267 •PERT ECT•naoriLE
PLATE A
RODNEY STOKES CO.
Q
CARDIFF PRCaP R'�''TS� UNIT 1�L�• 8 W 0 R K T O B E D 0 N E
�; I � GENERAL N 0 T E S IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING T THESE
PLANS, THE
- o
SEWER LATERAL DATA TABLE CURRENT SAN DIEGO COUNTY ENGINEERING DEPARTMENT STANDARD SPECIFIC TIONS AND
SPECIAL
Z I. THE STANDARD SECTION WILL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS PROVISIONS FOR IMPROVEMENT
OF SUBDIVI STREETS AND STANDARD RE ERENCE
DRAWING
g F LATERAL INV.ELEV. DROP TO INV. ELEV. LENGTH TOP OF INV. DEPTH SIZE THE STANDARD SPECIFICATIONS
AND DRAWINGS NGS OF THE SAN DIEGUI IRRI ATION DISTRICT FOR
DETERMINED B Y THE MATERIALS LABORATORY.
Z ? NO. @ MAIN MAIN @ PROP.LINE CB. ELEV. BELOW CURB WATER MAIN CONSTRUCTION AND THE STANDARD
SPECIFICATIONS AND D DRAWI GS OF THE CARDIFF
AA 293.5- I.O' 297.0 33' 302.0 5.0' 4" 2• THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING ALL EXISTING
UNDERGROUND SANITATION DISTRICT AND THE CURRENT EDITION OF THE STANDARD SPECI ICATIONS AND DRAWINGS
u>rw UTILITIES DURING CONSTRUCTION. OF THE CITY OF SAN DIEGO.
"' BB 293.6 298.4 25 303.4 4 3. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO
CARRY
Z'P' OC 293.7 299.3 21 304.3 4 OUT THE CONSTRUCTION IN ACCDRDANCE WITH THE CONTRACT DOCUMENTS NOR SHALL HE BE
REQUIRED I M P R O V E M E N T S S T D D W G S L E G E N D
E CINITAS = ° z a n.
- 10 • y� 2 � DD 294. I 299.4 24 304.4 4 OR SUB ODNTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON
AT THE JOB SITE GRADING OF STREETS ( TYPICAL SECTION)
71 go CL N i� LL EE 294.3 300.8 15 305.8 4 OTHER THAN THAT OF THE ENGINEER'S EMPLOYEES.
v w o FF 294.5 300.2 27 305.2 4 4. A PERMIT SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S DEPARTMENT FOR EXCAVATION
WITHIN PREPARATION OF SUBGRADE & PAVING OF STREETS
G w GG 294.8 300.9 25 305.9 4 THE EXISTING COUNTY RIGHT -OF -WAY. G -45
o .4 v TYPE G CURB WITH 6 n CURB FACE
a _) HH 294.9 302.2 10 307.2 4 5. ALL TELEPHONE SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS. FOR
LOCH- 212_2
SANTA FE II 295.1 302.1 15 307.1 6
S' 'i /- DRIVE TIDN OF CABLES AND APPURTENANCES, ODNTACT THE PACIFIC TELEPHONE ODMP AT ANY 298 -0595. 4" P.C.C. SIDEWALK
0
y GRANGE ,; i CARDIFF PROPERTIES JJ 295.1 1.0 300.9 33 305.9 5.0 4 SURVEY MONUMENT 218;
219
HALL RD 6. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUBDIVISION ARE UNDERGROUND INSTALLATIONS.
UNIT N0 8 FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN :
�, 'o 61 �• -!'�- �•• RDIFF PROPERTIES UNIT N0.3, DIEGO GAS & ELECTRIC COMPANY AT 232 -4252, EXT. 1658.
A.C. WATER MAIN (SIZE AS SHOWN) SAN DIEGUITO IRRIGATION DISTRICT -
(SIZE AS SON Q
MAP N0. 7502 7. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED BEFORE CONSTRUCTION OF
_ WATER LATERAL (SEE NOTES 15,24,261 -SAN DIEGUITO IRRIGATION DIST ICT- �ru
F s t a
THE SEA 1
q CARDIFF __ .CARDIFF PROPERTIES UNIT N0.4, CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
% `� GV Z
y B MAP pip 7525 CAST IRON GATE VALVES & STANDARD - SAN DIEGUITO IRRIGATION DISTRICT - -
CARDIFF PROPERTIES � � 8. CONTRACTOR SHALL UNCOVER LOCATION OF WATER MAIN CONNECTIONS PRIOR TO BEGINNING INSTAL- VALVE
BOXES WITH CAST IRON! COVER H
UNIT N0. 5 1,1-CARDIFF
PROPERTIES UNIT NO. 6 LATION TO INSURE CONFORMANCE WITH LINES AND GRADES SHOWN ON THESE PLANS. ANY DISCRE-
PANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DISTRICT ENGINEER PRIOR TO
FIRE HYDRANTS & APPURTENANCES
SAN DIEGUITO IRRIGATION DISTRICT -
ED91NAWAY i �l �`.___NOLBEY ST. PROCEEDING. -_-
N � ROAD `DORA DR. 9. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE BY THE SAN DIEGUITO IRRIGATION V.C.P.
SEWER MAINS (SIZE AS SHOWN)- CARDIFF SANITATION DISTRICT I �SI.�
N __O BB
BIRMINGHAM DR. -' `LEGAYE DR. DISTRICT. OOSTS FOR THESE CONNECTIONS SHALL BE PAID FOR BY THE DEVELOPER.
_ IO. ALL WATER MAINS SHALL BE CONSTRUCTED WITH 36" MINIMUM COVER. 4" V.C.P. SEWER LATERAL CARDIFF
SANITATION DISTRICT --
I L O C A T 10 N M A P II. GRADES OF 10%11.99% - 2 -1/2" A.C. OVER COUNTY - APPROVED BASE. CONCRETE MANHOLE
CARDIFF SANITATION DISTRICT
NOT TO SCALE GRADES OF IZ0- 13.99% - 3" A. C. OVER ODUNTY - APPROVED BASE.
