1988-8108 H/U (Plans) a
GENERAL
NOTES :
aC T T Y OF E N C I N I T A S TRACT N O m 4583 WORK TO BE DONE :
1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF I - - -- --_. ._.� _-____ _
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE
PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. --- -- DONE ACCORDING TO THESE PLANS; THE CURRENT
SAN DIEGO
COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECI-
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO ' WATER ATEfC p NOTES SEWER NOTES
COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORA TORY. - - - --- - -- - FICATVISI AND SPECIAL
PROVISIONS FOR IMPROVEMENT S.
1 . WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE OLIVENHAIN "ALL WORK SHALL BE DONE IN ACCORDANCE WITH
THE STANDARD SPECIFICATION FOR SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS.
3. APPROVAL OF THESE CONSTRUCTION OUTSIDE AS HEPROJ PROJECT BOUNDARY.CONSTITUTE MUNICIPAL WATER DISTRICT:. CONTRACTOR SHALL HAVE A -COPY OF THE STANDARD SPECIFICATIONS
PUBLIC WORKS CONSTRUCTION, 1982 EDITION, THE 1982 SAN DIEGO STANDARD
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. ON THE 'JOB SITE AT ALL TIMES. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATION
FOR PUBLIC WORKS
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE
-
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, 2. NO- WORK MAY BEGIN OR PROCEEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR, INSPECTOR'S 1
FOLLOWING SPECIAL PROVISIONS." PREPARATION OF SUBGRADE & A.C. PAVING (SEE TYPICAL SECTION & NOTE 2)
CURB, CROSS GUTTER AND PAVING. SCHEDULING MUST BE 24-48 HOURS IN ADVANCE OF WORK.
1 . TRENCH WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE NOTED. 6" TYPE'�1 GU136 ` C�UTTEPJ G-2
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE IS 4811 BELOW CENTER LINE FINISH GRADE OF STREET. 2. PIPE AND BEDDING CONDITIONS: fi
" TYPE "A"' DIKE G-5 '
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 4. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 FEET FROM A
(A) ALL PIPE SHALL HAVE A 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE CROSS GUTTER G-12
IS REOUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY SIDE LOT LINE. A 3/4" HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR
PIPE.
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. - STREET
NAME SIGNS DS- 13 -
RECORD OR NOT SHOWN ON THESE PLANS (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX
5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS SEWER MAIN S-4
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR
NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENTOF 30
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS. OR BETTER. 4"
SEWER LATERAL 5-13, S-14
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES CONCRETE MANHOLE
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) S-17 ....-�IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING
DURATION r OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK.
A.B.S.
FACILITIES. DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE TO ANY SHUTDOWN. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES
ARE 1% OR POLYVINYL CHLORIDE WATER MAIN - CLASS 200
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING, TEMPORARY
GREATER. 1" WATER SERVICE
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SERVICES, ETC. PRIOR TO SHUTDOWNS. 3. AFTER COMPLETION OF PIPE LAYING,
ALL MAIN LINE SEWER$, SEWER SERVICE
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. * WATER METER
BOX 0-
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 7, LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION
AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER,
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN OF THE STREET RIGHT-OF-WAY WHENEVER POSSIBLE. * CAP ASSEMBLY
DIEGO GAS& EL ECTRIC COMPAN Y. 4, THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD N0. S-17, PRE-CAST .� Bu�V
B. FIRE HYDRANTS, ,AS APPROVED BY THE COGNIZANT FIRE DISTRICT, ARE TO BE INSTALLED AT MANHOLE BASES ARE-ACCEPTABLE FOR USE WITH
8-INCH CLLECTOR SYSTEMS WITH GATE VALVE ASSEMBLY
TELEPHONE: ¢38- 6060 LOCATIONS SPECIFIED BY THE FIRE DISTRICT, CONSTRUCT 4" CONCRETE PAD, 3' SQUARE CENTERED INSPECTOR'S APPROVAL. POURED
IN PLACE; MANHOLES SHALL BE FINISHED
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR ON HYDRANT. COMPLETELY AT TIME OF POUR. * FIRE HYDRANT
8 FIRE HYDRANT SERVICE
TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS
WORK WITH COMPANY REPRESENTATIVES. 9. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL OSHA. A COPY OF EXEMPTION ' 5. THE CONSTRUCTION
OF A 4-INCH SEWER LATERALS PER SDRSD NO. 'S S-13 AND S-14. CONSTRUCTION OF P/O X P/0 FLANGE TEE W/FLANGE VALVE
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE LETTER OR TRENCHING PERMIT, IF REQUIRED,' SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO ''
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. (P/O = PUSH-ON OR MECH. JOINT)
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND CONSTRUCTION. STORM DRAIN 5FE NOTES TH/S SHEET I
APPURTENANCES CONTACT THEPACIFIC TELEPHONE COMPANY.
