1235 i
i
GENERAL NOTES: WORK TO BE DONE:
i
1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF IMPROVEMENTS CONSIST OF THE FOLLOWING
WORK TO BE
TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT - - WAY. L U 6 LEGE D TO KEY MAP DONE ACCORDING TO THESE
PLANS; THE CURRENT SAN DIEGO
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO STREET COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS
COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. AND SPE IAL PRQQVISIONS FOR IMPROVEMENT OF SUBDIVISION
STREETS �4ND STANDARD REFERENCE DRAWINGS.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 14 13 FIRE HYDRANT - - -
APPROVAL OF ANY CONSTRUCTION OUTS /DE THE PROJECT BOUNDARY. I /9 /d 17 Ar
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE WATER LINES- - - - - --
CONSTRUCTED, CONNECTED AND TESTED PR /OR TO CONSTRUCTION OF BERM, (k O
/� SHEET INDEX
CURB, CROSS GUTTER AND PAVING. W / EGEND 1
5. THE EX /STANCE AND LOCATION OF EX /STING UNDERGROUND FACILITIES Lu IQ STREET NAME SIGN '-
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 1. • 4
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EX /STING STORM DRAIN--
FACILITIES EXCEPTAS SHOWN ON THESEPLANS. HOWEVER, THE CONTRACTOR Q O 5 // THE PREPARATION OF SUBGRADE AND PJ4VING
OF STREETS I+'-
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY Z DRAINAGE EASEMENT_ _ SHOWN THUS L...
u
EX /STING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF [may
THE CONSTRUCTION OF PCC X- GUTTER $HOWN THUS (G -12)
RECORD OR NOT SHOWN ON THESE PLANS. i ? O7 3 \ A7 DRAINAGE FLOW LINE-
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE z I BLOCK NUMBER_--- 25Op� THE CONSTRUCTION
OF 6" AC DIKES 5}iOWN THUS (G -5)
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO k
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 2 I Q 5 THE INSTALLATION OF STREET NAME S
GNS SHOWN THUS
EXCAVATIONS AND LOCATE EX /STING UNDERGROUND FACILITIES Q \ 9 SUBDIVISION BOUNDARY - -�- (DS -13)
SUFFICIENTLY AHEAD Of CONSTRUCTION TO PERMIT REVISIONS TO PLANS
IF REVISIONS ARE NECESSARY BECAUSE Of ACTUAL LOCATION OF EXISTING LOT NUMBER - _ / 3 THE INSTALLATION OF STOP SIGNS
SH�WN THUS
FACILITIES. � .. 7 d
-
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC COMPANY SEWER LiNES THE INSTALLATION OF SURVEY MONUMENTS SHOWN
THUS Q
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL STQEET (M- 10,M -13)
NOTICE: ALL ELECTRICAL CO
SERVICES WITHIN THIS PROJECT ARE 1-T] __
-
THE CONSTRUCTION OF BARRICADE SHO N THUS (M -9)'
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL THE /NSTALLAT /OA( OF STREET S/G S (R/ � N53)
M
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN KEY M,4P AE
DIEGO GAS & ELECTRIC COMPANY.
TELEPHONE: 7 ?2^•/7// SCALE /"=G'E l THE CONSTRUCTION OF ASBESTOS CEME4T WATER MAINS, CLASS 200
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 1HE CONSTRUCTION OF BUTTERFLY VALVE ASSEMBLY
TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS
WORK WITH COMPANY REPRESENTATIVES. 5 EL. EVAT /O S SHOWN THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE ON ELF /LE
"UNDERGROUND INSTALLATIONS" FOR LOCATION OF CABLES AND TrP1f A ryArA' THE CONSTRUCTION OF A.C. X A.C. X
IFLANGt TEE W /FLANGE VALVE
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. �, twirl D/XE
TELEPHONE: 298 -0595. �� �' 1'� 1 THE CONSTRUCTION OF CAP ASSEMBLY - -�
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 1 THE CONSTRUCTION OF WATER SERVICE
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND Z' -�
BEAR THE COST OF RELOCATIONS, if NEEDED.
STA.3 +00 TO S +OO 0 p "A.. ON4 "Lt6. 4A
SE SE ON
`I /C//�► /TY M�4P 6 NAT /YF35XQ� PAC ED �
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND STA. /+ M 3 +00=
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT MO SCALE 3P "A.0 ON/2"NA /YE R'C COMPACTED STORM DRAIN
PIPE I+'o
T.M. CASL.EV /S/ON. TELEPHONE: d3G- ?693
TYP /CAL secrION do STREET CATCH BASIN TYPE F (D -7)
No SCA L
STORM DRAIN CLEANOUT TYPE A- 4(D -10 ra
STRAIGHT HEADWALL TYPE B (D -32)
It C.M.P. STORM DKATN' "HE BITUMINOUS LINED AND COATED.l t RIP RAP ENERGY DISSIPATOR (D -40)
W
12. AO PAVING SHALL BE DONE UNTIL ALL EXISTING POWER POLES A.C. SPILLWAY ; (D -22) IF
ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. Ag 70 .
