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DwGn NO. DRAWING TITLE
' F
.COVER _.SHEET_
C -1 'IMPROVEMENT PLANS FOR OAKCREST. PARK DRIVE
# F
C -2 IMPROVEMENT PLANS FOR OAKCREST PARK DRIVE
x--1 '.IRRIGATION PLAN_ & _LEGEND - � i
L = _1 :PLANTING PLAN & LEGEND
E =1 'ELECTRICAL PLAN & DETAILS
F
PREPARED _ - BY
VICINITY MAP K d%ovasak i Theil & A ssocia t es ,
l andscap e architect LEUCAD A
th Aven
S9n Di
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PARK 4
BITE i
M CONSULTANTS:
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• NC A E !TA
j civil W
W J p
z Rick Engineering Company IL m N
1
5820 Friars Road
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SANTA FE DRIVE
San. Diego, California ❑❑❑
PACIFIC
ENCINITAS
J Electrical
6 �
O C RAN Ir
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Brown & Zammit Engineering, Incorporated W >_ o
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N 4440. Ranier Avenue -
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r-4 ° �`c San Diego, California - ( � W
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C.1 W W
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DATE: 4G 143el
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f AT NO. REVISIONS APPR. DATE DESIGN DATE LOCATION -- SCALE SHEET
DEPARTMENT OF PARKS AND RECREATION DIRECTOR PARKS l3 RECREATION
, `�
NONE
n L� KCREST PARK NTAS
_
! "" ���
EC
DRAWN TITLE PROD. NO.
CO U NTY OF SAN D FOR ENGINEER R.C.E 10358 CH EC KED TITLE SHEET
5555 OVERLA AVE., SAN DIEGO, CALIFORNIA 9212 _e
DAKCREST PARK - PHASE I = ENTRY ROAM. OF -
RS 2260
GENERAL NOTES
1 . ALL MAJOR SLOPES SHALL BE HOUNDED I N T O EXISTI -
WORK TO BE 1) 0 NE
TERRAIN TO PRODUCE A CONTOURED T R A N S I S T I O N FROM
CUT OR FILL FACES TO NATURAL GROUND AND ABU TTING THE IMPRO -
CONSIST OF THE F OLLOWING NG WORK TO BE DONE ACCORDING TO THESE PLANS AND SPECI F f CA-
C UT OR FILL SURFACES. TI OHS, INCLUDING THE STANDARD SPEC1 FI CAT E DNS AND THE FOLLOWING STANDARD DRAWI
NGS.
2. NO TWI TH S TANK 1 NG THE MINIMUM STANDARDS SET FORTH OAKCREST PARK GRADING: GRADING SHALL CONSIST OF THE CONSTRUCTION
ON THESE PLAN N OF ALL CUTS AND FILLS AS SHOW n
IN THE GRADING ORD I MACE AND NOTWITHSTANDING THE AND OUTLINED IN THE EARTHWORK SPECI FICATIONS AND IN
CONFORMANCE WITH SAN DIEGO COUNTY
APPROVAL OF THESE GRADING PLANS. THE CONTRACTOR STANDARD DRAWINGS DS -8, 10, 11 AND D -75.
IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO
THE ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE E A -R T H W 0 R K S P E C I F I E A T I 0 N S
ON LAND SO CLOSE TO THE PROPERTY L 1'NE AS TO EN- GENERA
DANGER ANY ADJO INING PUBLIC STREE SIDEWALK L • I M P R .0 V E M E N T S
ALLEY, FUNC Of ANY SEWER DISPOSAL SYSTEM OR 1. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A QUAL fFIED � � �I ���
� � -�- 11 f! 1r
sT0. DWG. SYMBOL
ANY OTHER PUBL I C OR PR VATE PROPERTY WI THOU T SOILS ENGINEER. ALL AREAS To BE FI LLED SHALL BE PREPARED TO r� l> f � --•-�
-�-��J fi TYPE G CURB AND GUTTER - - - - - - - - - G_2 _ _ _
SUPPORTING AND PROTECTING SUCH PROPERTY FROM BE FILLED AND ALL FI LLS SHALL BE PLACED IN ACCORDANCE WI TH THE
SETTLING, CRACKING, EROSION SILTING, SCOUR OR EARTHWORK SPECIFICATIONS ATTACHED TO THE PRELIMINARY SOILS IN- 3 112
P.C.C. SIDEWALK - G -7, G -9, SEE TYPCI AL SECTION - = -
OTHER DAMAGE WHICH M! GHT RESULT FROM THE GRADI VES T I GA TI ON FOR THE SUBDI DA TED AMY 7, 1980. 11 - -
- - - - - - - - - - -
DESCR 1 BED ON TH I S PLAN. THE COUNTY WILL HOLD f STANDARD CURB - - G -1 _
THE CONTRACTOR RESPONSIBLE FOR CORRECTION OF NON- 2 • BRUSH AND TREE REMOVAL: - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
BRUSH AND TREES S HALL BE REMOVED ONLY W1 THIN THE AREA TO BE �XlST. ENCINIT�S BLIND P . C . C . CROSS GUT
TER - - - - - - - - - - - - - G_ - _ _ _ _ _ _ _ _ _ _ _ _ .. �L
DEDICATED IMPROVEMENTS WHICH DAMAGE ADJACENT 12
PROPERTY. GRADED. WHEN TREES ARE REMOVED, THE ROOT SYSTEMS SHALL ALSO - - - - - -
3 11 A.C. ON 7 AGGREGATE BASE BE R EMOVED AND THE RESULTING EXCA VAT ! ON Fi L LED W1 TH PROPERLY
3. SLOPE RATIOS: COMPAC FILL SOILS. - - - - - - - - - - - - - - - - - - - - - - -
- - - -
CUT - VARI ABLE AS SHOWN 1%:1 MAX. 3. EXPANSIVE MATERIALS:
FILL - VARIABLE AS SHOWN 2:1 MAX. ,.
EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT BE ( c)
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND PLACED WI THIN THE UPPER 2 FEET OF ANY FILLS. THE POTENTIALLY
A.C. OVERLAY - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _
COMPLE RESPONSI FOR JOB SITE CONDITIONS EXPANSIVE SOILS MAY BE SPREAD THRDUGHOU T THE LOWER PORTIONS 1j
OF THIS PROJECT INCLUDING: SAFETY OF ALL PER- OF THE FILLS. 1 T WILL BE THE CONTRACTORI S RESPONSE -
STREET LIGHT - - - - - - - - - - - - - - - - E_1 _
AND PROPERTY; AND THAT THIS REQUI REMENT BILE TY TO PLAN HIS GRADING OPERATIONS AS REQUIRED 1N � -
- - - - - - - - - - - - - -
'SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO PEDESTRIAN RAMP -
ORDER TO PROV f DE NON - EXPANSIVE OR SU! TABLE MA TER1 ALS � � - - - - - - - - - - - - -
_ G_8 _ _ _ _ _ _ _ _ _ _ _
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR WITHIN THE ABOVE FILL AREAS. THIS ALSO APPLIES WHEN 0(15 T, OAKCREST PARK
'SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
ENGINEER HARMLESS FROM ANY AND ALL L I A B I L I T Y , POTENTI EXPANSIVE SOILS ARE EXPOSED OR EXIST AT
PROPOSED GRADES. •
REAL OR AL L ED GED IN CONNECTION KITH THE P ERFO R- 0
4 . FINISH N I SH GRAD t N G: v
MANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY Q O►4KCR
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH m _ �S� G
R A D I N G
OR THE ENGINEER. GRADE TO PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS
��
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT SECTION. THE SLOPES OF EXCAVATIONS OR EMBANKMENTS � f -�
CUT BANK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _
ALL SLOPES, STREETS, U TI L f TIES, AND STORM DRAINS HALL BE SHAPED AND TRIMMED AS DI RECTED BY THE ENGINEER _
,
RE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE r WORK AND LEFT IN A NEAT AND ORDERLY CONDI TION. ALL �C ��
FILL BANK (NOTE FILL AREAS ARE SHADED) - - - - - - - _ _ _ - - - - - - - - - - -
Y .t.- ir
IS ANY QUESTION REGARDING THESE PLANS OR FIELD STONES, ROOTS, OR OTHER WASTE MATTER EXPOSED ON EXCAVATION OR O
STAKES, THE CONTRACTOR SHALL REQUEST AN I NTERPRE- EMBANKMENT SLOPES SHALL BE REMOVED AND DISPOSED OF. � EXISTING CON
TOUR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ 3J6' - --
TATI ON BEFORE DOING WORK BY CONTRACTING THE COUNTY 5. DURING CONSTRUCTION: THE CONTRACTOR SHALL PROPERLY GRADE ALL F DAYLIGHT
LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _
OF SAN DI EGO . THE CONTRACTOR SHALL ALSO TAKE THE EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT - -
- NECESSARY STEPS TO PRO TECT THE PROJECT AND ADJACENT PONDI NG OF WATER. HE SHALL CON TROL SURFACE WATER TO AVOID DAMAGE i - PARK
BOUNDARY -
f
P ROPERTY FROM ANY EROSION AND SILTATION THAT RESULT TO ADJOIN PROPERTIES OR TO F! N 1 SHED WORK ON THE S1 TE. THE -
- - - - - - - - - - - - - - - - - - - - - - - -
F ROM HIS OPERATIONS BY APPROP I RA TE MEANS (SAND BAGS, CONTRACTOR SHALL TAKE REMD I AL MEASURES TO PREVENT EROSION OF
HAY BALES, TEMPORARY DESIL.TING BASIN, DIK -ES, SHOR 1 NG FRESHLY GRADED AREAS AND UNTIL SUCH TIME AS PERMANENT DRAINAGE N EXIST
EDGE OF P AVEMENT - - - - - - - - - - - - - - - - - _ -� - 71r -fr -m--
- - - - - -
ECT.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
- - - - - - - - - -
AND ACCEPTED FOR MAINTCNANCE BY WHATEVER OWNER, 6. AFTER COMPLETION: •AFTER GRADING IS COMPLETED AND THE SOILS ENGINEER 1 ��i r
.1
AGENCY OR ASSOCI ATI ON I S TO BE ULTIMATELY RESPONS ISLE �I� r sf
FOR MAINTENANCE. HAS FINISHED HIS OBSERVATIONS OF THE WORK NO FURTHER EXCAVATION OR
FILLING SHALL BE DONE EXCEPT UNDER THE OBSERVATIONS OF THE SOILS
ENGINEER.
S. THE CONTRAC SHALL DESIGN, CONSTRUCT 7. CON TRACTOR SHALL TAKE THE NECESSARY PRECAUTI REQUIRED TO PROTECT SCALE 1`=200
AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ADJACENT PROPERTIES DURING THE GRADING OPERATIONS.
AND SHALL BE SOLELY RESPON I SBLE FOR CONFORMING TO ALL M
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS
LAWS AND REGULATIONS.
7. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6433
BY SUBMITTING A DETAILED PLAN TO THE COUNTY ENGINEER
SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR
OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM
THE HAZARD OF CAVING GROUND DURING 'THE EXCAVATION OF
SUCH TRENCH OR TRENCHES OR DURING THE PIPE INS
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES
FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE COUNTY
ENGINEER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM
THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUC- ,
TION SAFETY ORDERS, 6 THE PLAN SHALL BE PREPARED BY A
REGISTERED CIVIL DR STRUCTURAL ENGINEER AT THE CON= 34' 34' �
�,
Q A
TRACTORS EXPENSE.
ID' 2�'
8. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACIL- 24' 5
I TI ES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF p
THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO OTHER EXISTING FACI L I Tt ES EXCEPT AS SHOWN V D
CL c
_ �
N THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO SITE
N
TAKE PRECAU TIONARY MEASURES TO PROTECT ANY EXISTING 1l '°'11Y19�'. 0 2 ?/ / , cr.