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER $ORSD N0. S-10, TYPE A. 0-60 -�
TELEPHONE: 1-800422-4133. 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, _ SECTION C-1 TO READ AS FOLLOWS: PEDESTRIAN
RAMP
". . . . . .A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR THAT WHICH WILL PROVIDE A ' 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED
WITH 42-INCH MINIMUM COVER. G- 27
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE LINE "AFTER 24 HOURS HAVE ELAPSED."
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL
BE SHOWN
CURB INLET TYPE "B" 'D-2
BEAR THE COST OF RELOCATIONS, IFNEEDED. 11 . ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E. ; LINE CROSSINGS, LINE ' ON ORIGINAL
PLANS, PRIOR TO ACCEPTANCE OF WORK.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE -UNDERGROUND STORM DRAIN CLEANOUT TYPE "A" p_C
PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED �
INSTALLATIONS'. FOR LOCATION OF CABLES AND APPUTENANCES CONTACT UTILITIES CROSSING OR WITHIN- 10-FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON 9.
ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT
DAN 1E74S 6961EY15 10N TELEPHONE.,43d-7741 IMPROVEMENT PLANS. ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. HEADWALL lYt'E
6 D-32 - -�
11. .POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON 12. VALVE BOXES SHALL BE INTEGRAL CAST IRON LID AND FRAME ASSEMBLY, TYPE GV-8,
AS : 10.` FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. RIP-RAP D-40
THE "AS-BUILT'" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED MANUFACTURED BY SOUTHBAY FOUNDRY OR ALHAMBRA' FOUNDRY ,COMPANY LTD., IDENTIFICATION I
WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED - MARKING FOR LIDS PER DISTRICT DIRECTIVES. 11 . THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S
INSPECTION DEPARTMENT 48 HOURS 000O(KW TYPElx 0-25 �I
TO THE COUNTY OF SAN DIEGO, IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT.
13. INTERNAL FERROUS SURFACES OF ALL VALVES EXPOSED TO WATER SHALL HAVE A CERTIFIED FACTORY '', CA1CN OAC91N TY &f
0-1 �o
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE APPLIED EPDXY COATING NOT LESS' THAN 10 MILS THICK. 12. THE CONTRACTOR SHALL AND
HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
THE AREAS TO BE PAVED. YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR WW BITCH TYPE'0 tQ
7GJ I�
14, UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12" AND SMALLER WITH STATIC PRESSURE OF 200 ' OR REPLACE ANY OR ALL SUCH WORK, TOGETHER
WITH ANY OTHER WORK WHICH MAY BE
13. TWO-SIDED BLUE REFLECTIVE MARKERS SHALL BE INSTALLED AS SHOWN ON PLAN VIEW : PSI OR LESS WILL BE BE AMERICAN-80 CRS KENNEDY KEN-SEAL .OR MUELLER RESILIENT
SEAT GATE ' DISPLACED IN SO GOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR
E R MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT VALVES 96010EN'f 4 DAIV6WAY
G I(o
' EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR
FOR ALL FIRE HYDRANTS. THANE175RPSISWRLLTBEPRATTDOR4DRESSERLBUTTERFLY VALVES OR APPROVED LOLL � MANUAL AIR RELEASE ASSY.
MA R.
OTHER . VALVES SHALL BE DISTRICT APPROVED PLUG VALVES. ALL VALVES SHALL BE IN ACCORDANCE NEGLECT EXCEPTED. `�-
WITH O.M.W.D. SPECIFICATIONS. ''
13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF BLOW-OFF ASSY.
TRANSPORTATION FOR ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS-OF-WAY.
