1988-8163 G (Plans) I
v
� r � 1
r�oo EXISTING I x /sT�6" WOR TO BE DONE
1 CURB I I EX /STING BUILDING
e� N
EXIST /8 ORM
BTORM DRAIN I I DRAIN A GENERAL
BUILDING
A PER L 9200 EXISTING I I PER L 9200
".b. I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
0o NOTE KEY TO ELEVS 0/Il LEFT r - - - - - - b \I \ STANDARD SPECIFICATIONS
SHOWN ON RIGHT, FUR PUBLIC WORKS CONSTRUCTION THE
`-- EX /STING EX /STING
\ I6LAND5 I ASPHALT CURB \ DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN
TYPICAL FOR WALL ELEIiS AL01yGELCAM /NO REAL / SPILLWAY > DIEGO AREA REGIONAL STANDARD DRAWINGS- ANY
CHANCES OR REVISIONS
�`� I MATCH EXIST, ASPHALT 3 ` END C 2MC Y VALE AT BESIT /O � GRADE CIJQNNEL @0.9/ PER D 22 \ THEREFROM SHALL BE
APPROVED BY THE CITY ENGINEER PRIOR TO ANY
/ REQUEST FOR INSPECTION-
V
t 9 9 SP /LLW�YPERD 22 �— �CR0�5 S�TION 7t7� A/N
EX /ST l8 ryP EX /Sr CURB FCA7MTYPE "F "C.B. 77 —� APnppyA' Of THIS PLAN ODES MdT CONSTITUTE
APPROVAL OF SIZES,
STORM o
a y , >
� E � A.C. BEAM G� FENCE L /
3 0� / E - •f�� CH B
�? I �y cAr AST —
DRAIN r p ' rREES N SP /LLWAV PF�22 _ 3 - ti LOCATION AND TYPE OF DRAINAGE FACILITIES,
NOR OF IMPROVEMENTS
PER �. o _ 2 �_ — WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS
L9200 " } �to �l 3 FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT
T.GCS•d PLANS_
4 ,050 - j \� --- STRAIOUT 60'W I EX 15TG6" 9
L 9200
_�_�. -a I / 9T0 AIN 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR AkY C!FF -S[IF GRADING.
P✓� / ' -•a '. ••-. ,-. ��...t"`•�- .......x -. .� ,,. _ .�? I I � / / P
S, 4- CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
20C1dgIN
' PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING
9t3 / AEXIS. _ V b q Q EAGEOFPAVEMEN 48 EP TREE °epJ REMOVAL H
Ll KGAT H/GH DE° REMO*V F /J Cl I I DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED
TO CONDITION
30• Dwf/ PER f�4RdIED fMr � G ° °� 5 /7
COUNTY FILE (� 20 NEW ' Q - •, > Q 5 EXIST. CHAIN LINKFENCE REMOV� I EXISTING PRIOR TO GRADING. .
NOSFf4/f. 9 FONC. rs `�\ \ I " STORM /O 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
BENCH
O EX /ST 30
PAVING T T A r �4CU 3� a
MEET p s I I DRAIN PER L 9200 !'LARK WHIC!1 IS DISTURBED DR DESTROYED SHALL BE REESTABLISHED
AND
.S`
PAD \9J �` ASPHALT III REPLACED BY A 2EGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR-
REMOVE/SPHALTANO \ OVERLAY
G SAWCUTEX /SZA.C.PAVIAG CONSTP/1CT6 "CONCPAD 70DRAIN 1 II I - —// b_ THE CONTRACTOR SHALL DESIGN.
CONSTRUCT AND MAINTAIN ALL SAFETY
\CONST3'CONCSWALE ' ° °WITH COMPACTE08AS __ DFVICES, INCLUDING SHORING AND SHALL BF RESPONSIBLE
FOR
G 015'DEEP 4. A.TSOLSENGINE�RS,OJR CFI I CONFORMING "l3 ALL LOCAL, STATE ANT) FEDERAL SAFETY AND HLALTH
T.C.(7d! 2
I ALL a' \ SFL t� / 2 hW \ \ EX /ST /NG A. C. STANDARDS, L 4WS AND REGULATION
4 CHAT k 3 14 �`��
J t \ ,PAVEMENT
LL T. GRADING AND :QUIPMENT OPERATING WITHIN ONF -HALF 1112) MILE OF A
Q y
EX /ST /N6 0 .C.