12. THE CONTRACTOR SHALL UNCDVER EXISTING SEWER MAINS AND SEWER LATERALS, TELEPHONE AND INSTALLATION OF STREET LIGHTS SPECIAL
DISTRICTS EXHIBIT B a-
ELECTRIC CONDUITS, WATER MAINS AND WATER SERVICES, GAS MAINS, CABLE TV, FIRE ALARM AND p_9. gyp_ I =
= =D I=
OTHER EXISTING UTILITIES AT LEAST TWO HUNDRED (2D0) FEET IN ADVANCE OF TRENCHING OPERA- STORM DRAIN
TIONS TO PERMIT GRADE OR ALIGNMENT CHANGES. MODIFIED TYPE O.M.P. INLET SEE DETAIL SHEET 4
13. ALL WATER METER BOXES SHALL BE SET AT GRADE BY THE SAN DIEGUITO IRRIGATION DISTRICT P1pE COLLAR SEE DETAIL
SHEET 4 --1 _ -- - --
w z PRIOR TO PLACEMENT OF CONCRETE SIDEWALKS.
QI
14 . D-1
C TYPE A CLEANOUT b,
° n LU LU PA�OMARES HEIGHTS , 111 -3 �❑
Z >. TYPE H CURB INLET, WITH G GRATE 108 -1 r
A V O C A D O w A C R E S Q U N I T N 0 7 '-'
� z� ° ° ANNEX 15. PRESSURE REGULATORS SHALL BE REQUIRED FOR ALL WATER SERVICES. WHEEL RAMPS (SEE NOTE
16)
225
- o E o: 16. ALL STREETS SHALL PROVIDE FOR WHEEL RAMPS AT EACH INTERSECTION. WHEEL RAMPS SHALL BE
� MAP o� N 0 CD 2 I 3 8 BUILT AS A RESIDENTIAL DRIVEWAY APRON 5' WIDE WITH STANDARD WINGS. SEE COUNTY OF
SAN ROCK SLOPE PROTECTION
W Z a a MAP NO. 21 36 DI EGO STD. DWG. 225. 30
�I TYPE M 17. ALL SEWER MAINS AND LATERALS SHALL BE CONSTRICTED IN ACCORDANCE WITH THE
CURRENT SAN T -9
PE DS GUARD FENCE ASSEMBLY
EXIST_ EXIST. SEWER MA EXIST.MH^ �gp gpRY. EXIST.MH DIEGO COUNTY STANDARDS FOR SEWER ODNSTRUCTION AND SKID STANDARDS WILL
GOVERN ALL
,- SEWER TRENCH BACKFILL. BLOWOFF VALVE ASSEMBLY AS SHOWN -SAN DIEGUITO IRRIGATION DISTRICT
SEE NOTE 7 SHEET 2 •
S A N T A EXIST. - F rSEE - D R I V E 18. ALL FILL SHALL BE COMPACTED TO 90% OR BETTER PRIOR TO INSTALLING SEWER
PIPE AND MAN- TYPE F GUIDE MARKER „ W
10 "'GV11 EXIST.STREET�GHT EET 2 EXI .WATER MAIN HOLES. SAN DIEGUITO IRRIGATION DISTRICT -
EXIST. { 19. ADJUST TOP OF EXISTING MANHOLES TO FINISHED GRADE. 2" WATERI LATERAL (SEE NOTES 15 & 24)
w EXIST.FH 12"CMP 1 �' - y 20. EXISTING POLE LINES TO BE REMDVED BY OTHER. ALL COSTS SHALL BE PAID FOR BY THE
DEVELOPER. ^ `
IZ 615 514 601 606 605 604 - 591 590
to I Z 50 59 T" 21. EXISTING GAS MAIN &VALVES MAY REQUIRE VERTICAL RELOCATION TO MEET NEW FINISHED GRADE. Q,
C. SURFACING
608 609 I 602 603 Uj H
616 617 592 593 RELOCATION SHALL BE DONE BY THE SAW DIEGO GAS & ELECTRIC COMPANY AND PAID FOR BY THE STREET
OF SAN DIEGO STD. DWG. G -38
' m ° m 1 aw 58658 p DEVELOPER. PRIVATE STR ENTRANCE CITY
AND DETAIL SHEET 3
,�� Ih 8 610 611 I » 594 595 z - 22. EXISTING WATER MAINS SERVICES FIRE HYDRANTS VALVES &APPURTENANCES MAY REQUIRE
VERTICAL RELO 6 "V. C.P. SEWER LATERAL CARDIFF SANITATION DISTRICT �
600 601 141_, , �N
a F I `/' 619 618 613 612 I ao 591 596 �R M� ' CATION. RELOCATION SHALL BE DONE BY THE SAN DIEGUITO IRRIGATION
DIST.& PAID FOR BY THE DEVELOPER.
n 599 598
62i VC J N�. �, 23. ADJUST TOP OF EXISTING WATER MAIN VALVES TO NEW FINISHED
t gFI� GRADE. VERIFY EXISTING WATER
620 "-"��� - 10 "AC wEFt E�gA� ,,� o MAIN VALVE LOCATIONS IN THE FIELD AND AT SAN DIEGUITO IRRIGATION DISTRICT.
z z r /s) pCCkS SB4 'n 24. 2" WATER LATERALS SHALL BE REQUIRED FOR IRRIGATION SYSTEMS.
_ 5B
C 25: THE CONSTRUCTION OF ONE P.C.C. STANDARD DRIVEWAY PER LOT, LOCATION TO BE DETERMINED
i -We, FOR DRAIN - <N 63
\ 640 5B 583 o -A z BY THE ENGINEER OF VORK. P.C.C.
