ALL UNUSED PUBLIC WATER AND SEWERAGE FACILITIES PER THE CITY STANDARDS, ALL UNUSED PRIVATE WATER AND SEWERAGE FACILITIES SHALL BE ABANDONED PER THE UPC LATEST EDITION. B. THE POTABLE WATER SYSTEM DOWNSTREAM OF THE METER SHALL CONFORM TO ALL REQUIREMENTS OF THE AMERICAn WATER WORKS ASSOCIATION SPECIFICATIONS, AND THE UNIFORM PLUMBING CODE (UPC), LATEST EDITION, INCLUDING CONSTR~CTION MATERIALS, METHODS AND SEPARATION REQUIREMENTS. 9. THE IRRIGATION WATER SYSTEM DOWNSTREAM OF THE METER SHALL CONFORM TO THE REQUIREMENTS OF THE "RULES AND REGULATIONS FOR THE USE OF RECLAIMED WATER" AND THE REQUIREMENTS OF THE UPC, LATEST EDITION. 10. THE FIRE PROTECTION WATER SYSTEM BOTH UPSTREAM AND DOWNSTREAM OF THE BACKFLOW PROTECTION DEVICE SHALL CONFORM TO ALL REQUIREMENTS OF THE CITY STANDARDS, NEWPORT BEACH FIRE DEPARTMENT AND UNIFORM FIRE CODE (UFC}. ' 11. ALL WORK AND MATERIAL SHALL MEET ALL APPLICABLE CITY STANDARDS, AMERICAN WATER WORKS ASSOCIATION (AWWA) SPECIFICATIONS AND REQUIREMENTS, AND THE UPC LATEST EDITION. 12. ALL APPLICABLE CITY STANDARD PLANS ARE CONSIDERED PART OF THESE PLANS. 13, CONTRACTOR TO FIELD VERIFY CONNECTION POINTS TO EXISTING FACILITIES PRIOR TO CONSTRUCTION OF NEW FACILITIES. NOTIFY THE ENGINEER IF DISCREPANCIES ARE FOUND. 14. UTILITY TRENCH REPAIRS IN STREETS SHALL BE PER SITY STANDARD PLANS. 15. DO NOT CUT OR MILL ASBESTOS CEMENT PIPE. WHERE JOINING EXISTING ASBESTOS CEMENT PIPE, REMOVE ENTIRE PIPE SEGMENT TO NEAREST JOINT AND JOIN TO NEW PVC WITH APPROPRIATE PIPE TO PIPE ADAPTOR. 16. DO NOT TAP EXISTING PUBLIC MAINS BEFORE PRESSURE TESTING NEW WORK TO BE CONNECTED. DO NOT TAP EXISTING PUBLIC WATER MAINS WITHOUT A WATER DIVISION INSPECTOR PRESENT. \ \ \ ( ) . ' -\ ...,.I __ 'v/ 1. ~\-- 'v/ ---'v/ --; ( I \ ' --1-- 1 I - 7+00 ' • 1 I 8" Dce/4 Pfr --C~N""B~""s""rd' -(j 1 ",c'-_~L ___ _, Pipe Supports per -~- CNB Std 522-L 4-Way Fire Dept Connection with Internal Check Valve & Fittings as Approved by CNB Fire Dept "' 8" PCPA & FDC ELEVATION 8" DCDA Per CNB Std-517-L Not to Scole 4" DI Fig f------=Spools & 8" PVC (C-900) Fittings 4" DI Fig 1------=="'--Spools & Fittings 8" PVC (C-900) "' Prop R/W l -C ,, s;am-lk __ _ 8" PGPA & fPC PLAN Not to Sc,;i!e WATER CONSTRUCTION NOTES: ® ® @ @ @ ® @ ® @ @ ® @ @ @ @ @ @ @ @ Furnish and Install 8" PVC C-900 Pipe (Closs 200) w /DI Fittings. Furnish and Install 10" DI Tee (Flg'd) Furnish and Install 1 0"x8" DI Reducer (FExFE). Furnish and Install 1 0"x6" DI Reducer (FExFE). Furnish and Install Thrust Block per CNB Std-510-L-A or Std-510-L-B, as the Cose May be. Remove Interfering Portion of Existing 6" ACP and Connect with 6" PVC C-900 Spool (Cl-200) and PVC to ACP Transition Coupling. Furnish and Install 8" 22.5" 01 Bend. Furnish and Install 6" DI Tee. Furnish and Install 8" 90" DI Bend (FExFE) with MJ Adopter on Upstream end of Bend. Furnish and Install Fire Hydrant Assembly (including Bury, Valve, Thrust Block & lateral Piping) per City Std 500-L. Furnish and install 8" Double Check Detector Assembly (DCDA) and PCC Slob per CNB Std-517-L. Furnish and install 4"x4x2-f (4-Way) Bronze FDC with DI Riser & Fittings, Insulators, Couplings, DI Spools, Plastic Cops as Approved by CNB Fire Department. Furnish and Install 2" Water Service per CNB Std-503-L. Furnish and Install (Domestic Supply) 2" Reduced Pressure Principle Bockflaw Prevention Supply per CNB Std-520-L. Furnish and Install (Irrigation Supply) 2" Reduced Pressure Principle Bockflow Prevention Supply per CNB Std-520-L. Remove Existing 10" Tee. Join Existing ··10" ACP and 6" ' ACP OS Indicated. • Furnish and Install 2" Rigid Copper Tubing (Type K). Furnish and Install 6" RW Gate Valve (FExMJ) per CNB Std-508-l. Furnish and Install 8" RW Gate Valve (FExMJ) per CNB Std-508-L. