1871 GENERAL NOTES: ; CITY OF ENCINITAS TRACT NO. 4583e=1 WORK TO BE DONE:
1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF
PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. IMPROVEMENTS CONSIST THE FOLLOWING WORK TO BE
rr DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO W ATER NOIgS SEWER NOTES COUNTY DEPARTMENT
OF PUBLIC WORKS STANDARD SPECI-
COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORA TORY. FICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF
THE OLIVENHAIN "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STMOARD SPECIFICATION FOR SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS.
APPROVAL OFANY CONSTRUCTIONOUTSIDE THE PROJECT BOUNDA R Y. MUNICIPAL WATER DISTRICT, CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS
PUBLIC WORKS CONSTRUCTION, 1982 EDITION, THE 1262 SAN DIEGO STANDARD
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
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. 6" TYPE ' 6' C11P/6 ° �UTIN�J') G_p
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 1. TRENCH WIDTH SHALL BE PER SORSO NO. S -4 UNLESS OTHERWISE
NOTED.
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOW ON THE WATER WIN PROFILE, TOP OF PIPE
PROFILE " " t"
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
IS 48" BELOW CENTER LINE FINISH GRAM OF STREET. 2. PIPE AND BEDDING CONDITIONS: 6 TYPE A DIKE G
-5
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 ROC( BENEATH THE CROSS GUTTER G_12
IS REQUIRED 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 CURD 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
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 5. MANUAL AIR RELEASE SMALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS
AT ALL LOW POINTS INCHES MINIMNI ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE SEWER MAIN S -4
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO IN THE WATER WIN PROFILE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL
AIR RELEASE OR NATIVE FREE -ORAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 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 S -13, S -14 -�
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES
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.Y.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) CONCRETE MANHOLE S -17 ^ --0-
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL
BY THE SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROC(. 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 OIEAIER, * 1" WATER SERV ICE 8tl�C -�
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SERVICES, ETC. PRIOR TO SHUTDOWNS. 3. AFTER COMPLETION OF PIPE
LAYING, ALL W11N LIME SEWERS, SEWER SERVICE
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. LATERALS AND STRUCTURES $NALL BE TESTED IN TINE PRESENCE OF THE MINIM. WATER
METER BOX
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 OTHENIISE DIRECTED BY THE MGIMIM.
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL is ASSEMBLY
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN OF THE STREET RIGHT -OF -MAY WHENEVER POSSIBLE.
DIEGO GAS& E 4. TIRE CONSTRUCT ION OF I.C.C. SEWER MMNMBLE PER OW IMO. $-17, IRE -CAST
ELECTRIC COMPANY. AN
TELEPHONE: LECTRI C 8. FIRE HYDRANTS, AS APPROVED BY THE COGNIZANT FIRE DISTRICT, ARE TO BE INSTALLED AT MANHOLE BASES
ARE-ACCEPTABLE FOR USE WITH 8-11CH C.LECTOR SYSTBD WITH GATE VALVE ASSEMBLY
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. COWLETELY AT TIME OF POUR. FIRE
HYDRANT & FIRE HYDRANT SERVICE
TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS
WORK WITH COMPANY REPRESENTATIVES. 9. CONTRACTOR SHALL REVIEW ALL PROPOSED TROWN NOW 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/0 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 140T DISCHARGE DIRECTLY INTO MANHOLE. (P /O = PUSH -ON OR MECH. JOINT)
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND CONSTRUCTION.
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, TYPE A.
STORM DRAIN (S�e N07�S THIS SNCET) D-60 -p
TELEPHONE: 1- 800422 -4133. 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ AS FOLLOWS:
9 /T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE
....... A CHLORINE CONCENTRATION Of NOPIMI04ATELY 50 PPM OR THAT WHICH WILL PROVIDE A 7. ALL MAINS AND LATERALS SWILL BE CONSTRUCTED
WITH 42 -INCH MINIMUM COYER. PEDESTRIAN RAMP G -27
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE LINE AFTER 24 HOURS HAVE ELAPSED.
CURB INLET TYPE "B"
S. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN 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 WON(. r �
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL EXISTING
OR PROPOSED STORM DRAIN CLEANOUT TYPE " A" D_9
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 AMMWVED BY THE DISTRICT
DA/V /EL'S C,48LE{l /S /ON TELEPHONE. 438-7741 IMPROVEMENT PLANS. ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE.
HEADWALL T1PE 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 9D'S PRIOR TO PIPE INSTALLATION. RIP-RAP D -40
THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCESSHALL BE LOCATED MANUFACTURED BY SOUTHBAY FOUNDRY OR ALWMbRA FOUNDRY GOPANY LTD., IDENTIFICATION
WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED MARKING FOR LIDS PER DISTRICT DIRECTIVES. 11. THE CONTRACTOR SWILL NOTIFY
THE DISTRICT'S INVECTION DEPARTMENT 48 HOURS 600OUf�Ef fft A 0- ?5 �I
TO THE COUNTY OF SAN DIEGO. IN ADVANCE OF BEGINNING W PIK TO ARRANGE FOR INSPECTION OF PROJECT.
13. INTERNAL FERROUS SURFACES OF ALL VALVES EXPOSED TO WATER SHALL HAVE A CERTIFIED FACTORY CATCH WIN •f r&'r'
0 -7
1 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 WOW( FOR A PERIOD OF ONE
THE AREAS TO BE PAVED. YEAR AFTER THE DATE OF ACCEPTANCE OF THE WON( BY THE DOER AND SHALL REPAIR ggOw OlfCH fYFE't3
d 75
14. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12" AND SMALLER WITH STATIC PRESSURE OF 200 OR RPLLACE ANY OR ALL SUCH LION(,
TOGETHER WIN ANY OTHER WOW M ICH MAY BE
13. TWO -SIDED BLUE REFLECTIVE MARKERS SHALL BE INSTALLED AS SHOWN ON PLAN VIEW PSI OR LESS WILL BE AMERICAN -80 CRS, KENNEDY KEN -SEAL, OR MUELLER
RESILIENT SEAT GATE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR
FOR ALL FIRE HYDRANTS. VALVES OR DISTRICT APPROVED EQUAL. ALL VALVES 14" AND LARGER WITH STATIC PRESSURES LESS MATERIALS WITHIN THE
ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT WI06N•flAl, OR IVt W AY G -Ica
THAN 175 PSI WILL BE PRATT OR DRESSER BUTTERFLY VALVES OR DISTRICT APPROVED EQUAL. ALL EXPENSE WHATSOEVER TO THE OWNER, ORDINARY
WEAR AND TEAR, UNUSUAL ABUSE OR MA R
OTHER VALVES SHALL BE DISTRICT APPROVED PLUG VALVES. ALL VALVES SHALL BE IN ACCORDANCE NEGLECT EXCEPTED. jIE MANUAL
AIR RELEASE ASSY. --a-
WITH O.M.W.D. SPECIFICATIONS. * BLOW- OFFASSY. B.O.
