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Tht Con5truction o!-all Public Improve rnent'.'> 5hall conform to foe
R.e~uirements o~ fhe New Port Beach Con$truction Stdndardi; and
the Standa,o Specification':> for Public WorK~ Construction IS8t Edition ond Supplements.
S•wer Manhole~ Shall be IEH below Pavement Grade and
Brought to i'in\sh G,rade. aHer Pavement I':> 1n Place.
Stationing is along centerline of sewer pipe.
Existing undi,rground utilities lll'e shown in aeeorcla.nee with .,,ailable
records. The contractor shall bf! responaible for verifyi.n( their aetLal
location in the field, prior to the beginning of conatruction operationll.
The Wall$ Jnd Faces of all EJ<.c.avation'> Greater than ( 5) fret iii Depth
:,Hall be eHed1vely G.uarded b~ a Shorinci 5~stem : SlopInq ol-tne (iroond.
OR ornER EQ0,va.1rnt Mean<;. Tre!l(nf5 or facavatio°" le~i 1han ( 5) teet 1n dep\h
'.>h3\I atso be. Guarded wnen E'CaN1I0ation lr:d1<:otes inat l.\nardou; Clroond Move,rie"t ma~ 'De. bpeded . All the elevations shown on these plans are in feet above USC&:GS
mean sea level (MSL).
Unless otherwise speeifif!d, all PCC and AC removals shall t>e outlined
to nf!cessary working limits and sawcut to a 111inimum depth of 2
inches prior to removal, All debris creatf!d by the removal aperationa
shall t>ecome the property of the contractor and llh&ll be dlapou,d of
away from the job sit., in a mannf!r and at a location acceptablf! to all
cognizant &gf!neies.
All traffic control warnings, lights and deviees shall conform to u,., .
provisions in the "Manual of Wami.nc Slcno, Lisl>t.s and Dftieea t« the
Use in Performance of Work Upon Hi(hways,• dated 1'77, u pHpared
by the Dep,irtment of TraMp<>rtation, ~ate of California.
N'1TES
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COA/T,lt,4CTC¥i! .5//ALL A4U#T..4,W 7;QE -E.XtST '5' 5.E-.W.<':e LIi/£
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NORT/.1 VWER
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PHONE : f7'/4) 540 -2"!110
,SOVTJ.<1-Ai!N CA£../jllllf'ORNIA GA<S CO,,,,...,,,P...4NY
PHONE; ('7/4) <,;,~4-3//7
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PHO;Va : (714) Se.!5 -~B~~
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0,lft.,AiNG-E. COUNTY ,5V~V'eYo,E ~ENc;;:H .,,..,,,ARK. ,rC/748
~41>7 .< . 8~ ONZC D/6C. "5"TA}.,-f Pa,e, "U74L'3 ~'2,7 IY A~t:Jl/T
.Q:5 1 lt./€"5TC/eL V OF TJ...IE C.E.AJTERL/IVE OF .Al~PORT I.I.IA Y !SOOrH.,
;Ir OA!AA/Ge COUNTY A/RPo-<27 J AbOl.17 200 1 NO"'-Tl-l£Ae>T OF
Tl-Ila ,MA//H'IN AVIATION FL/G;I-/T' CENr~ J /,.'2., '!SOUTH OFr#e
-ACON ,ot.i/Gil<!. J 1~1 NO~T# OF A F/A!E. HYORAN'T? ~,
NO~T/-1 O~A LIGHT PO,t..6 ('NUM~ f) J 56T 1,v,,:,,-,:;,,=
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GENERAL NOTE.S CON[
12. The. C.Ontrac.tor..; 5h3I\ reci.ue$t l!\~pe~tion from PUBLIC W0I\KS)
48 Hour~ 1n advance of l'erforrn,nq An1 Won, (644--3311 .
l~-All Concrete ~hall be 5(,,0 -C • '3Zi70
14. Thrust BlocK~ ~hall be in~tal\ed on all I/later Ma11v; '"
Acc.ordanc.e With Draw,n~ No. '::tanoard 510-L
Murphy, Pulice, Associates
Consulting Civil Engineers
San Francisco, California
NOTE I. A /J!Jl!JJ/)/6 PE,f/4/T IS REOl/ltEO FtJ.f
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1-----1-~-1--------+--c--:t,_{i)Jdlu.df F~': -SANITARY 5£W£R PLAN
Cl;~ ENGINE';E. NO 1,:79/ FOR.
