1990-95 R (Plans) GRADING AND EROSION CONTROL PLAN GRADING WORK TO BE DONE
THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS,
TP M 88 26 THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS,
GENERAL NOTES AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFI-
CATIONS FOR PUBLIC WORKS CONSTRUCTION.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD GRADING SHALL CONSIST OF THE CONSTRUCTION
OF ALL CUTS AND FILLS SHOWN ON THESE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION GRADING NOTES LANDSCAPING NOTES PLANS AND OUTLINED
IN THE EARTHWORK SPECIFICATIONS. ALL GRADING DETAILS WILL BE
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL IN ACCORDANCE WITH THE CITY OF ENCINITAS
GRADING ORDINANCE.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER
OR UNDER 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPAC-
THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDI-
TION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS NANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
LEGEN REFERENCE SYMBOL QUANTITY
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION, PROPOSED PRIVATE REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON
ROADWAY EXTENSION, TENTATIVE PARCEL MAP FOR CHRIS CHARRETTE, SOUTH
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON
ALL SLOPES PRIOR TO OCTOBER PCC CROSS GUTTER DETAIL, SHEET 2 •^ rT'� 1 EA.
ACE AND WEST OF CAUDOR STREET, LEUCADIA, CALIFORNIA" DATED MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS 1
OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND
OF PLATO PL - -
NOVEMBER L 1989 PREPARED BY HETHERI ENGINEERING, INC. AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING APRIL 15.
12" PVC DRAIN PIPE JM SDR 35 - - - 148 L.F.
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
INTENDED USE. E ROSION CONTROL NOTES STORM DRAIN INLET STD DWG D -7 ❑O 1 EA.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE ADAMS 942 -1062 (DAY) 753 -4934 (NIGHT) STORM DRAIN CLEANOUT STD DWG D -10 1
EA.
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT- DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND
OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PCC HEADWALL STD DWG D -34
1 EA.
IN CONJUNCTION WITH IMPROVEMENT PLANS.
TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE AT
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN AC PAVING 2" AC SO ILS ENGINEER MIN) 2,100 S.F.
RAIN IS EMINENT.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
BE PLACED
IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTION- 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF 6" PCC CURB STD DWG G -1 32 L.F.
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR ABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE
ENGINEERING INSPECTOR.
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO 6" AC BERM STD DWG G -5 324 L.F.
GRADING. SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH 4. THE CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO
DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRAC- THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. GRAVEL BAGS DETAIL, SHEET 1 150 BAGS
6. THE DE TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCOR-
WHICH V DISTURBED L DESTROYED SHALL T ANY
ESTABLISHED AND REPLACED
DANCE WITH SPECIFICATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE GUARD POST
STD DWG M -9 EX 2 EA.
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION
OR UNFORE-
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 4. CUT AND FILL SLOPES SHALL S CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SEEN CIRCUMSTANCES WHICH MAY ARISE. STREET LIGHT STD DWG E -1, E -2 # 1 EA.
SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND
STATE AND FEDRAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. THE CONTRACTOR SHALL RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS
CREATE A HAZARDOUS STEEPEST EXIST %SLOPE OF GRADING = 13.7%
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED CONDITION.
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED V CUT _ (500x27) FT 3 = AVERAGE
DEPTH OF CUT = 7.6 FT
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5DA IN ACCORDANCE WITH THE GRADING ORDINANCE. 7. ALL EROSION CONTROL MEASURES
PROVIDED PER THE APPROVED GRADING PLAN SHALL BE AREA CUT 1775 FT
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. INCORPORATED HEREON.
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, VOL CUT - (500x27) FT 3 = AVERAGE
DEPTH OF CUT = 7.6 FT
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
AWAY FROM THE FACE OF AREA CUT 1775 FT
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM SLOPE AT THE CONCLUSION OF EACH WORK DAY.
