1989-9429 G (Plans) WORK TO BE DONE
HE GRA DING GRADING PLAN
THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS,
GENERAL NOTES THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS,
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFI-
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD CATIONS FOR PUBLIC WORKS CONSTRUCTION.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ENCINITAS RETAIL CENTER GRADING SHALL CONSIST OF THE
CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON THESE
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS.
ALL GRADING DETAILS WILL BE
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. IN ACCORDANCE WITH THE CITY OF ENCINITAS GRADING
ORDINANCE.
2. THE SOILS REPORTS TITLED "SOIL INVESTIGATION AND GEOLOGIC RECONNAISSANCE LEGEND REFERENCE SYMBOL QUANTITY
FOR THE BOTTOM LINE PROJECT, ENCINITAS CALIFORNIA " DATED AUGUST 31,
1983 AND "SUPPLEMENTAL GEOLOGIC INVESTIGATION FOR ENCINITAS RETAIL CENTER GRADING NOTES LANDSCAPING NOTES DRAIN INLET
DETAIL, SHEET 3 ® 7 EA.
ENCINITAS, CALIFORNIA " DATED APRIL 13, 1989 PREPARED BY GEOCON, INCORPO-
RATED. 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 PCC PRECAST DRAIN INLET QUIKSET DB2424 I EA.
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-
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION TION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS NANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 6" PVC DRAIN PIPE JM SDR 35 - - - 105 L.F.
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT- REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON
OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED 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 12" PVC DRAIN PIPE JM SDR 35 - - - 10 L.F.
IN CONJUNCTION WITH IMPROVEMENT PLANS. 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
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING APRIL 15. PCC BROW DITCH STD DWG
D -75 > > > 400 L.F.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
INTENDED USE. EROSION CONTROL NOTES PCC ALLEY GUTTER DETAIL, SHEET 3 320 L.F.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID BAKER AT (619) 584 -8424.
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 6" PCC CURB STD DWG G -1 1280
L.F.
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
AND
GRADING. 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
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 PCC CURB AND GUTTER (TYPE G) STD DWG G -2 255 L.F.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN CURB OUTLET STD DWG D -25 I� 2 EA.
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED RAIN IS EMINENT.
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 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 EROSION CONTROL GRAVEL BAGS DETAIL, SHEET 3 �Q 850 EA.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, ABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON
WHICH THE ENGINEERING INSPECTOR.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO AC PAVING 2" AC OVER 6" BASE 22,100 S.F.
STATE AND FEDRAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 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
OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONRAC- THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN
-OFF PRODUCING RAINFALL.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN
STRICT ACCOR-
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 DANCE WITH SPECIFICATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION CONTROL MEASURES AS MAY BE
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING
OPERATION OR UNFORE-
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SEEN CIRCUMSTANCES WHICH MAY ARISE.
SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 6. THE CONTRACTOR SHALL BE 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
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
IN ACCORDANCE WITH THE GRADING ORDINANCE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
NOTIFICATIONS 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, INCORPORATED HEREON.
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
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM SLOPE AT THE CONCLUSION OF EACH WORK DAY.
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
FROM THE
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 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
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PER -
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL.
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CON-
TRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR ADDITIONAL NOTES 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES
FAIL TO PROVIDE EFFECTIVE COVERAGE OF
I
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION T UTILITIES GRADED SLOPES (90% OF COVERAGE) PRIOR TO NOVEMBER 15,
THE SLOPES SHALL BE
AND NOTIFICATION OF COMMENCEMENT OF WORK: STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
1. THE STEEPEST EXISTING ( %) SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 53 %. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE
STATE OF CALIFORNIA DEPARTMENT
A. SEWERS - LEUCADIA WATER DISTRICT 753 -0155 OF CONSERVATION.
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 28 FT.
