Loading...
S-80-1.1-1.4{ 4 Aftl !/LOPS G49'lGEif/O B ter- r�EWElI AI i /,t/ 49.9Z' G'Xd" r -0 i S�WF.C� GLEAiI/OUT -G'7✓ WATEX M41A/ - die/ -� - -- GATE IiL1G!/E 1. 154' 1.17, Backfill material will have a sand equivalent of 30 or greater. DESCRIPTION 'd "/A/ 4EiV`72 9C.o LL Jam. 1 _a LN / i4 401,2014E "A Q Ex G. ✓ ,A V�>A/C 6E5 'B `, NA tit j �ee � I, I' J Out MM 14.r - � O"FO/IXiEO �/ ✓SWAY fx F�. AY 6 y,✓ 0,r? / ✓Er/ Bap O S G V, ✓G.G �A/F� N/A/ s /o„ AG���O Obi ✓E QQO y � vRO�yEO - 6 JJ �s -may O T 1114e: t/ /7Y MAp '41 Al . � H4u�s� �sE�o,PE you vie �oc� 11AA M,(r6e0411Va L454 TAUS /x$40- 4ZZ -¢/33 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS The existence and location of any underground utility pipes or structures shown on this plan are obtained by a search of 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 shown and any other lines or structures not shown on these plans. All contractors and subcontractors performing work shown on or related to these plans shall conduct their operations 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 Regulation" of the U.S. Department of Labor, and with the 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 or with the State of California Department of Industrial Relations' "Construction Safety Orders." Contractor further agrees that he shall assdme sole and complete re- " ` sponsibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this require - ..- ment shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, Indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged, in connec- tion with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer. , REVISIONS NO. DATE DESCRIPTION ` Z -25 -iv A0060 Cm.` SE'W6,E �? �Z "WATE.0 SEe✓ /CE' F02 Gd! /a 1404 ADOCO Ex/_4T sekw_e or Aews60 8`ACP 7b ertsT `" /A/r/GLEi/A5 oA/ LA4/6 = D. OO ti/�,d 4777 old!:- ,571VIZ4,P 719 OT/ 41a,5 V LS 1. � c � a GV"077-irCG C_f149 V M97E5 44AIa tga,441717"Y ES7YM.47'E'd1�:= Wil, O!/EME.VT* STREET /MpQOI/EMENTrs _ -- DU,4,�� /�j All work sl.all confirm t t`e City .,f Cosa M sa stag ands and shall meet t e approval of 'le City En:.in er, ¢' lO--- G0A157. Z7g.0WEx&v G1/R6 ^Are uTY 5Tt7 A/D. -Ao3F All street stationing refers tc -,he centerline if 'be street. a-- GOA/yl oQlkli /WY APPrZOAGf/ 7YFF .7L 1- Q G /7"Y 97?J. o(/D• 501¢ / 0235. r✓ ' • Curb data refers to tie face Of curb . Parkway trees will be planted and irrioati•in lines installeo including risers, heads, valves, and meter_ as rfirec eri I;i .,e liO -- QEMOIrE EX/yT /01/6 GU,e� 6�/77EQ /Bd L Costa Mesa Park Director, All work shall be performed in accordance with E a Standard Specifications for Public Wlrks Construct.io'i, 197' edition. 6. Contractor shall furnish and install all siprs, lights, tarricades, and any other traffic control or warning Hevices, is cludirr. flagmen, as may be required by the Engineer. All items mentioned shall be in conformance with the current requirement as SEWEk' /MPQOdE��1E.f/T<i (PA✓vgT� specified in the latest edition of the "Construction Safety Orders." Failure to do so will be cited udder applicable sectio;� of " e C.V.C. and corrective costs to the City will be charged. --------- - - - - -- II c- "w 4 1c: 7. Contractor shall obtain a permit a ^•d regltesf inspection from City Engineering Departme :A to bjemade ':8 hours iu advance of IZ 4001/47 B' l�G.i° SEsY/E.P B3� L.� performing any work. Telephone: 754 -5323. S. The amount of asphalt binder to be mixed with the mineral aggregate shall be ,6 percent by dry weight. The exact amount will 13 40A/� D r ZO L.F (GL 1-50% 4447- 1,eOA/ 4 6A• be determined by the City Engineer, 9, The City of Costa Mesa will pay for the initial soil and materia Is tests. Ary subsequent ,-oil and materials tents deemed nece ;ary I� -- GD,f/LiT. 9777. 48 "a14. 141,q/11-10L,4=' e �5A • due to the failure of the initial tests, will be at the contractor's expe e. 16 GON�iT LATEQAL N /PGr1F /14/ L 10. Where driveway depressions are constructed, the driveway approaches sttaii be constructed t6'Woperty lire per City of Costa Mesa standard plans . Location , type and width are to he approved by the City Eno ineer. li GOA1Rl Da 5E -k/E,Q LATE.PAL K/ /pL_______- 250 L'F 11. All underground work shall be completed prior to an urface work in the lic right of way, p Y " p.11. // 12. Any City benchmark, monument, or ties that are destroyed or disturbed durin constrnctjon shall be replaced. Any change it I`1 4001/97 GOAJG. E�t/GA�iEME r, ZO L.