13. C.M.P. STORM DRAINS SHALL BE CERTIFIED BY THE EHCi irAS F
DEVELOPER OR THE SOILS ENGINEER TO HAVE A 50 YEAR 9 4 y �� M '� 40' 301
SERVICE LIFE FOR THE PARTICULAR SOIL AND LOCATION h Sr ' ./ARr THE CONSTRUCTION OF V.C.P. SEWER MAIN
SHOWN THUS
SHOWN ON THE PLANS. THIS CERTIFICATION SHALL BE < , 2' L3 20 p THE CONSTRUCTION OF 4 V.C.P.
SEWE LATERALS (S -13) - -- z
MADE PRIOR TO THE INSTALLATION OF THE STORM DRAIN. p Cy ,
sr � EL YX T/ON8 S/fION'N
PiPOF /LE THE CONSTRUCTION OF SEWER MANHOLE M- 1,S.1) ��•�
W c? 1
S ITE TYPEWD/KE �' THE CONSTRUCTION OF SEWER PLUG ........
J
2 A.0 ON4 "D . BA EON 6"
NAT /YE 95X COMP,CTED
SEWER NOTES TYP ICAL SECTION: 'E' STREET
NO SCALE
1. "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIa,N,n
FOR PUBLIC WORKS CONSTRUCTION, 1973 EDITION, THE 1975 SAN DIEGO
STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, 1973 EDITION, ADOPTED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS."
Af r
2. TRENCH WIDTH AND BEDDING SHALL BE PER SAN DIEGO REGIONAL STANDARD
DRAWING NO. 5 -4 UNLESS OTHERWISE SHOWN.
WATER NOTES ' -j*1 S. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SAN DIEGO REGIONAL AP
, I / HERfBY'AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
STANDARD DRAWING N0. S-1.
ELEVAT SHOYV/V SHOWN O�V THESE PLANS WITHIN EX /STING COUNTY RIGHT -OF-
1. WATER WORKS SMALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS TYPEiI' N O F ILE WAYWI Thil/
V60DAYS AFTER ISSUANCE OF THE CONSTRUCTION
OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE 4. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SAN DIEGO REGIONAL STANDARD
A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. DYKE TYPE/8'L�A'E PERM AND TO PURSUE
SUCH WORK ACTIVELY EVERY
DRAWINGS NO'S. 5 -13 AND S -14.
_ \ NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE
WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, S THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF
\ 2 1 AND /NDPENDENT OF ANY OTHER WORK ASSOCIATED WITH
TOP OF PIPE PROFILE IS 48" BELOW CENTER LINE FINISH GRADE OF STREET. ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL
y THISPRO�ECTORUNDERM=TR REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK 2.: OWNER:
EACH LOT IS TO RECEIVE A 1 -INCH WATER SERVICE. WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN V
ISTA ojE vELopmry r CcAq
' WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF 2 " A.0 ON 4 Q.6 BASE ON 6" ADDRESS QOO
51RCH AVENUE
ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER ORDINARY WEAR AND NEWFL'aPTF3EACH CA.9?cGO
y, MANUAL AIR RELEASES SHALL 9J<_INSSALLED AT ALL HIGH POINTS - NAT /YE 515.YCOMPACTEO
IN THE WATER MAIN PROFILE. TEAR, USUAL ABUSE OR NEGLECT EXCEPTED. PHONE• 64G -";!w
w Q�^T ASSESSOR'S PARCEL 265 _ 024 - O/
UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE 6. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN
_ X-P/CAL V` Cr1 ___ • A QQ w M /S r _LANE_ Q
MADE WET. THE TIME AND DURATION OF ANY'SHUT DOWNS OF EXISTING ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. q MEADOWM /ST
comer
MAINS SHALL BE MADE SUBJECT TO APPROVAL BY THE DISTRICT. 7• ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
6. A.C. BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS - �
SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT OF WAY LINE 8. ASS SEWER PIPE IS AN ACCEPTABLE ALTERNATE TO VCP WHERE SLOPES ARE
A MINIMUM
WHENEVER POSSIBLE. OF 1.0 %, WITH CRUSHED ROCK BEDDING TO EXTEND 1 FOOT ABOVE TO PIPE
OMM ATE CONTRACT (�j
7. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT. 9• THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE
PERMITS
SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. a COUNTY OF SAN DIEGO •�
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA AS- BU /LT gEPARTMENTOFTRANSPORTATION
DIVISION OF INDUSTRIAL SAFETY FOR ALL TRENCH WORK WHERE FACILITIES 10. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT
REZONE PERMIT NO. NONE ` ,a
ARE TO BE CONSTRUCTED FOR OR TO BE TURNED OVER TO THE OLIVENHAIN ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. .if.