1-----l---+---------+----I DA· uc.'1 /.·~,:~-MAC ART I-/ UR COURT
DATE BY DESCRIPTION :
REVISIONS
APP'D. DESIGNED RI?
CHECKED RLG
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CITY OF NEWPORT BEACH
. PUBLIC WORKS DEPARTMENT SHEET / Of/
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e,,,-.,,v..e77.bCJ{..sJ m .,e.,e APP:ZOreo BY 7/,/e e,,v&heeR.
2176. OICTERISH•POST CLEARPRINT
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PHOA/U : 1'7/4) d~~ -1e~e.
! OAlANGa cc::N/NrY :SAN/7,ATION .0/~7",'t:t/CT --<h. 7
PHO,NG" : 17/<!) :540 -'2.t;'Jlt:J
'90LJTH&A2:N CAL./;d"ORNIA GA'S CCJ;A4P.ANY P.!-IONE: ('7/4) ~'94-311"7
~Ot'..lr,t../0/e.N CAL./~c,R.A,/IA E'D/OON CO/'t;'f.PANY'
PJ..IONG : (7/4) 809 -~Q~~
PAC/,t"/C ~CIL~
PHO.A./IZ : (7/4) ~/ -0569
.C,CA/CH MARK :
0/l.A.NGE COUNTY 5G//l;:V.a!Y.O~ e,E'N<=I'-/ .A,,1ARK. *i/7<!0
/e. ~7 .¥ • l:>te ONZC 0l6C.. 45FAM Pc O "l/ 74,8 A!<b7 41 Aeu::Jt/T
.S.!1 1 lUE~/C,RL Y OF FJ./E CE.AJFERLINE' OF AIR.OORT UIA V' 50UTH,, Ar 0./fl.ANGe" COV/\/Ty' A!.lePQAiii!.T J Ae>OU7 2.00' NO..e"T#E.AST OF
TJ.IC' MARTIN AVIAT/t!JN Ft../G/.IT CENTER J 162' '5QuTJ.,/ (JFT#E
,,!J./'5.ACON 70tllE:iR J IS-1 AIOfil.T# OF A F/RE. #YDRAA/7) S'
tVOflTJ,-1 O.,C:-A ~/G,47 POL.C: (✓VVMaER ~)) 5E'T IN -,,e:;,p OF
7J.../6 ~T.4E"AS:T CO~A/E/fi!. 0,11:::.' A CO.A./C,'QCT6. SL.A~ AROUND
A OtZOP /Nt...E"7.
e:'LEVATION -= ,4.a,. 574-197G A D.,JUlS"TJ.AE/'J"T
GENERAL NOTlS CONT
12. The Contrac.tors, ;nail reo.ue,t ln1pec.tion from PUBLIC WORKS) 48 Hour~ 1n advance of Performing Any WorK ( 644 -331\ .
I?>. All toncrete shall be 5GO -C-'32.50
14. Thrust B\ocKs shall be io~ta.lletl. on oil Vloter Main"> 1n Accordance With \)rdw1n3 No. 5tondard 510-l
Murphy, Pulice, Associates
Consulting Civil Engineers
San Francisco, California
8.
Th~ Con5truction or all Pubhc Improvement; shall conform to the Re9uirements of the New Port Beach Con;truction Standard5, and the Standard Specrfication, for Public WorKs Con;truction 1982 Edition ond Supplement;,
Sower Manholes Shall be leH below Pavement qrade and Brought to Finish (;rade alter Pavement 1s ln Pfa.ce.
Stationing is along centerline of se\"ler pipe.
~isting underground utilities are shown in .accord:mce Ttith e7.1.i!.::!,b
records. Too contractor sho.ll be re,:pon:;!ble for verirym:; tt,,,ir c=t10l
location in the_!ield, prior to the bCJinni"l of coM'lruction o;,::rntl=.
The Wall; and Face, of all E~c.avations l\re.;ttr than (5) feet in lleplh
:,Hall be eHect,vely Guarded bj a Shoring s1stem : Slop1n~ of-the Grnono,
OR ornER £Qu1va1ent Mean">. Trmchf~ or Etc.,vatiof!', le11 than I ,J te<t 1n d,p-\h ~nail al10 be Goarrled when £'la"11nat1on Indicate, that 1-\a.ardou, qround Moveroe"'t may be. E:i.peded, All the elevations nhor1n on these plans ore in feet cbove USC&GS mean sea level (MSL).