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE MAXIMUM VERTICAL DEPTH OF CUT = 8'
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN
PLACE AT THE END OF EACH MAXIMUM VERTICAL DEPTH OF FILL = 8'
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PER -
NOTIFICATIONS CENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON PRIVATE ROAD CERTIFICATION 10. SHOULD GERMINATION OF
HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF EARTHWORK QUANTITIES
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR GRADED SLOPES (90% OF COVERAGE) PRIOR TO NOVEMBER 15,
THE SLOPES SHALL BE
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: CI' /! I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS STABILIZED
WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EXCAVATION: 500 YARDS FII1,: 500 YARDS
AS SHOWN ON THIS PLAN SATISFIES THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
~ REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT BR AN OF CONSERVATION. IMPORT: 0
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CON- = DON =' ✓ FOR - [ - i'M SFOR PRI VATE STREETS. AND THE STANDARDS
NOTE: A SEPARATE PERMIT MUST BE OBTAINED FOR WASTE OR IMPORT AREA.
TRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR • N ° ' "s * ? FOR PRI
ciVi� THE ABOVE QUANTITIES ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES rofessional :';
9 ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY THE
AND NOTIFICATION OF COMMENCEMENT OF WORK: t� .,, ,„••.• r ��+ w DATE 1 GRADIIJG CONTRACTOR IN ESTABLISHING
THE SCOPE OF WORK TO BE PERFORMED
Op Cp��;,,• TO COMPLETE THE CONSTRUCTION SHOWN ON THIS PLAN. SHRINKAGE IS NOT ACCOUNTED
A. SEWERS - ENCINITAS SANITARY DISTRICT 753 -0155 REVIEWED FOR CONFORMNCE WITH PRIVATE STREETS STANDARDS: 3/4" ROCK IN BURY FIRST
BAG FOR IN QUANTITIES
BURLAP TYPE BAGS 112 HEIGHT
B. GAS & ELECTRIC - S.D.G.&E. 800 - 422 -4133 BY:
C. WATER - SAN DIEGUITO WATER DISTRICT 753 -1145 CITY ENGINEER, RCE 6- 2 BAGS HIGH
DECLARATION OF RESPONSIBLE CHARGE
INSPECTION BY: ENGINEER OF WORK •/ �/ / � � �
D. TELEPHONE - PACIFIC BELL 800 - 422 -4133 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN THAT HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE
E. CABLE TV - DIMENSION CABLE SERVICES 800 - 422 -4133 EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COM- SECTION PROJECT AS DEFINED IN SECTION
THE BUSINESS AND PROFESSIONS
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING PLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
THIS PROJECT CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
ANY WORK ON THIS PROJECT. PHONE: (619) 944 -5070 OR UNDER MY CO TROL. OFFSET BAGS I UNDERSTAND THAT THE CHECK
OF PROJECT DRAWINGS AND SPECIFICATIONS
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: � RE THE CITY OF ENCINITAS IS
CONFINED A REVIEW ONLY AND DOES NOT
(619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE OWNER: RELIEVE ME OF RESPONSIBILITIES FOR
PROJ ECT DESIGN.
SUBJECT TO REJECTION AND REMOVAL. CHRIS CHARRETTE
773 PLATO PLACE, LEUCADIA, CA 92024 RESOURCE DEVELOPMENT CORP. ,` :• ""
ADDRESS: P.O. BOX 1025 ? � ',' Brc Ar!
ENCINITAS, CA 92024 a c �Oi ° -�'
ASSESSORS PARCEL: 254- 163 -01 & 25 PLAN (619) 942 -1106 r ' ; '; '' = IL
ASSOCIATED PERMITS
P
i GRAVEL BAG DETAIL BY: _' _ � DATE: � /7- 1 "f
COASTAL DEVELOPMENT PERMIT NO. 6 -88 -556 -
.,,•,,,,:-•� ,, ,
- - - - -�9 (NO SCALE) D RCE NO. 26175 (LICENSE EXPIRES 3/31/94)
SOUS ENGINEER'S CERTIFICATE
______
1• I, MARK D. HETHERINGTON A REGISTERED CIVIL ENGINEER IN THE STATE LEGAL DESCRIPTION
c � ��� OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THAT PORTION OF LOT 35 OF CREST ACRES,
IN THE COUNTY OF SAN DIEGO, STATE OF o
THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES /o /IO /S' CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 2019, FILED IN THE OFFICE OF THE F
AND //�®�09 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 3, 1927,
LYING NORTH OF A LINE THAT a
1 FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE BEGINS AT A POINT ON THE
EAST LINE OF SAID LOT 35, DISTANT THEREON SOUTH 2'47' o
o Cn n *'Z'% I - - - - -- CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT WEST,
311.51 FEET FROM THE MOST NORTHERLY CORNER THEREOF AND RUNS NORTH 87'
{ D , E' LTC'A IDIA / I �aF�cE z r aRCEi_ i 13' WEST PARALLEL WITH THE SOUTH LINE OF SAID LOT TO A
POINT ON THE WEST LINE O
M z SITE o /' fAF�cEL I THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN IN-
C)
I \ CORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. OF SAID LOT.
