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" z 0: li' ::, • u ui z 5 g; • 2 D ~ D 0. 0: 0 u D ~ 0 :,: ~ ; 0: 0 ~ ::, "' " w z 5 g; • I • • Q ' I ~ t 0: D 0. 0: 0 I " . 0 a ' :,: 2 "' ii'. ; 0: 12 :ii " ui z 5 g; • " < ITT ' □ " ~ " " z > • ffi a u a w u ~ ITT ' a " w • , , z > • " w ~ □ w u u < ITT ' □ iii • I ·, I , " ~ " , " " " " ~ i l ~ ~ " • • a ~ • ~ s ' I j " , ~ ~ . 0 " . ~~¥ VICINITY MAP : NOT TO SCALE 19TH ST. PROJECT LOCATION . 1 ' ~ ,__,j . -::,t . _J .. ~ 'X· r ,._!'~- 1 O' \. LEGEND • • A.B. AGGREGATE BASE A.G. ASPHALT CONCRETE C,F. CURB FACE F.G. FINISH GRADE F.L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT NAT, NATURAL GROUND R.C.P. REINFORCED CONCRETE PIPE T.B. TOP OF BERM T.C. TOP OF CURB T.F. TOP OF FOOTING INV. INVERT V.C.P. VITRIFIED CLAY PIPE P.L. PROPERTY LINE -s-SEWER LINE F.F. FINISH FLOOR T.R. TOP OF RAIL P.B. PULL BOX TELE. TELEPHONE BOX W.M, WATER METER ~ SIGN °Q--~,v UPPER NEWPORT BAY/, I, EXISTING FIRE STATION fl w ct, VII.JU WAY -w--, WATER LINE c.o. CLEANOUT E.P. EDGE OF PAVEMENT B.W. BACK OFEWALK L.F. LINEAR F ET EA. EACH S.F. SQUARE F~ET MIN MINIMUM (882.70) EXISTING ELEVATION M.H MANHOLE W.M. WATER MEirER F.H. FIRE HYDtNT P.P. POWER P LE LT. STD. LIGHT STA OARD S.D. STORM Df1AIN S.S. SANITARY r,EWER P.V.C. POL"l'VINYL; CHLORIDE .. POWER P()LE ol:{ LIGHT STANDARD E'?7 CONCRETE .. WATER VA~, VE 004 FIRE HYO ANT LA LANDSCAPE AREA EMERGENCY TELEPHONE NUMBERS: AGENCY SOUTHERN CALIFORNIA GAS COMPAN'l SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY or NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 1-800-427-2202 1-800-611-1911 ~ 7141259-4500 949 644-3011 714 962-2411 714 542-6222 AFTER 6:00 !!42-3975 (949 720-4040 1-800-422-4133 Ii: I 'I 20' : ::, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT GENERA~ NOTES: CIVIL ENGINEER'S NOTICES TO CONTRACTOR : 1. 2. 3. 4. 5. 6. 7. 8. 9. 1 o. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHER\l!ISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1988 EDITION, AND SUPPLEMENTS TO DATE. EXISTINm UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RE PONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINN NG CONSTRUCTION OF THE NEW FACILITIES. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAINS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STANDARD DRAWING NO. 510-L. ALL CONCRETE SHALL BE 560-C-3250. ALL DUCTILE IRON PIPE SHALL BE ENCASED IN AN 8 MIL POLYETHYLENE BAGGIE IN ACCORDANCE WITH A.W.W.A. STANDARD C-600-67 AND THE APPLICABLE CITY STANDARDS. ALL BELOW-GRADE PIPE FLANGE JOINTS SHALL BE MADE USING 316 STAINLESS STEEL ALLOY HEX NUTS, BOLTS ANO WASHERS. EACH SHALL BE GIVEN A LIBERAL COAT OF ANTI-SEAZE COMPOUND. THE WALLS AND FACES DF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDEb BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCJ\VATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZAROOUS GROUND MOVEMENT MAY BE EXPECTED. THE C()NTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN ITEM NO. 7 ABOVE FROM CAL/OSHA. THE CONTRACTOR SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (949) 644-3311. THE CONTRACTOR SHALL INSTALL A 10 GAUGE INSULATED TRACING WIRE ON NEW P.V.C. WATER MAIN PER INSTRUCTIONS FROM UTILITIES REPRESENTATIVE, LOREN LOVE, (949) 716-3410. EXISTING BUILDING 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLITT RESPONSIBILITY FOR JOB SITE CIJNDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY or ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NDRIPIAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. J, THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREDN ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). 