PVC WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW R07AM11AI WALL TYPE
f-4 C-1
P VC DR/� IKIO�pE NOTES
PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 14. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE
fZA I Vf I- I V
16. CONTRACTOR SHALL SUBMIT FOR DISTRICT REVIEW MANUFACTURERIS CATALOG CUTS/SHOP DRAWINGS ` WORK.
1. ALL PIPE UNDER THE TRAVELLED WAY WITH MORE THAN 3-FEET OF COVER, AND ALL ,
OTHER PIPE WITHIN EASEMENTS NOT UNDER THE TRAVELED WAY, SHALL BE ENCASED FOR ALL "ITEMS OF WORK PRIOEI TO INSTALLATION. 15. FOR SEWER LATERAL TABLE,
SEE SHEET 2.
IN ROCK IN ACCORDANCE WITH REGIONAL STANDARD DRAWING S-4, TYPE 'C'. 17, WATER SYSTEM COMPLETION SHALL INCLUDE INSTALLATION OF H&C 437 METER BOX AT ALL CURB'I
2. ALL PIPE UNDER TRAVELED WAY WITH LESS THAN 3-FEET OF COVER SHALL BE STOPS OR DISTRICT APPROVED EQUAL.
ENCASED IN PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH REGIONAL STANDARD
DRAWING S-7. 4 INDICA0 WAM IMnPMM60 96 0WV6NHAW MUNIGIt 4 WA'601716m0f OTAtJDAPID
3. ALL BACKFILL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION EXCEPT THAT - MAWINGO AND/0g OP6GII iCKIONG)•
PORTION WITHIN THE ROADWAY STRUCTURAL SECTION WHICH SHALL BE COMPACTED
TO 95% RELATIVE COMPACTION. ANY LOOSE ALLUVIAL MATERIAL ENCOUNTERED
SHALL BE PRECOMPACTED TO 90% RELATIVE COMPACTION, A DISTANCE OF NOT LESS
THAN 3-FEET OUTSIDE THE TRENCH WALLS.
GENERAL UT IL ITY E'SM'T DECLARATION OF RESPONSIBLE CHARGE V
4. PRIOR TO ANY BACKFILL, THE LINE AND GRADE OF THE PIPE SHALL BE APPROVED t►J _ k DRAINAGE E SM T I HEREBY DECLARE THAT I AM THE
ENGINEER OF WORK FOR THIS PROJECT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE BY THE COUNTY INSPECTOR. - Q C
HANGES TO THESE PLANS.
I THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT'
LAY
-- ( 16 15 ( 4 1 3 12 I ( 9 ± AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND IT
IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
8 THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS
TO THESE PLANS WHICH THE
EY 5 DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS COMPLETION OF THE IMPROVEMENTS.
17 07 BY THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT
SITE 11111Th, ORA/NAG �\ RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBLILITIES FOR PROJECT I FURTHER AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
E SAN _ _ DESIGN. EXISTING COUNTY RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
CON ECTfON � 6 \` I PERMIT AND TO PURSUE. SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COM-
� � T f;O 5 PLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT
Q �
2
ENCirvrT�� \!r1 i tia�T �� G WATER 18 1117 3-�I-�7 OR UNDER"MY CONTROL.
BEAU B,RESSLER 1
E'SM'T 19 20 2I 22 23 25 4 WAY 1 JAMF.h K, R YMON0 DATE
I l h LEGEND CE �j20�1�i
��(• yy.NER: BOOZANOWSK/, 1/VC.
