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HomeMy WebLinkAboutS_5186_Ss E w E R R E M N E w ENGINEER'S NOTICES TO CONTRACTOR : 1. THE EXISTENCE ANO 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 COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 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 WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HO[D 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. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON 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 UTILITY AT NO EXPENSE TO ENGINEER. GENERAL NOTES : 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH SPECIAL PROVISIONS AND STANDARD DRAWINGS, (1994 EDITION), INCLUDING SUPPLEMENTS; AND STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREETS. 3. 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 OF THE NEW FACILITIES. 4. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 5. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILIE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENTS INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS .. TRENCHES OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7 ABOVE FROM CAL/OSHA. 9. P.V.C. SEWER PIPE MAY BE USED IN LIEU OF V.C.P.. PIPE MUST BE MANUFACTURED PER A.S.T.M. D3034 SDR35 OR A.S.T.M. F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE ANO CONSOLIDATED BY JffilNG PRIOR TO COMPLETION OF TRENCH BACKFILL. 10. ALL CONCRETE SHALL BE 560-C-3250. 11. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. NO. 314-L. 12. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEOS SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. EMERGENCY TELEPHONE NUMBERS : AGENCY COMCAST CABLEVISION SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY NUMBERS 542-3975 AFTER 6:00 P. M. 634-0251 895-0221 611 SOILS ENGINEER : p CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICT 962-3011 542-6222 MEDALI., ARAGON GEOTECHNICAL 4500 CAMPUS ORNE, SUITE 488 NEWPORT BEACH, CA. 92660 (949) 660-9292 L 0 C A T I 0 N A N D G R A FOR A u R I C E V 1 9 0 1 K I N G s 0 R T B E A LOCATION MAP ESTIMATE OF EARTHWORK QUANTITIES : RAW CUT ___________________________ _ RAW EXPORT __________________________ _ NOTE: THESE QUANTITIES DO NOT REFLECT SPOILS DUE TO TRENCHING OR FOOTING EXCAVATION. STRUCTURAL ENGINEER : ARCHITECT : C 280 C.Y. 280 C.Y. H, APPROVED APPROVED MOAYEDI & VOLPE PARTNERSHIP, INC. THE WOODS GROUP ARCHITECTS 2182 DUPONT DRIVE, SUITE 203 IRVINE, CALIFORNIA 92715 (949) 250-4700 3500-B W. LAKE CENTER DRIVE SANTA ANA, CA. 92740 (714) 437-0BD1 A u G R 0 A D C A L I F LOT 6 DIRECTOR OF PUBLIC WORKS R.C.E. 16791 UTI Lill ES MANAGER R. C. E. 25553 CIVIL ENGINEER : K.W. LAWLER AND ASSOC., INC. 2832 WALNUT AVENUE, SUITE A TUSTIN, CALIFORNIA 92780 (714) 730-0401 (714) 730-0841 FAX DATE D I N H N 0 R N DATE DATE o/t/()t BY DESCRIPTION REVISIONS G p I A VICINITY MAP : NOT TO SCALE [Bl HOAG .--!OSPITAL SHEET INDEX: SHEET NO.: 2 LEGEND : A.B. AGGREGATE BASE A.G. ASPHALT CONCRETE C.F. _____ CURB FACE F.L. FLOW LINE F.S. FINISH SURFACE G.B. ________ GRADE BREAK H.P HIGH POINT L= CURVE LENGTH T.C. TOP OF CURB T.G. TOP OF GRATE INV. PIPE INVERT EDF EXTRA DEPTH FOOTING F.G. FINISH GRADE B.C. BEGIN CURVE E.C. END CURVE L P.C.C POINT OF COMPOUND CURVE S=0.0020 SLOPE OF PIPE INVERT <-1'Q.1i_ SLOPE OF FINISH SURFACE DIG ALERT : A N PROJECT LOCATION DESCRIPTION: TITLE SHEET SEWER RELOCATION & GRADING PLAN 635 PROPOSED ELEVATION (635) EXISTING ELEVATION l CENTERLINE -FIRE HYDRANT o--0: STREET LIGHT t:,. DELTA ·G--GAS LINE -s-SEWER LINE -w-WATER LINE -E-EDISON LINE -T-TELEPHONE LINE -S.D.