1988-8033 R (Plans) WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE
DONE ACCORDING TO THESE PLANS, THE CURRENT SAN
0\ DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
GENERAL NOTES N SPECIFICATIONS, AND SPECIAL PROVISIONS FOR
IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD
REFERENCE DRAWINGS .
1 . A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF /00' t!C. a P./• /Of50 W Q
PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT-OF- pj' fZt/Q PLEL.1lo0.5! Q QO
M P./ EL. 159.47 � m ' �N LEGEND.
2 . THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN /8®� M Q O U
DIEGO COUNTY STANDARDS AND AS APPROVED BY THE O_
MATERIALS LABORATORY. ° Q Q� PROPOSED CONTOUiT /SO
3 . APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT V Q W FX1197111/6 CONTOUR
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF
O Q � O
F/L L 62 :1,)
THE PROJECT BOUNDARY.
® a0 K O\a In O O O O C9 .t 15' /5° CUT Cz
+� O OOj h O o r� O .; P/>'OP03ED ecEVa�/oN3 /60°
4 . ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 170 N y � (�I O O O O
SHALL BE CONSTRUCTED CONNECTED AND TESTED PRIOR TO (b-40)
CONSTRUCTION OF BERM, CURD, CROSS GUTTER, AND PAVING. j ( ; ; II jR�j�,C/C+ BA�'R/ER 2° 12 I�'
2r A1P-RA® N
® 1" 00
5 . THE EXISTENCE AND LOCATION OF EXISTING UNDERGTOUND v W I ®1' 162.56 TW. 'rKvAP R>'sT -rtntquu
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A ° 2.:33` �� /00 YiQ. STORM INUNDATdON
SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR '723% 2 /�3. �¢2 T. GI/ 5
KNOWLEDGE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT ���� s Or 5�� / D•S t:../�®
/ HRFA
AS SHOWN ON THESE PLANS . HOWEVER, THE CONTRACTOR IS , ® — /C0 W/NGW,4LL —� V1NGW,4LL. W/NG� 0-TYPE- M-4,0WALLS
(D-3S}
O.a7 EX/ST. EDGE OF ,�gVEMENT
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT �— / 4,
ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH PROPOSED 4 ROAD Z* \9
IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS . 2/ I � �
—�—EY137. GRADE ��'° / LEGAL DESCRIPTION
6 . LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK /�® II'> h �� °° g
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS \O/ \ / a °C° a z1ors
/�'2, SEC. 8, T®3 S,
PRIOR TO CONSTRUCTION OF NEW WORK . CONTRACTOR WILL ,�j� ,y ' q4j ' R3Wj PCL. 3 085-0029.
MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF 2.Jr 1F, \(1, \(� ,APN 264-24®-04
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS 5 SITE ADDRESS
L+ C+
ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING � i F1 0✓!1 G J J
FACILITIES.
7 . THE CONTRACTOR SHA" PROFILE SECT/ON A-A LONE JACK /?A
L NOTIFY THE SAN DIEGO GAS & ELECTRIC
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES $CALEB HOR/Z. 1 = 40' SCALE /"=/O' ENC/N/TA$,
CA.
AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENT-
ATIVES . /" =B°
ATIVES .
OTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS DANIEL W/EGAND P.®.L3®X .S'/5
PROJECT ARE "UNDERGTROUND INSTALLATIONS" FOR LOCATION OF
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES ENCINI TAS, CA. 32024
CONTACT SAN QIEGO GAS & ELECTRIC COMPANY, TEL. : 800-422-
756-/r293
4133
8 . THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENT-
ATIVES . h//NGW.4LLS
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT + APR®N
BOUNDARY ARE "UNDERGROUND INSTALLATIONS" FOR LOCATIONS T I THIS WATERCOURSE PERMIT WILL DECLARATION OF RESPONSIBLE
CHARGE
OF CABLES AND APPURTENANCES CONTACT THE PACIFIC O°,4j�' ,:a•ov Zw'•:';.. •.'° �gopO /
TELEPHONE COMPANY, TEL . ,. 800-422-4133 �° �' ° O� °' > ��° NOT COVER ANY CONDITION OF
o (�
9 . IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO DQ°Q DD 45'ar7 D °� THE FUTURE TENTATIVE PARCEL
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE 0 o O J (� r 11 MAP RESOLUTION. THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER TO DESIGN OF THE
PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, 0 o JO� " S° DO 3® 0/OI 46 PROJECT AS
DEFINED IN SECTION 6703 OF THE DUSINESS AND
IF NEEDED. l� /
� ° o ° ® � °� PROFESSIONS coDE, AND THAT THE DESIGN Is coNSls'tFJV°1° WITH CURRENT
nn STANDARDS.