�Q 26 3 -Nc,- UI� W MAIN 6UKKETP WONG ENGINEERS 6335 AlANLY C/,We109me
�Qd II -
�� FOURTH AVENUE ' ADDRESS 6AA1 D/EGD, GA: 92/Z/ (G/9) 535-9180
6XI�it KOgM nfhAl N SAN DIEGO , CA 92103
35 --0 MOP WA ) MAIN %4- rh 4 �
34 3332 31 30 29 27 ! 2 I 0- FgP 6WEP, MAIN tcnl97-299 -5550 _
1 lL ASSESSOR'S PARCEL
r NO OUTLET � �-�
i 2 8 I 91GN ■ MOP FOW 06AIN
N_0f6t f)6 LEGAL DESCRIPTION
II T S REE F00 fI PIE HY06ANf CD
VICINITY MAP -- - ILONE JACK A PORTION OF LOTS 69, 70 AND 71 IN THE COLONY OF OLIVENHAIN IN THE COUNTY OF
Z
- - - - _w_ �iNEE( NUMPIEK SAN DIEGO, STATE Of CALIFORNIA ACCORDING TO A MAP THEREOF NO. 326
NOT TO _ SCALE -- ROAD -
- gcn POGK NUMt3EIZ AS QUILT 0
3
RIDING a HIKING TRAIL E'SM'T I STREET NAME SIGN PRIVATE CONTRACT
A %OP 51GN IIITH STREET 15MET NAME
I D/11NECT/ONTO q_ _ ��M�N(� AS BUILT PERMITS SHEET COUNTY OF SAN DIEGO A
KEY MAP EX/SlfNG G� "ACPti/J�I DEPARTMENT OF PUBLIC WORKS SHEETS LO
_� nf?AINAC,E �I OW N /A
F--
EYT/irlJ /� REZONE PERMIT NO.
-SCALE : 111 2001 ;- ® - - -GATE VALVE Q PLANS FOR THE IMPROVEMENT OF W
i A 7 ZZ-S$ MAJOR USE PERMIT NO. N/A Y Ln
JAC E.# 32093 DATE GRADING PERMIT NO. L- 1022 COUNTY OF SAN DIEGO
TRACT 4583 mN
FIRE PROTECTION DISTRICT s' s9S�tfi SEWER AGENCY WATER AGENCY COUNTY APPROV'EO CHANGES BENCH MARK
ENCINITAS FIRE PROTECTION DISTRICT ('s Ll �' ���Z CARDIFF SANITATION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT No. Description
Approved by Date Q 0)
53 1 NUMBER OFSH7&CH.9NGE.0 1 DESCRIPTION: SAN DIEGO COUNTY BENCH NO. OC-0073 CHISELED Rec mmended'oraPProra:
APPra.V.
NO.
1AA4TER WORKS APPROVAL ® CAL /Z7 87 SQUARE IN TOP OF HEADWALL MARKED WITH STEEL FENCE POST. �( � \
(A) .4,,,r y �
No. 02151;, Approved by: ENGINEERING CORPORATION As'°���T �. A s/stM UBDIV ISION ENGINEER F�
IRE OR OF PUBLIC WORKS
£XP 9-30-a-9 PP Y'
LOCATION: 23FT W. RANCHO SANTA FE & 60 FT S. EL CAMINO s o
��g1r, EgLj APPROVED BY ,�f APPROVED BY. fICt�S Consulting Englneef DEL NORTE CL E�91��,orwo.k: Chwkedby:
L&j
L'1V1� 1 � '� RECORD FROM: COUNTY OF SAIL DIEGO W W
OF GA�d4�Q' ` ATE SD-001-404- R ELEVATION: 119.476 DATUM: U.S.C. & G.S. Approval T. M. _ _
DATE - � DATE: 3� JuNG �n Z R.C,E. 3 � DATE JOB NUMBER 8
VALID FOR 2 YEARS FROM DATE'. _
AMES R. AYMOND Jr. RC E_ 32093 7-$ $-8�] 483 = s
FILE N0. 8108R
PC 1971 S 3267 V
8-21-87
9 I $ G
d.
a SEWER LATERAL TABLE
$AWCUT AND LOT INATRT DROP IELERT TOP DEPTH
IYPEjP f�ETAINING REMOVE EXIST NO. MAIN MAIN LENGTH AT P. L . CURB P. L . STATION
AC PIKE
�!�{. CJTR WUL FEi C`I p 1 91 . 99 0. 50 28 98.05 119 . 00 20. 95 0+86.70
°aD TN=►80.0 Q Yw &0 2 97 . 41 0. 50 28 98. 50 117 . 52 19. 02 1+72.70
MelffS 4z 5F/412 3 97 . 93 0. 50 28 99. 00 116 .66 17 . 66 2+38.71
/////-f7/ 111111114111117= h �, 0,
�0 4 98 .62 0. 50 28 99 .70 115. 84 16 . 14 3+24 . 81
nl 5 100.44 0. 50 26 108 . 50 113 . 64 5. 14 0+48. 92
TYPE F'CATCN 5451H + 211AC5IDEWALK 6 100. 84 0. 50 59 102. 55 109 . 6e 7 . 13 1+24 . 00 Q
_ A IQ 20 i VM10 7 100. 92 0. 50 44 102.30 108 . 60 6 .30 1+40. 00
NRi�WG D 7 /2" Cr/L C STEEL 51 8 100. 96 0. 50 34 102. 20 108 .36 6 . 16 1+47 . 00
T�1 INV° ICOro 00 P/PE¢`F/TT/NCi$ r� N ��I A'G' 9 100. 88 0.50 48 102.40 109. 68 7 .