PLATO PLACE - - - -- _______ ., PARCEL 1 OF PARCEL MAP 2928, FILED IN THE OFFICE OF THE COUNTY RECORDER
OF w
a �' CAPRI RD / _ ��t SAN DIEGO COUNTY, AUGUST 8, 1974, BEING A PORTION OF LOT 34 OF CREST ACRES,
CL
D SIGNED:
GLAUCUS E �'F caB' ACCORDING TO MAP THEREOF NO. 2019, FILED IN THE OFFICE OF THE COUNTY RECORDER
o
cf n AF2CE.L 4 � D E ON '� OF SAN DIEGO COUNTY, MAY 3, 1927.
a
ST 30488 N `' Lu
Cn I I RCE NO.: ;e i wo
kA I I
y U
I I \
.... E•XeR,., O (`1
,PATE: 3/31/92 \ar�;f 0 I
LEUCADIA BLVD N , I CO Y: . \` OWNER /PERMITTEE PREPARED B
v v t
BRIAry CHRIS CHARRETTE RESOURCE DEVELOPMENT CORPORATION LUM
N i I----- -I - - -- 1----- - - - - -- I - -- I R r � pY
PLAN INDEX (o
773 PLATO PLACE P.O. BOX 1025 m wO 1
_ _ _ _ _ _ _ LEUCADIA, CA 92024 ENCINITAS, CA 92024
VICINITY MAP I - SHEET 1 GENERAL NOTES (619) 944 -7509 (619) 942 - 1106 z
(NO SCALE) I INDEX MAP SHEET 2 GRADING, DRAINAGE AND EROSION CONTROL PLAN �z
1" =100' ZZ
REVISIONS APPROVED DATE REFERENCES DATE BENC MARK SCALE SPECIAL DISTRICT DES Y D A Y APPROVALS CITY OF ENCINITAS
PUBLIC WORKS DEPARTMENT DRAWING NO. wa
STD BRASS CAP "S.D. CO. OC 178 -1969 PLANS PREPARED UNDER SUPERVISION OF APPR VED GRADING PLAN FOR:
I -5 FRWY & LA COSTA AVE BRIDGE
(57 -460) IN SE CORNER. DATE: B C Dy LGe E /v !t PROPOSED 20 PRIVATE EASEMENT ROAD
HORIZONTAL N.A. � IT ENGI�jEER 0095-
DATARD FROM S.D. CO. VERTICAL CONTROL �`A� 1 L . A R.C.E. NO.: 26175 pgTE: l Y( TPM 88 - 267
ELEVATION: 48.164 DATUM: MSL VERTICAL N A BRIAN DONALD
CO MMON �T DEVE P
EXP. 3/31/94 $ WORK PROJECT NO. SHEET 1
RESOURCE DEVELOPMENT CORPORATION JN89 -112B
PROPOSED \ \
RXiw PLATO PLACE EXIST R/W GRADING PLAN ,`� \
0
40 R/W 10 � FILTER BLANKET 12 4/10/73
RE i EXIST 20' PRlVA7E
20' CA 20' EX/S77NG GRADE � i P R D- 340WALL T P M 8 8 - 2 6 7 I C I \ J S SEWER ESMT PER
\ DOC. NO. 87- 666586
R£C. 12/2/87
yo _ _ _ _ 2 ' k o S
I T _ 112 / - I _m EX /ST 10' U77LITY
E ` SMT PER DOC. NO. 73-094129 EXlS77NG AC PAVEMENT/ RIP -RAP Qc� / — — — !L iir
\ C. I S PVC PRIVA TE STORM DRAIN
(SEE SPECS BELOW) ' / h EDGE E!__s SMT — I — — — - P
F I n I STp4M ORA /M INLET � h �� �
N DETAIL• HEADWALL RIP -RAP & FILTER BLANKET SPEC / i 1 9 PER SID D INLET
N I 1('n' I S
(NO SCALE) RIP -RAP - NO. 2 BACKING T =1' EXIST ROADWAY EA SEMEN �� �i r- — IC' I
FILTER BLANKET - 3/4" ROCK T =1' GRAN 14800 TED TO THE C N / I FL
GUARD POST PE
OF SAN DIEGO PE D C. d R
z / � I O I r r S7D ONC M -