�'.l�r_47f PLA THE /MPOOVEMENTOF:
MUNICIPAL WATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED ROBERT C. R.C•E 25393
SPECIAL USE PERMIT NO. NONE
TO1HE DISTRICT PRIOR TO START OF WORK. HA N 5
OA TE GRADING PERMIT NO. L d'j� $E #Ot" VAS U ,
FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK
SAN DIEGO COUNTY FLOOD CONTROL DISTRICT GIQD/FF' SANITATION DI.ST NEIVHAN MUNICIPJ4L WATER amfo "" A..road by ON
C. J. HOUSON, DIRECTOR 6Z/ y "AS o // /,� D ESCRIPTIO N: Ot m7! a&/~ CIOYIC / IIIrSit R to. a.M:
Apror•d
WATER WORKS APPROVAL r-� p J M MAN
PREC y
+ Ritf1l ISION r7 q�$
urx�
APPROVED 8Y: 4PPRtOVEO e - _ Approved by - 80Y1,E ENGINEERN6 LOCAT � I G "i S� � M'M ` MMN ENOIN�ER
DIRECT Of TRANMOMTATION W =
O(iY 1 fi rr�CQO f f the Do A 1rt
RECORD FROM: C04/NTY OF SAN rNEGO �- � / W
?/IN,`.h *1e `A.NFFi MICR Oi LME DATUM: M.S.L. • �A 4 36? 1
DATE: �- j� 7g DATE K" 12, 19 }a 00 /- 219 0/ daw
t.E. /53 S OA IA 110. ELEVATION: 1 29.773 29/GY98
W
r FILE N0. e67-014
M1
AC /Z /9
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i
PLATE A
RODNEY STOKES CO.
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/20 r ti n Cj tl+ Zt \O 6 "TMICK BY ,3' DEEP. �a 92
1 (� b ¢� 619,417 /O "A.C.P. -
�; TOP OF BE PM
I
O 11.5 \G PA/>E (� �j to N E � - �'� CLASS 'B' CONC.
, O O CUTOFF WALL 9�
/155 /L55 6 //.55 CONN. TO < \ i j \p E GROUN/J to � 5 +/500 STRAIGHT HOWL. 6
EX /ST. /2" ` - % O O O f
o
614 d14 d14 d14 STL. M4 /N p * I r \ O 8 4 23' S TQ DWG. D -3c^
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Q ✓C. N Vj m
123 \ ` �3��z \ % �. -TOP OF /O'A.C. P.
SCALES - HOQ /Z. / '= 20'
To of b ` "?�, ` VE RT. P = 2'
BERM X �Z
122 /4 Sz r 190
S L RE p ��O TOP OF
TOP OF $ TOP OF BERM
C a ti Ci BERM
0
PORT /ON O C1 `� v ��
PROF /LE � BERM RETURNS 60 �c. `� h ti � IV. � a ^ o i
SCALES NOR /Z. /"= 20'
VERT. P = 2' O C
�O
50' PC. ;f �
PROF/LE. 8 Tw STREET
SCALES = HOR /Z. ! "= 40' I
.SEX /ST. /2 "STL.
MAIN VERT. / "- 4'
TAPPING SLEEVE
I
/O'A.C. P.
SEE $HT. 3
10"FL6: x,4CP ADAPTER i
10 "TAPPINli IYALVE 1
SUBDIVISION BOUNDARY
/'CT.4 /L ;B'
I
a I�
hI a.l 3 6 TYPE 'A "CLEANOLJT OI I
m
Q ' W I 81 IW O * 2250 /O' X GUTTER
CONN TO EXIST 12' O Q I QI
STL. A1N 13 (. _ /O *48.00 P C R. O *4 922 P C.P.� Ma4TC L A.C. SP/LLIVAY 3
2 O * 00 'E" SrpEET = _ 4.92.56 I
II 8
(5 ST I r° i 00 4 t B EET
(((��� 4 g. L ^f INSTALL R1 7 Q C11 i
EX /ST 30"C l . 1
m N X10 "CAP ASST ' B.O. SOUTH
�; 2 3 k g
Nl 'x X$"? 17 "" 3C3 ;r i1i B.O.
N� AEA + *. ' '�' RIP AP ENEkt�Y
BERM T4/3ULAT /ON TABLE SEE,DEMIL B' "`° !" '� `"! ! --�y D/B3 /PAmp, STD. DWG. z)-40 ABODE — LEAl6TN
=/d CLASS 114 TON 6 "THICK
Q .... . Y 3' DEEP, CLASS B CONC. /SETA /L A'
f3EA�P /NG d R T L P ��' 3 INSTALL CUTOFF WALL L)06YNSTREAM
6
/ N. 73° /O' 32" W 38Z.5o' P w53 N /
2 N. 1/5 ° O/' /5' E. 49.54' �0�0 r 5q. Q X23 DI f. Vi N AC. CHEI�PON (TYPJ 5 + /5 STRAIGHT
3 w° /5' 03" 30' 4G. 21' RPO gt52.00 PCR ��� STD H E A D WA D- 32PE'B'
�W Q N. 73° /0' 32' W. 326.60 1 0 0 r '� e - -- --
Q CONST BA,P.PIC,4DES ('2)
ro 5 9 /° 48' /3" ,30' 48.07' P0. ! p2' � —g � ? PEP STD. DWC3 M -9
to -9 48' 13" 30' 48.07 +l 2 00 TYPE A" CL EANOUr 4 , 97.56 I
4 ` 4 7 N 73° /O' 32 W 300.03' Q I I P 90* BEND Z
J �Q 8 9/° 44' 57" 30' 46.04' ` Q i EX /ST G" STL. WATEQ MA /N- d - 9/ °�, 3,
�' VERIFY LOC,4T/ON /N FIELD
_ R � e I
h / * 25.60 TYPE '.'4" CLEANOUT 5� PRIVATE CONTRACT o
CO NSTQUCr TO MATCH EX /ST 30 "C.MP T COUNTY OF SAN DIEGO ll 7