�, PECK ylJ L7kl,6. A/0. ZZ q Fes. location or elevations shall be reported to Citj Engineer by a licensed s'arveyor on 3 -1/2 x 11 loose leaf paper (one side only)! , showing location and ties, or level run. 4 `Z4 .a 47017 /Or(/ Peew ex/ <iNEET /UO. Z L Protect all existing utilities in place. L I GO01e;fr ¢ - A" TO / - eo / 99�A16.e MAN /FOGO f FEZ l7ETA /G ON *#EeT 5 EA. 11, Paving and base section listed in the quantity estimate are for bidding purposes only, and are s(thject to revision upon receipt r' of soil tests. 15. Contractor shall obtain a permit and request inspection from City Engineering Department to be made <' Q hours ill ac'vance of ± performing any work. Telephone: 754 -5323 vftY .f/g7FPG /ii/E /M,d.PO!/Eiv1EiVT� 5tE -k/E,Q r!/OT�g ��idgT�) u IN�GOI/L/T 2" /QQ/t5A•71,aw *g,,ey/ /GE p� !-;T/7 pk/6. N0. Z h//T</ Z"' 1, The sewer system shall conform to the standards of the Costa Mesa Saii'ary District, t A/ATEQ M�7'F-Q A EMc"fLy 4t Coat • 2� 47Z7 X/O. =, 3 AA. 2• All sewer stationing is along the centerline of the sewer. L' GOAT. !o'/ A.G.i° lq/gTFQG/.UE 3, Manholes shall be left clean. �? ,0AI1i7_ B" 4.G.1? A1ATE.QG/NE EGG /�w) - Z/77 L.0e 4, The developer shall furnish the sewer contractor with a �- GON9T G ,i BZ/7YEC? a L plot plan indicating the r eco mm a Ided location or r. e house ca-mection for each lot prior to sewer main construction. xA' % q A , M ,, All sewer lateral_ shall be staked b a surveyor or before trenchin B" Burr FGY ligLVE (Fir6_ A P/% AA - '' Y ` Y 9 3 GO t/yT /O BU ?T�?SGY dAG ✓E(F:'�. r Pr / Eq . 6. All sewer connections shall be placed prior to surfacing of street_. Al 7. Clay pipe joint compound shall be CP). -2; X-60 mechanical compres ion jo�Its shall be Wedge -Lock Speed Seal Mainline, or w� : /r/yTAL L ,�iA?E NYZ7.�AA/T A EMdGY PE.Q �rrG? G am. Ala 4f 9 �, 4 r , approved equal. In no case shall joint material using neat Portland cement i-ortar or grout be permitted. �7 GoN,iT /" k/ATE,Q L.ATFPAL PEES ;727 Ok/h NO / 8. Stamp "S" on curb at all sewer lateral locations. If//7N 5 /6 "'s►/ATEQ A45 -TE2 444E.N6GY filf 4WX Pte? 5917. ZIA/l� . A/O 3/ 4Z 6A. 38 /A/STtjLG. B "'X G" PEOC/GErZ, PLl7. x r✓L!. 5 �� 9, Contractor shall request inspection from the office of the Sanitary District Engineer 24 hours prior io commencement of work. Telephone: 754 -5400 6A' 10, Manholes shall be brick or precast concrete as manufactured by Associated Concrete Products, Inc, orappr -ved equal, - /A/yTALG B" FiGG. X PT 4 '6A• 11. Sewer manhole frames and covers shall be left �- inches below finished grade. The sewer contractor shall raise the manhole MAN /�LlI W/¢ .rlE7F��i PEP �llQ Z>�r/h. Ala 7 5 �, frames and covers to finished grade after street surfacing is completed. ®1A/9741-4 B "x!o" REOZ/GEP, FGF�. X k7 Z �, 12, Sewer manholes and covers shall be Alhambra Foundry A -1270, or approved equal, unless noted. 43 G0A1,6- B" 4 G./? !(/4TF_QL //f45 (GL ZOO) M L.,- U" 13. 6--inch VCP laterals shall .)e constructed from the sewer main to the proper*; line for each lot, ,. L " yt0 :0/00-¢" s Z� 44 CO.VST Z" a/ATE.e s6,ev /cE � ,t.,•6T�•2 oE'.¢ I}'-- ---``} y•O.OZO+O�_ 14. Work not performed in the presence of the District Engireerand /or inspector is srIbJect 'o rejection. STO owG. vo. z. / EA. 15. Permits required for sewer construction shall be obtained from 'he street department, CFy of Costa Mesa, 77 Fair Drive, Costa Mesa - Telephone: 754 -5307. 16 After the pavement base has been placed all sewers shall be tested for leakage to the satisfaction of the Costa Mesa Sanitary DISC' t, wawa il'/OrES ; TO 10a14GYA 0 <iFJr/EQ MAlt/ - A ,WWA/ Z /. Aftl !/LOPS 4A"GDG/T)Y 6 "x4' / $/' 49.9Z' G'Xd" /. ZZ' 0.77' S = 0.004 1114 17 .)0"M 69' NOTE TO CONTRACTOR, SEE SHT. 1. 154' 1.17, w 1. Water mains to be installed according to the 1980 Standards and Specifications of the Mesa Consolidated Water District. 2. Contractor to have on job site copy of 1980 Standard Specifications at all times. 3. Contractor to notify Mesa Consolidated Water District 4.8 hours prior to corstruction• Telephone 5' '_ 12 or 754- 5398.. ; ?Yf0%GAL 4Ek14 T L A/NEGT /ON 4. All plan check, Inspection and engineering deposits will be made prior to : ignature or Assistant General Manager. ' '60 y44L_-5 5. A bond will be posted at the completion of the project for 1^ percent of actual cost and will be he to ; 3r u e year. 6. Required separation between sanitary sewer and water mains will be 10 feet horizontal - feet vertical. o 7. Service laterals shall he set to grade by contractor prior to the installation of water meters and bc;(es. , s 8. Install backflow devices as per Mesa Consolidated Water District Rules and Regulations. l/i°GLFAA/oUT - 9. Protect all existing utilities in place, i N a ,* /ZE Aftl !