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS:· THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES, LINES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILl11ES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOY-JN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERA"llONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED: ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND, WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." JOAQUIN 4AS-BUILT \ THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlllONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOR~ING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IDEMNIFY AND HOLD THE OWNER AND THE Cl'v1L ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION l\1TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM , + PREPARED BY: N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Manage,nent \l<-. E=-L---,L-,-Y~N~O-L-,-A.7N,--R=-C~E~5-,-'2.--cE,-c4--cE,---DA-T=-E-,------ THE SOLE NEGLILGENCE OF THE OWNER OR Cl'v1L ENGINEER. REVISIONS REVIEWED NO. DATE BY APPROVED ffi l'l./10/01 KN AS·BUIL1 UTILITIES DEPARTMENT DATE: DESIGNED BY: DRAWN BY: o--+----1---+------------------+--------1 KN KN o--+----1---+------------------+---------1"c"'H"'E"'CK~E~D~8Y~:--r.cDccAT"'E~: ----I KN 6/14/05 SAN JOAQUIN HILLS ROAD Water Improvement Plan St Mark Presbyterian Church 2100 San Joaquin Hills Road CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. R-5902-S SHEET 3 OF 4 143+00 " co11c C '\ I \ ' r 1' i 1,, ! ' I l --1 r : ! I ' ' I I I ,,-I ' ' ' I I I , I I I = z ' I. I 0 I, I I~ I I R1 R41 -----------~eei,St Mork Presbyterian Church Precise Grading __ -------Plans-for On-site Striping and Markings (Typ) Type IV(R) Arrow Type IV(R) Arrow R26 = [£1 -= = SIGNING AND STRIPING CONSTRUCTION NOTES !~ QJ Install Sign and Sign Post as Indicated. 12] Add Sign to Existing Pole or Post as Indicated. I}] Remove Conflicting Striping or Pavement Markings. ~ Existing Striping or Pavement Markings to Remain. @] Relocate Existing Sign and Sign Post as Indicated. ® Install "Bike Lane" Legend per Coltrans Standard Detail A24E. (j) Install Caltrons Pavement Marker or Traffic # . Standard Detail Number Indicated, Coltrans (A,B,C,D). 0) Thermoplastic '"' ..ia :, • _j Line per Std Plan A20 ~ ~ GENERAL CONSTRUCTION NOTES 1. 2. 3. 4. All striping details, markings, markers, etc. shall be per State of California Department of Transportation Standard Plans, 2002 Edition. Temporary traffic striping and markings shall be paint applied in one coat and as soon as possible within 24 hours after the finish course of pavement has been applied. All final striping shall be "Spray Reflectarized Thermoplastic" applied at a minimum thickness of 0.45mm. Crosswalks and Limit Lines shall be applied at a minimum thickness of 0.90mm. The final striping shall nay be applied until the paving has been in place for at least 15 days. All Conflicting striping and pavement markings shall be removed by sondblasting or other method approved by the Engineer. &AS-BUILT KELLY NOLAN RCE :,?.G4-6 DATE PREPARED BY : N C I Nolan Consulting, Inc 26901 Camino de Estrella, Suite D Capistrano Beach, California 92624 Ph: 949.240.7555 fax: 949.240.0755 Civil Engineering and Project Management REVISIONS REVIEWED NO. DATE BY APPROVED ,_,ffi=l=--t_l"l_/_l0_/0_1-+-K_N_>-A_S_-_B_U_l_l T-----------+------< Traffic Engineer RCE 22045 l---t---1---1---------------+-------1 DATE: DESIGNED BY, DRAWN BY, t-----t---1--1---------~----+--------1 KN KN l---t---1---1---------------+-------ICHECKED BY, DATE , KN 05/14/05 SAN JOAQUIN HILLS ROAD Street Improvement Plan SIGNING AND STRIPING CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. R-5902-S SHEET 4 OF 4 l/ .... lr