B. GAS & ELECTRIC - S.D.G.&E. 800 - 422 -4133 THE MAXIMUM VERTICAL HEIGHT OF FILL IS 0 FT.
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 3. a: VOLUME OF CUT (FT AREA OF CUT (FT2) - 60,840 FT 343,575 FT 3 = 5.6
FT = AVERAGE DEPTH OF CUT (FT) EARTHWORK QUANTITIES
D. TELEPHONE - PACIFIC BELL 800 - 422 -4133 EXCAVATION: 12,725 YDS FILL: 0
b: VOLUME OF FILL (FT 0 FT3 EXPORT: 12,725 YIDS E. CABLE TV - DIMENSION CABLE SERVICES 800- 422 -4133
2 = = 0.0 FT = AVERAGE DEPTH OF FILL
AREA OF FILL (FT) 0 FT NOTE: A SEPARATE PERMIT MUST BE OBTAINED FOR WASTE OR IMPORT AREA.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING THE ABOVE QUANTITIES ARE ESTIMATED FOR BONDING AND
PERMIT PURPOSES
ANY WORK ON THIS PROJECT. PHONE: (619) 944 -5070 ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY THE DECLARATION
OF RESPONSIBLE CHARGE
GRADING CONTRACTOR IN ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED I HEREBY DECLARE THAT I AM THE ENGINEER OF
WORK FOR THIS PROJECT,
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: TO COMPLETE THE CONSTRUCTION SHOWN ON THIS PLAN.
SHRINKAGE IS NOT ACCOUNTED THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
(619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE FOR IN QUANTITIES PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
SUBJECT TO REJECTION AND REMOVAL.
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
SOILS ENGINEERS CERTIFICATE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
T T T RELIEVE ME OF RESPONSIBILITIES FOR PROJECT DESIGN.
F E t 4 1, THOMAS V. LANGPAP A REGISTERED CIVIL ENGINEER IN THE STATE
ENCINT S BLyD�� OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, RESOURCE DEVELOPMENT
CORP.
If -''_- HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN P.O. BOX 1025
If THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES SEPTEMBER 1988 ENCINITAS, CA 92024
IF AND AUGUST 1989 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED (619) 942 -1106
FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
I a CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN IN- BY: DATE: 2S e>9
CORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. BRIAN DONALD
a
FJ I RCE NO. 26175 (LICENSE EXPIRES 3/31/90)
S IGNE D:
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RCE NO.: 20427 ., g IAN
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ENCINITAS y �;�,.� ��` ;qtE :3...
8�VD r � °` CAxj 0f C G..� .` LEGAL DESCRIPTION
o � SITE N PLAN INDEX
PARCELS 1 AND 2 OF PARCEL MAP 13328 IN THE CITY
m SHEET 1 GENERAL NOTES AS- BUILT OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CAL -
z SHEET 2 GRADING AND DRAINAGE PLAN FORNIA.
,.• ' �•. ,
CIYI •:•' p CI'�r, ,.•• A.P.N. 259 - 550 -17 & 18
SHEET 3 GRADING SECTIONS AND DETAILS = 1�Q•' i ,=�5�;•'
INDEX MAP BRIAN
:: �B R � °'�, • • p' -, � N oNA� o '�: 9 0111NER /PERMITTEE PR�F/1w�D BY
VICINITY MAP 1 -100'
* civil ENCINITAS RETAIL, LTD RESOURCE DEVELOPMENT CORPORATION
1Ja%tJ S!�/4t1 I. ; Prcf ; cna' r 4: P.O. BOX 1025
NO SCALE : r'•.' - 3703 CAMINO DEL RIO SOUTH, SUITE 205
- . ... BRIAN DONALD, RCE 26175 DATE f� •.,, ,,.•'�4;; ENCINITAS, CA 92024
0
'•,, F F LICENSE EXPIRES 3 31 /94 • pf p�� �,,• SAN DIEGO, CA 92108
.. ,, / C (619) 563 -7711 (619) 942 -1106
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT I N Y DRAWN BY APPROVALS CITY OF ENCINITAS
PUBLIC WORKS DEPARTMENT DRAWING NO.
AS -BUILT / PLANS PREPARED UNDER SUPERVISION OF RECOMME ED APP E GRADING PLAN FOR:
STREET C/L MONUMENT 133 WEST OF
PP 3 R COUNT
OF SAND EGO VERTICALL CON ROL HORIZONTAL N.A. I 4 BY..