/LOPS 4A"GDG/T)Y G4PAG/77Y G" 4 aW(i BENCH MARK NO. 174 974C dPM B" S = 0.004 1114 17 .)0"M 10. All water mains shall have 3 -foot, 6 -inch minimum cover to fiAkslhorAde- ++;' 11. Contractor to obtain a permit from District Engineering Department prior to performing a+-; wo ^k, 12. A 15-foa: water make easement vi; I( be granted t0 the Mesa C0f5s OliSiated Water Distritt for maintenance purposes. 13. Raise existing water valve covers to grade. 14. Install fire hydrant per Standard Drawing #4 R/JOM011115a dy' 401474,,V544, 44. 9'ZG97 410WASO e)/' OWU46 JS6J ,17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549 -2222 // /�� APP OVED _ ' e e!e q/a DATE ,PGaa A01 /ZZG/ 41t /Q9 '(OT E.t/ .t/F� �. ✓EFF.(�fit/NA 1701 s GATE /n/i!GjlO /4 R E F E R E N C E S (G /PEFGOW /l /lxG�F, ./= 4 .Oi30j 15. WATER MAINS WILL BE TESTED AT 225 P.S.I. FORFOUR HOURS. BENCH MARK NO. 174 REFERENCE PLANS DRAWN BY: .PAE71V �i= o.y2oOMiu' NOTE TO CONTRACTOR, SEE SHT. RECOMMENDED BY: 16. Backfill material will have a sand equivalent of 30 or greater. DESCRIPTION 'd "/A/ 4EiV`72 STANDARD DRAWING NO. WORK STARTED: Z - 5</G)27 KAO /dr' 4 x 30° �1T0 l!G. o P /P� �iFGT /O.t/g OF 5040- rWA1j647' PE'raeAl 4-- di 1*7V1_ 17, The sand backfill will be compacted to a minimum 90 PERCENT of maximum density and contractor to provide results to District. P Y p lr72:7 ¢ "!/G./? /°i/'6 6-80-379 18. Chip 2 -inch "W" in curb face to identify water service location. ' INSPECTED BY: APPROVED BY: r"cr1vv 5A, Z 4- 1 K•K• I DA MAC(/ /SOLO C7ETA /L Z/ MESA CONSOLIDATED WATER DISTRICT COSTA MESA SANITARY DISTRICT WILLIAM��SCHMID /945 PGAG�.v`l /q Add. R/JOM011115a dy' 401474,,V544, 44. 9'ZG97 410WASO e)/' OWU46 JS6J ,17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549 -2222 // /�� APP OVED _ ' e e!e q/a DATE ,PGaa A01 /ZZG/ 41t /Q9 '(OT E.t/ .t/F� �. ✓EFF.(�fit/NA 1701 s GATE DATE Z/ /f /,W CHECKED BY' DATE //t�P.P4l/G N�I/T PLAA/Li rvr 41.E /BO CHECKED BY: 7�t -� ,(#gZ1Wa4 ZW1145 I SHEET 4 OF T/TLE SyE�'7~ CITY OF COSTA MESA NUMBER CITY ENGINEER . RICE DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION; 5 110e Ala. .0, 4&11S CONTRACTOR R E F E R E N C E S DESIGNED BY: APP. BENCH MARK NO. 174 REFERENCE PLANS DRAWN BY: .PAE71V ELEVATION 0702 NOTE TO CONTRACTOR, SEE SHT. RECOMMENDED BY: DESCRIPTION 'd "/A/ 4EiV`72 STANDARD DRAWING NO. WORK STARTED: OF 5040- rWA1j647' PE'raeAl 4-- di 1*7V1_ WORK ACCEPTED: REON /LL _ INSPECTED BY: APPROVED BY: r"cr1vv 5A, Z 4- 1 K•K• I DA DATE Z/ /f /,W CHECKED BY' DATE //t�P.P4l/G N�I/T PLAA/Li rvr 41.E /BO CHECKED BY: 7�t -� ,(#gZ1Wa4 ZW1145 I SHEET 4 OF T/TLE SyE�'7~ CITY OF COSTA MESA NUMBER CITY ENGINEER . RICE DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION; 5 110e Ala. .0, 4&11S ® ■ ■ w GEC 05--- GiElr/E!I MA /,t/ AWE 2 MAA/LlOLE FiEWEQ GGEAA/OU7' k/ATEQ M411V 6A725 IVAGVE F /FE f/YOQAAt/T 4WA. -5T AISIlVe c � 9 � L �1 J PuMM �i7 Elf G� O N/A>' 16,V 0011A Y� D Li2 AGa pQ °�yED ! lk: /A* //TY MA/' l L,4LL l/N/7E,PG,POL/A/V 5FF// /L� ALE,�T, 4W HDll,4�. a.PE Y041 o1,<f AD,4IF' UN/JE,PGk'OC/�t/O LdGAT /OrVci PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 1. The existence and location of any underground utility pipes or structures shown on this plan are obtained by a search of 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 shown and any other lines or structures not shown on these plans. All contractors and subcontractors performing work shown on or related to these plans shall conduct their operations 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 Regulation" of the U.S. Department of Labor, and with the State of f 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 or with the State of California Department of Industrial Relations' "Construction Safety Orders." Contractor further agrees that he shall assume sole and complete re- sponsibility for job site conditions during the course of construction of . •. this project, including safety of all persons and property; that this require- . ment shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged, in connec- tion with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer. � f REVISIONS N0.! DATE DESCRIPTION ;:� ` ` Z -7�i -� -ADOE� !o:` S�wE.e �'`'Z "WAT6,� 5E¢✓ /CE'Fp/Z Gds I ilo-144 AODEC ExHt SE4/Ed a RE✓16EO a -Ac,- To E.r,sr m` I R 0,e1✓E1A1AY` I Y/ oz::," T G/G -rl&V /C/iDTE�J AAily QUA. -Vn7'Y E *71kf r7' urENE.PAL ,t10TE5 /=O.P STQ�E7 /M°�'DVEMEA/Ty '' Go/yy � yTREET /MA�QOt/EMEA/T6 , 0---- GovST vE/,PE�EO GC/.Qd ��� G✓TY 5TO A10, 303 o,?/v�AY APP, -004e H 7YC: F -Z 00� G /7'Y *7z:v d/O• 694- ,QEMOI/E E,V1 iT /N6 GURB 4f Qy ��? SEWER /M/�QOdEME.(/ 55 I I GG V4_r. G'/ l/G. /? 5E1r/E.2 I Z GOAAY•sT. d " dG. i°. 