SURFACING OF D RIVEWAY 3 641 W SWAY TO EXTEND � • 62 J S
END FROM
EE CURB TO
4 SHEET P
4 \ \\ � PERTY LINE. USE STD. DWGS. G -22 G-23 305-2 &306 -I. �
Q ' w STP S � ms`s } 62 62 621 92 31 63 63 63 \ 63 `�$ A "' C 26. WATER SERVICE PIPE AND FITTINGS
BETWEEN WATER MAIN AND 'WATER METER SHALL BE COPPER
CC & ONLY. PLASTIC WATER SERVICE PIPE AND FITTINGS BETWEEN WATER MAIN AND METER
WILL NOT BE PERMITTED. REFER TO SAN DIEGUITO IRRIGATION DISTRICT I- v T 626 I A
CT STANDA
63 - RIDS
T � / I 63 C•P
w 63 63 cb I 0
m 1 s Fr /s7 8� ilii B�BDRY . LA _ .
Cr o `" / � ' EXIST.2 "RC\ �\ T SCALE: I I" =100'
CL z I _ & HEADWALL F a
N �
LL LLJ t I
~ Z ~ mTp Z `
Jai 0
p = C7 w j m s 3
2 D_ Z I Z -O �J
oz
z c m, ° �A -A G 3' ± 9TA.G3 +25.94 ® TYPICAL LOCATION FOR
Y` y 6 +91.84 FUTURE CENTER ISLAND STREET LIGHT OR FIRE HYDRANT
y J Tn f 7.93' STA, 63+44, 5 � S`LY CURB LINE PROPERTY LINE
L r' s' u' VARIES SURFACI NG AS VARIES 32
F
LA y ` REQUIRED FOR SMOOTH V RI ® �® 9.fo'A STA. G5 +5765
o TRANSITION I 0' TO 25' ±® VARIES 9.05'AT5TA.G5 +61.66
FUTURE CENTERLIIJE 5.0' 7.00'ATSTA.68 +91.84
ELEVATLONS SHOWAJ
IN PROFILE RI s ® 7'ATSTA.65 +50STA.66 +11
{G' ATSTA. G7 +80 STA. G8 +91.84
K E Y M A P - -_- VAR 2%MIN.
C A R D I F F P R O P E R T I E S UNIT N 0 8 I EXISTING ` -- -�
. .
PAVEMENT AS BUILT 1�1 3'AC 4"P. C.0 SIDEWALK
DENOTES STREET LIGHT, 20,000 LUMENS ON 12" CL.3 AGG BASE TYPE G CURB
-0- DENOTES FIRE HYDRANT SEE NOTE I WITH 6 "C. F.
TYPICAL STREET SECTION PRIVATE CONTRACT
SANTA FE DRIVE AS BUILT' SHEET I 11
_ �Q COUNTY OF SAN DIEGO
NOT TO SCALE �Q/l •�'�Q�,O"� I ENGINEER DEPARTMENT S HEETS
BILL K. BRAKSLE
8- zs -,77 PLANS FOR THE j OF:
DATE SANTA FE DRIVE, OFFS ITE WATER, OUTFALL SEWER
AND STORM DRAINS I -N AND ADJOINING
CARDIFF PROPERTIES UNIT NO. 8
SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK - OC -0020
Re mmended for pprov Approved
PRECISION No. Description Approved By Date
Description: 1/2 STEEL PIN
CHARGED SEWER
SAN DIEGO COUNTY FLOOD CONTROL DISTRICT CARDIFF S A N I T A T I O N DISTRICT SAN DIEGUITO IRRIGATION DISTRICT LATERAL SYMBOL FROM
(�j Subdivision Engine
MAR 10 1976 C. J. HOUSON- DIRECTOR OF DEPARTMENT OF "' ti7 uvision ngneer �D. Weer
1'tttWSivl� � LOT Ip� TO 8 r ADDS 6 V.C.P. SEW 3'• i County Enr
SLY ��GD- C�ll�( �- fOriCi� LATER�l,SEWER LATERAL RATA TALE Location: Q/0 Y,n,R DR i SANTA FE DR APPftOX CIL OF MOLOYYTIOM
OF BAIOUR
MICROFILMED SANITATION & FLOOD CONTROL REV VATER LATERAL SIZE REQu IR$MENT DR 30 FT S/0 SANTA FE DR 2.5 IN E10
CDR OF 6 FT CYCLONE FENCE. Engineer of work Checked by
APPROVED BY v IN LIST OF IMPTS. T.M.
APPROVED BY
r ( -10 -74 M.P. w ?� �
"AP 1 T DE4 & 27 3 -1 -74 Record From: COL TY OF SAN DIEGO VERTICAL CONTROL BOOK r�`� �( 7
T
1914 LETE NOTES 1
BY - DATE �O��' 73 S 4 G 9 B� C 4 t t - / 9 7- ® ADD 4 REV. DIMS. ADD STAT10AI5 *j�t, Q•L�7� Elev: 328.430 Datum:
U.S.C. & G. Approval dote 2889
ICROFILMEp rFit4lytvi4 DATE DATE ISLAND CURD REF. LL F! BRANBLE,a.C.E. 8102 t -9 �� 3
pRECIISION 4 , 9�'y�r1 C� C� FILE N0. 981
qtr 1 "',.•:
MICROFILMED AP 12 *77
MICROFILMM
i
'PERFECT "PROFILE
PLATE A
EUGENE DIETZGEN CO.