10 . ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE �O�/\�� \�
"UNDERGROUND INSTALLATIONS" FOR LOCATION OF CABLES AND OoO I '
APPURTENANCES CONTACT T.M. CABLEVISION, TEL . : 436-3693 ,z, iju/�y I / I UNDERSTAND THAT THE
CHECK OF PROJECT ' DRAWINGS AND kI SPECIFICATIONS BY T
7 HE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW
ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
11 . POWER SOURCES AND RUNS SERVING STREET DRAWINGS .SHALL BE 15 RESPONSIBILITIES FOR PROJECT DESIGN.
SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS . ALL CONSTRUCT 8.34' HEADWALL / / � �.
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-
OF-WAY, OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF WITH 4691-UNGWALLS AND / I/ BY � 7
SAN DIEGO. / TON RIP-RAP 2.63' TiPAFFICBARRIER ON ,�` / DATE
/
DEPTH 4.3' TOP PER STRU VANE
CTURAL RICE No.
12 . SLOPE RATIOS : ^ it or ENG/VEERS PLANS. ®® k q 11 Cv'i -- 1 1/2: 1 FOR MINOR SLOPES; 2 : 1 FOR MAJOR ®F TA
IL, A .Q/�� (7 / Ly,
SLOPES NO SCALE 12 ®=3 °403_ „ � \ ^h • _ cD`C 8�,
FILL - 2 : 1 Slopes Deviating From The Above _ � — ✓Ed/OLLD�id�?Q OWNER ` S CERTIFICATE
Will Require Approval Of The / /7.gs
Director Of Public Works After `�
Review Of A Report From A Soils I 2:, ° ° S/TE AnICH IT IS AGREED THAT FIELD CONDITIONS
MAY REQUIRE CHANGES TO THESE PLANS.
Soils Engineer . /I� p
Cr I 53 PR/DATE i FoRr�^I iT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL
HAVE A REGISTERED
EXCAVATION �': - C.Y. 1 �2g I 0 JACK CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS
TO THESE
FILL : We C. Y . / fl q�, DRIM" IAYPERSTD. PLANS WHICH THE DIRECTOR. OF PUBLIC WORKS DETERMINES ARE
NECESSARY AND
�I SEE DETA/L .4 o o ° , DAVG 0-14 GON DESIRABLE FOR THE PROPER COMPLETION OF THE IYfROVEMENTS.
Y. A Separate / �1 ° ° ° ° �° o �"/` { E I NjJACK ROAD EL C ,y'� Q SHOwNEON AGREE
Permit Must "Be Obtained For Waste Or Import N / o 9
i1 ° F OF-WA}' WITHIN 60 DAYS AFTER ISSUANCE OF THE CON-
001 N / \ ORTE STRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY
SPECIAL CONDITION : IF ANY ARCHAEOLOGICAL RESOURCES � 1 �� ®®'
ARE DISCOVERED ON THE SITE OF THIS GRADING DURING / v / I I �@ IRRESPECTIVE EVERY NORMAL WORKING
.- DAY UNTIL COMPLETED,
GRADING DISCOVERED
IONS, SUCH OPERATIONS WILL CEASE WI P,4L/�1 TREE / �I Q�® ��9� IRRESPECTIVE ANp INDEPENDENT-
OF ANY OTHER WORK
IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE O TO REMAIN � � ASSOCIATED gllT HIS
PR JE TOR UNDER MY CON L. '
DIRECTOR OF PUBLIC WORKS OF THE DISCOVERY . GRADING /� J� Ci/ �® �1. A I
VICINITY MAP
OPERATIONS WILrt, NOT RECOMMENCE UNTIL THE PERMITEE � `�� � OWNER,
D L$L NOT AUTHORITY FROM ,THE DIRECTOR OF O OS O° /1/ATE ESMT. 1 \ / N.TS• ® '
HAS RECEIVE / ADDRESS: P. O. [30X SI5 N IL�LITAStGA 92024
PUBLIC WORKS TO DO SO. /
N®' 29577 ASSESSOR'S PARCEL: 2G4 240 - 04
2" !