Unless otherwise speciried, all PCC nnd AC rcmovolo ~11 be °"tlinod
to necessary workifl3 limits and SO.\'lcut to a minimum d:pth of 2
inche:s prior to removal. All debris crc:ited by t~ romovo.l ~oti07'.:J
sh:ill become Im property or tm contr:ictor nm! i::cll ix, d'-=cd of owoy rrom th• job site in o manner ond ot o lne:>tlon ccecptoblo to oJ1
COiJnizont C3"encies.
All tror!ic control l>ornin:is, licrt,ts ond cnvicco oi::iJJ eonform i,, th<!
provisions in the "t.lonunl or rlomin:; si:r,t,, LiJhtn ortd DoviCC<J fer th<>
Use in Performonce or rlork Upon Bi3tn,oya,• c!:ltcd 1077, co pcy=rcd
by the Dep,ortment or Tron::portotion, Stole or C<>liromlo .
0-®--CONST 8" VCI' .5EWER M4!J/, [II? l'VC, SCH. 40.
CON.51 48" f'l:[CA.5T MANIIOL['P~ CITY or
NEWPOJ:'T .8EACJ! 5TJJ, PLAN NO. 402 • L. @)--CO;;E INTO EXI5T!N6 MANHOLE,, ,f[C/IAJIJl[l /E. ~ EXISTING cf .5EWER TO 8E 48ANDONEP AN!)
.FILLEfJ 'w'!TH 51/NP OK 5Llf?/;Y. • @)--t'ECJIANNEL lX/5711/G M4Nl!Ol[ fZOWL!AIE
@---REMOVE EXISTING MANJIO[E ANP CONSTKUCT
f't;IVATE SEWER PUMP ( 5f/f3/-IJEJ::5/f3lE) 5[4T!ON. (!)--CON5l G" V.CP SEWER LATERALS PER 5TfJ PLAN
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NOTE
NO. 40G-!.. WIT/I C!.E/WOU15 .•
CONST 4"P.VC, SCI! 80 SlWEI;' FtK'CE !WAI# ,P;fl/lATE
CONST 6"//C.f' tJ,f 6'?./IC., 5Cl/4tJ 5lWEK' •
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SANITARY 5£W£.R PLAN
FOR
DATE BY DESCRIPTION
REVISIONS
APP"D.
DAT
DESIGNED
Rf>
CHECKED
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DRAWN
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CITY 0~ l'JEl,"JPOl?T BEl'lCH
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BACK OF \'IALK
CURB FACE
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EXPANSION JOINT
G"FIRE \'/ATER
4· DOMESTIC \'/ATER
JOINT
CHWS I; R CHILLED WATER SERVICE E; RETURN
TREE O PALM TREE --6-PD-6" PALM TREE DRAIN
/,J-,f,., SHRUBBERY / ,v
ALTA.a ASPHALT PAVEMENT ~~ ORICK \'IALK
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L ____ _; CONCRETE
t ;:J l'..v.-.....,.~d CUil DING
--- --E)( !STING CONSTRUCTION
NEW CONSTRUCTION
-·-rt-CENTERLINE
-··-o-SE\/IER LINE
------,~ \'!ATER LINE
--c-GAS LINE -If-POWER LINE
-Tll,-TELEFHONE LINE
-r,--CA0LEVISION LINE
-6P-SPRINKLER SYSTEM
Jj_ STREET LIGHT
--(] CLEAN OUT
WATER MAIN Pl PE REDUCER
@) STRUCTURE COLUMN LINE
FG FINISH GRADE
SM SCORE MARK
EMERGENCY TELEPHONE NUMBERS
AG[NCV
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMP:INY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH(PUBLIC UTILITIES)
COUNTY SANITATION DISTll•CTC:
GROUP W CABLE OF CALIFORNIA
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALERT
634-0251
895 ·022 I
999-5715
644-3011
962-2411 EXT222
642-3260
720-2056
1-800~422·4133
CKTY
NEWPORT
PUBJLXC WORK§
OJF
BJEACH
ID JE JP AR. 1r M 1E N 1r
PLAN
STREETS
AND
FOR
PROFILE
SEWER IMPROVEMENTS
MacArthur Court~ Phas® 2
No. 786 RESUBDIVISION
GllmlllAL l:OTllS
(I)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(11)
(12)
(13)
(14)
(15)
(16)
The construction of all public and private
conform to the requirements of the Newport
and the Standard Specifications for Public
Edition and supplements.
improvements shall
Beach Construction
Works Construction
Stationing refers to centerline of street, unless noted
otherwise.