W4TEP TABLE 2 SHEE L DEPA RTMENT
I S OF TRANSPO
BEAR ING d Q T L PLAN FOR THE IMPROVEMENT OF:
1 N. 73 ° 1 /O 32" w. 379.6'' w TREET
P L�N G L, � V�1
h
8 �~ S TREET COUNTY APPROVED CHANGES BENCH MARK /N SER !//STA J iii
No. Descript Approved by Date -- - ----- - - - - -- -
Q - -- 4 DESCRIPTION OC 007Z O.S P/ ST FE/1' OE Po S T
_ R o mmd°d for approval Approved
TOUPS CORPORATION � Z
05M/ RUNN [YONAAoSANTAfE RO FRoA/ENCINITA.S � "�" " - -- - FOR'PJM4SSMdN N
LOCATION: SUBDIV ISION ENGINEER DIREC OF TRANSPORTATION
Xj�C, ��„� __ BLYO. B6TWEfaV PEUC TREES 9'E WATER IYALYE - - -- - pC O
01REC Y r[ ACAW.9 PP_ 111955. ?P
- - -- ---- - -- - -- — WZ
engineers, planners, landscape architects .POBE� A�ES iPCE 2559,3 E.a +. r work: Ch k d by
2223 avenida de la playa suite 267 yo 7� J� ! RECORD FROM coavrYOFSA /EGO - - ___ -�
T. M, z 41
/ — 7/ �/ / fC ?6e0 Approval date Z
la Jolla, California 92037 714 - 454 -9162 �1 ELEVATION: 129773 DATUM MS'L GARY /P K 'm 3
Z - /� Z=
oArE
9/a9/r978
W ci
FILE N0. 5C7_0/4
11 tr'�c
VERFECT'PROPILE
PLATE A
RODNEY STOKES CO.
V.C. 100'V.C. P1. C. 1CO30
P102. 97.30 V
V
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/00 N'LY n $ o �, 8 $ g$ o
/O/ n�i /OO/V LY
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V N O�j U V
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95 N'c.r 95 1V'LY
,o 4. 2 5 °% /oo' vc Q 'N O 0 4. P. /.V.C. 97./!0 W
W
0 C1 0 Oc /8.96' /30.90' /1.7/'
4 1 Ex/�ST Gar�uNr� Q 0 N 9.46' 9.48' 1,3.09' 13.09' 13.09' 13.09' /3.09' /3.09' �C..09'
/309' /3.09' i3.o9'
A� i Or 0i of of Di + 0 v
90 /V LY j 0 + o� ° '110 Q / n M d //0 d //O d //0 d //O d //O d /10
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Or n n
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TOP OF 6E,PM ^ ^ 97
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/00 vc. i
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25'Y. c., 50 Y. C. P/. V.C. 97.30
90 3 t 90 ,sty
Q PROF /LE � 'E" STREET j
SCALES H0Q 1Z.1 11 =40'
VERr. /" = 4'
0 3 4 5 G 7 8
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BERM 8' T.46ULAT /ON TABLE
P / I
V
/ � l 3
� I
� 4
Q E 0/ 1 G d P T L 1. � h 5' 15'rORA1NAGE EASEMENT
N. /5° O/' /5" E. 4/4.48 1�1U�� �I Or h i
2 N
15 O/' /5" E. 9 W W
N.
3 /5° O/' /5" E. 366.7/ : U W t
�kl 5 33 33' 16" 1 20' 1 71'
G 267 52' 15" 28' /30.90' 8 2 SEE SHT. 4 �9
7 96' OI I�
~
54' J9' 00" 20' /8. � � 0 O .\'
�� 8 N. /5 -10/ /5 " E. 684.81 b e
r019 STO,PM 0,9A IN Q
" 3 SEE- SHT. 6 PPIVATE CONTRACT �
Q -- - - - - -
SHEET COUNTY OF SAN DIEGO 7 1
J I
Q D EPARTMENT OF TRANSPORTATION SHEETS
- - WATER TABLE PLAN FOR
THE /MPROYEMENTOF: - U
® 13EARING Q R T L J N
"EN STREET
PLAN COUNTY APPROVED CHANGES BENCH MARK
No, Descript Approved by Date /N SERENA I/CrA
TQUPS CORPORATION As- /LT" ru A DESCRIPTION O COO72 0.51P/ ST. FEN POST Recommendedf °r approval q -- —
plahhers, landsc architects �EET "AS- ljU /LT " � ^
�' pproved � Z
LOCATION. O.SM /RUNNLYONiAKp S'ANTAFERD. FROMENC /N /TAS FOQ RJ� y
(�n veers, p �' S& OdWO. BETWEEN 2El/C TF+EES 9 E WA '9 l/AtVE SUBD IVISION ENGINEER DIR ECTOR OF
TRAN
g — -- - - -- -- - o
222 ave ida de la playa suite 267 FO&E,9T C N S RCE ?5593 o /RECr�Y Acao c P °`///95 _ E 9 , k �
—
RECORD FROM CO gNT'y OF SAN D/E C70 ! G�, T, M. W W
e jalia, California 92037 714 - 454 -9162 �'-�" -�
/DATE ELEVATION: 129.73 DATUM: M.S.L A C.E,230a0 AP��d9 /ly�d Z
W '
FILE NO. o Q CL.