C L 1 T Y - SHOWN HEREON AND ANY O THER WHICH IS NOT OF
7�2• /H1,9,I' �
RECORD OR NOT SHOWN ON THESE PLANS. 0.
Z
9. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCA TE
32 PC.C, 5 /l�EI A' 3 �` 3�2 :�C.'�' [' O�Y 7 ClQSSII SlOE1YAL�
,
EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF VICINITY MAP
CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS TYPE 19 C7/R8 �4GG,QEG,�TE�.4u�E TYpf "G "CUh'B
A
ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING � NO SCALE,
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F ACI LITIES.
_ c
B EFORE EXCAVATI FOR THIS CONTRACT, THE CONTRACTOR L W
TYPICAL S TREET SECTION � � _�
SHALL VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND
WW
U T I L I T I E S h Tiff APPROPRIATE UTILITY GQFfFar.
Z,o
NO SCA �E � s >
11. CONTRACTOR SHALL NOTI THE SAN DIEGO GAS & ELECTRIC 1 �
� IND/C,9TES FL .9T /O/Y.5'SH�IY O f
vo
COMPANY PRIOR TO STARTING WORK NEAR COMPANY F A C I L I TIES AND
1' /I/ IYP�� /LE. • z
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
5' 51DE/Y ,4Z1( UII7ZESS DT1IERN19"E NOTED 9N PL ,4N Z o oc
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SUEDI-
Lf1
VISION ARE "UNDERGROUND I N S T A L L A T I O N S " . FOR LOCH-
z
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ION OF ELECTRICAL CABLES AND GAS PIPING AND APPUR-
TENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC
COMPANY. TELEPHONE: 235 - 6323.
12. CONTRACTOR SHALL NOTI THE PACI TELEPHONE COMPANY PRIOR
TO
STARTING WORK NEAR COMPANY FACIL! TIES AND SHALL COORDINATE 3 �,�,
HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL TELEPHONE SERVICES W! THIN THIS, SUBD I VI SION ARE 10� 24'
11 UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
W J °
APPURTENANCES CON TRACT THE PACIFIC TELEPHONE COMPANY. _ J
TELEPHONE: 298 -0595. W ff,4THER TOtilfET
13. THE BASIS OF CONTROL FOR THIS PLAN IS RECORD OF SURVEY MAP NO.
8500 FILED IN THE OFFICE. OF THE COUNTY RECORDER ON MAY 1, 19809 IMP• /,
_
TOGETHER WI TH CERTI OF CORRECTION DOCUMENT N0. 80- 164357, ❑ 13❑
2 - --____ -- -� -'��
FILED AT THE OFFICE OF THE COUNTY RECORDER ON MAY 19, 1980.
3%2 "PC SIDE]y'9ZK ,� AC. �N 7 "Cf.Q55 6 Sze 414CTU
Tl'f f "G IfMR9 �GGREG,4TE' BASF J
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STREET SECTION AT STA. I +30* To STA. D ATE.6 q a _ fi o _i W
-- W W
N D S L R . Z a w
0013
EMMOR OF --WOW
BENCH MARK W
Q
'WELL MONUMENT AT INTERSECTION OF EL CAMINO REAL °
i I DER R 1800 (STA. 1 +00) a ENCINITAS BOULEVARD PER
RCHAFtD IA % AY RCE. A X 0. 458 (STA. 91+44.13). EL. 220.79. M.S.L. DATUM• z
i -"7 9
D TE N0. REVISIONS APPR. DATE DESIGN PL.C. DATE LOCATION `' "'`"° SCALE SHEET
DEPARTMENT O PARKS DIRECTOR, � _
RECREATI PARKS RECREAT1 • 1 OAKCREST
PARK SAN DIEGO COUNTY AS NOTED
DRAWN F B. 2 TITLE PROD. NO.
A Z ,, z �/ COU NTY O F S DI EGO FOR c UN TY MPROVEMENT PLANS FOR
7662 s �►
1 R R.C.E. RCE.I4358 CHECKED �
P.L.C. 2- 23-81. _
5555 OVERLAND AVE., SAN DI EGO, C 92123 O AK CREST PAR K DRI
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