28 1+29. 00
1 5CHED 40
� -� .` �PAV� ME�JT , io 108. 52 0. 50 28 112. 10 117 .32 5. 22 6+38. 00
0 'T�V �, UI=NI=Un=❑ ' J!- _, �
11 116 . 80 0. 50 28 118. 00 123 . 19 5 . 19 7+55. 00
--�-- + ' -- 0 1 12 120. 99 0. SO 28 122. 10 127. 33 5 . 23 8+32. 29
4 *-- H + _ O' Tl'I'E'A „ _ III=1U= - 13 125. 87 0. 50 28 128 . 20 133 .35 5.
15 9+22.73
�EKI5TING P,C 'c" DIKE AC OVERLAY AS I 14 131 . 19 0. 50 28 133 . 60 138. 83 5.
23 10+13 . 07
SVJALE TO REMAIN
I R�QVIREhFOR rJMOOT�{ 15 136 . 81 0. 50 28 139 . 10 144 . 27 5. 17 11+03 . 14
STRUCTIlRAlSECTiON TRANSITION 17 139 .67 0. 50 53 143 . 50 148 . 69 5. 19 11+49 .
00
PER GENERAL NOT02 18 139 . 42 0. 50 53 143 . 20
19 137 . 96 0. 50 32 145. 10 145. 32 0. 22 ` 11+21 . 60
PLAN �oP=I>�o.o SECTION RANCHO SANTA FE DR. (SF 1412) 20 133 . 69 D. 50 28 136 . 10
141 . 25 5. 15 10+53 .16
- N0110 OiM STA. 0+51.13 TO STA. 3+45 AND STA• G -1-40 TO STA. 10+00 21 128 . 25 0. 50 28 13 0 . 7
0 135.98 5. 28 9+66 . 07
22 123. 35 0. 50 28 125 . 40 130. 53 5. 13 8+76 . 08
PLAN 1"A G. / NAT1V� 23 118 .44 0. 50 28 119 . 90 125 . 03 5. 13 7+85 .39
EXi5T, SWALE 24 113 . 23 0. 50 28 115. 00 120. 17 5 . 17 7+02.42
MC1DlFYDPFNINC� 6EY'ONO 25 101 .44 0. 50 28 109 . 70 114 . 88 5. 18 5+41 . 25
D MC XI6T,T 26 99 .12 0. 50 28 110. 10 115. 21 5 . 11 3+87 .68
e)WAL.E BEYOND \/ f�=178,0 27 97 . 73 0. 50 28 111 . 70 116 . 95 5. 25 2+13 .84
REMDI�E PORT. OF EY/ST 28 96 . 96 0. 50 30 113 . 90 1 19 . 08 5. 18 0+81 .42
29 t 124 . 24 0. SO 30 126 . 10 131 . 24 5. 14 5+63 . 07
12'1 6TEEL14'11cLc 30 130. 05 0. 50 30 132. 50 137 . 64 5. 14 i 6+57 . 10
260& ¢'-0" 4'- 0" ,b 70, 31 136 . 23 0. 50 30 140. 60 145 . 82 5. 22 7+47 . 11
TYP. tt� 32 145. 24 0. 50 30 149 . 40 154 . 56 5. 16 8+39. 11
/2" 90°EL 601,/ !�(� ��' 33 154 . 34 0. 50 30 158 . 20 163 .39 S. i9 9+32. 12
SECTION "M/N. <TY�°� 8' 20' S' S"I 34 164 .7 0. 50 44 166 . 0 17 . 84 5. 24
10+38 . 13
35 165. 77 7 0..50 58 169 . 550 1744 . 63 5. 13 10+49. 00
�+ �+ CLR FIRE
CATCH BASIN DETAIL A nXIN + 7 HYDRANT
NOT TO 5 ALA 2 --- _ PER GENERAL
NOTE 2
2"M.A. -
C./I/ C. 9 12 64.