6 `r �' W� T P� E I I I I STRUCTURE FLIR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
EX/STCU2B,('0Wce .0 C Q _\ AVEMENT �Q BODY SHOP 1.�
Q � � � THE HOURS OF 5:30 P M_ AND 7:30 A.M NOR ON SATURDAYS_ SUNDAYS AND
AND. WALL PER G Q v N I
COUNTY FILE NO. W � � � CITY RECOGNIZED HOLIDAYS
Wh �II B. NOTIFICATIONS
SF 1411 00009 \ I
G h Q
�Z I I lY T- THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
V
JQ �Q a �
p I I PLANS STRUCTURES SHOWN ON THESE WERE OBTAINED BY A SEARCH OF
\� 56' I I AVAILABLE RECORDS- TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
W gg SER VICE BA YS ( I EX15TING
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
TC /O) f0 9' \ BEGIN FENCE 2 .3�
)PEM01AL C}3\ E o �p SAWCUTEX /STA.0 PAV /NG CONSTRGC'T 3' CONC SWALE C ti I i BUILDING THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
3f 6p I I Q\ �� i Q a' —
10 '� — - i5' EP ti _ _- TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE
°°
MAS ° D — $ AE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
,t3 I a, 0
ti • .H ,;` 2�%M /N. CONC. '� PA / ' */W y � ' _ EXISTING , I FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY
�Y1G 1 9 l2 / EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND
STORM DRAIN/ I III NOTIFICATION OF COMMENCEMENT Of WORK:
T ONRY wAt.i TARE
END B ,?M LP ALL I MA /N A SEWERS - LEUCADIA COUNTY WATER DISTRICT
12. t iR MOVE (753 -0155)
_EXISRIV6 A.
7 PA
VEMENT B. GAS AS & E 133}
�G 8 TO REMAIN E CTRIC - SDG&E
_. -... -� 9 HRICK
C WATER - OLIYENHAIN MUNICIPAL WATER DISTRICT
3t
EX l T. _ o� (753 -6466)
R( //L D /NG
PZ OUNTY flL NO. ' DWf'PE r NOTE BETA1NING WALLS ARE TO BE i I�
C y-� \ CONSTRUCTED BY A SEPARATE � � I I D- TELEPHONE -PAC BELL
M BE /N BERM AT STEPS o PERMIT AND ARE S/�IIDWN HERE I I (1-800-422-4133)
n SF/4110000
FOR CLARITY ONLY I
b PAV /NG TO 4a !I I I
CABLE TY - DANIELS CABLEYISION
MEET CONCRETE - -- AvSI I�[L�,f AP - 9 r _g _ J I N (438 -5241;
vl
SERVICE .PENTAD/ /O -- - - - 2- CONTRACTOR SHALL NOTIFY THE CITY ENGINEER °S OFFICE 48 HOURS
PRIOR
�' RAMP EY� - - /2 - �/ _ -- ANS TO BEGINNING ANY WORK ON THIS PROJECT.
} /3
ENO BERM ATSTEP5 14 PHONE: (619} 944 -SD70
____ I �
o fR - - -- P6Af0j EC/3T P[ P.v7EP I 1F /5 -
r .,
Im 5G /9i7RM dilvel leAe TO F / 9 I 't'A'FR �awE 3- THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS
FOR INSPECTION -
tr� s/�Tll/ 7L°.fWsir�GYV D `� T�iAf ( I N I f'l1DNE (619} 944 -5070 ALL WORK. PERFORMED
WITHOUT BENEFIT OF
Pt l Cot CONCRETE z A>*LER 1 I INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
non b W A.
T.C. 1(a 0 I EXl5TlN4r tt TO SHOW
P,
(' I C GRADING
S (TYPICAL .
>Cn. � RELC7CAT'ED � � I
1 h FL
N 1 EX. TiPq /LERS �`
i
R � I � � �/ .
I�il y '" O h _ __ A (7f! Bf ,PELQCAT ✓ ,, �\ SHOWN FOR /NFORMAT/ON
tai 1 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
ELEV. = 16.2 13ERM A% ! ( ONLY- NOT PER FIELD SURVEY)
� ENGINEER OR UNDER HIS DIRECTION- HE SHALL INSPECT AND TEST THE
INS b EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
1GG - M C. - -- BEG 5r EP5 ° T � I I I COMPACTION DF TRENCHES
3. EXIST. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL DETERMINE THE SUITABILITY Of ANY FILL MATERIAL -
mac+ r � PX./cE //+A✓O,Cl1L �' F
7G - a, ,�f WALL 4jA "� ( II UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE
THAT
ti� IB 4 Bey PI/�f I I , INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
ZZ X:/N6 AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
/ -�. �_ _ Erxr L6(t a �,.. CONSTRUCTION IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND
lip W �{ -"' --� �iC THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
m r° �K i M A. C
INTO L _
I I I INTENDED USE.