13. CONTRACTOR SHALL STAIN A PERMIT I" THE COUNTY DEPARTMENT OF -�-
15. WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW TRANSPORTATION FOR ANY EXCAVATION
WITHIN EXISTING COUNTY RIGHTS-OF-WAY.
PVC DRAINPIPE NOTES PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 14. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
ACCEPTANCE OF THE QETA/A//U!s {YALE T7PE 1-� C-1
1. ALL PIPE UNDER THE TRAVELLED WAY WITH MORE THAN 3-FEET OF COVER, AND ALL 16. CONTRACTOR SHALL SUIBNIT JOR DISTRICT REVIEW, MAIUFACTUREReS
CATALOG CUTS /SHOP DRAWINGS MONK.
OTHER PIPE WITHIN EASEMENTS NOT UNDER THE TRAVELED WAY, SHALL BE ENCASED FOR ALL ITEMS OF WOW( PRIOR TO INSTALLATION. 15. FOR SEINER 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
2. ALL PIPE UNDER TRAVELED MAY WITH LESS THAN 3-FEET OF COVER SHALL BE STOPS OR DISTRICT APPROVED EQUAL.
ENCASED IN PORTLAND CEMENT CONCRETE IN ACOOIDANCE WITH REGIONAL STANDARD
DRAWING S -7.
3. ALL BACKFILL SHALL BE COMPACTED TO 905 RELATIVE COMPACTION EXCEPT THAT
INDICKU9 WAf66 IMMOVEMbNfOI 96 O�IVENMN MUNICIFAI. INKOF 1910MICf i f%DAPAO
PORTION WITHIN THE ROADWAY STRUCTURAL SECTION WHICH SWILL BE COMPACTED j 06AWINY� ANO/OPI 9MCifiWIONh
TO 952 RELATIVE OOIPAC:TIOK ANY LOOSE ALLUVIAL MATERIAL ENCOUNTERED
SHALL BE PRECOMPACTED TO 909 RELATIVE COMPACTION, A DISTANCE OF NOT LESS
THAN 3-FEET OUTSIDE THE TRENCH WALLS. GENERAL UTILITY E'SM'T DECLARATION 0i RESPONSIBLE CHARGE
4. PRIOR TO ANY BACKFILL, THE LINE AND GRADE OF THE PIPE SWILL BE APPROVED W _ _ w DRAINAGE
BY THE COUNTY INSPECTOR. E'SM'T I HEREBY DECLARE THAT I AN THE ENGINEER Of YORK FOR THIS PROJECT, IT IS
ACNEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
1 6 I5 14 13 IZ II 9 8 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
THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ENGINEER MAKE SUCH CHANCES, ALTERATIONS OR ADDITIONS TO
THESE PLANS WHICH THE
EXlST.'B'Ak(I1 DIRECTOR OF PUBLIC WORKS KTEFMNES ARE NECESSARY AND DESIRABLE FOR THE PROPER
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS COMPLETION OF THE IMPROVEMERI'S.
I DRA /NAG 17 0 '� 7 �\ BY THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT
SIT EI IIIlh,,. �� E,SA17 RELIEVE ME, AS ENGINEER OF WORK. OF MY RESPONSIBLILITIES FOR PROJECT I FURTHER AGREE
TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESPI PLANS WITHIN
DESIGN. EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
/ CaV4FaxW G \ PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COM-
Q PLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT ATER EA'C;,v
r '\ �� w E'SM7 8 19 20 2 25 5 4 BEAU ESSLER � - $7 OR UNDER MY cGNTiROL.
JkMo K. K YMON DARE
I 21 22 23 LEGEND CE � 20q'�i
E><I�if wb+cfEP,MAIN !3Y• ER: a00CJPANOI $&1, INC. DIUP�KETT 4 WONG ENGINEERS y
6JM AIAAWY A~ AWOW
I 3 E0 W MAIN 34.34. FOURTH AVENUE ADDRESS 4AA/ DIZOO, CA. !Z /Z/ (6/!)333
EI(WA MAI N
_ _ SAN DIEGO , CA 92[03
35 I *- -h FFW.. ASSESSOR (aw)- '�49 -
34 33 32 31 30 29 27 2 o ?fo -1 4 - ,
S PARCEL �' � '
I NO OUTLET MOFOIfpAM 06AIN
r 1 11 T s EE 28 I ��'"� PPi0Y OFA1N.011& i 6 LEGAL DESCRIPTION
VICINITY M A P - _ - PP►OF FIPW HYbKANf A PORTION OF LOTS 69, 70 AND 71 IN THE COLONY OF OLIVENHAIN IN THE COUNTY
OF Z
NOT TO SCALE - - -- SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO A MAP THEREOF NO. 326
( IVICK NumftK AS BUILT
RIDING 8 HIKING TRA /L E�'SM'T � N I STREET NAME 5144N PRIVATE CONTRAC 3 j
IIITH STREET 6VEET NAME
TO QS
AS BUILT PERMITS SM ET
- ,ON �_,_ ��M�NT� _ COUNTY OF SAN DIEGO A9S ,1N0. KEY MAP �s✓w `� _
DEPARTMENT OF PUBLIC WORKS ~
Nl. a ® LOW
/d REZONE PERMIT NO
Asi'T. . N/A
SCALE: I. u 200 t GATE VALVE �
W
PLANS FOR THE IMPROVEMENT OF
r 7 7 - 71 - W MAJOR USE PERMIT NO. N/A Y 10
C E.iA32093 DATE GRADING PERMIT NO. L -1022 COUNTY TRACT AN DIEGO N
U
FIRE PROTECTION DISTRICT oa4`ESS SEWER AGENCY WATER AGENCY CONTY ARRROVED CHANGES BENCH MARK
ENCINITAS FIRE PROTECTION DISTRICT / ` Mt'uN( Nye CARDIFF SANITATION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT No. Description
Approved by Date
2L 53� 1 W4TER WORKS APPR0I�AL ®NUMBE,P Ofy/T.5C.S4vM,ED � rt1 DESCRIPTION: SAN DIEGO COUNTY BENCH N0. OC -0078 CHISELED
,w+wwr: Apy.ur .M. wwlwN
R0. C21515
FxP X30 89 A Sp1AlE IN TOP OF HEADWALL MARKED WITH STEEL FENCE POST.
', / A pproved by:BOYLE ENGINEERING CORPORATION �9S BU�fT �C� s1�1M LOCATION: 23Fi W. RANCHO SANTA FE S 60 FT
S. EL CAMINO 77� VI' soNENGINEEII F OII Oi /USLIC WORKt y
t)t. 'LMAc pry APPROVED BY : �WiMl/CJ � APPROVED BY. nCt ConsuMing Engin DEL MDRTE CL z
r•1 Vii• ��� / lMtrMM e/wwY: CASk,d b
W
F p0 tfoP, L- SD - 001 - 404 - RECORD FROM: COUNTY OF SAN DIEGO T. M.
CAS ELEVATION: 119.476 DATUM: U.S.C. II C.S.