---STORM DRAIN LINE -C.T.V.-CABLE TELEVISION LINE L.A. LANDSCAPED PLANTER E.D.F. EXTRA DEPTH FODTING S.W. EXTRA HEIGHT STEM WALL WITH MOISTURE PROTECTION CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. (U.S.A.) 1 800 422-4133 APP'D APPROVED R.C.E. 46214 UTILITIES ENGINEER CITY OF NEWPORT BEACH DATE 4-'L"'I -O l LAF LAF LAF DATE:11 -3-00 GRADING & SEWER RELOCATION PLAN LOT 5 TRACT NO. 1221 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5-5)8/,,,-":, SHEET 1 OF 2 j __ J_ - ' ' ' -~,-·--~---- 1 --+----- I I- _,, _____ ------------T'-~-__ .. _____ •----r-- -----------, ' ,- I -----1 ___ j_ . ----· ---·!·----,_ -"1---~ ·-----' - I ' I : : ----{ ---i--·• L I ---l ·----'-.. ----__ !_. ··r·---c• l ---~ ' ' __ [_,_ •+ ___ ..,i -----1. ! · r· ---• ---i ' ! I ------+--' -: ---!---- ----1-- - I i I + --:-L- -,------,----+ I -----+--_I ---'----: ----,-------1------+-- -.__ __ ---,-------.---··r-"· -y- ' ' ----__ __) ---L._ I • i . ----!---t : i +---j ' : . i T • __!.,_. -+-•---· -·· --·-·1--t·· _L. ' : --l --, i·- i--'-----'---:. ' --..----' ' --------------1-~------·-r·---1------· --•-------+-.. .:.. --,-·-·-f ! J. -. ' ' ~-. ··1 55;... 55- ' ' ··-t -~--~ ------· : ' ' I ' I I ' • ' ' _ _ _ _ ~~ -_ _ , Etx __ s R t L_s _t_ : a Joi a: tl +----~ -----~~~ -~=-:-,_--7 -----·--+ : ---1---, ' ·\.-----··--·-_,__ ----' i I .. J ---·--- ' -~r- 4 - ' EXIST. .,,., -·-· -+.c-.,. 6 P.V.C, ---, --- + - L 10+00 I I _ _,! -_, --+-lf OTE:-coRiiRAqro~,~-i>cft.Cr PrPE~JOOm--~ -~-1---_i __ ,--!--l-~---' --: __ ;_ -:-'-----:- _j --;--'--AJ--rHE7.tt0L-pet1tfilfTWfENj-fLOOR-'--i--i j--' r· -1-:--- JOISTS tO fACjLtr~T-E ACCE$. ; --i ' ' I I --i . .L._ --" _, --:-' ,-FJ, =L61t6j-_ -'-~ __ -------------;---+--' ___ .L -1--- ' ' ~----1-----'------r ' • ----'.----~----'----->-·+-> ----,--·- 0 EC :K• _j - ' -i ---- ! 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SCALE • 1"== 5' i---·-· ---,-----~---------·r b----~; +-----------'----! ---!---i-- ' i ' i :o, z, /' --~-----,---_ i,.._ ___ ) ____ ,_.,,,..........;__ "=-:---_to'.') _ N -c ·----_j __ _ i- _[ _____ _ ,_ .. ---· .. --_L -----, i -------:.-__ _L -t ! : 10+25 \ ,,• C ....... - -~ ' i --!c---_, ---• ---·r··--:· ----:,_,___ ---,-· -!-------------~-------·---' --:---,---+----T---____ L ----,--____ .1 __ _ /· -' ---,---_!_ -l-------------'----+- ' ' I ' ' ---1--------, ----i· ------ ----,_ -_: - i --1·-1---1---- :: J_ ' :~~ -~;--O-~ ·-;,r ~~~,oofo -+----I. --J---•-. --c-·· 0 .-~~-:_•--• I --j---s~o~o~oi,,~/ , ~;-·• / -~•. X;",r~ .. ,~, T· --~~-------__ -+, r~~¾~t ~e • . . -~ -~; * :I! 1--- ' ---- -·-J .. J. i __ ;t_PlP[1C.LL __ , ____ ~ ------, ---,-----oi'~ "-----_:_,_~i- ----:-----:----:---·---i---------_____ ,, _______ • :-• 1 __ -.---------~----:--·----··;-··a~-------···:---·----~---~- --1 -- i --~--------!-- -·--• ---'·--- ___ j __ ______________; ___ ....J___ --< __ ) ____ ---___ : ·-· .-----' .+ .:r,.. __ \ ____ ' . "'T'" : F.S. ;: 55.81--, • 5:' c--l -----<---------------:------i-------'--~--------·.