DATE: � S - BY: ENCINITAS RETAIL CENTER 9429 -G
26175 CI ENGIN R
R0458 I R.C.E. NO.: DATE: ZZ �nC - $9 DATE: L mm
VERTICAL N.A. BRIAN DONALD 1465 ENCINITAS BLVD ENCINITAS, CA !,
ELEV 245.285 DATUM MSL EXP 3/31/90 R.C.E. S k(9 R.C.E. 2 otPil 41 WORK PROJECT N0. SHEET 1
OF $
RESOURCE DEVELOPMENT CORPORATION JN89 -54B
280 ENCINITAS BLVD SECTION A —A EXISTING CRIB WALL
R/W R/W 1" - 20' VERI PA -
101' j� 200
260 / A
PH E I
50' C� 51 ' EXISTING GRAD / GRADING '
4 TO 17.9 MAX
PHASE II ti 4'
\
BURY
240 GRADING
2• h�
PARKING BUILDING EXISTING GRADE BUILDING PARKING �6' TO 8' MAX
5 i_ T2' BURY
220 z— —�
PROPOSED FINISH ELEVATION
SLOPE ROUNDING NOTE PHASED GRADING NOTE:
ALL SLOPE BLENDS AND ANGLES PHASED GRADING IS REQUIRED FOR THIS PROJECT.
SHALL BE ROUNDED TO PROVIDE EACH PHASE MUST BE COMPLETED PRIOR TO THE START OF
SMOOTH TRANSITIONS THE NEXT PHASE. PHASE DESCRIPTIONS ARE AS FOLLOWS:
EXIST EASEMENT TO GRADE OFFSITE AND PHASE I - EXCAVATE TO PHASE I BENCH AND AND CONSTRUCT UPPER CRIB WALL
o PHASE II - EXCAVATE TO PHASE 11 BENCH AND CONSTRUCT LOWER CRIB WALL
CONSTRUCT OFFSITE IMPROVEMENTS ON
SOUTHWEST BANK PROPERTY RECORDED PHASE III - EXCAVATE BALANCE OF SITE AND CONSTRUCT DRAINAGE FACILITIES
o � n
AS DOC. NO. 89- 322795 DATED 6/19/ It N 04
N
89 ON FILE WITH THE CITY ENGINEER.
\ \ EXIST EASEMENT TO GRADE OFFSITE W
� ON SCFN16� 11� f M PROPERTY RE- LEGE
\ CORDED AS DOC. NO. 89- 32
G F5) G 0 � � E XIS77N TY TON DAT
C T ENGIN V89 ON FILE WITH THE ITEM SPECIFICATION SYMBOL
� BE MODIFIED. J QJ 6 J y \ DIRECTION AND SLOPE OF DRAINAGE 2. OX
0
k E SEE ARCHITECTS J 1
EXIST BLDG F• Q \Q 0 R
SITE PLAN. � �, k � \,. k '• EXISTING CONTOUR
F. — 388
20 L. NEW P C ��e�, � ) Cf ( )—
ALLEY GUTTER N ("/ p 22T END WALL TW 234.0
6 7
uRB = _ BW � + D H =6 PCC DRAINAGE DITCH STD DWG D -75
\ CIL - \ \y� pIN IS BURY -B. S' ? 2 9 3 PRECAST CONCRETE DRAIN INLET QUIKSET DB2424
❑®
X� � G W FLUSH STAMPED ? SAWCUT & MATCH 0 y
NEW
I CURB 0 NEW C B 0 2 UR EXIST AC (U.O.N.)