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OMFEC rPRMLE
PLATE A
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GRAS Z B "V-C.P nJN ® \
\ V /NE ~g -#7 ✓ NA 1 TURAz GROUND
95 /O'A.CR. \ NATGirAL SE SHEE X328 WrVAAl- L
6Rn11N0 \ 6� O I.E s/ \GRIDUNO \RS d
�h 4 d14 d,/4 Q14 \\� s• 0 I.E
G
� R /J
4E
1179 f/79' 1160 /1.60' Z \ 9� � � \ X0 O ° /NVERT GQADE \ moo /y Co � \
/ 00 � n n o /00 S I L K J o� \ A \ ~�`�� \c° o / X0 2 2 �'° r y8 � 60 C
(�•) h o) � ` O r \ \ � � '7 ` � SO ° � � � � X0.9 v\ \
98 95 S�GY h 8 0 SEWER INVERTS W TOP or ERM A� S5 '
TOP OF .BERM
TO OBE�PM GQ4D� \, O `
97 a� �,s °`° m �9sy °6 o Z h2
S[ Y BERN RETURN 3 + 25 P ec ,6
7734
PROFILE : MEADOWM/S T e 28 N ` / / 5 a Z� 60 SL )'
PROF /LE : BERM RETU�P/VS LANE O
�,3
SCA HOQ / /'y= 20' P=40' TOP OF BE PM I E
SCALE: f/OR /Z.
VERT. / 2 �\ VEPT /" = 4'
n / \
l� \ 3 4 S 7 SS SLY
a "VC.P SEWED TABLE BE/PM 9 748ULAT /ON TABLE
I I I BEA.P a Q T L ® BEAR ING A R T L
19 > 13° 1 43' 37" 200' 4792'
I I I 2 9' 46 , 30" Boo' 1361.46' / Al 74' 52 " 20" 70.00
15 '
I /8 3 38' 02' 40" 250' /x.00' 2 /8 /5' 47" 800•' /28.59 255.
4 N. d5 20' 47" E. 55.017' 9 38' 02' 40' 250 /66.00
1 16 5 44 14' 4o' 200' /5G.a4 4 N B5 20' 47' E 5500'
I I
k y
I I bl� 5 44' 14' 40 200' 81. 154.44'
5 W 6 90 06' 25" 30' 30.00 d716'
Z 7 N 74' 52' 20" W 2 1-91 ,
/8
A.0 CHEVRON �TV, � � a � Yd � 8 e 75 T 782 /25.70
' 4" ' 2a9 0,-' 5 9 38' 02' 40' 268' 92.40 /77.95
/6 4p
W W ' Q� 15 12 / 10 N 8 �' 47" E 5500'
5
4 4' 14' 40' 182 73.99' /40. 54
I I �ll� Qp p
/5 `� �ti /2 44 /4' 40" 2/8' 88402' !68. 94•
I / 5 m i3
3 85° 20 47" E '
I I c ti V) QC /4 8' 0 40 2 2 79.99' /5405
3 3
' """
/3/48 200.74
F
A6 N 74° 52' 20 W 22.09'
O + 00 MEAC70WM /ST LN
= 410002 'E.. Q �. I 4► 1
e9° 53' 35 3 07'
V /7 O 29. 4' 47
3
I N I °I ° I � 'O a /0 WATER TA
I I W I O Oc I /O' SEWED ESMT m\ W
I I � I I hl� d Im 1 1 4 5 5z
\ 5 - A R /NG R T d L.
a g �
I I j I °I I 5' SEWE/P LI "6" 15' 9 d \ \ %� t� / A/ 74 s2' 20" W
29.9/ '
5 SEE S H r. N 0. 7 S' 1 5 O # S\ 6 n P 2 N. 74° 52' 20' N! 22.09
I I I w w 5 a 3 /e /5 47 1 790' /2(0.96
I « _ 4 25 27' 49" //5.02
2 d $ /2 ° 4/ ' 51 " 200' 57.62'
G N. 95 ?0',47" E. 5500
3 7 J 1 1 1 44° /4' 40" /SYJ' 7724' /00.72' Z
4 S USE 6//2' P /PE LENGTHS
IaF31WATE CONTRACT p
COUNTY OF SAN DIEGO <
LDEPARTIVIENT - SHEET - 4 OF TRANSPORTATION I _ S SETS V
\ - — -
�/ PYAN FbiP THE /MPROITEMENT OF: - -- — -_- � �
a
all PLAN ME•4D0WM 1S7` ,LANE h
mEAoowm I vE COUNTY APPROVED CHANGES BENCH MARK
No. Dett Approved by Date /N SER l/ /STA -
A 5 ✓ V /L T AS �(/ // T" PV.oved
�� DESCRIPTION.. 0072 QS / ST. F ENCE POS Recommended for approval: A _
Q
l A /!�/t M! Z
FOR RJ Mq SSA.�q /d N
LocnnoN: (25dNR0'N NLY cw RP1, SANTAF -r#V , ENC4V/TAS SUBDIVISION ENGINEER DIRE OF T RANSPORTATION
� 0
, ." ' J/ �. RCVQ tFN P E4 rMerS 9 E /YAMR YAL l�E — — — i= =
�iI �.}6n .0 -- O /Rtz• ) =///9552 ?_ _ _ Env +wprk cne�kedt LAJ
ROBERT C, Y E S R C E 25593
RECORD FROM: COUNTY OFS,41YLW60 _ _ / ti T.