R
y O ` A.0 ,� 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
~ 19.E \ 1 7 - PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER HE SHALL
oa
T. �1g 7) F'�� i CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES
m 2 +0 FA --~- " ^ w` I S TORE OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURES "•,
TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
Aj - r fb PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN C
INSTALLED-
�r/ /7 �" /I I SEE SHEET 2 FOR CONTINUATION OF NOTr S
5'T S /GN TO / * F CL NG7.� W 5 -°
EMi7 �' A RELOGr1TD?' �� Q ROf ESS 0 �
0 19 1SED' /. PEEPER " -- = 17 1/ERS(TYp/CA1) @ F
1 C �/j PLANS AS -BUILT BY O C_
Z 1 y 2 + EXIST /NG E.P.
e I / ■ ■ M �I"o °rno�.+r o. 21693
f e
r : l� $ D I 6 N nG r►faAITOU�....,,«soEEw� •... 6 , .o� f.0 9.30 -E9
O •.a e° ca �.•,, ,, axon .. ra v.�
-e
w�. / I ' may-• : i / I • �' : /�/ / J50 W VGA ..•n.. f.a i °.°
� W. \
'�.. T,C. J99) R.O.W. \ DATE ' Vf \IV L 6p t
{
T.0 19.5) c TR ANS. ORMAN C. AR DT R.0 E. 2169D — O
i �- 9 OF CAS \E
�
L � TR ^ s W
/ NOTE: ZC ELEV S ALONG ENCINITAS BLVD. AR / .
- } /9 - �� -- " - " -. � 'I • -• o COUNTY DESIGNED TO THENEARE'STO.>' f. � I
T,c20. T.C(20.3 ) TC19.2 94120 EX /ST. TC /BB) T.CIB.4) TC( /6/ 96/15 EX /ST PRIVATE CONTRACT
92130.3 92 ,050 LEGEND B 9400 30'DWVRV/NGTO 94 , 050 95 , 000 95 20'DWY PERMITS w T
C
v TW TOP OF WALL ELEV /BOTTOM OFW.4LL ENC /N /TAS A°EE BOULEVARD ZrlST.C61ee CITY OF ENCINITAS
B EW ELEV /ENDOF WALL =GROUND ELEV. �� � PAV /NG TO MEET ( DEPAR�NT OF PUeUC WORKS
W
�N SITE TYPE :4 6'A. C, BERM PEP 6-5 PERMITTEE & OWNER P�ca6,vnrFaE REZONE PERMIT NO.
BLVD. �� PROPERTY LINE CHEVRON !NYESTMENTS NO 11 A0, SF /4 / /.GtiL ? SPECIAL USE PERMIT NO. GRADING a PAVING
PLAN FOR: ENV
A.C. ON CLASS ENGINEERS C/O Elf INITAS FORD
0 1424 ENCINITAS BLVD AP 259-012 -13
„�s> ExisTiN� ELE!/AT /OV ENCINITAS, CA, 92024 TENTATIVE MAP NO. ENCINITAS FORD
% m ca (cam) RE•TA /N /NG WALL PER 0-4 (EX /ST /NG) TEL- '4d -9213 CrrY APF�EQ CHANGES- BENCH MARK
Lcm
CU e& a' (:; U77E,e PER Cr 2 CALIFORNIA COORDINATE INDEX
t 1-14,vv ew6 ,%e&vc1 Fa
vrr4S eAieVAWer/IWO/ Aw¢ 5 N.. OemplisR M hr n«.1 )@"
----- --T�-��-- a.�' DESCRIPTION: A STREET IE MONUMENT E fwork:
SANTA FE pR _�L— y,__ „ Z' / F /LL SLOPE _ 1 6 A L DE SCRIPTION: 4s -BUILT �c,w �•>�• rNin.rr
_
D4N— 0 G'CHA/N LINK FENCE W 12'SAR8EDW /RE THAT PORTION Of THE WESTERLY 540 FEET OF THE SOUTHEAST QUARTER OF THE
0 C0NCRETE SPO -C -2500 4 "M /A/ TH /CKNESS 409.FHf-AST QUARTER iif SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN LOCATION:,
AT THE INTERSECTION OF EL CAM /NO REAL AA(7 w II NO .