5E/t/E,P 13 Gt• G" x 20 L. A� (GL /SiOI e,-44-r 1,eOA1 O /P2 tiro. 48 "O /A. 5,tC/Fe4Q '/.4UHOGE -- 16 6exl*r 4" 5Eit/ErZ LATE.,QAL- N�OGU6 Il GON�I G" <iE1dER LATERAL A/bcYI ( nov*,r G" 5e1/5 2 G1 F.�f /OlI T - I`i GON�T GOAJG • f�GAtiEMEit/ r, ZO L F, PEA LrT J OA/ls- A/D• ZZ �- GOA/yr �iElA1ER PUM,° * 4T10,11 pE4 OET/1 /L1i 0A1 SNEE°T NO. Z - GI G009?r ¢ ­4" TO / -G'' ',FA/E.e MAAII�COZ -a PEf2 l7ETA /G ON y//0:4eT A/O. / .�aT�G_ /•vim /•►�.�,QOVE.yEA/�ry / �Z ///Ty ZAI T� AA�� A�iEMQLJ/ ¢6 X � a VA46'. O : " 'ijl GoA.�r. �'/ A.G.✓°. ti/AT�•2G /A/E EGG /�) ff1ATERG1NE e46 /SO) �- co vyr G'/ Bu7rEQ�zy vqL v_-� AFL,. xA'�' �-- 6OX14T. e" GONciT /O" 6!/TTEXFGY 0AG✓E�F�l. x Pr) 3� -- /A1*-r4z4 E /,?E gyaRAA1 r Ar iEAf,0z V oE.Q 'rrZ7 Owm 4/0. ¢ ZA-r �7 �NNT %B /ir/AT6Q A / e3�Y #( �O O 47 & - W 3; 38 /A/STAGG B "xG" PEOI/GE,2, mod. A> .- ®- /A/yTALG O" x G" ®--- /A/yTAGG O" cZ4 x A-`r AOA/'TE.e ®- GO�vyr" Z" MAA/ /SOLO W/4 METF�2S PEA �1J OsdG..u'O; 7 ® /A/<rrAGG O "A G" REOI./GEQ, FLb. X ,PT G0AA6- O" A.G.,0 A147E,QL/A/E K4GL 2W) PW L -F y0 44 Cdvar. Z "WA -r45Z S62V /CE ' Af6_ra2 PdZ 6 7-0. OwG. A/O. Z. / EA. ' 7V FAGS O,55 eall- !2144a- �i�M /GA,P Td OTNEQ �i�dE /A/t/ 45 E4/49 0A1 LAA/�i =0.00 r 7V /A/d_(fJ01 GO° tiTU G"(/G.%' Old" zg G c �v APP. 4 � Q. �s =0.0700 411?1 Z - 4#4e7 ,QAO///ti 4 "x 30' �lO Mq/t/ /SOLO BETA /G 2/ B// /GOrA/Gay / -5 CONTRACTOR WORK STARTED: WORK ACCEPTED: INSPECTED BY REFERENCES BENCHMARK NO. 474 REFERENCE PUNS ELEVATION 070Z NOTE TO CONTRACTOR, SEE SHT. DESCRIPTION eWlOdF_1 7 'd ' /A/ GEA/fXX STANDARD DRAWING N0. JDJ, 16,4,!Skl2se "iIwA/ A 1. W Water mains to be installed accordin-i to the 1980 Standards and Specifica`ions of the M All work !.all conf ,rlr e Cit C^ a l -? .a s' ,!-anc' .,fall nief e aprr,l,;ai r ! e Ci ' E" 1 2. C 2. All street stationing refers 1. `- cen'erline r I:e scr • ^;. All /8G L -F Contractor to notify Mesa Consolidated Water District ^?? 1ionrs prior to cor__tr,lctioil. T Telephone '- 12 or 754 - 5393.. f f ' Curb data refers to tie face o curt " oc- ll t I o t+ Parkway trees will be plante(' an,� irrioa'i,n lies inr 'alle, including ri,er °, k-ads, vat meter_ a:. r'irec eci e /BG L-F Costa Mesa Park Director. - All work shall be performed in accordance wits, Ce Standard Soecificati)n:: for P =jblic W,rks 6, Contractor shall furnish a,- install all is °:, livh`- :arricades, and any ;t!;er °raffic co;Arol or war•li,,c ievice::, i clt ei'ir•° ab- ?. flaqmen, as may be required by "te Engineer ll items mentio,,ed r,hall be i, conforma!,ce with the curre ; req.dreneill a' specified in the latest edition of the "Coas,ructiwi Sarety Orders. Failure to do ro will be cited Li appiical,Ie .;ec'io: of 'be C.V.C. and corrective costs to the City will ice cl;araeri. /T03f�G.� 7. Contractor shall obtain a permit. a ^d reque-t. inspection from City Engineeri ig Departlne a to i,made hour', advance of performing any work. Telephone: 754 -5323. B3GO L.E 8. The amount of asphalt binder to be mixed with the mi,leral a9grega'e shall he .`i perce'•,t by ery weinlit. The e' <ac. amours will i xy 4 EA• he determined by the City Engineer. 9. The City of Costa Mesa will pay for the initial soil a d materia Is tests. l v �ub'�egtie,,t oil and material:, to - s deemed ❑eces any a '' due to the failure of the i -itial tests, will he at the co ^'.ractor'r expe e. B 10. Where driveway depres-ions are constructed, tie driveway approaches 5 ia!l :,e c_w,truc!ed to` proper +y li -e per City of Coaa Mesa v �' / / G tandard plans, Location, hype a,d width are to i e apor -wed ty ri e CI'1 r ,ai,eer. r 750 L.F 11. All underground work shall fe completed prior to aey surface wort: in the o ':tic righr of way. " AA. 1 2. 4ny City benchmark, monitment, or ties that are d­s`r,,,en or rlisturF,ed c' nip• >>nstnlc`i?i ;hall i,e repla,:nd. A"y c!ianr,e r• ' 9 Fes. location or elevations shall he reported to ',,e Ci , En,:ireer',:iy a Ircer,.. c ; n• egos �i, ;' E % "? r. 11 tozi, e -leaf. 4ia¢er ( t'e -;lra nal,fl showing location and "Lies, ar level ror. Protect all existing utilities in place. sr A- 1zi, Pavinq and base section listed in Oie gt;anti'-y estimate are for Tiriirhml p„rprss only, and are s,:i e:.t re, ,,ion won re,_:e!p! of • oil tests. I 1 Contractor shall nbtain a permit and regnesi. irsnec` ion 'rim Cil; En ineering Depar'.rmem :o 're mn•'e ' olw is a;'va,ce of r performino any work. Telephone: 754 -5323 5EldF_.? A/OTES ��idATE) � 1. The sewer system hall conform to .he _ ta''dar is of the Costa Mesa Sa,i'.ary Diarist. f ' 3 EA. 2. A 11 sewer stationing is along t!