Q Jam- Approval date
ELEVATION. 109773 DATUM: L.•- ��Z2�� �3' 0
DA TE GA Y PSiti4 E.230B0 y /�y //9��
W LL
FILE NO. 567 -014
aPERFECT•Pnonu
i
PLATE A
RODNEY STOKES CO.
" N
TOP OA 9ERM
a O 24. //' 182.27' 2561'
P. / PI C. 49.90 o
p b h ,� TOP Oir > d12 d12 0114 d /14 0114 d/14 JIM 0114 J114 a /Af //4
d//4 114 0114 114 d 114 12 d/2
%4 h BERM Ci + / ?.05' /206' /3.02 /3.02' 1302' 13.02' 13.02' 19.02' 13.02' 13.02'
13.02' /3.02' 13.01' /3.02' /308' /9.02' 12.81' 1280'
ss IV 04Z r h S.SELr N , ' °v o
O S : h 41 Li
9 n
Q p Q �> O Q I � I j p 0 rop 00 ,,� t p 9ER
1 ) ai 111) 1 I.
Vs Zj �WW CILI
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.� "X /ST ISROU/V/J v Q �+ n� k b t t \ R = /
f Zx
6O z 0 6 ,� GRADE �' v Q V O O h : �ro ¢� GRADE Q p •S'O EL r h b a m � h
55
Q EX /ST GROUND 7
h Zn NUv, L4 6 (� P. /. Vc.. 49.95 V v
e y �ti� @ >� � t PROFILE CUL -/SE -SAC MEADOwmIsT COU�PT
y ^ ° s : o n
W e ho a > u O
4. c ` h h 3 1 ' O /56.09' 40.29'
Q` /
a X 4 ,p. /.O % d 112 d 112 d //2 0112 d 112 0112 0/12 d //2 0/12 0/12 d //2
d /1P d/3 d13 013
TOP OP 6 "A. C. P. /,/, ` r i
5o 6 0 /I L �� O, 5O Q` f o 13.0/' /3.0/' /3.0/' /3.00 13.01' /33 0P 13.0/' �00' /3.0/'
13.0/' 13.01' 13.00' 1343' /3.43' 13.43'
V 41. �O. j X I6.
cL7Gb'- B" V.C.P F, V M ti _Q1,
V
� ,0% � \ �� �� �� �1� � 70PO f3E
/ 96 �f
0.80 ° O _ . `�.
2/3.00' - � 6 CIO �' n ti � ^ 'ti ti b Ci
f, if • b 270.. 5Q' /O A.C.J° �� ti SEWEQ L /NE "A
lz r p o _ e "vc.q ;`► o n h h h h h n n h
@ /o °= , W SEE SHT, 7 0 o h h h b h d o .S2
SEWER /NVERT C3QAOE 0 * v ` h tp
n . a POP /oo' V.C.
8 � ® a Q S
AP
6o s t r W 5°D ! L r ToP P ° 55 W'LY PROF /L E CUL-DE-SAC SAC MEADOi� NISI L ANE - ��
TOP OF ,BERM BERM I Q
* N h h S O 40.38" SCAL ES ` v .PT. / 2 O ✓
in
60 gyp O� d/4 d/4 I d/4 d/4 d�4
Ilk
o h \ BEAM d 4
.h
cvu
50 w Lr TOP
0 5.9 A_
h 5'9 R ,
5�'slr ��
BERM h g \ 58
PROF1L E: ME.4,DON/M1sT COURT
�°ROF /L E• MEA,DOINM /S T LANE o e ?6y 57 � o
SCALES vERT. 1" - 4' SCAL ES r 11OR /Z. 1"=40' NZ r RETURN 5'L r RETURN
O 1 R 7 8 9 /O 8ERM RETURN PROFILES
13 BERM' ig TABUL ATAN
'" 5 ' ® BEAR /N6. d R T L
45 S EA CL SEWER r48L °
ASSEMBLE' / 89 24'1 200' /9795' 31209
I
f15.0 6-70 , E.A 2 4B' 57" 182' /22
3a' , 21542
/0 AC. SPILLWAY 8PING A R r L Y7 3 76. ° 56. ' 17 30 23.84 40.29
,
/ /o° 26' 23 ?00 3� 5�' 4 233 20' 43' 38' 156.09'
2 r 3 00 + 13 2 77 ° 30' 10 ° 200 z7o 54' L r 5 6 a 00' 45" 218' 14 709 258. 78
3 J2 /2' J4" /000' 21300 6 /2 /Z' 14" /,000' 106.91 P /3.00"
A 4 N. 6.2° /6' 09° E. 20.6.1' 7 8/ 41' 26" 30' 25.94 42.77'
5 Al 38' 59' 57" E. /0.00 Rr 8 6° 39' 07" 9B4 57. /,g , 114-24
9 45 55' 04' 30' 13.G5' 25.6.1'
RiR /O 274.49' 49" 36' lB227'
02' 40" 30' 12.75'
12 o6.° 59' 40" 1016' 62.09' /24.03
o 13 77° 07' 24" 30' 23.92' 9 •38'
t 7
/4 11 �
� 6'€` 10 "4.CP. W.4TE/P TABLE
Gj(1.1i/ ` S /O'SEWEP ESMT /
p o . va 46,4,4' 1N6 d R T L
laaj3 �' W W 5 S SEWER LANE wQN / /3 ' 22
" x/90' 22.50' 44.79'
30
'
AC. SPILLWAY SEE SHT. NO. 7 z o7° s3' 23" X190' 13.10' 20.16.'