VALID FOR P YEARS FROM DATE. 4543 DATE DATE: 3C> c 1� 87 RC. E.
DN1TE JOB IMMAIMEM! [. 3 @093 7_,dar: 7
W
FILE NO. 8108 R
PC1971 S326TV
8 -21 -s7
8 /od
i
I
i
U
SEWER. LATERAL TABLE
5AWCUT AND INVERT DROP INVERT TOP DEPTH
p REMOVE. EXIST. LOT AT TO ELEV OF AT
AC DIKE NO. MAIN MAIN LENGTH AT P. L. CURB P. L. STATION
P't 1 RETAINING �
If" 5TFIX W" P" C-
7*=w.O 1 91.98 O. SO 26 96.05 119.00 20.95 0 +86.70
ADO 2 97.41 0.50 28 98.50 117.52 19.02 1 +72.70
Melf,5 \ ct 6F/412 3 97.93 0.50 28 99.00 116.66 17.66 2 +38.71
1 W 4 98.62 0.50 28 99.70 115.84 16.14 3 +24.81
i N 5 100.44 0.50 26 108.50 113.64 5.14 0 +48.92
Nft F CJ►1CJd (71N V * 2"AC 5(DEWALK 6 100.84 0. 50 59 102. 55 109.68 7.13 1 +24.00
�OWC' D-7 /2 "C/%L EC STEEL 10 /IO VAAIEO 7 100.92 0.50 44 102.30 108.60 6.30 1 +40.00
` ICO(0,�0 P /PE F /TT /N;g r� �e 5' S' (Alor A.C. 8 100.96 0. 50 34 102. 20 108.36
6.16 1 +47.00
5cl-lE
vG M6NT 9 100.88 0.50 48 102.40 109.68 7.28 1 +29.00
10 108.52 0.50 28 112.10 117.32 5.22 6 +38.00
11 116.80 0.50 28 118.00 123.19 5.19 7 +55.00
12 120.99 0.50 28 122.10 127.33 5.23 8 +32.29
�
� 6 _- __ + - i 13 125.87 0.50 28 128.20 133.35 5.15 9 +22.73
DIKE AC OVERLAY A5 14 131.19 0.50 28 133.60 138.83 S.23 10 +13.07
REQUIRED FOR SMOOTH 15 136.81 0.50 28 139.10 144.27 5.17 11 +03.14
1' STRUCTURAL 5E710N MWIT ION 16 139.23 0. 50 51 142.10 147.30 5.20 11+4 2.00
17 139.67 0. so 53 143.50 148.69 5.19 11+49.00
PER GENERAL NOTE* 18 139.42 0.50 53 143.20 148.35 5.15, 11 +45.00
4 19 137.96 0.50 32 145.10 14 5.3 2 0.22 11 +21.60
SECTION RANCHO SANTA FE DR. (SF 1412) 20 133.69 0.50 28 136.10 141.25 5.15 10
+53.16
rr.r�'fOP�1�,0 21 128.25 0.50 28 130.70 135.98 5.28 9 +66.07
N04 fO iiCkt STA. 0 +5/./3 TO 57A.3 +45 AND 5TA. a X40 TO STA. 10 +00 22 123 .3 5 0.50 28 125.40
130.53 5.13 8 +76.08
\ wm SwokLe PLAN 1 " G. IWATIVl 23 118.44 0.50 28 119.90 125.03 5.13 7 +85.39
MODIFYOPEWING �Yq.f 24 113.23 0.50 28 115.00 120.17 5.17 7 +02.42
TD 25 101.44 0.50 28 109.70 114.88 5.18 5 +41.25
SWALE
MA?G{ EX16T, �� 175 0 26 99.12 0.50 28 110.10 115. 2.1 5.11 3 +87.68
b1•YON� a 27 97.73 0.50 28 111.70 116.95 5.25 2 +13.84
REM01 PORT. oc E,Y /,5r 28 96.96 0.50 30 113.90 119.08 5.18 0+81.42
12" STEEL P /PE 29 124.24 0.50 30 126.10 131.24 5.14 5 +63.07
2 4' - 4' - 30 130.05 0.50 30 132.50 137.64 5.14 6 +57.10
31 136.23 0.50 30 140.60 145.82 5.22 17 +47.11
TYP 70 32 145.24 0.50 30 149.40 154.56 5.16 8 +39.11
SECTION z ''9!9 'ELBOW 42 ` ��' 33 154.34 0.50 30 158.20 163.39 5. ?9 9 +32.12
�'M /N. �TYP.f gi 120' y�� 34 1b4.71 0.50 44 166.60 171.84 5.24 10 +38.13
41=1RE -_ -_- }
35 165.77 0.50 58 169.50 174.63 5.13 10 +49.00
CATCH BASIN DETAIL A
NOT TO SCALE 2 STRUCTURAL SECTION 7 HYDRANT
- -- 21 -1 - PER # ENERAL j
2 "M. A. R . NOTE 2 ,
C./"/LC. STEELP /PE 2y80 0TYPE'A' DIKE
SECTION
G "TYPE '.' 0096
Ell TTEt2
12" PIPELINE REPLACEMENT I 4' 'FCColoeww
I
DETAIL , SECTIONev it TH STREET
N0T TO 5CAL E NOT TO &%"
• 3" A.G, /4 "GI. �. l7A�1� /(a "HATING 0U6GI�ADE
e AC. 4PIEWAL..FC 170
EXIST DIKE AG• 52'
I� v ME
OU II swB" `NI'sll
5AWCU � I 5' S' 1�' • l2i' S' 5'
eaU.ST P�• CME►JT
11CTURAL SEGi101) STRUCTURAL 5ECTION 7. � FIRE 5TRUCTURAL SECTION 7' ¢ FIRE
f�TR
PER CTURAL NfJfE *,� PER GENERAL HYDRANT FW GENERAL HYDRANT
NOTE # 2 ; NOTE * 2
SECTION RANCHO SANTA FE DR. (SF 1412) ?!. 2'� �� 2 -� 2- 2•� 177,
Wf 0 NAW ST/t . J t 45 'ro STA . t oo r .,......., :....:..:.:. :..::.::.:.. :..:.::.:.;.:......