OR
63 64 65 66 67 68 69 70 COURSE ITEM RAOTL'S BEARING LENGTH
, �iC 1+ TYPE G CURB N89- 06-24W ®328.32
C 2 ** N 8 8 -53 - 09W 215.16'
TYPED CURB TOTAL ®543.48'
® � STA. 63 +42.50 TO STA.65 +57.06
**STA, 65 +61.65 TO STA. 68 +91.64
w
> B I TYPE A DIKE 100.00
------------------------------------------
Uj TYPE A DIKE TOTAL 100.00
° m s m
o �
M -+
LL ru
N +
C-) ^z CD cr
U
^ c ^
^ cn tY p
ca U m m < Z
ru ru r T O
LIyJJ
W (Z.I LO m LO LO U m /
w ° m N 320 N LO / 330
o u/ 1 00' V.C. o/ Ln ru /
Y 00 > Ln LO °
3 ^
m r ^ ru m
C) �CV/6 lD /
LO
_4 rn 000 %4
-im W �/ /
�, < "' ^ � (n v rn G o 315 325 CENTERLINE OF EXISTING 325
° v m LID m m .�
315 �Ln L O M m p m ry 4 =ru m PAVEMENT GRADE
v LD Ql fLI ,
wr' Lo ^ -4 rn j GRp�
0 LO o m � �� CENTERL I NE OF �j�, m P ANA /
RIM EL. m ;Q, o� ���RE EXIST PAVEMENT 4�A e EOF Ex\\
LO 310 �= 308.79 m o °m �gl% LV— 21P RCP /� a �l� 320 N 9 2 N
SHEET r ENE 6 f E � / 330
I� l o \ CE ���o�G�p� .00 �y1�n.
EXISTING GAS &WATER �w° ri �m >
MAINS- SEE SHEET 4 M v J
QP� 5 1 a
z a s
Lo APPROXIMATE LOCATION m- ° + oc, 325 m
EXISTING SEWER MAIN `� + LO
305 III ° 0, ��QQ -B � m 315 315 15 "' M N��
M 2� ^ p u LO \\ m 11' 15' w :3: N H
10 LO v r? m .4 \ -
TOP OF EXISTING ` LO � 14� "'+ m � m j � , ru TOP ° ~
CURB (INLET) I$ m m
w ^ ^ , jC Ce � N m
M ru rn U . I °
°a 310 0,856 CB GRADE
ru r ;, •�'- m p N 310 � 320 r^ m 320 PROFILE OF ANTA FE DRIVE
rn o' r 2�j0 /• m �..
Ri - L° m mo °° °. LO Oj 9 m ?i SCALE:
y = -- GUTTER GRADE m ° m m °. CD M m fu
` c HO�Z.: 1 " =40' C_r
+ x U 1101 p r" r ° CO Leo v VE T.: I"= 4'
-4 th
y m r" Ln w Lo Lo
305 M m ~ 0 100' V.C. a, 40' V. C. ,315 ,. .
z > m NOTES:
w E39 U1 a `' LID Ei 0 1. ADJUST TOP OF EXISTING MANHOLES TO FIN SHED GRADE.
®`t a LO m 5 N 2. EXISTING GAS MAIN & VALVES MAY REQUIRE VERTICAL RELOCATION TO MEET
103 > h o ° & ELECTRSC AND PARD LOPERE BY THE SAN DIEGO GAS
' win m m A =0j 3. DELE - TED
�a
N W
Leo 8 m 4. EXISTING WATER MAINS SERVICES FIRE HYDRANTS VALVES & APPURTENANCES MAY
o $ R1 REQUIRE VERTICAL RELOCATION. kELOCATIO SHALL BE DONE BY THE SAN Oil - -
° _ a w ° e LU Uj
GUITO IRRIGATION DI ST. AND PAID FOR BY HE DEVELOPER.
>. z 8 ' w z I� o Z J AIN VALVE LOCAT
U. 5. ADJUST TOP OF EX I STI NG WATER MAIN VALVES
IN THE FIELD AND AT SAN
S TO NEW F1 NI SHED GRADE.
$ VERIFY EXISTING WATER MI
w rLU ° uco � DIEGUITO IRRIGATION DISTRICT.
z 7 ~ o >-$ o PA L 0 M A R E S HEIGHTS ANNEX 6' T ANE C I TS, S WATE MAENS
SERV) C SE GAS
UNIT N0 wa �> w d
A V 0 C A D 0 > w A C R E S 65 +41.14 22.05' LT. 6�&& 65+70 -TYP F TE 7 � ° ® N
MAINS, CABLE TV, FIRE ALARM AND OTHER EXISTING UTILITIES AT LEAST
`w` W s I� N ' ~ 1 HUNDRED (2001 FEE T I N ADVANCE OF BENCHING OPERATIONS TO PERMI T
z ABANDON AND /OR REMOVE OF NEW CTR. w ° ° °¢ iin o z GRADE OR ALIGNMENT CHANGES.®
o - EXIST. CONCRETE BOX MODIFIED TYPE ,�, A.C. SURFACING AS REQUIRED a w o a - AP N 0 M . 2 136
MARKERS SNALL BEPERSTATE OF CALIFORNIA DIVISION OF
& CM PER SHT. 4 1 \ 7. TYPE F GUIDE MAR
Cy LU O.M.P. INLET o FOR A SMOOTH TRANSITION �'�s'�s 8 Y = I Inf—
G MANUAL, PART 8 TRAFFIC. -at r
c� ° HIGHWAYS PLANNIN +z N 0 SEE SHEET 4 = 2 I 3 8 �a
` �°� m �'a `� C
w
C3 w 6 M A P `--�� t
o
EXIST.TYPE B -2 INLET, 18 "RCP W fill
& TYPE OMP INLET PER G.T.M.2889 -I, SHT.8 a
XI / ENTE INE & �A'r � ' N'LY LINE SECTION 23 FUTURE �. - - C
EXIST.MH EXI ST. SEWER MAIN SUBDIVISION BOUNDARY 3 _EXIST. M & SEWER MAIN - S NOTE I EXISTING PAVEMENT ' /__ EXISTING
SEWE MAIN MH �
B A
II _ SEE NO , .E
H. 6
GAS -�
B
6 TE 2
' ... -.