12'
\P` PLAN LU
SCALE : /"=40' �\ / z
PRIVATE CONTRACT
z
PREPARED BY: PERMITS SHEET [7DEPARTMENT COUNTY OF SAN DIEGO LU
TYPICAL X SECTION PASCO ENGINEERING f OF PUBLIC WORKS SHEETS
NO SCALE REZONE PERMIT NO. y�q Q Co
J3,5 N. HIGHWAY 101 SURE A GRADING PLANS FOR: _
SOLANA BEACH, CA. 92075 SPECIAL USE PERMIT NO. N/A N
TEL. 619-259$212 GO
TENTATIVE MAP NO.— _ TM 8�'Il5 WATERCOURSE PERMIT ¢� ,
r nti ` COUNTY APPROVEO CHANGES BENCH MARK /�-
I CALIFORNIA COORDINATE INDEX : 1701-32G LI
4i No. Description Approved by Date _►
DESCRIPTION: OC 0073 - C,4I SLR. TOP .o MA,�KEO Approved GM. MOWMAN Engineer of work' Q (�
CULVERTS TO 80,Y Qom„ I%�' WISTEEL FN. PST• DIRECTOR OF PUBLIC WORKS Pat,o�a z
LOCATION: SW COA'NBR /NT. C4. CAMdNO DEG All B�' R.C.E. , a-ZI- to
\ j f RHO SANTA FE RD. 23'N. RSF�'60'S E.CAI. g a�
--- SAN D/EGO CO. 1/ERT CONTROL DATUM TM $g-I I S = BE
RECORD FROM: LI
/�° Q s 7 Grading P O�•J'°
ELEVATION: 19.476 DATUM: V S.C3S. / �— Pvmit No.___ _
Data ra C
W d
FILE N0. PE-0_"
8033 R
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EXCEPT AS NOTED
oars i I �+.� a G/Car I/e'.frca /
I 1 � b 0 C. c O �n+n a rpx
5b'"j L" ( Z PRIVATE CONTRACT
PERMITS SHEET CIrry , OF EN/IV/ms
(�
�+ le,- 14 69
DEPARTMENt Of PURL/C IJORKS
SHEETS
f1i/ o�Jt Y rn c/ , REZONE PERMIT NO. N/A 4 / ,
° y �, •� SPECIAL USE PERMIT NO. N/A /NAMCR000RSE PERMl7"
i_ j3o o rb TENTATIVE MAP NO. TNI 88-115 BOX C/���/[�T
Sp�G ars I /c v 14e. s8 J /L �" 2 ' 2 " CITY APPROVED CHANGES BENCH MARK LJ /� CIA V� 7
`I CO I �_ s-ysgsinr � ,,�n•�. I- CALIFORNIAGOOROINATEtNDEX 3C.�0 '�7D�
/ No. Description Approved by Date CITI' EV6(NEER E"e"'°' " .kME
-8-_° _ _ ' d 9= DESCRIPTION SEE �NEET 1 fix wi z
„ + i LocnnoN: R68ERT A. AIARREN Ra29814 0
,t S C •e-a vs
'SL
L l /QN y lG ~C SECTION S RECORD FROM: Grading- S73°IIS = W
l o%/ WP-045 1 cPs o
--- ELEVATION: DATUM: �-3.0 Permit No.
FILE N0. PE-98
8033 R
i
'—�- -- GENERAL NOTES
!REINFORCED CONCRETE CONCRETE BLOCK MASONRY
, ,, , ,
1. Concrete shall have a minimum ultimate compressive 1, The concrete block masonry shall be hollow load-
�r -�' G = J
f� strength in 28 days of f' c = 3000 P.S.I. It shall bearing concrete masonry units, normal weight, in
sk__f ° special with ASTM C-90 Grade N. They shall. be ;y
be placed under special continuous in oection by an
y laced under ecial continuous inspection b an
2- I5 bar \ j 8 inspector from an approved testing-inspection labor- p P y -
- story and shall be paid for by the Contractor, inspector from an approved testing-inspection lab-
:
oratory and shall be paid for by the Contractor, 0
„ s .l 2. All reinforcing bars shall be deformed and shall
/�
—r - T� s3i� 1 o �s ; I I \` ---
! j — = — meet the requirements of ASTM A 615 Grade 60. Un- 2. All mortar shall be type M with flush
joints.
bas
( -- -�— less shown otherwise continuous bars shall be lapped
3. All grout for the 16" wall shall be laboratory
fdoYiZ., #S ,sPaCed I � i. � '� ! 30 bar diameters in concrete and 40 bar diameters in
a5 iShown + verf Nears -Faeel�'`(' � O.C. designed for a minimum strength of 3000 P.S.I. in
f concrete masonry with a minimum lap of It-6".