q " A.G./ NATIVE "TYPE'G'GURt3 G "f�'PE'G'CURb Cn"'(M We 1 6 1 GUO
i 6UTMK 6UTr6 E WTrU I � OUTTV
4'FCC �A 6W4K 4' P,GC 61pEWA�K 4 0106WANC
It wo
w' w~ SECTION N MARISA LANE SECTION N BEAU BRESSLER WAY
TYPE PKE: Of fO 064t NO'( f O OW
Z' AC. SIDEM(I1L.K 0� 3° A .G./4 "G.1. "OTA 3 A. G./¢ G.I.�I7A6E /l�'NA11VEhU61'at�ADE
III{ AS BUILT
" DcTrPlwt j PRIVATE CONTRACT
ISE
PERMITS COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS SHEETS
SECTION^" RANCHO SANTA FE DR. SF 1412 REZONE PERMIT "O. N
MAJOR USE PERMIT NO. NS
A PLANS FOR THE IMPROVEMENT OF
TENTATIVE MAP NO. TM- COUNTY OF SAN DIEGO
CouNTY APPAOVEC CHANGES BENCH MARK TRACT 4583
DESCRIPTION: SAN DIEGO COUNTY SENN NO. OC -0073 CHISEL ".w�•+ M. owM�J s
®N!/MBEP OF SNlS C/N/NSfO C $ 7 C'p,' `
QED 14 W? A5 BU /LT WRE IN TOP OF HEADMALL IMRKED MITH STEEL FENCE POST. @ -yam ���� ci
SQ )
11Th � LOCATION: 23FT M. RANCHO SANTA FE 8 60 FT S. EL CM><INO wMnwN�E m F� a Tio"ow
nNxa "eo �
MtC�ILMED MiCRCjP I 'i DEL NORTE CL
RECORD FROM: COUNTY OF SAN DIEGO O.+ ti:
T M W =
,,.... 0,6 ELEVATION: 119.476 DATUM: U.S.C. E G.S. 4.,.:
�- - 4583
W
FILE N. • 6 OSR
PC 1971 S3267V
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it i I
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SCALE: HORIZ. I�� 44' ^ y Wq'
VERT. I =8
10 \9 8 7 6 5 4 3 2 I 0�
6v 90 IS T / TYPEA �ICLE .4NW7/IrIP
.PEMO/�E E/SN6 flEAOK�4LL EX /ST 4B "C /PP F EX /STING S6 MAN EX /ST. CMP- /Nl% 96.72t
,oc, M 6x4' 80X CULYE.PT CCEoNOUT PE.P �0 RIM = (/OZ.70' -'�) HEADW LL 574. 9. <) 0 +25
CONSTRUCT MODIT T/`1 3967 -/ /NY= (94.DOS Q REMa E EX /5T /A/G
TYPE B' C1145 11VLET PEK D -Z �
/NV= 83, L 8.7
99. fT. OF PAVEN _- 18 LF 18" PIG AA/D CO
EX /STING 48 "X38" Q NSTCT TRUYPE 'F'
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(/08.50' 3 �► / ii �/ 2 ,(�QOO L= J j/ SGYALE
/NV = X97. DO i „ W \� EX /ST /�YG /t" E� /5T /NG R9i✓ER
SA
STA. 8t/7 93 RANCh('J SANTA FE ' Ob BOO "" • • Cit1P P /PE TC AMC TO BE iPECC 9 E/O / O 3 CO TiQ
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/NV = /00.46 /
STA. 0+-00 RAN
s J� CHO NTA FE ROAD
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SHEET 2 / EX /5T /A/G R7iYE2 Rx E �, IXOAII -749Y �p � � `� ' � / 5T C STREET
�/ TO RE'MA /Ai �' I a EX /6T/AJG POWE,e 2 . /s/ ��
EX /STING SEIIEP NAN/,YJLE / � r k \0 \ � E 7V eEMAIAJ q ' P �' 7 �G � IIWME 5►t'�1 /
iP /�L1= T / /B.DOSJ / a1LF PCG CURB t x h
AC OVE2LAY 70 I � f' '
/NY = (/08. 99 � / .::'�`.:: +�GUTi'ER ttT ioh „
PROVIDE6MO07N / ::: ` /oB9 r !;• Qi Z A.C. $ /GL�WALK p EY /9t /rt4�
TRANS /T/OAl �t,�— !/^
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t 32� t'C.C. CURB
$ Z t -I IE-R
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/S'AY/B6IC APAINA6EEA,SEMENT TYPEQ!'CUA'B INLET L= /2' O hh S Os00 OFFSET S'.P/6HT Z
/N1! - 98. /9 PER D -Z ,� X 1 = N( 4S -ER MANHOLE
R J
/ _ \ FOR CONTINUATION �� , �� '�V /NY (9a./8� Z
�
SEE SHEET 7 , O STA. 0 /O.SO iPANCHO SANTA F-E ('
= S �PETA. 01.22.25 / /,r# 5,rRnET z
/S'OR.9/i1GA!E E4SEME/YT PE�PDOC. REfB AS F /P/Y0 OR /N5T STREET ,, - MOI /STING 11,f4 IYALL
// STA. 9 +6S30.PANCNO SANTA FE N ll / ,� AND EX/5T /A16 30" CMP. CDAJC�Tx'UCT ^ p
h a = STA. Brf4.QtJ DiPA/NL /NE A A S B I LT
AME 56N TYPE A - 4 CLEANOUT PLT D 9, /A/V - 77. ll
TYPEA -4 GLEANOUT PER D - SCALE' /"rIQO PRIVATE CONTRACT
/ � p
NV /0
= 4.22
COUNTY OF SAN DIEGO
�:� ^ " DEPARTMENT OF PUBLIC WORKS SN TS W
p ' 1 DRAINLINE DATA �� _ •„ x.... u)
3$ / E� V � o N CURB LINE DATA PLANS FOR THE IMPROVEMENT OF
P J ,Qr DELTA RADIUS ARC
y f BEARING -- DISTANCE NpTES y'F N
� � DELTA MDIUS RANCHO SANTA FE ROAD°°
14 BEARING DISTANCE - OQ
��O � 1 S73 t81� E /f4.0/ 3 o• PYC � COUNTY APPROVED CHANGES BENCH MARK STA. 0 +00 TO STA. 9 +88.54
• • �
per, 2 5- wa,�9"E 7.36 3o SAN DIEGO COUNTY TRACT 4583
�OL7 I N��QI .p tr /9 .4.C. wakS % Rp. DfRryaM Approved by Date ~
/r Q RC
9 N,S3�1�2.S3 "E 6/.9D' TOPIC r p C�.WSTRUCTIO/V CAM46'r� BENZIPTION: SAN DIEGO COUNTY BENCH NO. OC -0073 CHISELED .•dedr«+n
wr: �.r..• Ew. vowMAN f lo
- 53'QfG17" BBD' 357/7' z
46 ` "" ' '" C1 4 S38 - a'49" 189' 45�PCP " ,� a �fPr//IEI'E.POFS.f�T�C.f/ALVGED d 7 SQUAIIE IN TOP
OF HEADWALL NARKED WITH STEEL FENCE POST. �/!J�� -» `. / 1
`` S / . LTN: 231-T W RANCHO SANTA FE & 6D FT S. EL CANINO �otw tow E» iN ER Fort
o ECTO of pusuc woRKS �
/y p " 3145/ OCAIO
C•Sf4N6E0 P /PE.4'�l9N�'1L�NT o
5 a 4t' QGd' 97 ff 4S RCP 4 = 9/'/6'49 " .�' 47. T9' G' I CUTd ° t / DEL NDUE CL �
/ A4k / 44 // 2di4.f0' 24"PrC AS BUILT I%" a/y4� , WCORD FW: COINfTY OF SAN DIEGO F"p"- ='•'
-�° c� «�.asr. _
fl ELEIMTIOIIt 119.476 DATUM: U.S.C. i G.S. R�AYMOND J 0�
6 S . IIr. .E. 32083 A � - ~N 8
LN
7 7 4583
W
PRECISION
NOV 4 i~r FILE N0. 81086
PC1971 S3267V
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STREET CENTER LINE DATA I I EX T 5 6 "AG°
END G rTEA z
C(/�PB, �I Q� D Q D = 00 O/'/3 (EX . NO /G
�` S/DE{{yy.4LK N I �cfa (,� M. + STA. 7130 DELTA RADIUS ARC STA. Or' 75. OL D � � �
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N88'�+J rMEA STA.