5
K' ' i° 3 I a N 0 ° GO° 59' 03 "'x /90' 202.23'
4TE�P L /NE / 00 03'
S w 43.72'
N/1
5 _ ' 53 990' 1/
��� 8
SEE &r II/O. 7 s a 47 103' 22/14
i \ S �o N 6.2 !G' 09' E. 20.00
W A / ` 11 20 WATER EASEMENT USE 6//P' ° /PE LENGTHS
15 Q
Z
� � � Lk
Q O
v �J 6 .i -07.54 = f
PLAN /0 L 54.04 sE WE2 C /NE
/ M N. # 2
9hi� 1' 2 J 3
MEADowmlsr couRr �' ,� ,� �� 3 UG O
PRIVATE CONTRACT �
I
°� q \t, Q� COUNTY OF SAN DIEGO
SHEET - 7 Q p,
�x D E P ART SHEETS
M OF TRANSP `V
�O
PLAN MIr THE /MPROI/EMENT OF: - - y Q-
�A�� X`� 5 MEADOWM /S T LAA E g' % ) h
COUNTY APPROVED CHANGES BENCHMARK MEAUOWM /ST COupT -
No. Deuript Approved by Date /N SE FERNA l / /S TA J
Jo"N AS A // // � DESCRIPTION CC 00W OS /P /NCONC ST FEA/EPt�
V L � i-.- FR M mmmd for approval v
: Appro ed
-- - " - - - -- / -°Laws FOR QJ, MASSM4N
LOCATION: 05,w1.PON NLYONRNO SANTA rMP XiR7NENC1At1rAS SUBDIVISIO ENGINEER DIR OF TRANSPORTATION y
- cm oo wm lsr LANE O /rIECTLY ACrti' B AC DE73 BUC TREES
9 E »" TE r (/AL ►�E - - - -
9S eP PPa ///gSSP P_ Engl r , 4f work: Chxke W
by T -- - - - Z
RD,BE,PTC AWES RCE 2 .55 9 . 9 RECORD FROM.
Counrn of S.v v O /EGO I A4
LAJ
ELEVATION: / /�, T M Z ty
7 Z`' 29 773 DATUM: IYSL Approvalda[e� �����/ 0 0
1JATE ,* rr PSXA E29OL0 /ay 9 d 2c _
a
FILE N0. d67 -o /a
A
*PERFECT'rancru.c
PLATE A
RODNEY STOKES CO.
I
i
r
Z
0 W JCS
�W �QQ �
h I
upo�o n
/ Zr
FINISH GRADE � Olo
P P n OVER P /PE
/ /N. COVER
REGRAUE EXIST. 90
O
EAR
* 3lo TH CHANNEL
.4 ` OF P /PE
2 -7 3 00 2100
F /N /SH GRAOE
Q
OVER PIPE O J
W � Q MV fry
Q R ORIGINAL. GROUND
2.0 W a� OF P /PE 1
O I y W y /' M//V. COVED
W
W
O � p0,
PIP- .PgPENEVIG � ORIGINAL GmP UIVO
p 1881PA TOR, Lfi) OF PIPE
so STD.pWG. D - 4 PR OFILE: 9 2 � SrREEr STORM 0MAI
4 SCALES HOR/z. I' = 40'
VERT. /" = 4' IC
CC. GRAOE 720 ORA /N
LASS 6' CON
@
CUTOFF WALL to M /
/M//V.
o z 3 a s a 9 to
I
I
i
L
h s
i
1 3 14 /G !7 18 19
2/P -RAP ENE�AiY ,, D /S9/PATO /5' STOR
STD. DWG. 0-40, LENGTH = 25' /5' STORM ORA /N DRA/ V ESMT
CLASS I/4 TON 6" THICK BY 3 'DEEP ESMT
CLASS B CONC. CUTFF
O WALL DOWNSTREAM � ?a 2.
n I
�v.00 -- 3G" C /.RP 375.00' 3 G ° C. /.PP 273.00' -• 3r" C. / .PP
Su80 /V /S /0N 80U/VO.4 r9Y
„ ,� T P
N 3'BERM OPEN /N4S
O f 25.0 0 X 7
n 3 fY� ^ CONSCC. 0/T H
k STRA/G/IT HDl4'L -TYPE CLEANOUT 9TH STREE N N
B STIJ. 4WG. /� 32
* 25 TYPE A" 9 +00 TYPE 'A4
CLEANOUT CLEANOUT // + 73 STRA G T
- t/DWL TYP 'B'
5r . DWG. D 32
Q
I
PRIVATE CONTRACT p
SCALE: /1, = 40'
SHEET COUNTY OF SAN DIEGO 7
I Lo i lEPARTMENT OF TRANSPORTAT J [ SHEETS , (�
P[AN FOiP THE /INfMDVEMENT OF
.9 STREET rN sromm oRAl 9 simEEr f
STORM ORAI �
COUNTY APPROVED CHANGES BENCH MARK I NSE,PEN, 4 VISTA
No. wC p Descript Approved by trDate7 DESCRIPTION: OC 007P US / P /N L t9NC�ST FENCE �S'T -
--- — - -- Q
"' // UU /L T i / l
R e omm Mded for ap ,oval: Approved _ I
5 - f3 U/L T , y �� - [
p'�FC�SDS FOR QJ. M4SSMAN vJ �
LOCATION 05M /RUN NLYONRHO SANTA FE RD fifON ENC /N /TAS SUBDIVISION ENGINEER DIRE OF TR ANSPOR Ta noN
^L BL TM' �y 2 C. TREES ! E iVATER VALUE _ _ —
- - -. j`ja/jI+✓ DIl7ECTLYACS9Pr! //95S __.._ _ Engin ork:/ Checke b —T T / —►,/ W Z
, 08ERT C. HA NE R.CE 25593 RECORD FROM. COUNTY 0A - SAND /EGO GL /. A4. Z Lu
/29.773
ELEVATION: M.sL Approval date 7/��' O
DATUM: __ --
' GA,t a5 CEZS J /,7 �/97J' • z =
DA E - --
W a
per p', 9t•
FILE N0. &97 0 /4
q! J
'PERFECragonu
PLATE A
RODNEY STOKES CO.