NO. 74- 184886 E \ , O I I� 7 C27. FILL I I EDGE EXIST AC PLANT
7/10/7 EXIS SFR
4 / /�
SCALE 1" =40' / rn I ^ I I EDGE PRA
OSED ESMT
1 \ ca v+ I I PAR.70 0NG G S Al U ,y, 25 L.F. " AC BERM
2 E 'A" AC BEIPM I R 6.4 SJ 5) PER S DOC 0-5
/ / -_ - -- - - _-� 30 �• `' ♦. REMOIEEXIST
6 'PCC CURB PER
0 25 50 75 100 150 15 ( � 5 p
- - -- I I I S7Q QWC AC PVM
- - - -- - —C/L
_
1k9•4 Q �\ C/I� 44 FS 25 L. F. 6m AC BERM
/ ',D / / \y 1 fir C � (15 R SM DOV 0-5
PCC HEADWALL PER SID WG D 34 160 \ E .., — .., — 4. X
VF :
SEE DEMIL • ABO / Y �" , / N \ 'A. AC. B PER..S7D 0
EROSION CONTROL NOTE: p0 N 41 6" E EXIST R \ 1YPE EDGE PROPOSED E _
� �� � I E f0' UT1Ll � � G� � EDGE EXIST AC PV1NT S
PROVIDE SANDBAGS ALONG EDG 3 g I SMT P R DOC. O. N Z; 1 D -75 \
OF PAVEMENT AND TO TOE 7 3 -09 129 R (3\ rc0 PER GUARD POST PER
LEGEND EXIST SLOPE AS SHOWN. j93' d 0 I I 10/7 y F� / \ p� 01 STD DWG M -9
/ 2 E , I / `+ \— \ \ \ e L -- -------- -S —P,z
/ 9 •p9 i/1. 7 Icv w �� _ _ FLARE END OF BROW
0 - NEW AC PAVEMENT (SEE SECTION) N S �� ARCEL I - - - ---- - - - -__ \ \ \ DITCH TO
MEET APPROX /MA 7ELOCAPON�\
1n CROSS GUTTER P/t EXIST SEN£R LA7ERAL
-FILL AREA ^i / • � 1 � /r I I ; �
_ I P EL 2 0 O O
o W DETAIL: CROSS GUTTER
- 2:1 CUT SLOPE / " / / / o D _ s �• I A/N C. PER ID $ ` ti 1 " =10'
C. 12 I DWC D 10 144143 FL EXIST SFR
-CUT /FILL DAYLIGHT LINE fL 12
/ LET PER \ ��. \ 5 112" UNLESS 07NERW7 10'
=> - PCC BROW DITCH PER STD DWG D -75 STD NG D -7 148.0 FL N 86'23' 4" o SHOW ON PLAN 5' 5'
1/2 R
, 0 150 1 _ ? W 4 1.86' o_ \
SLAKE _ .00 - -- - - -1 000' _ - - - -- - -- 1 .63' \� '� � s \ V�Ey V-
- 2:1 FILL SLOPE �►• x +#5 BE — — -- - - - --
- _ -- -- 16 2 \
\� �� CONCRE7E SHALL BE
,p •p8 - p �- —�� —' —�� — — BASEMAIER /AL AS
R A Q 00 - . - — - _ \ EXIST C PA VEMENT — `�- — -- — — &YONN ON PLANS
CURVE DATA -C -3250
4.5 S
�� 560
4 0 — _ _ _ ��
- _ D — — ... — ... "' � 3 - — _ _ —" SECTION: CROSS GUTTER
'•' \
KEY DELTA RADIUS LENGTH DESCRIPTION 1N0 25 21 " / .00' — — — — — .,. — — — —
— -- F - -- -- �_._ � ��� •!u � (NO SCALE)
Qt 23'18'00" R= 185.00' L= 75.23' ESMT OPEN SPACE EASEMENT NOTE \ � PE ti o S SE CROSS GUTTER 1
0 �s \ EXIST ROADWAY EASEMENT
TA /L N 8673'04" W 485.24' GRANTED TO THE COUNTY OF
02 23'18'00" R= 175.00' L= 71.16' CA GRADING WITHIN THE PROPOSED OF C T N 66 �U \ \OSLO C A T ABOVE
k�
23'18'00" R= 165.00' L= 67.10' OPEN SPACE EASEMENT TO BE E� E SAN DIEGO PER DOC. NO.