•e certerline of the sewer. F /ro7Z G •,G 3. Manholes shall be left clean, ' t Al 7/77 L.F 4. The developer shall furnish the sewer contractor with a plot: plan i.lcicatina the recomme ided locat.iol: of the house crr,;�ectio+n for each lot prior to sewer mat'; construction. r A 5. All sewer lateral shall he staked by a <urveyor before tre ichinn. {ff 6. All sewer connections shall be placed prior to surfacinn of streets . r� Ir / 6A 7. Clay pipe joint compound shall be CP7. -2; X -60 mechanical re to cola ;(-� its shall he Wedge -Lock Speed Seal Mainlioe, or p,,+ 9 e54. approved equal. In no case ,hall joitlt material It_ing neat Portland ceme�,. i ortar or grout he permitted. 8. Stamp "S'' on curb at all sewer lateral locations. 4Z Ed . ? Contractor shall request inspection from the office of the Sani'_ary District Engineer !4 hours. prior -o cer;mencement of work. -- 5 ZA - Telephone: 754 -5400x 1!). Manholes shall be brick or precast concrete as manufact,.lred b; Associated Concrete Products, lnc, or approved equal. r it, 4 ¢ 7.1. Sewer manhole frames and cover, shall be left ' - inches below 'ini -!,ed crack. Fre sewer contractor shall raise J e man!,ole 0 �t 5 frames and covers to finished grade after street surfaciw it. completed. 2 12. Sewer manholes and covers shall he Alhambra F�anrir/ A -7 2 70, or approved eq ai, finless noted. 1 ?. 6 -inch VCP laierals -hall ',e constructed from ;:';e sewer main `o tl-:e proper like for eac!, tat, �xG 3 s `o . or:ope is s•Injec, rejection. 15. Permits required for sewer construction -ball be obtained frog I,e s_ree 'crar`ment, Ci y `. Co to Mesa, 7 Fair Drive, Costa Mesa - Telephone: 754 -5307. 16. After the pavement ba °e has been placed all sewers shall be to =`ed fcr leakarre to the : ati, `actiot, of tI•e Costa Mesa Sa'litary Dist. �p N 'IT ! tli .�fA 1. W Water mains to be installed accordin-i to the 1980 Standards and Specifica`ions of the M Me!a Con, olidated Water District. 1 1 2. C Contractor to have on jeb site copy of 1980 Standard Specifications at all times. 3. C Contractor to notify Mesa Consolidated Water District ^?? 1ionrs prior to cor__tr,lctioil. T Telephone '- 12 or 754 - 5393.. f f," "� ?' " ll t I o 7Yf� /GAL 44A T L NEGT /Dit/ 4. An plan check, Inspection and engineering depo wl mace p.r rL A140 4744L,E 5. A bond will be posted at the completion of the project for 1", percent of actual cost ar.0 will Le help �r e year. 6, Required separation between sanitary sewer and water mains will be 19 feet horizontal fee; vertical. Nf Tyy)� 7. Service laterals shall be set to grade by contractor prior to the installation of water meter, at-.d e -,,es. 8. install backflow devices as per Mesa Consolidated Water Distric'. Rules and Regulations. `�•. y F 9. Protect all existing utilities in place, Li /ZE MiA/ ciGORE I- ELOG/7Y G44RAG/71 /G. 97¢ d oM O" 5 =0.004 Z.�Fl /SEG /7/•¢ d.s'M 10. All water mains shall have -foot, 6 -Inc., minimum cover ..o I1 v, >1r�or. -- yt 11. Contractor to obtain a permit from District Engineering D- partm^_nt prior to prrformirr a,-; work, 12. A 15 -foot water main easement will be granted to the Mesa Consolidated Water District for maintenance purposes. 13. Raise existing water valve covers to grade. f �jEk/F /LI,Q /& AC4144&Al 1Au�Oje1VW7ioA/ 14. Install fire hydrant per Standard Drawing #4, �P /PEFLOir/rA/C� er/GG, Al - 9.0/30% 15. WATER MAINS WILL BE TESTED AT 225 P.5.1. FORFOUR HOURS. Ut T� 1 4� A, 4r• 16. Backfill material will have a sand equivalent of 30 or greater, 17. The sand backfill will be compacted to a minimum 90 PERCENT of maximum density and contactor to provide results to District;, rybs'e:t 18. Chin 2 -inch "W" in curb face to identify water service location. ' s � � S -80 -379 FIN MESA CONSOLIDATED WATER DISTRICT COSTA MESA SANITARY DISTRICTS yr v `/� /� � VC1 11 V 11® /9G5 PGAGEA/T /A AdE. ��,I1i �(� Y Y LUAM� A/l°1eOdE!! A/ G�TA IV -544, G4. 9ZGZ> ii A'Ol/E/7 d>!' �9W qty Y 17782 SKY PARK BOULEVARD IRVINE, CALIFORNIA 92714 • (714) 549 -2222 - 1 ���� -�,Q � �C?G. E. ZGGZO 61300 i( ,�a1�/ rt'-1 �' � ":��" , J '..�° ,✓ ,�.t ,- APP OVED - DATE L�N ��C / �G.rG A540 AO.. /ZZG/ :! 1 LI I � . dA DATE IN%,diPOd��NF t/T 1LAAo'* Oe • ' DE51tJNEbDY: /7 h. 5 /900 CHECKED BY raL/•I�. DRAWN BY: AF.reo r/ 1,/AileO CHECKED BY: /�A�/ �I 'J L//� I S O � H, ,' y '� RECOMMENDED BY r' !' PLANS+ t NUMBER Ate BY: CITY OF COSTA MESA M, 8,6 crrY ENGINEER .. RCE , DEPARTMENT Of PUBLIC SERVICES / ENGINEERING DIVISION ,. "•- ,..... 4 1. ,m40 AvD. 10. All water mains shall have -foot, 6 -Inc., minimum cover ..o I1 v, >1r�or. -- yt 11. Contractor to obtain a permit from District Engineering D- partm^_nt prior to prrformirr a,-; work, 12. A 15 -foot water main easement will be granted to the Mesa Consolidated Water District for maintenance purposes. 