Q �
�
it Q v
u
J
�+� v w v LU
0Q0UN0 LINE W Q, Z GQOC/N O L INE 8
N, @ PIPE q Z J
@ � PIPE �� O
�\
6
!
40 S ` "v— _ _ TD,o /D ° "� �\ V N 40 aO
W 2.p7y r -�
• � I N � - I
I '-'� L
SEWER INVERT 0APA/JE
SEWER INVERT GRADE I O
W - I W
\ - I
330 30
a PROF /LE SEWER LINE "B "
I
m
SCALES: HOR /z . 1 "= 40'
WATER L /NE W A 0 , �; T
VER. 1" = 4'
W
PROF /LE: SEWER LINE "A' 0
SCALES N09 141' =4
VERT. 1" = 4'
6 5 4 3 2 / O ,3 p / O
3
/0
m ag �0�
00000 I
6t 7B, 9/ A 47,a e L
5:' 9t8 MEAAw41m1ST L ANE �E: ` I
4 PT 4 37 °SS'/8" P
v EX /ST SEWER
EASEMENT SEWER TRUNK 2
z a M. H. #1 I
O
+60.35 p>`4792 EC. � O (
I p
Off-00 L1NE "B " =/tB8.52
l� Ctr M. N. *f ? - 54.410 L/NE 4 2 t 79.C(o PL UG I V ME.4.00 VM /ST LANE
/0 +0754 MEADOWM /ST LANE �' '
h 35 A01 N0. 6
/ O N. /5'07 "E. 22/.54'
�J �G N. 51'00'03 "f4! 394.05' B ASEMENT — =rte - - -- — - C �
N /5 I
n _ - - \ /0.00' K0' SEWER R- 200'
•' � /, 155.92 {'Ywr" L /NE A�� EASEMENT L = 47.9P' I
I` X31 2
N4 /7 03"W. 37� CO 0 . CAP ASSEMBLY A1N V /
y° B. O. SUED /V / S /ON E CT ro E e1 + 26 EX /ST /5" C.P SEWER
BNDRY FOR FUTURE CO 0j /NE A-11 E � L Q
0 ?0'FYATER EASEMENT DEVELOPMENT p0 O ✓ENHA /N
n ,VI
/ 0 M H. #7� �V M
8 S 1o� N pA sE I
7 �.� Np styEET
� I
8 i
r W PLAN
SE WER LINE ��
'
ALA PRIVATE CONTRACT p
COUNTY OF SAN DIEGO
EWER LIVE :4'' SHEET '
7 DEPA RTMENT OF TRA J I __ SET
W14 TER L 111 - I - - -
A l' p PL4N FOR THE IMPROVEMENT OFD
WATER L/NEiQ;
SEWER LINES AN 4w a"
COUNTY APPROVED CHANGES BENCH MARK IN S EREN. 4 VIST W
- -- - -- -
No Dexripl approved by Date OC 0072 06 / PIN CONC. ST FE FYJS -- - - -] ZE
-- - - - --- DESCRIPTION. - _
// /i �4S - .BU /LT' �
+wm -,. ;�0(jr � Raco mended'tor approval: Approved
TOUPS CORPORATION AS- BU /LT �y _ ��A
0.5 M/ RUN NT.YON OHO S4NTA FE RO. FRCNV_ ENC /N /— R. J. MASSMAN N
engineers, p lanners, landscape architects // LOCATION 7AS 45LVO, aCTI'VEEN 2 EUC TREES 9' E WATER SUBDIVISION ENGINEER
DIRECTOR OF TRANSPORT 0
/ Y t P � ( VALVE D /.9ECTLY AC.90SS PP . /// 955 2 P
/ — _ En9i r two+k: / Chec ed Y T - -- W Z �
1% 2223 avenida de la playa suite 267 floBER c. HAY R.GE. 25593 RECORD FROM COUNTY of SAN 0/EGO vC�
T.M. 1 Z L"
la jolla, california 92037 714 - 454 -9162 �� ELEVATION /29.773 DATUM M.S.L. Approval dare 3(i ?2
— � m = I
t' 7
DA TE R. 23080 9/,19 /99d Z x
W d j
F� FILE N0.
a
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