Standards
1982
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.
Curb data refers to face of curb.
All exposed concrete surfaces shall conform in grade, color and
finish to all adjoining curbs and walks.
All underground work shall be complete prior to paving of streets
and driveways.
Pavement sections shown are minimum and oubject to revision and
approval of the City as required by soil tests taken after
completion of rough grading.
Sewer manholes shall be left below pavement grade and brought to
finish grade after pavement is in place.
Stations shovn thus jo+ool are sewer line stationa and are
indepPndent of centerline of street stations.
Sever line distances shown in profile and in the estimated
·quantities are horizontal distanCes.
The Contractor shall notify the Public Works Inspector at
644-3311 after placement of forms and prior to placing sny
concrete for curb & gutter so that the form location can be
checked to assure its compatibility with existing construction.
The walls and faces of all excavations greater than five (5) feet
in depth oh~ll be effectively guarded by a shoring system:
sloping of the ground, or other equivalent means. Trenches or
excavations less than five (5) feet in depth shall also be
guarded when examination indicates that hazardous ground movement
may be expected.
The Contractor(s) shall obtain~ permit to perform excavation or
trench work as described in No. 12 above from CAL/OSHA.
All storm drain and sewer pipe shall be bedded per City of
Nevport Beach Std. 106-L,
The Contractors shall request inspection for Public Works 48
hours in advance of performing any work. (644-3311)
All concrete shall be 560-C-3250.
NOTICE TO CONTRACTOR:
Pursuant to Anoembly Bill 3019, no excavation pen::i.it 10 valid
unleoa the folloving 10 perform~d:
1. UNDERGROUND SERVICE ALERT hao been contaCted and hao provided
inquiry I.D. nucber ______________ _
2. The undersigned agrees to contact nnd obtain on inquiry I.D.
llucber froc Ul!DERGROUND SERVICE ALERT (1-800-422-4133) at
leaat tvo vorking daya prior to coc::.,,encing e~cavation.
SIGNED: DATE: ---------------------
D!!CC!l r.=
TRACT
m:JSTRIICTIO:J COTES
4.
5,
6.
7.
9.
12.
41.
42.
44.
45.
46.
47.
48.
59.
63.
66.
67.
69.
70,
85,
86,
87.
88,
89,
90.
91.
Remove existing cone. curb and gutter, concrete oidewalk.
Remove existing cone. curb or existing curb and gutter.
Remove exi~ting A.C. pavement1 aggregate base.
Remove existing driveway approach .
Adjust existing manhole rim.
Construct 411 thick P.C.C. sidewalk per STD . .:.180-L.
Construct Standard Cross Gutter per STD.-185-L.
Sawcut and remove existing AC pav't 1 construct 411 AC pav't on 8"
aggregate baae.
Construct 611 P.C.C. Pavement over 6° aggregate base.
Construct cone. curb per STD.-182-L, Type "B".. Curb face as noted on plan.
Lower Telephone manhole Top to grade.
Relocate existing street light pole, vault.
Remove existing A.C. Paving.
Construct 611 cone. curb and gutter per STD.182-L.
Construct curb access ramp per STD.-181-L-A. Case "E"
Remo\le 2711 RCP. _ .
Construct 48" precast manhole per STD.-402-L.
Construct 811 ASTM 3034 SOR 35 sewer main.
Abandon 811 sanitary sever, fill pipe with 2 sack concrete slurry or blown
in sand. ,
Rechannef existing manhole flowline.
Core into existing manhole1 rechannel flowline.
Construct 611 P.C.C. pavement and curb per Detail 3.1 Sheet 3.
Paint with solid white, 8" wide.
Paint with solid white, 811 wide at 8' interval.
Construct 4" P.C.C. Island.
Locate curb around manhole cover.