28
t 1 FAr? Face 4 @24�o C. 0 days, Three (3) test specimens shall be made
3. All welded wire fabric shall meet the requirements of for each days pour. They shall be covered and kept
cq ASTM A 165. Lap fabric 8" at splices. Care shall be damp on the job for 48 hours, then stored in the
i I
taken to insure that the fabric is in the center of laboratory damp room. One shall be broken in 7 days,
the slab being reinforced. another in 28 days. If these meet the requirements,
I the third specimen may be discarded. Copies of the
A j 4. All reinforcing and fabric shall be fabricated and
test results shall be sent to the Contractor and the
j placed in accordance with the 'recommendations of the
Structural Engineer.
American Concrete Institute (ACI 315) and (ACI 315R)
and Concrete Reinforcing Steel Institute "Manual of 4. The grout for the 8" and 12" walls shall be in accord-
Standard Practice", ance with Table No. 24B of the U.B.C. with a minimum
strength of 2000 P.S.I. in 28 days.
5. Provide 3/4" chamfer on all exposed exterior concrete
HMDdeAlL corners. 5. All grout shall be placed in continuous pours with a
i 74 �Q/TS
2- �� C r'��� �,.J e maxunum height of 4' . Anytime a grout pour is stopped
/ 6. The hooks in the slab bars may be turned from the ci
C-1(57141G r2 e for more than e hour it shall be stopped 1211 below
C�' on
vertical to provide the required clearances top and the top of a unit. This also applies to the top of walls
� ¢ ¢ pos / jF bottom.
N ' / over which a concrete slab will be placed. Tops of other
0 ! �, tcr lGbr,cc�37n,� 7 . Wall Drains - Backfill and drains shall be walls shall be grouted flush with the
top of wall. Grout
installed in accordance with the letter and
- 0/ Z "G figures 2 and 3 addressed to Bruce D. Wiegand, shall be consolidated by mechanical vibration during
+ I ; Inc. , from San Diego Soils Engineering, Inc. ,
e I is � �> dated August 24, 1988 . placing and reconsolidated after excess moisture has been
1 � N9 sw/kit
P T Q 6-0- absorbed but before plasticity is lost, approximately
I g, All e[rts 344 , t.c� v cc� st,rho c es �.o�l� 5 or 10 minutes.
II AU C04I662 Ci WiSw p Wi� 0. N-�U q0C?k-tac,� S4w.q—
ro SE RW&H Vev.-eA-. 6. Vertical bars shall be fixed in position at top and
AND PRE55URE
TREATED
bottom and at intervals of not more than 192 bar
1
diameters.
�®S
va "
yExr, 141 <
f®r JA
y l �
K
G V R � SCALE %2= 1, Orj
PRIVATE CONTRACT
PERMITS SHEET Clry Oi E /TAG
AG e DEPARTMENT OF PUB[/C i4oRK5 sH` Ts
REZONE PERMIT NO. NIA ,f PERMIT
SPECIAL USE PERMIT NO. 41A WATERCOURSE / ER r/T
TENTATIVE MAP NO. TM 8$-115 BOX CUL INERT
CITY APPROVED CHANGES BENCHMARK
No.
CALIFORNIA COORDINATE INDEX Description Approved by De ME
N
DESCRIPTION: 5EE SHEET 1 CITY ENGINEER E"y;^� °'w "' z
ROB��E77RT A. WARREN RCE M14 ���
LOCATION: �.' 1 ��_ `1 W O
w Th O us _
RECORD FROM: cndirp WP- 0451 Lai
►d/�/4� Permit No. co O
ELEVATION: DATUM: — -oat* Z =
W CL.
FILE N0. PE- 98
8 033 R
3