- EXI T. 12 "AC XIST.4 "H.P. GAS �� - \}� = MEET EXISTING
E NOTE 4 — I -�
�/ / . 51 . �E E - WITH A SMOOTH TRANSITION I V E �),_ w °-
EXISTING IMPROVEMENTS PER �� EXIST. I ® / j SCALE:
TYPE DS GUARD FENCE
STREET r S A T A EXI ST. 12 "CMP ®� __
DWG. T.M. 2889 -1, SHEET 2 ( i , AS` D.C
LIGHT C
1 ASSEMBLY AT 50'
STATIONING ON SANTA FE - SERVICE POINT l a / 3' F}BERM
DRIVE PER ROAD SURVEY �LREMOVE EXISTING TYPE h l w o rJ I � EDGE -
i ti n.. DS GUARD FENCE ASSEMBLY , °' - _ \ PAVEMENT
1120 -2
STREET LIGHTSERVI�E 7 ,�qq C AUTION = oo u3 15' 1 '16
f T ++ EXISTING H.P. S, 4 "H.P. GAS z�s o`wh"" + ° w CAUTION S5+`� 1 _
$ N E 1/ 4 O F N W I/ 4
mI CTR. TYPE H CURB INLET J
w E &POWER POLE w EXISTING OV EAD ELECTRIC WIRES SEE SHEET 4 / �1Ir� �12 ='AC - SEE NOTE 2, 4 !k 5 cn � J w z
- NI wu I.- w i ?� z RR w
® EXISTING POLE LINE- -� 8- r �25 °w o ` �^ 3. N 5 E C T I O N 23
Z r ° T EXISTING POLE LINE - p § z La
— 3 w > W z ° N LU F"" rD 175 N I— 8 p 2 � ® a L.> z w- -I CL—LU
Q _ c0 w mm� OD 4 o w 2 w W w u� ca Jo = T 1 3 S R 3 W S 8 M
J LD Ln r. Z U ejy p z W O J J• W -d o�C N `�' J ° 0 U_ Uj W LL' J
N I o az I� wp i �m I dp i 2 W� aL� ® r a PRIVA E CONTRACT
W Z LLl �O +M9 + 0 D- W wo tDNN W,9:z �
z z o Q �,v, ® �zF° WaiS b�- = SHEETS
0)J = AS Bl11 SHEET COUNTY OF SANfjIEGO
Q Ct x Z' in W W � Wa- �00 .�.Z •n �l 2 ENGINE�R DEPARTMENT
ME Q a A V" � za w Za BILL K. BRAMBLE
a LL = w rnx + * p SAN T A F E D R I V E
Cr LL_ W H w ® ®F �9UF�- -- / O - ZS — 77
m o o fa DATE
Ix z ® CARDIFF PROPE`?TIES UNIT NO. 8
Q
U
COUNTY APPROVED CHANGES BENCH MARK - OC -0020
Recommended for Appro al
r pp
No. D r oved��
eseription Approved by Date
Doseripfien: IJ2" STEEL PIN
h YL!R DR A SUTA FE DR APPROX Ch QF PROLwAeTION OF BALOUR
J I ® D IME., STATIONS3, 19LANp B. 8 �1 4 Location _ . Ivieion EnRIn .r �af .County Enpin
«r
REF #.- MM 7 OR 30 FT S10 SANTA FE DR 2.6 IN EIO CAR OF § FT CYCLOW F r.F_ Engin of work 'Checked
by
8-7+ L.S. p rvu WTV ni .C1Y AIFMf VFQTIC�I f4YTOf1I DAD _3% _T T. AL
I .
Raeord Front: Approval date 2869-6
as EI*v: 32 8.430 Datum: U.S.C. A G.S. u
IL K. BRA E 8102 zO�7j
FILE NO. 961
PREL'IiRll ?�!
SE P 1 � W7
....ef.•.ru c. ^n _.
'PERFECT "PROFILE
PLATE A
EUGENE DIETZGEN CO.
1 2 3 4 5 I /,'-'� OR
COURSE ITEM RADIUS BEARING LENGTH
/ U \ W 1 10 IN AC 188•00 40- 8 -38 131.72
W 2 S83- 52 -33E 241.76
W 3 S46- 23-37E 33.63
EXISTING GROUND LINE 1 310 W 4 S28- 45 - 9700
AT WATER MAIN
10 IN AC TOTAL 504.11
o Q APPROXIMATE
FINISHED GRADE LINE S 1 8 IN VC 200 38 -49 -14 - 135.51
§S AT WATER MAIN / S 2 S83 -52 -33E 2
305 0 / ��— 305 8 IN VC TOTAL 375.88
19.64 `
° NVERT CRA ® /�\ C I TYPE G CURB 17.00 5 -37 -35
l C 2 S52 -50 -DOE 1.81
-L 53 ��� 10 " AC '1
C 3 S52 -50 -DOE 25_19_
W \ - - - - - -- - TYPE G CURB --------- - - - - - -- -TOTAL Q 46.64
30 ` — T � d W 300
— d
APPROXIMATE INVERT \ a a 8 CU
GRADE- EXI ST.8 "AC
IN �w �; / 24 "RCP AT CV) $_�
CAUTMQliI _ AC IAE. 5A41 �I 295
29 o I 0 XI AC +
EXISTING UNDERGROUND GA T.V. S, AND
° o _,w o� \/N ~ \� / "'
ELECTRIC, TELEPHONE, w o ° rQ maw ` � HQ
APPURTENANT SYSTEMS IN WORK LU 3 v N
AREA. SEE NOTE I. + w - s ? / SEE NOTE 4 Co o o
Y
LU - Q o_ wn'a SEE NOTE 4
W
�F 00 8! ONYX
_
H K W N _ ZN S W
is Cr yw ROXIMATB FINISHED fA�ea°
E GRADE LINE AT SEWER MAIN
APPROXIMATE EXIST. °� ��� ® EXISTING GROUND LINE
PAVEMENT GRADE. AT SEWER MAIN
300 SEE NOTE 4 , 300
CAUTION -
\ / ��E 295 ?94EWER M Q I
DO NOT DISTURB EXISTING 1 / 1'0' CONCRETE ENCASEMENT
10 "AC- SEE NOTE I `� vX
w
\ - -� -�
295 0 \ /� I� 8 "VC AT 0.40 %� e 295 PROFI WATE E MAIN
APP MAIN
fiOXIMATE INVERT �---� 240.37 OF >. ;:
GRADE EXIST.8 "VCti W
— w �
135.51' .9F > "VC AT O.AO% 7' �► 0
_ —� ® •' �4!Lll E RT GRADE- I 40 S C A L E
w HORZ. :
'v 293. 16 EXIST.8 "VC TYP I CAL ^ O `OQ '
> PER T.M. 2889 -I, �� VERT.: I 4
CONNECT TO EXIST. fI - 0 i SHEET 3
•. 290 8 "VC WITH MH N6 r � �- REMDVE EXISTING 8 "VC + CM
® KiN NOTES:
"I"'- > I. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER LATERALS,TELEPHONE
a N N a'
_ 6 D AND ELECTRIC CONDUITS, WATER MAINS AND WATER SERVICES GAS MAINS, CABLE TV,
o I I N FIRE ALARM AND OTHER EXISTING UTILITIES AT LEAST TWO HUNDRED (200) FEET IN
LU d w + ADVANCE OF TRENCHING OPERATIONS TO PERMIT GRADE OR ALIGNMENT CHANGES.