AN AWN CE.
VICINITY MAP 3ERMARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE Of ENCINITAS BLVD. _
15.3 /F SPOT ELEV. CALLING OUT TOP OF BERM AND FLOW CALIFORNIA, ACCORDING TO THE U -S. GOVERNMENT SURVEY APPROVED APRIL RECORD FROM
SAN DIEGO COUNTY, N COUNTY VERT CONTROL /±
NO SCALE � INEMETEEV.) 1'1,1331, WHICH LIES NORTHERLY OF THE CENTERLINE OF THE 60' COUNTY ROAD °nduy
8163 -G
15.8 T@ LE(PAV NL ELEVATION: 22177!0 DATUM: N. A. V. R DATA lO�i'b�]
—15— (- -15--) CONTOURS (EXISTING) SU4YEY, *!AP 458_ �
FILE N0. A 656
1 �
i
i
i
NOTES CONTINUED FROM SHEET I ENGINEER'S NOTES
PAVING NOTES
1 NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, 1. A PRE - PAVEMENT
MEETING SHALL BE REQUIRED PRIOR TO COMMENCEMENT OF I
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL THE PERMITTEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE
ANY PAVING WORK.
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PROPERTY LINE AS TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, 2. UTILITY EXCAVATIONS SHALL
BE BACKFILLED AND APPROVED BY THE SOILS
PLACED_ LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE ALLEY, FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC ENGINEER PRHIR TO SUBBASE
GRADE PRREPARATION. T.C. VAR /ES - .10'M /N /MUM
FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A OR PRIYATE PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH
DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT_ IT PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING, SCOUR OR OTHER 3. SUBBASE GRADE SHALL
BE COMPACTED TO 902 OF MAXIMUM DENSITY Al f - W PAVING
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER DAMAGE WHICH MIGHT RESULT FROM THE GRADING DESCRIBED ON THIS PLAN APPROVED BY THE SOILS ENGINEER
AND APPROVED FOR LINE AND GRADE BY 7
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THE COUNTY WILL HOLD THE PFRMITTEE RESPONSIBLE FOR CORRECTION Of THE ENGINEER OF WORK PRIOR
TO PLACEMENT OF AGOREGATE BASE. CURB GUTTED
MON- DEDICATED IMPROVEMENTS WHICH DAMAGE ADJACENT PROPERTY. S/DE 6
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FIN15H GRADE TO 4. CLASS 2 AGGREGATE BASE (CL -2 A.B.) SHALL CONFORM TO SECTION 26 -1.028
WALL PER CVUNTY FILE EXIST. PAWAIG• ENCINITAS FORD
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES 2. SLOPE RATIOS: Of THE CALTRANS STANDARD SPECIFICATIONS, DATED JANUARY 1961.
#SF 1411.00009 �rT�rrTr�
OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND AGGREGATE BASE SHALL BE COMPACTED TO 952 OF MAXIMUM DENSITY AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT CUT - 2:1 APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF ASPHALIC
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CONCRETE. /2
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO FILL - 2: I.
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND S. A PRIME COAT MAY BE REQUIRED BY THE SOILS ENGINEER PRIOR TO
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING GRADING: 1660 C.Y. THE EARTHWORK FIGURES ARE STRAIGHT FIGURES PLACEMENT OF ASPHALIC CONCRETE.
IF REQUIRED, THE SURFACE OF THE Ci Q
ORDINANCE_ I : 1600 C.Y. AND SHOULD NOT BE USED FOR FINAL PAY UNTREATED AGGREGATE BASE SHALL BE COATED AS REQUIRED BY THE SOILS SECTION
MI A' All Q I5'M /N
QUANTITIES NO SHRINKAGE OR SWELL FACTORS WERE ENGINEER. EX /ST. SM7P y I:
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL INCLUDED. NOT TO SCALE FLOOR 6 "GONG. PERGZ/
BE COLLECTED, PILES OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 6. ASPHALIC CONCRETE FOR PARKING LOTS SHALL BE AS SPECIFIED IN THE MOST
W W
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 3. THE ENGINEER Of WORK IS NOT RESPONSIBLE FOR GRADING OPERATIONS OR CURRENT STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. C EX�ST. A. C.