/NV =154. TY
1 PE B'HEAoWw1- I J
\ ply ��,. /NV =/49.97 f�' /'t4 =1'14•//9 u BEARING -- DISTANCE /N!!= / ?0.86 i°E,PD -3Z II IN5TALl r /('51OP)5f6V�'x,�"x
O.Gis" V O{Z2. 25 Z
//tpS 73 O.S..b LEFT �1, PET D 9 STA. 3t3/. 3 I��/L7!/Y 3M H/GH /NTE t/5 /TY TYPE I Z I TXOeA
-4 CZ6~ W
YPE/` CA7Di e•45 PE,e D -7 ` OI^x1 1 1 �V73•.3!'G4�"N' Zei /3 , 57A. 0-*00 Ze ' 8' REFLECr /G+€- of iW1WLENT
Q /N11= 97.11 PEZD -9
1NV. = /46.OV C
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QI� 7.4'39Ybw /O /. a TYPE ,d/. �/' PE B-/ U,PB
SEE DETAIL t \jl°� 3 N73'3T�iT'�11' 677. /5 677./!5' INLET L= 7' fiP02 I I
A STA. vr*41I _ `� /NV = 1/S. �3 STA. 2 t 35 t 0
END /VOTER MAIN 4 � 1 �
e V CO NNE T TO EX /ST. 6" .C.P.
GQP AsEf1! STA. 2t 9/. /3 , INSTALL 9'x6 "rPEGY /CEP A BUILT
PREC. "' "1N CUR! LINE DATA DRAINLINE DATA 8 /" �� Z •�--
S.M.H. "'3 4 (/\ STA.2t8 /./3 STA O I( � A LANE H. srieEer PRIVATE CONTR ACT 0
. 0 0 MAR/
/NIj,Or DELTA RADIUS ARC e+a DELTA RADIUS ARC STA.2te9 /./3 � � sM eT
1d1Ci FILMF ' ! ,VOTi1CCEP7L�0 f
-- S /YE AAWZ f AV11Vr NY = 1/6.55 ® OOu' SAN DIEGO I'- EN O
DEPARTMENT OF PUBLIC WORKS
SEARING -- DISTANCE - SEARING DISTANCE 4.O,g�,I(' " �t E r I I sae r W'�
MATER MAIN CENTER LINE DATA SEWER t111IN CENTER LINE 1 O ■/3/.'39'/7" ,38.07' 1610.58' 1 N73 39'00 N 5 i0' 36,tICP Yf
PLAN$ FOR THE IMPROVEMENT OF
DELTA RADIUS ARC DELTA RADIUS ARC 2 O=I PtRA9' /6.10' 2 Q�2'9'S5;35 /SO.L�'I' 78•.3,5' 24 /°11C
N
3 N7!'..l7N7"' � a wz�- "37srw 170./5' 2¢•P�c II TH STREET C4
BEARING DISTANCE BEARING -- DISTANCF , 1, STA. 0 +00 TO STA. 10+97.48 .,
4 . N7 .�'.99 w 53.2/ 4 N73'9Tf7"/f� 27f7.0� 24 PVC COLJNTY APPROVED CHANGES BENCH MARK SAN DIEGO
COUNTY TRACT 4583
1 N A 49L 17' 1 N73'3 WAY Z006. /9 **W'gV .ACV' 471Z' 5 N7,T3T4T"N 199.09' 2411AX Ro. Description Approves EV
Date
2 N7J'lJIN1In'IV 10!2!' 6 N7,!'!! //1�t 6 �`Zd' .!!" /SO.LYJ' i /.GK' �" PYC ®CGWS7iPUCT•1GWC.54AM6E 6 DESCRIPTION:
SAN DIE60 COUNTY BENCH NO. DC - 0073 CHISELED """"'""'''"er « " "Mr ^•" M. AowM
L SWAN IN TOP OF N AOMALL MWO WITH STEEL FENCE POST. �
/•Z4/� 3 N7,�' A' 342 7 S l 'rl�lr' , 7 N7!''J!'� "lf� 230.Qf' 2¢'P�C NUMBE:C G ,S✓T"SC)YASe�fO CI 71t7
LOCATION: 2SFT M. RANCHO SANTA FE 11 60 FT S. EL GWINO �N E INEER FOR or c �iiiic woRRS p CAC
• , , , .4S BU/ T fA DEL NDRTE CL _
4 N7! l74T GS3. aC- �V7.:1�3T47"N' 334.�IB g Q=�•/I Ar' N-50 61m 8 561 'er d /Y '76.X 49 PVC .-.
•� ••«e: ��R�w � "'
F5 9 9 A/77 "W 47.2,5' 96'9CP RECORD CO UNTY OF SAN DIEGO
ELEVATION: 119. DATTUNk- U.S.C. i G.S.
Apprw.r deN 4
6 6 1
. R.c.c. a a
SEP Ito? FILE N. 810 8 R
PC 1971 S3267 V
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130 --100
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1 If0'2l' – 1� D' ) �`3 //�
2 � oijAr� MM ST.4. 4>`B2.S0= 5TA.OtGOOC'C' S�� % ��' 0
3 4 Iq'2�" TOO' I �.(o(o' / �! 6 �y /' = liA0 00 �R(Q TYPE B- / B /NLCURET Z
������
I NV. = IOD. 22 PER O T� 4. •d� /Nv = /os.73
AS BUILT 3r,
CEP t ►` � , � F .4 PRIVATE CONTRACT 06
V7
SHEET COUNTY OF SAN DIEGO - ) V
RAIN E PIPE CENTER LINE DATA �
11 DEPARTMENT OF PUB WORKS W
j, 11 NO CF3 "093 P �� SHEETS ~ U)
. MN Ez�,� aTsa
WAT R MAIN CENTER LINE DATA _ ,1 :n\ „ PLANS FOR THE IMPROVEMENT OF Y
tJEi�A RADIUS P.RC OfA lt 0128
MARISA LANE
" DELTA RADIUS ARC 5 12E m
o SRC NG -- DISTANCE INV= I I (0.00 j
BEARING -- DI TANCE ,-
1 sso-so's6 "w - 96. le 30 "PVC -' STA. 0 +00 TO STA. 7 +402 m..
