8010,Q /Q UEZA - P964L
UN /T No.l
ALAN45 FAe T!,/E /Mj0QOIiEA4ENTS ;rMjGPjG/N
WORK TO SA9 DONAG
The 1"AQ0t1EMENTS consist of the fo / %wiry tdonlc to be done. /ri
occordance with Mese p/orn_s 412e ccrrreenz San Die9oCounfr En9ineeriny
Detryrfinenf �Sfanc%rr/S,,00cccificar`iorxs ondSpeci4/ Prarisrons far /rnOro�-
/rie//t of Su�rrsion sfreefs, riJC/udinq the .Sfandgrc/ .2�ierenced
Dracu/nys, sh4// oPply.
L.EGEit/D OF WGli21C
The G,2AD/NG ofsfreels shown thus
The P,2FPA- QA7-10Nof6he made andPq!/ /NGof,ST- BEETS,5holAn fhus
The cor/strucfio// of Typ e '£' Cu-eB �C,UT %E/2 shourn thus
The ccr/struct/on of /?C-C- 510—z= X1AZ,< shou/n thus
7be construcfion of RC.C. X-cwr7 -,ege shcrvh e-has w •; .•-
7he- consifrvctioy7 of A. C. AVATE,e MA /N shown Thus
The construc f/on o,, I!C-,O SE41/E2 MA /d/showv) thus
The rnsfcr/ /atron ofT,2EET L /GNTS showq thus 0-0-
The /r/sf4//o/`ion of 6T2EE7- / 140,E S /6W thus a
The cc,7sfruC1,11on 4nd LGC•rioV o,c S kVICC LA7- ,eeAL5.s/,ax✓n Thus
The cons6zrt1on of F1.2E 1IYD,P4/1T,5 shoevn thus
The /nst`o /lot /on ovr �SU,21/EY MOrVUMENS sh4rvr2 thus �O
The- cons6- c �on ol^ 5�'MGR OW1,.Z1OLES shown thus —_ 0—
The co vstr//ct/an of X" INLET shoxh mus
The eovvst/wcr /oir of• CLEINO/17 TYPE G shown t1711s
The c ®nst- metiorr of ag,411171 WZXAWXZL show-4 thus
The 6'a07str11Ct1,aV of ROCr{',S10PEPROTfCI /OY sho #1� thus (ORMTEO)
The coaSMz1vt1ori of X 4r BERM Shover/ thus
The eapst/°VCt/0/7 of .9fA/ER CLEANOLIT shown thus G�
The eonetrucfion of 310001 O/ TCH shown ihu s
The CogS%uClio/I CUTOFF IN-4LL shows fhas
574ND/4W REFERENCE OR4W1A16" S
104 -2;0 103-1
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200 -3.7 218.7 219, 201-?- , 126 -1, 9ExHIEBm -r e
117 -1, 131,212 -2, 220- 1,223 -1,203 -1,214
L/n i/r oA- Causreelc. -ioA/
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SELECT MATERIAL BASE
12 1QUEZA ST2EL T 8.• -=
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SEWER LATERAL. TABLE
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SELECT MATE2 /AL OA5E tune currEz
2" ASPHA{_T CONCRETE OVER
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,o/ED,PAS OPO CALLS
SEWER AGENCY WATER AGENCY
EMC1,V1TA,5 S4N1or4RY D/SMICT S41Y D /EG/I1740 IIRR /G,4T /O31 O/STiP/Cl
APPROVEDBY� �OcLC �st!+P�� APPROVEDBY, / %.' %u/��'S i
DATE ��rb7z DATE ���/ 2 74
n
Ln D7z�GN
a
LY
4OE1VLQA1. NOT ,ES
t. The c�zs/eraction of.Sfano'ord Oriveaf�Lfs Lrx4lions fo be the fie /d by Elie Engmee�
ofOr />/cwaq to ex ?Pry Tiom curb fo ProPerfyLrr/e, SSA Drams �Z / / -/, .30-6 3oG /, 207 -.
2. The exocr' orepth ofim/oorfec/ hase mgiteriol j&// be baser) on soil 02d ifie �5+aC Aur471 -5Cc
-J/V // be /77 Sfl41.D45-60 C-Cr /Ty TESTING ZABORAMer-
,3, LJ // e �e�ricq/ t` �vs ,sei-rrces tuifriir� Zoe J• rr /sion or& 61VbEk6k>00U0 IVSTALLAT /Orb) For /oc471-ros�1 of
es od/is/ic�/ca6 /es asaa` cJ4s p�rn9 4nd op�urr'�r/arxes /there fo, core7aC 7-' S1441blec GA' f ELK•T -P /C° Co.
4. A/l¢e /e4or/e .seo -elees turi/7/n tyre U110C,P6L -0UVP I,U,TTALLA%IO(/ Fir /ocabon of
ccr6 /es orc/ cr�ur /onorxes cor�f4c� AL}C /F /C 7�574EPNONE Cb.
the /z"sponsl bi /I of the dcve/oper fo con e</c rl Me UT /L/TYoyer cics, a�/vrse t6,c�.,� o� �'io
pr000sed /mprovesr�enf, a i / beor Ae cosy/ oy"rclocafions.