13. Raise existing water valve covers to grade. f �jEk/F /LI,Q /& AC4144&Al 1Au�Oje1VW7ioA/ 14. Install fire hydrant per Standard Drawing #4, �P /PEFLOir/rA/C� er/GG, Al - 9.0/30% 15. WATER MAINS WILL BE TESTED AT 225 P.5.1. FORFOUR HOURS. Ut T� 1 4� A, 4r• 16. Backfill material will have a sand equivalent of 30 or greater, 17. The sand backfill will be compacted to a minimum 90 PERCENT of maximum density and contactor to provide results to District;, rybs'e:t 18. Chin 2 -inch "W" in curb face to identify water service location. ' s � � S -80 -379 FIN MESA CONSOLIDATED WATER DISTRICT COSTA MESA SANITARY DISTRICTS yr v `/� /� � VC1 11 V 11® /9G5 PGAGEA/T /A AdE. ��,I1i �(� Y Y LUAM� A/l°1eOdE!! A/ G�TA IV -544, G4. 9ZGZ> ii A'Ol/E/7 d>!' �9W qty Y 17782 SKY PARK BOULEVARD IRVINE, CALIFORNIA 92714 • (714) 549 -2222 - 1 ���� -�,Q � �C?G. E. ZGGZO 61300 i( ,�a1�/ rt'-1 �' � ":��" , J '..�° ,✓ ,�.t ,- APP OVED - DATE L�N ��C / �G.rG A540 AO.. /ZZG/ :! 1 LI I � . dA DATE IN%,diPOd��NF t/T 1LAAo'* Oe • ' DE51tJNEbDY: /7 h. 5 /900 CHECKED BY raL/•I�. DRAWN BY: AF.reo r/ 1,/AileO CHECKED BY: /�A�/ �I 'J L//� I S O � H, ,' y '� RECOMMENDED BY r' !' PLANS+ t NUMBER Ate BY: CITY OF COSTA MESA M, 8,6 crrY ENGINEER .. RCE , DEPARTMENT Of PUBLIC SERVICES / ENGINEERING DIVISION ,. "•- ,..... 4 1. ,m40 AvD. 6,lr5 "PRECAS7- GOUG. L/AL/GT BPOOK�i SEGT/OA/AL //AI/LT /¢ 6'M /N. � 745 ae, AP.°ROl/EO E4UgG 4 "C' I FORCE MA /N ¢1 O/SCHARGE - i /O 9 4 6 4.,- %8 BEND /- Z/Z 'GONOU /T � B F to O,/ 90° Do'SCHARGE'�, V 6"D/AM PRECAST `/• C I CONC MANNOL E (SEWER L/fT STAT /ONE n. — '.: 25 44 //V✓- FLOW 8 "VCR INLET t' 9�a "COVOV�T I R25CE.55 9 NP � f FOR BUEaLER `L `I Z" GONOU /T, (POti/EF <iOUQGEf /Z PUMP GONTQOG PgNEG . B "X3G ", 5'D "NIGH R AA/ 5 LFI��R Z /fl- S7AT 10111 /UOT TO �iGALE V,4L k 1 4jOX ✓U/VGTiOrt/ BOX I- Z %Z- CONOU /T TO REMOTE ELECT SEAL G ,VEL 45 U.L. C ✓UNCT /ON COX SETA /L 7W0 P "CONOU /TS O,P A5 ePFOU /iPEO 0611- SEAL WET DUEL G �\ s7e Ez 10 M o f "1 EP5 z hZ l ( Ly MA Tf71elAL 5CI-IjEDaL E /TEN S/ZE 0U4NT CAST 1A37N FLANGED x PE P /PE 4 "" /0 L F VIEW W1INNER DOOR OPEN FRONT VIEW OF INNER DOOR ® CA9r /,-OA/ ELBOW WITH E55CD PArENTEO WASH GY7GtIN 4x 3" 2 EA. 7 X20' 124 EX /ST 3 J. — VACUUM f3,PEAKE2S 4" X 3" fFJCREA6lAJG ELBOWS 9 CAST /A30N45° ELLS ¢'" Z EA ESSCO PUMP CONTROL PANEL DETAIL /o r�PUE WYE CAST /A?ON 4" / EA O. 57 Nor ro 5CALE 3 33 E X10.65 ¢�' /a 9E,Vp /1 ,BY -PA55 TEE, VALVEAA/D FLANGE SEr5 - CADM /UM P1ATE•O 4.' / EA_ cage C I yay Zy rP PUMP # 1 (0.4 AMPS F/L ° PHENOLIC NAMEPLATES B0Zr5,NUTS jO GAGKETS. I,V V 3-,7,,,, Q 5 12'1 PUMP # 2 12 & AMPS 200 /° 1 PUMP NO. 1 /Z ESSCO STYLE D NEMA 3.E' /VANDAL 1 Awmo, 5LABMOL/NrEO 37./9TP �-I p5� 55U /9 6 •�F l _ . �p5 SERVICE 3.3 AMPS 2 ETM D0149LE 000A?, FACTOeY WIRED E rES7PD, P,RESFT ELECT 3 PUMP NO 2 CONrA -ol- PANEL W /TI/ ALL 4?EOU12ED INDICATING 1/GAITS, TOT4L 2Z.5 4MPS 25.4 4 ,it ° 1 ^ 4 RUNNING ,?EL A Y5 ACOA. COMA311VAT 10N 9l� PTEAx, W /TH OU /CK TP /P 811 1/Cp P Of/2.00FM HEATERS, ELECTR /CAL ALTE/PNATOR9, LOWA /,PAUrGN•7Ar /C - 7 "BEA/O IO W a 5 SEAL FAILURE q[c JNV. r/E'ANSFE,� ON OUP ESSCO 7Y1/O- CCYNP"PE590R LA. CITY / E-,q JA T. I ( TE57 -LAB APPi�OI/E!? 1 A /.P .BUB/3LE,P CO/V/ -•POL SYSTEM 4 Q W /TN NEC,"S•4AFY 31B " - b,YETHELENE BuB9LEe TU9E P'` \ 96. 69 T P I I K1 OT E 5.5. CL A,t ,c> FO'P AAOUNTING TO a" ABOL/E FC AT 0ioFn e. 12' I I W EK /9T s6wele CO R.E 021" EX 1ST. M.H. AQD RESHAPE GHANUE.L TO ACCEPT `Y 1iJ µEw FORCE MAiw ' To -r.4e O.0 OP $ATlS FACTION OF COSTA MESA /$ G� P.?EG44T LONG. lt/ET fdEGL — / EA. W, SAtaiTA12Y DISTfL1CT =1.15PEGT02. PPEG457 e O40KG. _ / EA. � o � GONG. P�lJL=4TAG FO,Q /2 / EA. ZO /S L9Y EL EClP /C /AN M /.t/ / %ZG, 3 4�BGL/� I _ _ I _ Zoe v 3� 3w I ) 1 13 15/3/ I I soo / /zoV VA i L-- -J I O O r---44-- to A SW/TCYa 104 FU5E I co/vrROLS € __ L5 Ls BUBBLER UNIT NOT TO $CALF F� 3Lo" ----4 N.R 11 HASP W /TH KEY LocK I B "'W /G'E We7,-k 1 /=Y/LL ..SEC714V PUMP 1 PUMP Z (/gY EL ECT,P /C /AN) Z /' /E /2 /NU NEMA TYPE 3,f EL SINGLE L /NE DIAGRAM ST�GL GOdEQ w ENCLOSURE, 14 GA. W /T/1 OUTER 4`' INNER DOORS. STAND /NG MOUN ,-O ON a rO AfA /N C B__ c o S- REINFORCED conic PAD ' ' BY EL - CrAFICIA Al T. 1 37 42 C w/rH C4J %z "x /O" J 60LT5 `^ �- -- �, PER MANUFAGTU.PES L / LZ (3 L3OLT ?g B C GROL/NO I ZOB V,3�, 3W . .- r ,(� nf CONTROL TRANSFORMER C .. "Dox N :.� •o d' ,I� 3• 3" :� 108 / /70✓, /0 W /r// 500 V4 p .' . t. 7' i _ G.�ouNO I nuLT �xOTreT�oN 38.00 4' V w FDA? E'JTF.P GOGAT /OA /Gi ° °`, n_ ° DOOR Sw/7CN (OFAD R AMBER (O /M -GLOW) �,EE /'CAN t/iEW, AB01/E _ _ _ _ _ I .