ORANGE COUNTY SURVEYOR BENCH HARK "U748 R6 7" .• BRONZE DISC STAMPED
"U748 R67" ABOUT 25' WESTERLY OF THE CENTERLINE OF AIRPORT WAY
~jurf}~l1. Pulice, Aooociotoo
' •
SOUTH, AT ORANGE COUNTY AIRPORT ABOUT 200' NORTHEAST OF THE MARTIN
AVIATION FLIGHT CENTER, 162' SOUTH OF THE AIRPORT BEACON TOWER, 15'
NORTH OF A FIRE HYDRANT, 8' NORTH OF A LIGHT POLE (NUMBER I), SET IN
TOP OF THE SOUTHEAST.CORNER OF A CONCRETE SLAB AROUND A DROP INLET,
Civil Engineers
3106 Fillmore
San Francisco,
Street
California
3-4-B(,
12·4•BS • RLG
FLEVATION • 46.574. 1976 ADJUSTMENT
DATE BY
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NORTH
TOWER
SOUTH
TOWER
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SHEE
INDEX MAP
$CALE: lol 20'
SHEET INDEX
I. TITLE SHEET
SHEET 3
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PARKIN<;
STRUCTURC'.
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SHEET S
2. BIRCH STREET IMPROVEMENTS
3. PARKING STRUCTURE ENTRANCES
4. SANITARY SEl'IER
RESUEDIVISION TRAC1
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No. WG '"QJ/ceuiJl. PLAN & PROFILE FOR THE IMPROVEMENT OF
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l)llLLt:·(lr,.J NO. '30 ------:-,--,...,,77 & /i'J
CITY ENGINCEF<
R.E ~.:O. 16791
DATE 'ef).,t I G, 1 ~ 5~ TITLE SHEET
/\\Ntl7 ':>EWfK LINE '/,'_yld
REVISIONS
DEsc_R_1PT_,o_• ____ __,__.,,,,_·o_. 1-:~c-:s::-:Rcc'~::::-D:---t:oc-::~~r,=e,---; CITY Or NEWPORT BEACH,___ _____ ,..
CHECKED DATE PUBLIC \'IORKS DEPARTMENT SHEET OF 4 RLG 9-\2 • 87
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Rtl\OVE EllSTIIIG co:1&. CURB AIID GUTTER, OOIICRETE SIDE\'IALK.
REllOVE EllSTIUG r,ouc. CURB o. EXISTIIIG CUR& MID GUTTER.
RE!IDYE EJ:1511116 A.C. PAYELIEIIT, AGGREGATE Bl.SE.
F.EI.IOYE EXISTIIIG PRIVEl'IAY AfPRDACH.
APJUST WSTlll6 llAIIHOLE Rill,
co:1srRUCJ ,. THICK P.C.C, SIPEWALK PER srn -110-L.
COttSTRUCT STAIIDARD CROSS C-UTTER fER STP-·115· L
SA1ICUTAtlP REUDVE EllSTIIIG AC fAY"T,, co11srnucr 4'AC PAY'!. 0:1 &' AGGREGATE 5ASE.
COtlSTRUCT COIIC. CUR5 rm STD.-181-L, TYPE'S". wio FACE AS IIDTED 0:1 PUii.
co:1srnucT CURB ACCESS RAI.IP FER STP. • 181-L·A, CASE "E".
co:ISTRUCT 6"P.CC. FAYELIEIIT MID CURB FER DETAIL 3, SHEET 3 OF 4-.
PAIIIT l'IITH SOUP r/HITE, 8" t/lPE.
FAIIH f/lTH SOLID \'/HITE, s· rllPE AT 8' 11/TERYAL.
COtlSTRUCT 4• P.C.C. ISLAIID.
LOCATE CURB /IROUIID llAIIHOLE COYER.
REOOTE EXISTl!l6 STREET LIGHT POLE.
2/76 DIETtAICH-POST CLEARPRINT
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OAl>IUS Di:LTA LEflGTH
1~· 09' !l' ~-39-17'
25' 01· 33· oi· 33.20'
353.50' 21' 45' 00-1~.35'
355-50' 1z-45' oo· 141.55'
315.67' 13' 23' 48' 153,~'
I.~· 1so· oo· oo· 4, 71'
Z' 16Z' 01' 49· ~ss·
co· 15' Of 12" 21.16'
56' 33' 33' 26' 3z.co·
2' 146' 26' 34' 5-11'
2' 133' 16' 44• 4-66'
1· 145' 32' 3f 5-03'
55' 9' ss· oe· ,.sJ'
1' ,2· 55' 22' 3,23'
71' s· 46' 31" 8.40'
3;• 51' .;g· 55" 39.35'
50' 14' 50' 05" 21.67'
419.50' 20' 16' 15• 146-66'
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Civil Engineers
3106 Fillmore Street
San Francisco, Caliiornio
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11-13 ·85 6ULLtTIN NO. 9 -. .u.e...,J.
iJ APPROVED BY : . DATE DATE BY DESCRIPTION DESIGNED R.'.11. DRA\'nl APF'D. n R.R.ll.