�- A 1Crn" 666 Cou"2�� 0550i' Poi ahfr EX�9d.4T /QULd /t/i /e� tiie
EXr..s°�irx�^ tie,. •ht o>e°r+.eJy.
7 A// Unc%ryroundCo�ksTRUCT /av, /nG/. /4frrt� /S to be rnSA?11ed.�fo� cons o/corK.
cross- 9uz�crers cv- �s'crf4c /n9 o�'sz�rce�s.
8. EACH LOT .SHALL RECEIAX A 4 v^EYyE/P LATERAL ANO A ;V lWATER LATERAL LOCAT /ON
TO 8E DETERrY1/A/EO IN THE F/ELO BY THE ENGINEER OF `YORif, r`AS CONSTRUCTED LOCAT /O
SHAL L BE &VOMW ON THESE PLANS ANO 1N THE SEWER LA TERAL OATH TABLE PRIOR
TO ACCEPTANCE 6Y THE C011A0' T Y.
9. CONTRACTOR 1 S REQU /RED TD TAKE PRECAUTIONARY / "silRES TO PROTECT TiSlE !/T il:ery L, w
SHOWN HEREON ANO ANY O THE.Q EX /S T/NG L /NES NO T OF RECORD OR NOT S, iVOW OV
ON THESE PL ANS.
149. 01,4 TER MX IN.S AND LATERAL ,SERI//CES SHAL L SE COWS TR//CTED ACCORD /NG TO THE STANDARD
SPEC /F /CAT /ON AND STANDARD PLANS PLANS FOR CONSTRUCT /ON OF GYATER Af,,4 /NS OF
THE SAN DIE6111 TO IRR /GAT /ON D/S TR14r7
//. SAFOER MA /NS AND LATERAL SERY/CES SHALL BE L'ON57- Rl14'TE0 ACCORD /NB TO STANDARD
OETA /L S ANO STANDARD 4PEC 1F 1l'4TI9NS OF Th/E ENC /N /TAS S,4N1r,4RY D /STR /CT.
1
AS BUILT- IUKIE- 19,1 72
R.L. OoA1�lE R.c.E. ?AOSo
PREPARED BY
RANCHO cMNTA FE EWR. M
RHO. MAIU AE CAL /F.
P.O. BOX /532 Y3-; -1107
COUNTY APPROVED CHANGES BENCH MARK
Description Approved by Date IAi'I•P 13 W/O C- /L REGAL RO. 1°s' N/O MELBA.
Description:
pELETE BROW p1TCH 6/I RO. PROOUCEp 1,S• NE OF" Slug POLE MR— Pa81Z0
Location: n!W r-OR OF INT OF MELBA *RSC=— - ROS.
AODEO STRUCTURAL 6 /r�/•7z
SECTI oN
qoo STeEET LIGHT �I° -� /�z Record From: S.O.C.O. E3M, Z=1LES
Elev: t8Z.85o Datum: uSGdGS
RE6A
FREEtNAY
ej Q 50011140.1
\ .%WrA F6
To SAN GYEGo
y
Y/CIA117 -Y Amp
A/0 .SCALE
PRIVATE CONTRACT L- 6225
SHEET COUNTY OF SAN DIEGO
ENGINEER DEPARTMENT SffEETS
R 10l1EZ.4' &"Z SUBO/4 /JIM UNIT Ho 1
1AfjR1?0!1E44,F1Y7 PL.,4#S
T/ TL E SHEET
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Recommended for Approval Approved _I -
b di on Engineer 17'; county SST County Engineer
Engineer of work
��LY 11�fYii� O Approval date �� 2926 /
R.C.E. 20050 �`,$- rI.2 T. M•.
f/ELO BOONS 229 236
FILE NO.
UE S 1972 B
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L ENUGINEYER DEPARTMENT
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NArURA'L- 'S\IVALE: FA/01A117-,4 S
COUNTY APPROVED CHANGES BENCH MARK :r
No. Description Approved by Date /2*' I.P. ilia; W/C� CIL REr.AL. Rt3. l!5'KA/0 MF_1_12�A, Recommend dforA roval Approv d
Description: ' 7
l_)r=LF__TE. E�,ROVV RV, PROMI.:�CED I.S ' KIFE CNF -�rLNIE!, PC)LF- NiS P4017-07.
A r_>ELaTG_7 -5TOP_w\ DRAIM et 1 '09 Subdivision Engineer ASS7-. County Engineer
Location: hJ\A, c:C�R C�F� lKI-17 Q$r KAF-L.15A, Aktat) RV_GA,1 RM
DEL-E-rE A.C.1BF_V-_tv% Engineer of work Checked b
DELF-7-F- -�jt*rWAL_V_ Record From- M�r>.CO. IZ..NA. 1�-IL_Slb ZF�P�e
At)O Elev: lelZ.IBSC� -Datum: Q%C_ 4+4*0E� Approval dat7-2,9526-1
NA,". R.C.E. 4?00549 �9-24_-72 T.k
FILE NO.
zczv Baam-y 225'
231;
UES1972B