— FRONT PANFL) O v /D 9 4 6 ' .Q --- - -- ,. ''a: 1, A: °.I 10 A MP FUSE Jr % sP: .eq a..'! .e 6. Id I : a. °.Ih i O N MS-1 OLS PI-P2 a `,I MI , �— - - NO WN b.. .. °a e�`— 6"CONOU /T P5 �I C I /J/SGIlA/ZIaE n 3 o O, O" V1A. PP6L AST GONG. n �. 3 u r 41 �gESr/F�PFOPIEMA /N o° .3355 �At/HOLE, B'tiJ /t/ k/AGG 7A/ /GKA/E� i i ��_ //NCO /A✓ ?-, i�Fq' LEAD p�A P5+�2 ETM SE �OR SWITCH ,� OJZ. X6.0 f "� /N MOTOR GA?U4yEp POGC 1/ JNV 6 D /A. A 4. /5B LONG GROUND AMPS L j J LAG'" AMBER (O /M - GLOW) ROD 3/4 " F/ L 5' 8 ,-ILL KNOCKOUTS W /TN COPPER CLAD OUICK- TR /PA M5-'Z 'a Q CONCRETE PAD ALT O MoRrgR (TYP ALL CO's) °' 314 " GAL{! STEEL STEP - o Mz 41 xf All 2 CAST /N PLACE /3 c REINFORCED W /FN IV Ir IV IGH WATER [E✓EL J - - #4BAR5 /Z'O.C" 8W M I MZ H OL5 P H I -PZ � /T E?ON R ETM o✓ Qorov PUMPS T 25.44 .G/O./ BOX LOW WATER L /NE 2494 ,� Z- Z" GONOU /T5 TO GRD. GRD RED (DIM-GLOw) _ 25.44 INV INLET ✓ut/GTiON BOX R 1 rWo ON LEAD PUMP INLET J A /,a? TUPiE IAI REgD. PUMPS oFF 1344 �a. 8 U�i�A /.(/GE�i �i>"F��RGLAN1�Zi BALL. r , ilV1_J'LZi IER ZER Z ZS 4 4 ALT d _ d•, L --J PLUG TYPE QUICK CONNECTOR ALT -Z N 4 IA/V 22.44 _ e ° a>• ±`a .e ° '... � 9'; OA? oEf7 MANUA= AGTU,PES � [oM y12-52::� . BAtiEMAMY 3E 44Gi7- �,',, E -5SCO5 (PATE/VT 4" /A/ f>GAGE OP /�PEL AhT. a: " 4X34,711) CL?CG A6 /VEN , 0 Atr -2 YI 1,OG1PL EX) oN °UMh CAPACITY 125 6PM /6 TOH ESSCO PUMP A6E_NT ENFi/NEEeS .SALES - SEPUrCE CO3 WC 4935 TELEGeA°rY 14C'04L7 Z05 4 t/CiEL E� (213) 261- 2 181 GENERAL NOTES I. THE CONTRACTOR SHALL 4ZZ DIMENSIONS. 2 SUPERV /S /ON FOR /N5TALLAT /ON, START /NG 010 TESTING TO BE PRO ✓ /OED BY THE 11,1ANUfAC7411RE5 REP.PESENTA T/VE AS PART OF T/fE EQU /PMENT CONT,PACT 3 CONCRETE SHALL SE PORTLAND CEMENT CONCRETE ANO 51%4ZZ 4 M/N /MUM COMPRESS /[�E ST.QE,I/GTN OF ,3000 PS/ 4 ZB DAYS. 4. ALL F/TT/NGS ANO VALVES 5114Z/ BE FLANGED CLASS 125 CAST /RON. 5 ALL ELECTR /CAL W /R //11G AND EQU /PMENT /NSTALLEO /N THE 'WET WELL "SECT /ON MUST COMPLY W /T// A.fT/CLE 20 OF 7wzE ELECTR /CAL SAFETY OiPOERS FOR CLA55 1, 01Vi5 /ON 4 HAZARDOUS LOCATIONS, THE PRO✓ /S/ONS OF T/fE NA710AI41 ELEE'TR /cAL COVE ANO ALL APPL /CABLE LOCAL CODES. 6. ALL CONDUCTS TO BE Gi4ZVAN 1ZE0 STEEL. W /RE TO BE RHW, OR 7-11W, COPPER CONOUc TORS. 7 ALL PRACTICES 41VO PRDCEOURES, MATER /AL S ANO PLACEMENT OF MATER /AL 5, SHALL CONFORM /A/ E ✓E/7Y RESPECT TO THE S74.V0.,4RD PLANS 'SPEC /F /CAT1cwz OF THE C'/,-,Y OF 8. FLOOR OF WET WELL TO BE SMOOTH ANO LEVEL- 9 HOSE TO BE BUT TO LE.V67h' AA/O INSTAL L EO TAUT ' /Q MOTORS PULL EXCESS AMPS. /F ,RUNNING BACKWA.YDS. // PoWER C:4016- • (010 "D /A. CONT,PoL CAR3L E • 495. 014 n. YZ COMP 71"NSF R 26 4th T D ap e. ^ GPM T/JH ZI s ADDED EX /5r 5E4IE2 f ,eEV/5E0 B "AGP To EX /ST (v °AGP CO.V.VECT /O'V V.Q, /O -Ai-E# SEC T /ON A 1 125 1 /6 NOT TO �iGAGE SEWER PUMP STAT 10 N SECrICAi e A/OT TO -iGAGE 2 SHEET 1 (PRIVATE) of PLAN CITY OF COSTA MESA NUMBER MC 586 DEPARTMENT OF PUBLIC SERVICES /ENGINEERING DIVISION ✓00 /V0. 90-105 lOE5SC0 MODEL 493 g/ZE 3 "NON- CLOG, 110erEX TORQUE FL U/O A'EAVYDUrY /PAW SEWAGE PUMP FOP /ZS GPM A 16 Fr TON COUPL ED TO OZ. rEXf? CL A 5 S /, G',POUP D, A-EL - /AAKE 5U3MEPS/F3LE MOTOR, 15 NP 1140 RPM W /rH 34FT 3" 2 EA. OF B -W /X'E CA/3LE, TWO SEPE/PATE SEAL 6, 0/L IZISRYCATED, 30 DAY WARNING SYSTEM, A/ /C THE,PMAL PA=c?TECT /ON wirH ® E56CO COOL AG/HENr .4PPAA-Arzl,3, PATENT 4,134, 7i/. C/7 C3J OZ 7d ib' L�!/LaPK /NG P�PE55'U�PE AC/O APES / STANT FLEX /BLE D/3CNARGE 3 •• 2 EA AMBER L /BHT Al05E WITH DOUBLE 56. CLAMPS, CAD. PLATER NIPPLES• Co) C4] RE5e°r 3O 6300Af rENSLLE Sr,PEA4 7H 5.S. NYLON COHERED [ /FrIA/G - 2 EA P6 ° 0° CARL 6' ETM O O 44 X25'5 FLA/AY'ED /..&/3•M..UOA/- ,PISIA,G STEM GArF VALVE. 4" 2 EA. c2� X27 RED © S S 'a 912 (OR 6.4&tEA--) OAF APA',POHED EQUAL Z EA. L /GRIT OL EHEA' E WEIGHT SWING CHECK VAL VE 4" 2 EA. CAST 1A37N FLANGED x PE P /PE 4 "" /0 L F VIEW W1INNER DOOR OPEN FRONT VIEW OF INNER DOOR ® CA9r /,-OA/ ELBOW WITH E55CD PArENTEO WASH GY7GtIN 4x 3" 2 EA. 7 X20' 124 EX /ST 3 J. — VACUUM f3,PEAKE2S 4" X 3" fFJCREA6lAJG ELBOWS 9 CAST /A30N45° ELLS ¢'" Z EA ESSCO PUMP CONTROL PANEL DETAIL /o r�PUE WYE CAST /A?ON 4" / EA O. 57 Nor ro 5CALE 3 33 E X10.65 ¢�' /a 9E,Vp /1 ,BY -PA55 TEE, VALVEAA/D FLANGE SEr5 - CADM /UM P1ATE•O 4.' / EA_ cage C I yay Zy rP PUMP # 1 (0.4 AMPS F/L ° PHENOLIC NAMEPLATES B0Zr5,NUTS jO GAGKETS. I,V V 3-,7,,,, Q 5 12'1 PUMP # 2 12 & AMPS 200 /° 1 PUMP NO. 1 /Z ESSCO STYLE D NEMA 3.E' /VANDAL 1 Awmo, 5LABMOL/NrEO 37./9TP �-I p5� 55U /9 6 •�F l _ . �p5 SERVICE 3.3 AMPS 2 ETM D0149LE 000A?, FACTOeY WIRED E rES7PD, P,RESFT ELECT 3 PUMP NO 2 CONrA -ol- PANEL W /TI/ ALL 4?EOU12ED INDICATING 1/GAITS, TOT4L 2Z.5 4MPS 25.4 4 ,it ° 1 ^ 4 RUNNING ,?EL A Y5 ACOA. COMA311VAT 10N 9l� PTEAx, W /TH OU /CK TP /P 811 1/Cp P Of/2.00FM HEATERS, ELECTR /CAL ALTE/PNATOR9, LOWA /,PAUrGN•7Ar /C - 7 "BEA/O IO W a 5 SEAL FAILURE q[c JNV. r/E'ANSFE,� ON OUP ESSCO 7Y1/O- CCYNP"PE590R LA. CITY / E-,q JA T. I ( TE57 -LAB APPi�OI/E!? 1 A /.P .BUB/3LE,P CO/V/ -•POL SYSTEM 4 Q W /TN NEC,"S•4AFY 31B " - b,YETHELENE BuB9LEe TU9E P'` \ 96. 