t~i,l w 2• COSTS FOR SAN DIEGUITO IRRIGATION DISTRICT CONNECTIONS TO EXISTING WATER
LU g �� MAINS TO RE PAID FOR BY THE DEVELOPER.
- . 10 Z CL 0 �5-\Y , \ � � 0 3 BY THE S PRESSURE REQUIR ATORS R SHALL G BE I PROVI ED ALL
W TYPICAL- SEE SEWER LATERAL DATA 4. TOP OF MANHOLES AND GATE VALVES SHALL BE AT FINISHED ADE.
to W a \�o \ No' TABLE ON SFEET 1
\E Ec I
� ��C10 N 2 �\ g CC Q W a -1 I ' 10 G ANTED ON E AP��
C A SE N Q' I II 1 � Q F C
A. e D $e� ^� / EE S 11 E ' CONCRETE - - i W
W
C ��' G Fr \ \ ��P� S E . \/ e/ EMENT S HH W C
A e< ��,, _ * �m�Q M r� � /o, �T &r . DD
� ko I V s2 S I I
E — z ' A
IV �� �Q ^ �� j ��F" / \ c ` O/S ��I \� �/ 2 c� �(C 8
I T 7.?
5 O o �`F!L l SEP
O ° e �c,`8 ¢T tiTS TF / r/s W W 5 t \ n _
SCALE. I t "x20' � ��, �. �Q ! r '. �O n 5 A ° o, Ti ` s \ c1t DO W - S FF !� - �`� Q SCALE:
( 1 -40
/ /;� 1 C7 p �h uJ `mo S G J"REET CA L Q J r \ \
/� w a°PRI V TE �O �• v D W r t LnCl,R6 W
, �Qe�
�r F� � Q' (7 G �/ �ryF\J A!O Y �` �� Qw \ \\ - � SIDEWA1K ER & o '
Qk qFi /s7 px ^�� �` ,��� !O \ l�F� F{ G\ AA $ F c M + v F I- d L� VV
`1 4 / L A / /� �'q �/� 'P `� O / F'P9 / o ac �S "I
9 0
W ;Q ,.� `� T.c��, / Sp rsT F 8 �� 6 Ff�F °q O'1'�s� LU (
/ F F Ors 4, z a
PCC �.• �� A 'YG 8o T e t ► F `� y >J T 'Q/ �I!'
!LGO x2� F1'�. 3 0�� PVMT r D' �Q '��� o� 'PO,o F - / /,!r / s \ 7 i� 'T
r \ p `i Q�1` F T✓ O Oi
100, ` l a ` � jF .Q s `F a �U 0 0
o- �o c i� y s \ �' Ah /�q e oy �`y NO �Pi ''� °�' T° o\ \AL
(0 \� >t, k,} J /S/ �Q N ``� �o / Lj ' l g Fir c � 1 Ci � 3 ��� F �°c ?�� �o ��
\ s \ ��`` i G a A c /o /Gq TQ s l� Q gJ�° f \ p�E i � 2
\ \ Q - GN �� i �L llr /N •�j T/� s F°yy,,N p �? E 5 '\ N .