I 11 , � J
J COUNTY APPfaOVED CHANGES BENCH MARK SAN DIEGO COUNTY TRACT 4583 ' - 0
1 IG
Q 0 7'06' �' • 04i E = 52.38' Z¢ "!�/�' No - - Desc npba^ APPror.d by Date - --
M �
l SAI 'iV Sf S9 ' 2¢ "PVC A CONST.PUCT /ON CN.4/Wf $ DESCRIPTION: SAN DIEW COUNTY BE" N0. OC -0073 CHISELED
ommandd f -P -al Appror.d - n, �w v
3 �h2'4 II" = /D "/7'2/" .!� /f0' L I7.�I' 2¢"/°!/C ' DEL NORTE CL FT W. RANCHO SANTA FE i 60 FT S.
fl G�IINO C SUeo�iVI - N ENGINEER FOR I C O OF PUBLIC W o
G7 - /►r/MBE? Of S//TSCHArWEO SQUARE IN TOP OF NEWALL M AWD WITH STEEL FENCE POST. _
4 G 'ZO`%!" P =970' L =/9/.39' 24#11 14SBl/ /LT
E vrl r of work: Chackad by' W =
W W
RECORD .FROM: COUIITY OF SAN DIEGO
ELEVATION: 119.476 DATUM: U.S.C. i G.S. Z
APMOYaI date: 4
6 MES R. AYYOIO Jr. RC.E. 32093 — 7 =
W �
FILE N0.8108 R
PC 1971 S3267 V
B -21 -87
22Co.42 URP� IZ('fUKN 'aaaa"""'%%
�
VC. 25.43' 97.96Tz- 1 25.43' 43 94Y
02 6 4014 014014 /2�2 J
N Z L'j POR 00'V.G. o POP). 040V.0. *611
N \
° S U +
o ,�_ ° Q o \ - PROPD TOP `y'
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150 laparEX /5T B'°P4c N -I50- ° � < , ° o � � � � - a ' � s � � 130
% G.4G % rIN 10NE0 (MOUND a
AW WA MINE v f
� 00 V64 CURVE z PF 6 f0r
140 140 NoR PT -140 e \ - of �►Ff� W
5rq. /3toe t ( /5a.0 t) 337;- � g `� POP,. 4140' G. 120 -
PROFILE N CUL -DE -SAC coNr.�gc�oti'TOaE� /f7° s - +
REM04E C4P,45a Af&Y av EX /3T. \ _ ¢ `� 4 z \ - ex1of CAIRIND
SCALE : HORI Zz )'-'-40' 3 4NZ2 IVWh F CGWNECT/ON 40 %
VERT l' =8' W / <2)//%4 ° BENDS - `S� - + t� 0 �4`n�
-150- ±< v �� �=r �� : Z-110-130-
_ e o �.- _ - + _
/EX 15T G�PQ/ND (0R CONTINUAMN TOG 41 �� fl 2 \ To
GoF
160 W �� � Ar i/ 24" PYC@ �c @�
- 4 w � r E��,
- d. N /JO�P-0 PT 2¢ " ? �.10q �y �E -
VQ4O 0 m n, N� rrts2.77 C 5, a�0'� \\�Qa 120
90 y,
150
- s - 130 - - 150 - (0.�cr - 130 -110-
d
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9 OTY CURE v
z'
oil
�- PPOFILEN MARISA LANE - 120-
°
140- -/20- N
00,00 ALE N STORM DP 1N �1L HA1z- In =�o'
_ + -�
d
5CALE ' H0Al2- l =40 �`
14 VERT I " =8' 13 Pog.�i4o'vc.
A < E SEE 5W 7 7)
STREET CENTER LINE DATA 14 13 12 11 10 A 7 8 7
W
DELTA RADIUS ARC
BEARING -- DISTANCE C1fA 1 I + Oro - I & TY A - �> 10 +40
OUT PER D- 17 D
I FI Q NY ft f INV - I X42.00
1 N7 21 414.04 I x/80 /U /5 /ON A ` -
2
3 12 11 $
CURB LINE DATA
'^ DELTA RADIUS ARC �I Q` Q � x
/CYoLPOF3' S 0 3 �I� Q O l9 cvI
u I �I ClIAN LIAN fNICE b� W �Io h Q yl '� j i
BEARING -- DISTANCE EX 15T //1/G R /!1/ Q 3 �
SUMMER hHOLL Y LANE W W h ^ ^ Q 5
`- QI
4�2'01/'�7„ W1 L
2�i COI' 9� 01 h Q W
3 270 °II'�4" '1>0' 17q.20 �` �' I Q V� 5 ��^ oQ �� d OiTA1 +4020
° 0fA I� +II.P�nI I �� h 5 `� 5 S �Q o+pQ S YPEA4Cl,EANO
a 4� ° )0 INV.= 11 2�J �I - b 0 .
M A -4 CLEAN I R Q N Q 4 PF S,
R
N r -q Spy P
5 7� °2�'2c1 "W M' INV- 14700 N �Xo� I `ti ;; �� v� 7 40,?g
A
7? , /SA ANE
PER O -9 A I 0 IV a Vj 75 eIt h N 1 /�vi!= II 10.00
� 4 ,
4:•:4 ..,
I Q) " 8 )
SEWER MAIN CENTER LINE DATA � y � � 2 O� �. " "�>': >:
: : : 4 ; 44 4 .
DELTA RADIUS I tr
D U ARC -- •. .
W
3: .
h
Q
A
,4444 :.. .......... ......:.... ....:
00 104 00. t 140K 4 r
� -
V :::::::::::::::4444 4 Pic
:: i:•:::•.. � :�i ?i:•:4ii:: :(•ii {::C•ii: {:; }:•: is iti•i: ''•: }i:i•ii {::(:i: i� •i:i:`:i:iiii' - N .::: :::::::. .
:. .........
BEARING -- DISTANCE M A� I
0 !i p 61, �' >::;:�;•: 4 ::444.. ..:.:
4 444 . ..............................: .
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P
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;: • .::: ..•:•� 4444. .. 4444..
x ; {::�::i�i:� �: � .':�:�ii:i •`::•: �:: ::'�. �: 4444.:::. � ::: :::::: :::. �:::::::. � •:::::..:::: :.
o C � .i:�i:• .. ... ... 4444 4444 4444 ... 4444 .. ... 4444.. .:i '� '•ii:�i:�i:�i:: •i:�i:.: �: �: �i:�i...:�:.�::.�:::.�
:..
0 >< V ND :...::: ::•:::•::::.::•::: ::•4 :;:<: .:. :.: >::;:;:. »: :. . ;:;;:;;::;..; »:
>: »:<:: : >: >::
1 N 7'h 2� 2q W Ig2.412 N E IGJf A 0 /8 8 .... t .::.::::•:: - --
n 'i: : :: .C'.: '.ii.'.'i: :•:.. :i• ::::':: :.i:' i.:.[[.i.:•i.'ii.' . ._:'MMM/FYi.. .. ... .. 4444. .- ::::::. :.