' (P TYPE 'A' PIKE
`-
C./"/.L.C. 57EEL P/PE Z"B.O. ' > ..,
SECTION „�YV� '
fo G G
� GUTfGtz
12 PIPELINE REPLACEMENT 4°�cc �ID�wA�K
I
DETAIL SECTIONN II TH STREET
N01- TO 5CALE Z NOT TOogbPi
3" A.G./4"G.I. f�. �7A�iG/la"h1ATIVE rJU�iG11`�At7�
CO0 1 +
Z AL SIr wAL K 20 Vm10
EAIST DIKE- I�!( A.G• C � �2
Car
\ PAVE MENf
IIl.nrulSin�lu=
' S' S' I�' Ico'
----.1_ SAwcuT �` ��.�iovc� 6' S' IPA ® Ig 5 � y ,
1 I=XI5T PAVEMENT
STRUCTURAI SECTION STRUCTURAL SECTION 7' FIRE , STRUCTURAL SECTION 7' FIRE
PER GENERAL NCf ION PER GENERAL HYDRANT PER GENERAL � HYDRANT
# ,
NOTE $ 2 , NOTE Z
SECTION RANCHO SANTA FE DR. (SF 1412)
NOT TO �iCA1, hTl� . 3 + 45 To hTA • 5 t coo
911 A.G./ NATIVE Co° 4YPE'G'GURt3 6"fYP� 'G'CUKB G"Tft'6'G'GU�7� i " fYPE 'G'GURr3
a GurrGK Gurr�rZ E GUTTER GUrrER
- - ' 4„PCC OID6MK 4"PC.C.�iIDGWALK 4' P,GC �iII�EWA�K 4°PCC �iIDEWAI K�
(00
SP,4,2 SECTION MARISA LANE SECTION ^° BEAU DRESSLER WAY
)0 W
it t f N01 (0 (9A�NO (0 0GA�E
Co T` m A DI KE - 31I A.G./¢"GI: �A�E/(p'�fJATIVE GU 'I�AI ?711A-6-14"C.I.�Mt/Cn° NATIVE (9061 iAPG
A.
MEC.
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AS BUILT
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EXIST FAvEMEhIT
NO nnN93 P PERMITS SHAET COUNTY OF SAN DIEGO A 9 `
Up.12-31-89 2 DEPARTMENT OF PUBLIC WORKS SHEETS
REZONE PERMIT NO. NIA
SECTION � RANCHO SANTA FE DR. (SF 1412) �T C1V1 �Fo� PLANS FOR THE IMPROVEMENT OF
F OF CPL MAJOR USE PERMIT NO. N�A
NOT 10 0704 STP.. 5 t C'XD TD � G 'I"-�0 TENTATIVE MAP NO. TM - 4583 COUNTY OF SAN DIEGO
TRACT 4583
.,
COUNTY APPROVED CHANGES BENCH MARK
Description Approved by Date
NUMBER OFSNTSCH/�/✓Gf0 DESCRIPTION: SAN DIEGO COUNTY BENCH NO. OC-0073 CHISELEff- a.eeo.wn•e•N: APPO•.d s.td.eowM
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A C 8 7 87 SQUARE IN TOP OF HEADWALL MARKED WITH STEEL FENCE POSTa C
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LOCATION:. 23FT W. RANCHO SANTA FE & 60 FT Se EL CAMINO - SUBDIVrS10NENGINEER FOR �DIR TOR OP PUBLIC
WORKS
DEL NORTE CL tr*r,eer of work: Cbeoked by: T.T y�j Z
RECORD FROM: COUNTY OF SAN DIEGO M. W bu
„ ELEVATION: 119.476 DATUM: U.S.C. & G.S. Approval date: 583 t9O
S R. R YMOND Jr. R.C.E. 32093 .7-2 .2-1517 = Z
W
FILE N0. '8108R
PC 1971 S3267V
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ftAY �� 9�'c SHEET COUNTY OF SAN DIEGO ' A 9 F- LO
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P aQ * , DELTA RADIUS ARC lN�� / Qi/ c 0)
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J�f BEARING DISTANCE DELTA RADIUS ARC ;TOTES
v' BEARING DISTANCE STA. O+OO TO STA. 9+H8.54
�0 1 573°ZBZ9"E /54.0/ 30 PVC COUNTY APPROVED CHANGES BENCH MARK SAN DIEGO COUNTY TRACT 4583 4+ 0)
2 S38°0149 E 1¢796' 30'OWC ? N38°0/'49"{Q/ 2Se?/9' A.C. BERM No. Description A r
DProved by Date
Oc� C O N 3°4Z 53"E 61.98' 30'P/C Q=S3°06'00" 380' 352:/7' <� i A CONST.�UCT10NCfi9NGE DESCRIPTION: SAN DIEGO COUNTY
BENCH NO. OC-0073 CHISELED j R«°mm«d.dt°.epP.ov;c Apyrov M. BOWMAN =�!