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS GRADING WORK DONE_ THE CONTRACTOR IS SOLELY RESPONSIBLE.
• ' ?�M�^/ 2Y. MIN. j
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 7. PLACEMENT OF AViIALIC CONCRETE SHALL BE INSPECTED AND APPROVED BY
o �- �r - 7/r 7r
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 4. WHERE AN EXISTING ABANDONED PIPE IS NOT REMOVED BY THE GRADING EITHER A REPRESENTATIVE
OF THE SOILS ENGINEER OR A QUALIFIED
MATERIAL. OPERATION, IT SHALL BE REMOVED WITHIN 20 FEET OF BUILDING OR STREET PAVEMENT INSPECTION SPECIALIST.
AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS_ IN OTHER AREAS i Q
D_ LANDSCAPING THE PIPE SHOULD BE COMPLETELY PLUGGED WITH CONCRETE OR REMOVED. 8. A •SEAL COAT' SMALL BE APPLIED TO THE FINISHED SURFACE AS SPECIFIED
IN T. B. t
THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTNMI. TC 3
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH 5. ONLY GRADING, PAYING LOCATION AND PRIVATE DRAINAGE FACILITIES ARE
CURB, GUTTEP SIDEWAO( H
PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE APPROYED ON THIS GRADING PLAN_ ALL OTHER FEATURES ARE SHOWN ONLY g PRIOR i0 APPROVAL
BY THE CLIENT: 2� PER COUNTY FILE
CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND FOR INFORMATION PURPOSES. A) THE PAVING INSPECTION AND APPROVAL REPORT SHALL BE PROVIDED
A.0 PAVING _ _ "SF 1411.00009 11 11
IRRIGATION STANDARDS. BY THE SOILS ENGINEER.
S LOPE A5 SHOWN ON PLAN SECTION E- E
h. RETAINING WALLS ON THESE PLANS ARE SHOWN ONLY AS SUPPLEMENTAL B) THE PAVEMENT SHALL BE WATER TESTED BY THE CONTRACTOR FOR NOT
TO SCALE
2 HMISY. GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES INFORMATION. A SEPARATE PERMIT AND INSPECTION WILL BE REQUIRED PROPER DM MK AT THE DIRECTION
OF AND APPROVED BY THE
PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS SHOWN HEREIN. ENGINEER OF WORK.
GRADED BETWEEN OCTOBER 1 AND APRIL 15. C) STRIPING SHAI L BE COMPLETED.
7. NEITHER THE OWNER NOR THE ENGINEER Of WORK WILL ENFORCE SAFETY
E. EROSION CONTROL MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, 10. COMPACTION TESTS SHALL BE SUPPLIED FOR TRENCHES WITHIN THE PUBLIC
AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE RIGHT -OF -WAY.
1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 30LELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SECTION 11 B-13
RED RICHIE AT 744 - 0846 SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. 11. A PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED BY THE CONTRACTOR
2.
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE fOR ANY WORK WITHIN TIME EXISTING CITY RIONT -OF -WAY. NOT TO
SCALE
V4R /ES
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY 8. THE CONTRACTOR SHALL CONFORM TO THE LATEST LABOR CODE BY
3' -5'
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO SUBMITTING A DETAILED PLAN SHOWING THE DESIGN Of SHORING BRACING,
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS SLOPING, OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM
EMINENT. THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR
TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE EXISTING STEPS 6 "A.C. BERM 4 / BLOPE
3_ DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND BE
THE APPROVAL Of THE ENGINEERING INSPECTOR. APPROYED BY THE GOVERNING AGENCY PRIOR TO EXCAVATION. IF THE PLAN
VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE STATE
4- THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A J NOTE
IFA.0 HIGHER NAN EX /ST STEP,
WORKING ORDER TO THE SATISFACTION Of THE CITY ENGINEER AFTER EACH REGISTERED CIVIL 9R STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. _ r
COYER STEP WITH M /N.2 "A.0 AND
RUN -OFF PRODUCING RAINFALL_ THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION A. C. PAVING -SLOPE I CONSTRUCT SMOOTH
TRANS /T /ON
OF I NDUSTRIAL .SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TU ALL AS SHOWN ON FLAN TO PARKING AREA.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES PROYISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS_
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED __ PVMT.