-------·--·--· --t··· ,-----··----,·---:-·------i----·--·· --N--~----_.L -------------t - --~ ..... L. ... ----·---' ----' --:----' .. ·-·-'-+-·--·--· ···-"'··-· _.;._ __ ---.. l ----·-I ---f-- i i ---l-- _ 60,61 JNV; I --' ----1-- -------- ' . _ _[___ ;" ' i ' ' ! • 1 : ' ' ' -~ - i " ---' ----_____ I_ ' ' IN$TAµ ~1.$4 LF.;-6"; YELLQW MINE SEWER ~INE ___ i _ ------------__ _!._ ___ : __ ,_ <( -----':----- ,----..-- :z: 0 LLl O;;:_ LLl :::i:: . -. --•------;---:-- @) F:.F: = --63.68 _ BOTTO~= -62.31 --, - j --- --;----- 10+50 .-.. -, --- ·-., CONCRETE Pll~TER (TYPICAL) BUILDING OUTLINE. _(TYPICAL} J_ __ --- ' ' 1--! ---.J_. ---------,--------+---- i -,_ --,_ _, -----,---7---L----,_ -1. ----- ,·--,-----------. ,------,-- --1 ·-------·' --•-l----_ __,_ ··-·--·---- ' 1-f - -_J - ' ! :---- ' .... ·--·--------+ 10+75 -~·--· --.. ,• . . ----~:=;;--·2=--sl--' - ij_l!,3~• .w: ,6.;~.00' ✓ ••3-JF ,.,.,. / WJ.O ' • • i ' ,_ ••'✓.•_ L--=:o;--:-:":-. S&--_.,,., -_,-,' ?6:'33,T.l\'.A,-;._,::;o~o·~-ri--7-;;~M;;c;---r?~-~-t-::>:!,5;;&;:::::,_; ___ -' ~-< .~ u.ss--,· ~_,, --. --. . - 5~8t T:r . .6.=10:oi.oo?"-;;!5 __ ---11 ~------"' tiMITS OV GRADING . / i -, /, ' -""'< ',::.,·, ---- .,.,. _/ ---- ' I --, I -·,--·----· ---·· --,---------· PROFILE SCALES : HORIZ. : 1 "=5' VERT. : 1 "=2' ----- EXIST_ING,'SrHER ~SEMENT --' • -- f /" PROPOSED-SEWER f.l.SEMENT . ·-----. - •.. ·-. CIVIL ENGINEER --r. -:-ss ,-55 L&J z: =:J ~ a....J a... 0 a:: a.. K.W. LAWLER AND ASSOC., INC. 0 5 10 SCALE IN FEET 15 2832 WALNUT AVENUE, SUITE A TUSTIN, CALIFORNIA 92780 (714) 730-0401 (714) 730-0841 FAX DATE BY CONSTRUCTION NOTES SEWER LINE IMPROVEMENTS • • 0--REMOVE EXISTING 6" P.V.C, SEWER PIPE. 0-REMOVE EXISTING SEWER CLEANOUT, ©--INSTALL 6" YELLOW-MINE SEWER LINE PER CITY OF NEWPORT BEACH STANDARDS. HANG PIPE rROM JOIST PER DETAIL HEREON, ©--INSTALL SEWER CLEANOUT PER CITY or NEWPORT BEACH STANDARDS. ®-INSTALL 48' DIAMETER FIBER GLASS MANHOLE PER MANUrACTURER'S SPEClrlCATIONS. ©---CONTRACTOR TO RECONECT EXISTING SEWER LATERAL TO NEW SEWER LINE. 0--12" STEEL SLEEVE WITH LINK SEAL ©---YELO-MINE 22 1 /2' SWEEP SITE IMPROVEMENTS ; ®--CONSTRUCT RETAINING WALL PER STRUCTURAL ENGINEER'S DETAILS. @-CONSTRUCT 4" MINIMUM THICKNESS CONCRETE SLAB. @---INSTALL 36' WIDE ACCESS GATE WITH CITY KEY. @--REMOVE EXISTING SIDEWALK. TYPICAL SECTION : SCALE : 1• = 5' NOTE ALL SEWER LINE STRAPS ANO HANGERS TO BE STAINLESS STEEL ~~ I 11 EXERCISE ROOM I' " ,-J /1 r ~1 jl/ I EXISTING SLOPE~ I / PROPOSED SEWER / DECK PIPE7 / I 1' MIN, JI, / FINISH FLOOR = 63,68 I / / I I I, -"l BOTTOM = 62.31 I _.,/ T -~ y I 4,5' I PROPOSE;•;;:;;;::Jw. I I -I _. .-,, I ;,, I ', 1 ' ' / 00 __, :'MIN. I I // i ,- _/ I I F.S. = 55.81 _,.,.,.,.-' ,:,--_·--:-·-,<:\: _;:_---•·.", -. ·• ... ' ~ .. -... A , .. I PROPOSED GROUND __,,/ PROPOSED PILASTER t A j PIPE HANGER DETAIL : NOT TO SCALE n e--------~c @ 1/411 THICK STAINLESS __/ STEEL PLATE AROUND BOTTOM OF JOIST PROPOSED _,..- 6" SEWER PIPE ALL STAINLESS STEEL TRIM NOTE : SECTION A-A FLOOR JOIST ----1/2" BOLT & NUT (STAINLESS STEEL) 12" MIN. I I I I I I CONCRETE RETAINING WALL HANGER SPACING TO BE 5' MINIMUM AND APPROVED BY CITY INSPECTOR PRIOR TO INSTALLATION, APPROVED Ml R.C-E. 46214 UTILITI !::: GINEER CllY OF NEWPORT BEACH DATE ~-1.1•o\ DESCRIPTION APP'D LAF LAF REVISIONS LAF DATE: 11-04-00 GRADING & SEWER RELOCATION PLAN LDT 5 TRACT NO. 1221 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT _ SHEET 2 OF 2 100-63