\�� F �Flj' Fl j �li0
C9. 0 / O/ �fs`�►F R N���(E Z PRIVA E CONTRACT
�• j`� } 78' / q c sP � v _ y sT /y� F q, /,y T
PIP PIP /p/q q C ��- NTS\ / qC � L rT 20 �10 P \ S AS BU�LT SHEET COUNTY F SAN
DIEGO = SHEETS
s EXISTING 1 t p III N s F Fy6'y+4�1 'PFq 4$�" F F �Iin//,., / ENGINEE DEPARTMENT
�0 800 F � / \ \M /N T S p s � C � T F,y Q FC'T F C pR / � CX BIIIL. / L C K. BRArtaL[ SEWER MAIN
WATER MAIN AND PRIVATE STREET
P " &- CO Qj T S\ 4 / /T /g/jF EXISTING SIDEWALK CURB & ' %
.��� ( 9 ^ q � /g, �� � ,�\ �3y \ , ENTRANCE ON EVERGREEN DRIVE
Q ��Oj�N �/� FFTq,�s O � j GUTTER AND PAVEMENT DATE B -Z� -�� CARDIFF PROPERTIES UNIT
N0. 8
COUNTY APPROVED CHANGES
�• 8 F BENCH MARK - OC -0020
OF 6 FT CYCLONE FENCE. Engineer of work Chocked by
R C1S1® P L A N No. Description Approved by Date I Recommended for A Subdivprowl Approved
PRIVATE STREET ENTRANCE ADD SEE & WATER LATERALS Description: /2" STEEL PIN „
1 +. III *FINI DE iTATI MH e3T.IMPTGE ;•574 Location:
A DAT ision Engine r Ar County Eng ineer
r, /0 BALOUR DR &SANTA FE DR APPROX C/L OF PROLONGATION OF BALWR
SCALE: 1 " =20' A TAKE NOE: T 1 - -74 N P. 4LAJ/ _ 3. 5 - 4
✓ ✓ ✓FFF""""`e**"'���� DR 30 FT S/O SANTA FE DR 2.5 IN E/0 DO
N
e' REVISEu SEWER & WAT RADE. Record From: COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK T =8B
-I -74 y' Approval data
rKC�i1S1Q1y 7L�VISEI 117 RIETURNU�I.P.EST• zf /� Elev: 326.430 Datum: U.S.C. & G.S. I K. BRAMB
R.C. rf zo 0102 173
9loi '!7 A
FILE NO. 981
a;t � "vFILM�D SE TP 12 W
t,11G�Rt5FILMECr
'PERFECT "PROriLE
PLATE A
EUGENE DIETZGEN CO.
a DELTA OR
N w 1 Q = 2 3 4 5 COURSE ITEM RADIUS BEARING LENGTH
zC� - a. w ( `� a w - D 1 24 IN RCP 45.00 19 -02 -06 14.95
- co o.y a D 2 S16-11 -I IE 56.27
°' a a_ 0 3 S 7 -43- IE 200.08
Id W� a = s D 4 S14- 56 -34E 69.23
3 "A. B.M. OR 3 "PCC �_\ I c'u �' ° D 5 S 5-15-55E 17.00
--------------------------- - - - - -- +----------------------
AROUND O.M.P. INLET, w .�. g 24 I N RCP TOTAL 357.53
DIA.=9' _ �- C"T1 to
�- 1' >e
MAINS EXISTING GROUND LINE
z
Ir w 1: I X I ST I NG GAS
I: I �a E ROTE I z w
310 ~ I TOP OF CL EANOUT
7c u, ` 1 APPROXIMATE ROUGH�� a ~APPROXIMATE t'�w EL = 307.00
CAUTMM GRADE LINE FINISHED GRADE
6 MIN. SAND CUSHION OR a.— 1 :,V �L1�
CONCRETE ENCASE EXIST. °d,",, APPROXIMATE LOCATIONS d J
SEWER MAIN AS REQUIRED VERIFY IN FIELD.
- SAND CUSHION
305
EXISTING SEWER U 1 SEE NOTE 6 -
MAIN \ w
ix
NOTE: 'ROUNDED PIPE ENDS o w _ 20 0 ,
PER STD. DWG. D -9 N & Op �� Lu
. 300 q N ti N►'FRT GR 2y 09 � _ m 300
CD ` q �F, ' 10 "AC
ti< T yp � O q( AT
EXISTING UTILITIES IN a 295
WORK AREA - SEE REhDVE EXISTING DEBRIS
0
NOTE 1 $ VC o i DEFLECTOR &CONNECT 24 "" TO EXISTING HEADWALL &
'�' 0 24 "RCP WITH PIPE COLLAR - SEE DETAIL
• ` �' m THIS SHEET.
1350 -D 325.03' _ �+ 4 290
Cu 10 � m i EXISTING 24 "RCP , STRAIGHT HEADWALL
u - =T "' & DEBRIS DEFLECTOR PER DWG.T.M.2889 -2
oN M
� M �) 285 PROFILE OF T0RM DRAIN
2000 -D 27'__—
SCA L E:
HORZ.: 1" =40'
VERT.: I "= 4'
rn NOTES:
I. THE CONTRACTOR SHALL UNCOVER EXIST ING SEWER MAINS AND SEWER
LATERALS, TELEPHONE AND ELECTRIC CONDUITS, WATER MAINS AND
3 "X2 -1/2 "X3/8" ANGLE 1/4" CHECKERED 1/4" - ,� WATER SERVICES, GAS MAINS, CABLE V, FIRE ALARM AND
OTHER
PLATE 1 -9/16" _ -_ ._. - -- EXISTING UTILITIES AT LEAST TWO HUNDRED (200) FEET IN ADVANCE
<_ OF TRENCHING OPERATIONS TO PERMIT GRADE OR ALIGNMENT CHANGES.
2. ASBESTOS CEMENT PIPE (A: C. P:) MAY BE USED IN LIEU Of REINFORCED
C 3/4" SUPPORT
00 N �o
Q CONCRETE PIPE (R. C. P. FOR STORM AIN SYSTEMS. ASBESTOS CBOT
PIPE AS USED FOR STORM DRAIN SYSTEMS SHALL BE JOHNS - MANVILLE
i „ HOLES IN ANGLE I o r <
YPUNCH 7/8 5 TRANSITE STORM DRAIN OR EQUAL AND SHALL HAVE THE FOLLOWING PIPE
- w 3 w
SAND COVER PLATE AT I/4 POINTS TS '� STRENGTHS:
OF CIRCUMFERENCE emu_ f < \k \ S G RCP PIPE STRENGTH EQUIVALENT ACP PIPE STRENGTH
3/8" RIVET, SPOT WELD < ? z o E 1350 -D 2000-D( CLASS 1 1 1)
OR TACK WELD AT 1/8 o N ° I P P
" z - N I ` r \� 0 Z \ 1500 - D 3000 - D (CLASS IV)
2 - 1/2
POINTS OR BETTER C. M. P . ° 3 Z eu o N w \
o w x o a V \\ i VE 3. TOP OF TYPE A -4 CLEANOUT SHALL BE A T F I N I SHED GRADE.