�` ON ° '' 45iPCP �� �� /YdMBE:POFS//T'SC/S97YGED 6- 8 7 87 - SQUARE IN TOP OF HEADWALL MARKED WITH STEEL FENCE
POST.
S 4 S38 0/49 E Zr989' 3 N/5 04 // E 3/4.5/ LOCATION: 231-T W. RANCHO SANTA FE & 60 FT S. EL CAMINO UB5
DIVISION ENGINEER FoR o ECTOR OF PUBLIC WORKS
��Q 5 CL/l/iYGEO P/PEAL/6NMENT o
;r�=14°4224 3gc700' 9714 45RCP 4 = 9/°/6'49" 30' 47.79' Co° PCCCU,PB o 2/ $7 DEL NORTE CL Ewa «,otwork: Ch.�kwb
y: �++ _
{/ 6 �A%/5°04 //"E. '`�. 264.7`-0' " AS .BUILT (LWa) 3Fa1�tn RECORD FROM: COUNTY OF SAN DIEGO. - �++
W
24 PWC 5 ELEVATION• 119.476 . DATUM: U.S.C. & G.S.
01 7 6 MES R. Jr. R.CF. 32093 •A$-B7 4583
FILE NO. 8108R
PC 1971 S 3267 V
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STA. /011594 9 C,rQ9N/'ED TO JHE GGY/NlY '✓`.9NQ/EGO BY �,
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96.55 SHEET COUNTY OF SAN DIEGO '- Lo
. . 8-20.•-� BArJK 1980 A` O.,R. VOrACCEPTED c oL2E ANGLE PO/NT I- In
BEARING -- DISTANCE c> BEARING -- DISTANCE ° EX C2-3ild
4 DEPARTMENT OF PUBLIC WORKS ` SHEETS W L
Q=03 /6 58 EXP. 12"31-Btl
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PLANS FOR THE IMPROVEMENT OF Y O
WATER MAIN CENTER LINE DATA - SEWER MAIN CENTER LINE DATA 1 �=/S/.°39'/7" 38.00; /00.58' 1 173°3`1`00"{3' �`L60 31o',2CP COU/°L/NG
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3 173 3747 W 635/4 3 N73 3747 `Y 170.15 24'1'! STA. Q+00 TO STA. 10+97.48 ml
BEARING -- DISTANCE BEARING -- DISTANCE 4 . Al 3°39'00"W 53:21° 4 N73°.3747"K/ 270.00' 24"P!/C COUNTY APPROVED CHANGES
BENCH MARK W O
N f p ° ° SAN DIEGO COUNTY TRACT 4583
/V moo7:57 /'V 46.17 1 1V7-3"-3 900 W ?86./3 5 �°90000,) 30.00 47-12 ) N73 3747 W 199.00 24"P11e No: Des[npuon Approved
by Date �
2 N °3 '00" /0.00' 2 4173°39'60"W /O/.Z/' 6 173°3900"W /82.00 6 A=23%8'59" 1.50.w' 60/.04' 2 "P!/C CONSTRUCT/ONCNANGE
e DESCRIPTION: SAN DIEGO COUNTY BENCH NO. OC-0073 CHISELED RecommKidid'for ippr°Ie APP °•w M. 6own = CD
73° 9, `Y a M r ° ' , ° 4u ® NUMBEPOFSf/T'SCH4/�GED 117 $ 27 SQUARE IN TOP OF HEADWALL MARKED WITH STEEL
FENCE POST. ZI/�/1-_ �°-
a 1733900 N 91.2! 3 . 17...3 3747 W 347.66 7 S7(o .9922 47. 6¢ 0 173 3900 /N 250.0/ 24 PliC . / �9
LOCATION: 23FT W RANCHO SANTA FE & 60 FT S. EL CAMINO Su`� BDIVISION ENGINEER FOR DI CTOR-0F PUBU 'WORKS O
4 173°3747"`Y 683.^A 4 N73°3747"N 334.48' O Q=/OZ°18'52" 36.50' 65:26 ' B S6/°Zl'00"6Y 75.00' 18 "PI�C 9s BU
"�^" � DEL NORTE CL f ,r°...of work: Cbe�ked by: W =
5 5 9 9 A177°53'00"W 47.25' 3G"RCP RECORD FROM: COUNTY OF SAN DIEGO gym( T o
- � ELEVATION: 119.476 DATUM: U.S.C. & GoSe Approval d„e: LAj
UrEYMOND Jr. R.C.E. 32093 �.Z - �1 4583 = z
- • FILE 410.