Y
MAKE CONN6010 :; .F..:...1•:: 44:4::::4 .
:::::::.:::::::::.:::::•
2 221.72'
WI I' ° E `� R1� : > ;:::' <•:: >: >�....
COMPOUND A- I(o -
• 4444... _: , :..:.'........... -.: �.
444:::4.. •4444
3 EX /5T /NG W
4 PER ORf1W//1/li /VD TM¢485 -/ 1 • � '"� { Q 2 �s R Q W
SHEET 96 /O f �b' "� � D p t �Y "�Q Z_
WATER MAIN CENTER LINE DATA " O 17 V + �, % iN t
W W , N x s�° s W A ��' , a
OyfA + I�.� I t7U. v P' Q Q In� 5 D S app Q� Z
DELTA RADIUS ARC 5 Q' $ Q S r
Y G'GA N IN v `\� rke W 11
BEARING -- DISTANCE INV v IC20.21 C' �
CONNECT TO EXIOl( CuKb I NIET W N W i� ,
1 N�'�'1 "E 1510' c�o�f Trr'�IF'orNiN(a �Qa �J
AA j iV �a �; °'� _¢ " W v; Z
7LFOG3 I o 5' R��u'� O y I�� ti
I I _ y \ \ Q l Z hl K1 x
02 N7�i °2P'2q "w 412.4 1' Cf/ilbU LIAJk FEA/CE \ 11 W 0 O I� O O �� - 1 "' Q AS
BU I LT
�tF o v�Fu m m
E A] E�I IOIG C UM I N E1 \° e n `� O1(A I +70. A 06. .1.' ';
�� 3�'�� NOT° Olr,w(� �� h Q ``
PRIVATE CON
TRAC •tf
[61 �n ° 1 62. ) � DRAINAGE PIPE CENTER LINE DATA 1rJrO'�l1)
N ;Q SHEET COUNTY OF SAN DIEGO rQg LO �� / DEPARTMENT OF PUBLIC WORKS � DELTA RADIUS
P.RC 1 9 i ` \ `� J 2 -r a - sHEErs W L0
/P II +24.h2 n�. PLANS FOR THE IMPROVEMENT OF
BEARING -- DISTANCE NI 00I'01VIZ) c,MN 10 MARISA LANE N
1 N101 "W 2' �` ift I I+ 2.77
OfA 11 +�?4.02 STA.7 +40.28 TO STA.11 +92.32 m
2 N1'h °2�'2A "W 2' _� EX;sT W BP�� -J / WA EI WN6 MNO INV.= 140. O ® CCII APPROVED CHANGES BENCH MARK
W CA
rJ. A ° I AN DI CO UNTY U TRACT 4583 r-
3 f1°40' 1 h2" I�00' / u I1 40 �2 No. OeKrol on Approved by Dale _ 2E
PROFiL .PEV /S D- SEES..17 DESCRIPTION: SAN DIEGO COUNTY BENCH NO. OC -0073 CHISELED Recommended for approval'
Approv M.DOWM
A z
ENUMBEF OF NT'SCNR�SE 4e 7 1 07 SQUARE IN TOP OF HEADWALL MARKED WITH STEEL FENCE POST. e- 0 14a41 W
I,Q. ,, (p' .45 BU /LT M LOCATION: 23FT W. RANCHO SANTA FE & 60 FT S. EL CAMINO ue VISION ENGINEER
ro DIR TOR OF PUBLIC WORKS H 0
DEL NORTE CL -- � Z
RECORD FROM: COUNTY OF SAN DIEGO �++
6 M � •,� Enyinw W r of work: Checked by _
EM ELEVATION: 119.476 DATUM: U.S.C. & G.S �/��/ "/ ,�� App oval date: �-
MES R. RAYMOND Jr. R.C.E. 32093 'J� 4583 W i
FILE NO. 81 Q R'
PC 1971 S 326 7 V
B-21-87 I
134 G 4 � a
ftRT1oN rao' .Ic o
.. G/4
POSED TOP
� J
of N'LY CURB
ul ~
r r, p °0
r`
�-� ONLY Cu 6 UND I
LST, W N
57,o� r` 5.7796 AJ WUNE — + —
SCA N � GO % 4r =�6 d' 7 �!
VEFM I l _ el 5TA 1 ? 6 d0 t) I — O
1 HORfe GLE . PT VE IF'Y \�yy , \ \ \ 3. o PYT C'. by
a�br1$LY aN --p w rn cn FDd6T G 6mo
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DdsT, GOON ��� �S.i o -- _ T few
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8 Q n
271,85 LF ek PY
N d CRAM v 5,529'0
�1 { e 11 +5277
fo4op a N f{ORF� 142,38
i n
MN O i i
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_ V 9 OF SPLY CLJRlS N i
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9 8 7
PROFILE -M AFB EA LANE
I eCaM NORM I " =40'
PERT
X
W
W
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0
Z
W
a
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AS
j; ` y ha +� �� 1'VM►'f'! cismill TRACT 0610
' ' I COUNtf OP SAN MOO Lo
fxp.
12-31 -d I Cif PUS.m
y.. CIVIL/
������� ��
PLANS FOR THE IM
Y � � \F� ,��� MARISA LANE �, CD
14 j STA.7 +40.28 TO, STA.11 +92.32 M'
TY A CHAfVGES B ENCH nn AFa1C AN I P N E �ACT 458
�AfCROFIt.!'r4i r,1 M. oer.o�en
A
�rrorN Er One r
ADDED TN /S S/'EET A4 a L7*
7 DESCRIPTION: SAN DIEGO COUNTY 9ENCH NO. OC -0073 CHISELED for
A3 BU /LT I SM* SQUARE IN TOP OF HEADWALL MARKED WITH STEEL FENCE POST. C G
LOCATION: 23FT W. RANCHO SANTA FE 6 60 FT S. EL CAMINO � M
DEL NORTE CL p
RECORD FROM: COUNTY OF SAN DIEGO of *06: �etMee►r: W =
ELEVATION: 119.416 DATUM: U.S.C. 6 G.S. = W f
=� 7 Ark a s
W d
FILE RD. 8108 R
PC 1971 S3267V
10 -2 -87
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STREET CENTER LINE DATA SCALE: VERT. I" = 8
DELTA RADIUS ARC 1
:514 0120.5 BEAU ,BiPE5,5lE�P WAY
STA. /t30 00 C7 -54A. +/5 M dPMAZ4.