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 9. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE
SUBMITTED TO THE CITY ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY CERTIFIES THAT THE TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY ThE
SECTION It 11
F - F EVENT PRECAUTIONS TO MPOUNDED WATERS C ATE A HAZARDOUS CONDITION. AND CIT PUBLIC TRESPASS
O NTO
OND TION.NTO AREAS WHEN AND CITY SPEC FICATIONS�NCE WITH ON SITE EARTHWORK SPECIFICATIONS SECTION N _ NOT 717 SCALE
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROYED GRADING 10. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DOME NOT
TO SCALE
PLAN SHALL BE INCORPORATED HEREON. SHALL BE CONFIRMED BY FIELD MEASUREMENTS MADE BY THE CONTRACTOR
PRIOR TO STARTING NEW WORK. THE CONTRACTOR WILL MAKE EXPLORATION
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY
?t
THE FACE Of SLOPE AT THE CONCLUSION Of EACH WORK DAY. AHEAD Of CONSTRUCTION TO PERMIT REVISION OF PLANS, IF REVISIONS ARE
NECESSARY. THE EXISTENCE AND LOCATION Of ANY LINDERGOUND UTILITY
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY OF THE AVAILABLE RECORDS- TO THE BEST OF )OR K14OWLEDCE THERE ARE NO � FENCE
`
FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
G "A.I~BERM
SMALL BE REMOVED AFTER EACH RAINFALL_ CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO P P 3' O
PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES
TO- SHOULD GERMINATION Of HYDROSEEDED SLOPES FAIL TO PROYIDL NOT OF RECORD OR NOT SHOWN ON THESE PLANS. � x 60A.C.SERM MATCH
EX /ST. PAV /N6
EFFECTIVE COVERAGE Of GRADED SLOPES (90% COVERAGE) PRIOR TO 3
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW 11 _ IT SHALL BE THE RESPONSIBILITY Of THE DEYFLOPER TO CONTACT ALL MAN.
015 `NV
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND 'UTILITY AGENCIES, ADVISE THEM Of THE PROPOSED IMPROVEMENTS AND BEAR S HOP SAWCUT
EX/ST.A.C. 9AWYffEX15T A.0
SEDIMENT CONTROL HANDBOOK Of THE STATE OF CALIFORNIA DEPARTMENT THE OUST OF ANY RELOCATIONS NEEDED. Z:I EXIST. GROUND
OF CONSERYATION. �ygT A { BASE i.'a • : ' /ST. A. 0. f &ASE
12. A PRECONSTRUCTION CONFERENCE WITH THE ENGINEER Of WORK SHALL HE EX
_ _�/ ° ., ° � -17A. .
HELD PRIOR TO CONSTRUCTION.
13_ NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE WRITTEN 05 SECTION "G-G
APPROYAL OF THE ENGINEER OF WORK.
NOT TD SCALE
14. ALL PROPERTY CORNERS DISTURBED BY THE CONSTRUCTION WORK OR SECTION II H -H
INMPROVE SHALL BE RESET AT THE GENERAL CONTRACTOR'S EXPENSE. NOT TO SCALE SECTION MID _ DII
15. ALL THE RELOCATIONS AND REMOVALS - BY OTHERS TO BE COORDINATED BY NOT TO SCALE !
CONTRACTOR.
Q RpFESSlay q �
v� N
r No. 21693
ExD. 9 30 89 7�
ufgff OF civi
CAI�E�
PRIVATE CONTRACT
PERMITS HEET CITY OF ENCINITAS
DEPARTMENT OF PUBLIC WORKS fNEETs
REZONE PERMIT NO. GRADING a PAVING PLAN FOR:
SPECIAL USE PERMIT NO.
TENTATIVE MAP NO. ENCINITAS FORD
CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX
No. Msripriott Approved by Dm A STREET T MONUMENT
DESCRIPTION: Ergimhr. 1 work.
L AS BUILT QAW 1 it -1� �. �+
LOCATION: AT THE INTERSECT /ON OF EL CAM /AV REAL AND li+ AA p O
ENC /NI TA BL VO. ���///►�{ _
RECORD FROM: sAN D /EGO COUNTY, N0. CO. VERT C6WTROL DATA. Oriding 8163-G
Ad'� Permit No.
ELEVATION: 220.790 DATUM: NA.V.D Dow
FILE N0. JN 858