Q ESMT —
APPROVED BY COMMUNITY DE- 2.1 \\ #� j I O E
PSRp00 \�\ 74- 184886 REC. 7110174 V.
VELOPMENT DEPARTMENT. / hX
�O 0 OPO D 2 ' \ T SFR ROAD 8.r U L/TY EASE-
O P /VA RDA & .) I
ME
VA PEER OC. NO. 73-
U LITY ASE ENT U' — J 1 60 I 094129 R 0 _ 7
I . - 65303
P CE 3 \ C \ . 0
OS/AN COYV NOTE L 73 DOC 842 EXIST SFR \ \
20' / a PRO SANDIBA CROSS OIoEN /LAG I L — REC 1 7/13/84, A E_ 160 \ \ \ NO I PCC BROW DITCH
PER /
16' S7D DWG D -75 / O D S7I7YPM ORA /N LET I CORDED 5
TYPE A 12.00' I 1 \ > \ \
2 8' C 1 8 2 / \ EXIST 152. 1
GRADE I 10.00' 1 I \ \
I
AC BERM PER \�P� I 867 44" 1 - ----------- r- - - - - -- - - -I - -- 1
S7D DWG G -5 2� I I
I
TYPE A - ......... ......... I I I 1 -- _____ _______ ___ I
F AC BERM PER I
S1D DWG G -5 TYPE "A" I
I I _ __ I I
�P - - --
------------------
EXIST / PROPOSED AC PWT 8.r BASE. SOILS 160 I I I
GRADE- �',;, / ENGINEER TO PROVIDE PAVEMENT 8.r
i BASE SEC 7701V AT 77ME OF CON- I
S7RUC77ON BASED ON R" VALUE
7ES77NG AND T.1. =4.5. 2" AC OVER 1 i` 140 I I
6" CLASS If BASE MIN. I 1
I �
TYPICAL SECTION
PROPOSED 20' PRIVATE ROAD EASEMENT
NO SCALE
40' PROFILE: ROAD EASEMENT
1 " =40' HORIZONTAL
20' 1 20' 1" =8' VERTICAL
10' 10' STATEMENT OF PURPOSE
THE GRADING SHOWN ON THIS PLAN
INCLUDES ONLY THE MINIMUM NECES-
' SARY CONSTRUCTION REQUIRED TO
SATISFY THE CONDITIONS OF APPROVAL a
FOR TPM 88 -267. SPECIFICALLY THE °�
EXIST AC PVMT & BASE. SOILS CONSTRUCTION OF THE PRIVATE EASE- z
ENGINEER TO VERIFY ADEQUACY MENT ROAD ACROSS PARCEL 3 TO $w�
OF EXIS771VG SEC7701V BASED ON SERVE PARCEL 4, AND THE DRAINAGE ZN;
CORE SAMPLE. FACILITIES REQUIRED TO HANDLE STORM
RUNOFF FROM THE PROPOSED PRIVATE m��
TYPICAL SECTION ROAD. wo.
EXIST 40' PRIVATE ROAD EASEMENT zo
NO SCALE Nay
W 05
W
Zw;
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT A APPROVALS CITY OF ENCINITAS PUBLIC
WORKS DEPARTMENT DRAWING NO. w0<c
STD BRASS CAP "S.D. CO. OC 178 -1969" PLANS PREPARED UNDER, • R%4 OW - 10F GRADING PLAN FOR:
1 -5 FRWY & LA COSTA AVE BRIDGE ' BRIAN �y
57 -460 IN SE CORNER. HORIZONTAL 1 " =40' = ��RTENO BY: CITY E EER �` —� ' 0095 —R
( > _ PROPOSED 20 PRIVATE EASEMENT ROAD
RECORD FROM S.D. CO. VERTICAL CONTROL " * ' �161:7�
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