BEARING -- DISTANCE 5TA. /773 RANCHO SAA/TA I Qp TYPE A -4 CLEANOUT
" 2 2 '02 kl 1 9 � th V1 CR)� 2 1A4 = /O5. Z/
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DELTA
BEARING DISTANCE
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-- II 1 ` V `y S S' QI QIM q1
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I^•:
DELTA RADIUS ARC Q i I � / ` `�.:..� : '` � ' , W -8 ° G.I
BEARING -- DISTANCE O I I w L R� ` I Z I -� _ - II S¢ Z' g/ r{V(�P� ao�
I N,SO'.SOS6 "E _ /SD.i4` �� d ��� �i h 6 \ 3 ' / - - -- Z \ W
3 z N 161k 0 r k
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I . /tfO.G10 v � j hia
DELTA RADIUS ARC APA95Y. �. y OZ �� \ \` Q
IV
BEARING -- DISTANCE j ��� I � QI� \��'�
AS BUILT o
PRIVATE CONTRACT
STA. /t /6.65 BC /N
N 39'09'Df lY , �'� SHEET COUNTY OF SAN DIEGO ® 0
3 48C. 45 ZG "E(J EEC v ® DEPARTMENT OF PUBLIC WORKS SH ETS
S OR THE IMPROVEMENT OF W
�1'UII
DRAINLINE DATA I � I
W SU ao /V /s /o A/ I Y 0
S EP 1 DELTA RADIUS ARC S /ZE °uvo., er . BEAU BRESSLER WAY D C4
4mu(%R0FIL MED BEARING DISTANCE NCE STA. 0 +00 TO STA. 1 +68.00
` COLJNTY APPROVED CHANGES BENCH MARK
1 *- 0'150:86 "E A5.Z9" 3oP�'C No. Deanpt;po ADDroadQY D.I. AN I COUNTY TRACT 4583 �a�
PRE�ISKIN Q DESCRIPTION: SAN DIES COIMTY BENCH NO. OC -0073 CHISELED Rmomm.nM/ /awswerM: Appro. M BOWMAN
� ■ I/'LY'O /" i�QGb' 55.02' 30 "P{'C ® Cf,�.4N6ED Sf/T NUMBE�P �
�n �•9 NU/?QER DF SNT'S. 827//7 S w G1 wKII' MI W I 701 OF NEABIMLL NNRKED WITH STEEL FENCE MI G
,�# AU G 101987 3 � ' WTQ w Aw : 'LOCM: ZIT W RANCND SNM FE & 60 FT S. ,EL CAMIND :VISION ENGINEER
DI ECTOR OF PUBLIC WORKS y am, !
SC ! PRE : 1pS CMMQFA0.°//2�,4Z /GN1"2rNT �/jG7 N6RIE CL ac z
MICRClf1(hIEfJ 4 NS3'4 ?153 "E X94 30 "P/'C
/IS 6611Z /r EC�RO -FROM: COWRY Of SAN DIEGO ^«^"r of "•,t Checked er'. W
5 ELEVATION: 119.476 DATUM: U.S.C. E G.S. Appo..le.N: _ I
R. Jc R.C.E. 32083 7 co
-, Z
W
FILE N0. %��-
'' "`""'' PC 1971 S 3267 V
Ire, I
y E r •'t�#t: fv'"� �e
10-2-87 1
d
O
p � u
170
\ EX /5TlN6 30 "PVC /30 EX 15T/N6 GROUND 130
TO BE REMOVED ABOVE DRAINL lNE
J �
\ \ u 30p B7C.r
N , RUC C�
I' _—
jY $ o
150 �� //O 144 3 �
� o� //O
=� \ � � h 90 PvC � 9
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ZOO' VERT /CAL MfVE
0 1 2 3 5 6 7 8 9 10
` f5 / 3;' R) B PROF /LE DRA/lVUNE 'A'
II �� I �
- --�`-- SCALE HORIZ. I ° = 40'
L
- VERT. 1 = 8 I \ k f \
P/l gTIA ARID CATE EX GENERAL ORLI TY h l \ N w
p EA5 MENT PER RESOLUT/oN
RE DED MARCH Z7 N95 Q I o \
W A5 /LE NO. 85 - 10 163¢
I I I j SUwW5 /ON BOl/NOARY I \� �y0�
h I I 8 "PVG AST /NG _ " PUC E,05T/N� PER W44-65-1
30 "
T
PVC EX /S �_ — D
OW I h rr'r W B�G �'
4 I �
h I EY /5T /NG /MP�?OI�EMENlS �AOVE EX/8T/NG HEADWALL
I AND F R
50N e PRAA / \y \ \
5.2 F 30" D 2A .VL NE � � \
Q ( -) O +10 5TA. 1160 STA. 4f00.00 7f00. 30�0 q /NL /NE
N J EX15TlNG CL NOUT TYPE A -4 CLEAAIOUT TYPE A-4 GLEAN T PE F CAT BA5 1N S'E SyEET FpP�
W � I IM/ ° 148.66 1 = 143. 9V� INV - 120-14- Nv - /OR 61
J 1 ElfD -7 PEiP D - `
Qi
3 =z� `ryj. Q
w
17 15 15 12 11
W =51A. 9 f 665 30 R,4NCH0 54NT.4 FE Z
- 57A. & t5¢ BB ORq /NZ /NE D' Q
TYPE A-4 CLEAN0&v- Z
1 PEEP O¢ 2Z / C ,S, w
z
STA. Bt /773 fXNCH0,5,9NlAFE 0
- 5T,4. 22 ,0X41NL /NE O
TrP o ¢ - CZE gNLxi r PER o -9 AS BUILT
A 111 - /X. 46 PRIVATE CONTRACT °� L
r � z ?� SHEET COUNTY OF SAN DIEGO
' N �; P l) sII DEPARTMENT OF TRANSPORTATION SHEETS LU
PLANS FOR THE IMPROVEMENT
Y C)
DRAINLINE DATA ���� ,> DRAINLI NE 'A' �j N
DELTA RADIUS ARC NOTES STA 1+ 60 TO STA. 8+81.50 CO 0-%
COUNTY APPROVED CHANGES BENCH MARK SAN DIEGO COUNTY TRACT 4583 y+ r
F RE i BEARING No. Description Approved by Date j
• ' W. /�' 30e /MG ®CN�N6E0 Sf/T. /YUMBE.P DESCRIPTION: SM DIEGO COUNTY BENCH NO. OC-0073 CHISELED •e.e�..e.reiEreN..e
eh A =y
4 7 ; 1 573 2d E SQUARE IN TOP OF HEADWALL MARKED WITH STEEL FENCE POST. J
SEP I fi 2 57 ENUMBER OF Sf1T S. a47 C O* ;00P tKS o a62. �0 �VG LOCATION:
23FT W. RANCHO SANTA FE & 60 FT S. EL CAMINO lDIVIf10NEN61N[E11 OF 'AM`RGrIiME�J p, CHAN6E0 P /PEAL /6Ni"/ENl
/7 C �Q p /J /s // DEL NORTE CL 313 23 2 / rZ [ �f wrk: Chec4ad by: MICROFlo' L
'Jf' 30f IVG RECORD O N : 9 .476 OF SNI DIEGO 4 38 "� ` ELEVATION: 119.476 DATUM: U.S.C. i G.S. • so do":
- 14'1D'06 /W.X .6.00' 30'r�1K' P AYMOND Jr R. . . 3 0 3 0 FILE N0. 8 1
_ NOV � t987 I
MICROFILMED PC 1971 S 3267 v
10 -5 -87 j