4. THE CONTRACTOR SHALL VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PLAN, THE CONTRACTOR SHALL CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN . IF REDESIGN IS UNFEASIBLE, THE CONTRACTOR SHALL RELOCATE UTIUTY AT NO EXPENCE TO ENGINEER. CAUTION PROPOSED EXPANSION TO IUILDING EXISTING 3" GAS MAIN. GAS LINE TO BE RELOCATED PRIOR TO BUILDING CONSTRUCTION. -·--· -=-~::::~-'''-'-' ______ j . \ . =-· ----~,£.---·----- -*: :·--s11w---% ·-dt:---- LOCATION MAP : w. GO.lsr HIGHIIA y I I EXIST. _ _,._.1 '-1-_,,"lY·,__ ~'. ---..... -·· ~\59•---·- l----+------------~-'-1.11-./-----f+--f+----,~----o--j Cl1!'Y OF' NEWPORT BEACH THIS P4,N IS SIGNED BY THE CITY OF NEWPORT BEACH ~OR CONCEPT Ai'ID ADHEREl'ICE TO CITY STANDA~DS AND REQUIREMENTS ONLY. THE CITY IS NOT !'ESPONSIBLE FOR DESIGN ASSUMPTI0"1S AND AC(l:URACY. EXIST. e· C.1.P. 4 32nd RECONSTRUCTION NOTE: REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT AND CONCRETE SIDEWALK AS APPROPRIATE. STREET i I I i (_o I I EXIST. C.I.P, WATER SYSTEM CONSTRUCTION NOTES AN,D QUANTITIES: 0-REMOVE AND SALVAGE EXISTING WATER MAIN, RETURN TO 949 WEST 16TH STREET; ATTENTION: MR. ED BURT, 949-718-3402. ------------159 LF . ©-CONSTRUCT THRUST BLOCK PER CITY OF NEWPCRT BEACH STD. 510-L-A. 1 EA. @-INSTALL 45' MJ X MJ DIP BEND. 1 EA. 0-INSTALL 6" P.V.C. C-900 CLASS 150 WATER MAIN PER CITY OF NEWPORT BEACH STANDARDS. _______________________ 159 L.F. ©--CUT AND CAP MAIN PRIOR TO RELOCATION OF WATER MAIN. REINSTALL AFTER MAIN IS RELOCATED. ___________________ _ 1 EA. ©--INSTALL LONG BODY TRANSITION COUPLING (CIP X PVC). _________ _ 2 EA .. © IUSTALL tJEW W,lwCR SER\'IGE PER Ql'PI' er ~IEWPOR-T BEAGI I s:i:e. S82 L ©--REMOVE AND REPLACE CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD. 108-L. -------------------------508 S.F. CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SCALE 1 "= 20' WATER SYSTEM IMPROVEMENT PLANS: 32nd STREET APPROVED CITY ENGINEER DATE BASIS iOF BEARING THE BEA~ING or NORTH oo· 44' 30" WEST FOR THE CENtERLINE or VIA OPORTO AS SHOWN ON A TRACT! MAP NO, 1117, RECORDED IN BOOK 35, PAGE 48: OF MISCELLA"1(0US MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, WAS USED AS THE BASIS or BEARINGS FOR THIS MAP. BENCHMARK B.ht NO. NB3 17 77 NEAR THE S.E. COR"1ER or THE BRIDGE, OVER WEST LIDO . CHAN"1EL, LEADING ONTO LIDO ISLE, 22.3' S'LY FROM THE C.L. or VIA LIDO, 23.0' E'LY FROM THE S.E. CORN,[R OF THE BRIDGE, TO A SECOND ABUTMENT WHICH IS 5.1' W'LY FROM THE E'LY Et-ID OF THE CONCRETE BANNISTER, S.3' S'LY FROM THE CONCRETE BA"1NISTER, SET ON TOP OF THC SECOND ·ABUTMENT. NB3 17 77 ELEVATION : 222.12 ADJ. : 1971 PREPARED BY: K.W. LAWLER AND ASSOCIATES, INC . 21132 WALNUT AVENUE, SUITE A TUSTIN, CALIFORNIA 92780 46214 l•l.4·• I (714) 730-0401 R.E. NO. DATE (71~-.0841 FAX DESIGNED DRAWN DATE BY DESCRIPTION APP'D -==---========':_ _ _;_ ____ 01-24-01 i---~-~~--..,,..----------~---t-L_.G_.s_. ___ +-R._K_.K_. __ __, KERRY w. LAWLER, R.C.E. 23927 DATE REVISIONS CHECKED DATE IUGISTRATION EXPIRATION DATE: 12-31-01 L.G.S. 01-17-01 FROM VILLA WAY TO LAFAYmE AVENUE CITY OF' NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5Z.8o-'5 SHT. 1 ,OF' 1 100-467