8108R
PC 1971 S3267 V
8-21-87
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4583 C.0 i
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FILE NO. 8108R
PC 1971 S3267V
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` F�L SAN DIEGO COUNTY TRACT 4 83 � rn
1 /I/I �56"E 96.28' 30'PYC No. Description Approved by Date @ r
- a , „•_ Recommended for epprowl: AoProred .M. BDWMAN
PREOISIdN L=2/°O/'O/" /50.60' 55.02' 30'i° C A CN%NGEO 51-1 N11AO'l f DESCRIPTION: SAN DIEGO COUNTY BENCH NO. OC-0073
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AUG 10 1 $7 � 3 L=20314/" /50.00' 53.74' 30'PYC / LOCATION. 23FT W. RANCHO SANTA FE & 50 FT S.
EL CAMINO RolvislON ENGINEER FO oI EcroR OF PUBLIC WORKS ac
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AS BU/LT ikhY RECORD FROM: COUNTY OF SAN DIEGO
:. , :{ t +a . c:- 0 ELEVATION: 119.476 DATUM: U.S.C. & G.S. Approval deb:
�RAYMOND,Jr. R.C.E. 32093
t f
60v FILE N0. 8108R
All 000M _ _ _ - PC1971 S3267V
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LO
COUNTY OF SAN DIEGO
® 9
DEPARTMENT OF TRANSPORTATION SHEETS W
�: � •' PLANS FOR THE IMPROVEMENT
DRAINLINE DATA
DRAINLI NE 'A' C
STA 1 + 60 TO STA. 8+ 81 .50 m�
DELTA RADIUS AP,C NOTES
c COUNTY APPROVED CHANGES BENCH MARK SAN DIEGO COUNTY TRACT 4583
SEARING -- DISTANCE M
No. Description Approved by Date
n' 20/: / it G Cf/9N6ED Sf/T. /dUMBEP DESCRIPTION: SAN DIEGO COUNTY BENCH NO. 'OC-0073 CHISELED Recommended for approvx
: approve M.BOWM N Z
S 73 2B 29 E (0 3 D PV ® rSQUARE IN TOP OF HEADWALL MARKED WITH STEEL FENCE POST.
:. -0 NUMBER OFS1-/T'S. S 1 (,�J v�
2 S73°- K 262.03' 30" PVG / / LOCATION: 23FT W. RANCHO SANTA FE & 60 FT S. EL CAMINO uR5 GIVISIGNENGINEER
FO DIR CTOIt oPPU9LIC WORKS
- -
?$ 29 E o
CHAN6E0 P/PE 9L/GNi"/ENl
ti!. - n /D/z/ DEL NORTE CL -
"r ° u v \. 3(� PYG 87 YMES ineer of work Checked by: W NIM
3 573 2$ 29 E /5¢•0/ ,9S BU/LT +y RECORD FROM: COUNTY OF SAN DIEGO W W
. 4 538°0/'49" /47. 37:1 30" PVG ELEVATION: 119.476 DATUM: U.S.C. & G.S. z Z
Approval date o
Q=I¢� `06u /`.70.00' 38.8¢ 30"PUC i _. P.. RAYMOND Jr. R.C.E. 32093
Z 2
FILE NO. 8108 R
PC 1971 S3267 V
10-5-87 I