69 T P I I K1 OT E 5.5. CL A,t ,c> FO'P AAOUNTING TO a" ABOL/E FC AT 0ioFn e. 12' I I W EK /9T s6wele CO R.E 021" EX 1ST. M.H. AQD RESHAPE GHANUE.L TO ACCEPT `Y 1iJ µEw FORCE MAiw ' To -r.4e O.0 OP $ATlS FACTION OF COSTA MESA /$ G� P.?EG44T LONG. lt/ET fdEGL — / EA. W, SAtaiTA12Y DISTfL1CT =1.15PEGT02. PPEG457 e O40KG. _ / EA. � o � GONG. P�lJL=4TAG FO,Q /2 / EA. ZO /S L9Y EL EClP /C /AN M /.t/ / %ZG, 3 4�BGL/� I _ _ I _ Zoe v 3� 3w I ) 1 13 15/3/ I I soo / /zoV VA i L-- -J I O O r---44-- to A SW/TCYa 104 FU5E I co/vrROLS € __ L5 Ls BUBBLER UNIT NOT TO $CALF F� 3Lo" ----4 N.R 11 HASP W /TH KEY LocK I B "'W /G'E We7,-k 1 /=Y/LL ..SEC714V PUMP 1 PUMP Z (/gY EL ECT,P /C /AN) Z /' /E /2 /NU NEMA TYPE 3,f EL SINGLE L /NE DIAGRAM ST�GL GOdEQ w ENCLOSURE, 14 GA. W /T/1 OUTER 4`' INNER DOORS. STAND /NG MOUN ,-O ON a rO AfA /N C B__ c o S- REINFORCED conic PAD ' ' BY EL - CrAFICIA Al T. 1 37 42 C w/rH C4J %z "x /O" J 60LT5 `^ �- -- �, PER MANUFAGTU.PES L / LZ (3 L3OLT ?g B C GROL/NO I ZOB V,3�, 3W . .- r ,(� nf CONTROL TRANSFORMER C .. "Dox N :.� •o d' ,I� 3• 3" :� 108 / /70✓, /0 W /r// 500 V4 p .' . t. 7' i _ G.�ouNO I nuLT �xOTreT�oN 38.00 4' V w FDA? E'JTF.P GOGAT /OA /Gi ° °`, n_ ° DOOR Sw/7CN (OFAD R AMBER (O /M -GLOW) �,EE /'CAN t/iEW, AB01/E _ _ _ _ _ I .— FRONT PANFL) O v /D 9 4 6 ' .Q --- - -- ,. ''a: 1, A: °.I 10 A MP FUSE Jr % sP: .eq a..'! .e 6. Id I : a. °.Ih i O N MS-1 OLS PI-P2 a `,I MI , �— - - NO WN b.. .. °a e�`— 6"CONOU /T P5 �I C I /J/SGIlA/ZIaE n 3 o O, O" V1A. PP6L AST GONG. n �. 3 u r 41 �gESr/F�PFOPIEMA /N o° .3355 �At/HOLE, B'tiJ /t/ k/AGG 7A/ /GKA/E� i i ��_ //NCO /A✓ ?-, i�Fq' LEAD p�A P5+�2 ETM SE �OR SWITCH ,� OJZ. X6.0 f "� /N MOTOR GA?U4yEp POGC 1/ JNV 6 D /A. A 4. /5B LONG GROUND AMPS L j J LAG'" AMBER (O /M - GLOW) ROD 3/4 " F/ L 5' 8 ,-ILL KNOCKOUTS W /TN COPPER CLAD OUICK- TR /PA M5-'Z 'a Q CONCRETE PAD ALT O MoRrgR (TYP ALL CO's) °' 314 " GAL{! STEEL STEP - o Mz 41 xf All 2 CAST /N PLACE /3 c REINFORCED W /FN IV Ir IV IGH WATER [E✓EL J - - #4BAR5 /Z'O.C" 8W M I MZ H OL5 P H I -PZ � /T E?ON R ETM o✓ Qorov PUMPS T 25.44 .G/O./ BOX LOW WATER L /NE 2494 ,� Z- Z" GONOU /T5 TO GRD. GRD RED (DIM-GLOw) _ 25.44 INV INLET ✓ut/GTiON BOX R 1 rWo ON LEAD PUMP INLET J A /,a? TUPiE IAI REgD. PUMPS oFF 1344 �a. 8 U�i�A /.(/GE�i �i>"F��RGLAN1�Zi BALL. r , ilV1_J'LZi IER ZER Z ZS 4 4 ALT d _ d•, L --J PLUG TYPE QUICK CONNECTOR ALT -Z N 4 IA/V 22.44 _ e ° a>• ±`a .e ° '... � 9'; OA? oEf7 MANUA= AGTU,PES � [oM y12-52::� . BAtiEMAMY 3E 44Gi7- �,',, E -5SCO5 (PATE/VT 4" /A/ f>GAGE OP /�PEL AhT. a: " 4X34,711) CL?CG A6 /VEN , 0 Atr -2 YI 1,OG1PL EX) oN °UMh CAPACITY 125 6PM /6 TOH ESSCO PUMP A6E_NT ENFi/NEEeS .SALES - SEPUrCE CO3 WC 4935 TELEGeA°rY 14C'04L7 Z05 4 t/CiEL E� (213) 261- 2 181 GENERAL NOTES I. THE CONTRACTOR SHALL 4ZZ DIMENSIONS. 2 SUPERV /S /ON FOR /N5TALLAT /ON, START /NG 010 TESTING TO BE PRO ✓ /OED BY THE 11,1ANUfAC7411RE5 REP.PESENTA T/VE AS PART OF T/fE EQU /PMENT CONT,PACT 3 CONCRETE SHALL SE PORTLAND CEMENT CONCRETE ANO 51%4ZZ 4 M/N /MUM COMPRESS /[�E ST.QE,I/GTN OF ,3000 PS/ 4 ZB DAYS. 4. ALL F/TT/NGS ANO VALVES 5114Z/ BE FLANGED CLASS 125 CAST /RON. 5 ALL ELECTR /CAL W /R //11G AND EQU /PMENT /NSTALLEO /N THE 'WET WELL "SECT /ON MUST COMPLY W /T// A.fT/CLE 20 OF 7wzE ELECTR /CAL SAFETY OiPOERS FOR CLA55 1, 01Vi5 /ON 4 HAZARDOUS LOCATIONS, THE PRO✓ /S/ONS OF T/fE NA710AI41 ELEE'TR /cAL COVE ANO ALL APPL /CABLE LOCAL CODES. 6. ALL CONDUCTS TO BE Gi4ZVAN 1ZE0 STEEL. W /RE TO BE RHW, OR 7-11W, COPPER CONOUc TORS. 7 ALL PRACTICES 41VO PRDCEOURES, MATER /AL S ANO PLACEMENT OF MATER /AL 5, SHALL CONFORM /A/ E ✓E/7Y RESPECT TO THE S74.V0.,4RD PLANS 'SPEC /F /CAT1cwz OF THE C'/,-,Y OF 8. FLOOR OF WET WELL TO BE SMOOTH ANO LEVEL- 9 HOSE TO BE BUT TO LE.V67h' AA/O INSTAL L EO TAUT ' /Q MOTORS PULL EXCESS AMPS. /F ,RUNNING BACKWA.YDS. // PoWER C:4016- • (010 "D /A. CONT,PoL CAR3L E • 495. 014 n. YZ COMP 71"NSF R 26 4th T D ap e. ^ GPM T/JH ZI s ADDED EX /5r 5E4IE2 f ,eEV/5E0 B "AGP To EX /ST (v °AGP CO.V.VECT /O'V V.Q, /O -Ai-E# SEC T /ON A 1 125 1 /6 NOT TO �iGAGE SEWER PUMP STAT 10 N SECrICAi e A/OT TO -iGAGE 2 SHEET 1 (PRIVATE) of PLAN CITY OF COSTA MESA NUMBER MC 586 DEPARTMENT OF PUBLIC SERVICES /ENGINEERING DIVISION ✓00 /V0. 90-105 Q ngot* A�JAV 17A'