D E T A I L 11 A " - Z ~z ARSE I I � LL w a - F �� \\ Q� \ 4. EXISTING WATER MAINS,SERVICES,
FIFE HYDRANTS,VALVES & APPURTE-
I .D. =3' -0" 4 d $ 0 � w
COURSE O� . ? Lu w LL S
SEE E , \ �� S� ��� NANCES MAY REQUIRE VERTICAL RELOCATION. RELOCATION SHALL BE DONE
N 0 T E S - z " o J vr a f .72' I w cn 8 �n a Q T - BY THE SAN DIEGUITO
IRRIGATION DI T. & PAID FOR BY THE DEVELOPER.
o v 0 a _ ca R E� _ ��E
DETAIL "A1' I. O.M.P.I. TO BE OONSTRUCTED PER STATE OF CALIFORNIA oc - w 6 '� a v z w
p EXIST. TYPE G CLE E
o r _ 3 � w STD. DWG. D -1 1 m w a �e 5. EXISTING GAS MAINS MAY REQUIRE VERTICAL RELOCATION
TO MEET NEW
STANDARD PLAN NO. SO 75 -8 EXCEPT AS MODIFIED TO LEFT. w r `�' 1 +3,5.0 �'�' N o_ _ � - ��i� ���S FINISHED
GRADE RELOCATION SHALL BE DONE BY THE SAN DIEW GAS &
0 2. NUTS AND SUPPORT BARS TO BE HOT DIP GALVANIZED � ` '�►_ ' TYPE A -4 \ _ L = � / ELECTRIC
CO. AND PAID FOR BY THE DEVELOPER.
3/11" 0
m _ F Ve PIPE AT BOX DETAIL CLEANOUT \ate 9 A 6. PROVIDE A 6 "- DIAMETER OPENING IN NLET AT
LOW POINT OF TOUGH
SUPPORT BAR AFTER THREADING.
Lo
3. NUTS AND SUPPORT BARS TO BE MANUFACTURED OF STRUCTURAL ALOHA DRIVE � �a � w> M NO SCALE I =6j i EXIST. 2 ° R
1 5
.
STEEL A. S. T. M. DESIGNATION A -307. . . TYPE F GUIDE MARKER v ° Lu o % 4 i + - --1- EXISTING 24 "RCP &STRUCTURES �t��
���'� 1 G WATH CLASS TO
CONCRETE D NO
E
lon
L�q ai 3 c•; % �' ` PIPE COLLAR 2
4 ROUNDED PIPE ENDS PER STD DWG D 9. 4' BACK OF PAVEMENT +' '�' c�! - PER DWG• T•M' �1�'
PONDING OF WATER SHALL BE ALLOWED ALL WATER SHALL FLOW BY
EDGE @ 20' O.C. (TY P.) �i Q _ a !2 � STD. DWG. D -14 & SE {EET 6 Q GRAVITY INTO TYPE H CURB
INLET.
SECTION C - C REMOVE EXISTING CDNORETE c w N - 03 I CURB l flCET m DETAIL THIS SHEET
DETAIL BOX AND GRATE AND REPLACE 1� _$ , ;1 pR IpIA NAGE EASEMENT Lut STD. DWG. 108-1 a o
WITH MODIFIED TYPE O.M.P. TED ON MAP
MODIFIED 0.M.P.I. INLET INLET Da i 7 GRAN cr v �
NOT TO SCALE " I =65 +59.49 SANTA FE DRIVE oo W o J
1� TYPE H CURB INLET
MODIFIED TYPE �- ;z Lu
STD. DWG. 108-1 w
THIS DETAIL `' ' � 0 51
(PU D3 a �
II a RSE
S87 / ; ---� COURSE
CpURS D� Lu N 0 �`
EXISTING 60' RAW PIPE AT BOX DETAIL PIPE AT BOX DETAIL
-�`- - XIST.SEWER MAIN - NO SCALE
i (SEE SHEET 2) NO SCALE
PIPE AT INLET DETAIL
PRIVATE CONTRACT
NO SCALE -- PIPE COLLAR A u, � � �fp SHEET C �GN EER 4
-
`eu"` SHEETS
O I BILL K BRAMBLE
3 S T O R MI D R A I N
24 "RCP �EX I Sl' . 24 "RCP B - 2 S 7 7
I o 1 I �
PATE
CARDIFF PROPERTIES UNIT N0. 8
5/8" REINF. STEEL DOWEL COUNTY APPROVED CHANGES BENCH MARK - OC -0020 ec emmonded ler A prowl Approved
/
SET WITH PO DEE P - TYPICAL HEADWALL No. D escription Approved MORTAR EXISTING STRAIGHT
O�
(OR EQUAL) 5" DEEP by Date dEi.w`
Description:
I/2 STEEL PIN
�L "' `` y:j REV.SEWER & WATER ELEVS. 3 3� Su►dlvislen Enpin er County Enylneer
D E T A I L ^ _i/ I -10-74 N.P. / Location: 3/0 SALON DRJ SANTA FE DR.APPROX.0 /L OF PROLOMGATION OF
UR
H• w GF DR.30 FT. S/0 SANTA FE DR.2.5 IN E10 COR OF 6 FT. CYCLONE FENCE. Engineer of work Chocksd
by p
PIPE COLLAR CONNECTION Record From: COUNTY OF SAN D I EGD VERTICAL CONTROL EDO J T T
f Avprovol act. 2889 - 8
(PIPE COLLAR JOINED TO EXIST. HEADWALL AS SHOWN) Elev: $29.430 D atum: U.S & G.S. f LL K. BRAN{LE, R.C.
e 102 I / 20 73
NOT TO SCALE r -
t-xtt +�ry FILE NO. 981
1`11�';ii 15 1� I SEP l u' 1117
MIr,ROFILMED MICROMME0