1i1e.h..,,,J. :2. fr~ RCE r.i;zi <)•12-GS REVISIONS CHECKED RL.G, DATE 9_12_85
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RE SUBDIVISION TRACT No. 786
PLAN & PROFILE FOR THE IMPROVEMENT OF
BIRCH STREt.T
CIYV Ot [Jc\'JPOl?T OEACM
PUBLIC WORKS DEPARTMENT SHEET 2 07 4
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CONSTRUCTION NOTES
@) REMOVE E'tl&T. COf:C. CUR& ~ GUTTE!l, CONC. &ID6.WALK.
@ CONSTRUCT ~/ TIJ. P.C.C. &IDi:.WAL.K Falt &TD.· 150 • L..
@ CONSTRUCT ~TANDARD cnoss GUTTEJl ~ft ':iTD. • 10;; • L..
@ ~AWCU'T AND REMOV!l EXl':iT. AC PAV'T, CONSTRUCT 4"
AC PAV'T. ON a• AGGREGATE. BA~(:.
@ CONSTJlUCT · G' P.C.C. PAV'T OVE.R ~• AGGm:;eiATE. SA,;e.
@) COfl~TRUC:.'T CONC, C:.UP.& PllR STD, • 102 • L, TYPE ·s·, CUaD fACE AS l!OTEII Oil PLAN.
@ LOWllR TllLl::P~ONE MANIIOLE 'TOP TO GllA1'l:..
@) Rl:<\..OCATI> ll-l(IS,T. o/f, LI G~T POLE, VAI.ILT.
@) COIJ~TRUC1 CUI?& ACCE&S PER ':,TD. l!ll•L·A, we·e·.
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CURVE DATA
No. RADIUS DELTA
c.s 25' 09° 57' SO"
CG zs· 90° 02' 02"
c, 2s· 90• oo· oc:,•
C4Z 'Jf 09° S9' ~•
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PA&& LINC:
LENGTH
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SCALE:
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San Francioco, California rz.4.35 Ku; \Zl.11Sc DRAl~AG( £ R~ 1).:111! Id
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RESUEDlVISlON TRACT. l\!o. 7®!S
PLAN G PROFILE FOR THE IMPROVEMENT OF
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EXT. PARKING STR. FACE ,
NOTE: ALL BEARINGS ARE PERPENDICULAR OR PARALLEL
TO BASE LINE (EAST PROPERTY LINE) UNLESS
NOTED OTHERWISE.
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CONSTRUCTION NOTES
@ ADJUST EXIS11N6 MANI-\OLE RIM.
@) CON'oTRUCT SANITAR'( !:>EWER MANHOLE:
PER 51D. ·402·l..
@) CONSTRUCT S" ASTM 30?>4 'l>DR oS ':>EWER MAIN.
@) ASANDON EXISTING S" &ANITAR'( &EWER MAIN,
Fl LL PIPE WITH 2 SACI< CONCRETE SLURRY O:l llLOWN IN SAND. '
@ R!:CHANNEL E)lt'!JTING MANHOLE. FLOWLINE.
@ CORE. INTO EX \':>TING MANHOL!., RECHANN6L FLOWLINE.
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Civi I Engineers
"----+--+----------1f----lAPl'0,1f? 1 ~1~A RESUBDIVISION TRACT No. 786 .--~ v..J-:&5/1 f:'LAN 8. PROFILE FOR THE IMPROVEMENT OF
l-'-3_4...:•i-1c.1--+-6_U_LL_Er_1_tJ_.:1-10:..·...:..'o _____ a--4-=.,..1 c1Tv Et1:'.211m_,_,1G,,_,10"'-:1 --1 ·-,A~ LINE SAl\!lTARY SE\'JER 3106 Fillmore Street
San Fran ci s·co, Calffornia
APPROVED BY:
~.c~~G~cr, fu \<Jst2.
DATE
~.a. ee;
12·4-8S Kl(, A99EP <.,f:WH~ LINE L!'.:/:S~ oAT" /). ,4 ,c,or-
DATE BY o<..SCRIPTION APP'D. DESIGNED DRAWN
R.L.G. 1.1.R.8. CIYV 0~ rJE\'J!}OfiY D~ACM
REVISIONS CHECKED DATE llL.G,. 9·12·&~ PUBLIC WORKS DEPARTMENT SHEET 4 o;, 4
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