\\ I \ & GUT l CONCRETE MEDIANS NEW URB &GUTTER EXIST AC PVMT 2 5 W 3 4 PARKING LOT
I PER D -25 1 S1 5� W 1 •20 '�
DRAIN INLET TOP OF CRIB WALL DETAIL, SHEET 3
5�f w R \� (227.1)
219.14 FL
I REMOVE EXIST 4" tik g l fi g. , o N EXISTING SPOT ELEVATION
I ST lRO RAIN PIPES 'r ry 6 N O0'37'19" If 2• PROPOSED SPOT ELEVATIONS 350.00' �ti l� 3
41.2
E T iIED/A 0
II I � �� •p
21y'0 FL) X/ 8E MOVtD
J R4 \\� CUT OR FILL SLOPE
i•
( I 4FS
I I LAwo WG PER xp Dw Y — SLD O E VARIES J. 1 AX J. 1 SLOPE 4.12 �. O ej ryxw ,g• \ MASONRY
RETAINING WALL —
G _ 31 •; ONUM T (SEPARATE PERMIT REQUIRED)
CRIB WALL
•�j I 9.21 TG) Qg ry i 1 s L `�.. ,, 1e h' S vi GRAIN PIP V O
II � h 4 r' 9 I FINISH GRADE ELEVATION FG
(2181 FL) i 69X � b 9' ti F 3 8 �
2 2 3 r/ �'� `l ... 2.07X � I �' FINISH SURFACE ELEVATION FS
a I TyJ� 2 $ �• f . y � k� k O ' FINISH FLOOR ELEVATION FF
►� F. 1 6 L.F. 6 Pi/C
~ 10 L. 12" PVC B o x 11 r1Cf.r1C �0 0 g
l m• DRAIN PIPE �! 2 ti g $ r \ g BOTTOM OF WALL ELEVATION
I I 0 I O S =4X } 4 j Oe • 14 in ,ap � ...• c� BW
L^ URB OUTLET PER ROUCH �7 r \.
4 ' 14 <? nt •. ' N . c� � r'� (�5 b ry F ZSX DUTLET .. r 28. 1' \�` �`�
�: "� F� T',r F sp ¢ 1 ev'h I . h i x
1 I 8 1H CURB : h I TOP OF WALL ELEVATION TW
II
-25 218.56 F/L � I �, k. T ,�6• 1�' � �6' 0
5 %� FLOWLINE ELEVATION FL
r.
I I I A I ^ z n . 4 } . : " • _ `'S O 6 k• x, I E GRADE BREAK — GB
I � I � - �Y i .�. •' m •.. .j B3X �.� .�. N: � r' � •`' Y t NI - ^ 1•
/ —
1I H I^ �1 k11 k I f..— 1 1 B3X ci �� 0 i J y ~ 272} — A 6" PCC CURB ONLY
2X
y . �..
►•--i I II 13 4:96X F 8 I I� 6" PCC CURB & GUTTER
t
15 R � 31.5' 8.5' 8' 8' �� $ 9.' EXIST LIGHT POST 0. 5X
(� I Ih 0 1 $ I PCC ALLEY GUTTER
I I I J I N !� ��� x L kti; x, I I EXISTD
0 AC FINISH CONTOURS
S D DWG T D -25
D
CURB OUTLET p
i o k I = z' OPEN /ivG /N STORES Q) ^
II W s' STORES
PLANTER FINGER y , 15 VCI EROSION CONTROL GRAVEL BAGS DETAIL SHEET 3
k. �
FF 225.5 o FF 227.5 2. DRA( / O 66.7X
PAD 225.
50' I 1` $� h N PAD 227.0 CU CONN T PEI TO PCC SURFACES
0
51'
PCC /T O TOP OF WALL AC PAVING (SEE SOILS REPORT)
I I
'REMOVE EXIST D W
(GUTTER &SIDEWALK REPLACE W1 NEW CURB ��, 32' B' `'� ml SEE SHEET 3 FOR ADDITIONAL SECTIONS
I ( ° < �• . -3x U
3eX _ 270}— AND DETAILS
II I 1X —'
0� 7'19" W 350.00' N 0 0 6 h , 0 0 6 h, 0 �h9E kim R _ _
hL. 6 P / E ,° q� *y O R� (G� D WALL �P 0 �p�/ �tl 1l 1 r� ��
Qty CORl7� /'K' V p 1 a5 0 FL `ti - 1 ` ' $ � 1 C R O or 4 7 t D w EN
?t z
� H =0' 351
2 �I a� GN f
N
I I I I I I EX /ST AC PARKING LOT - - -� EXIST BLDG
EX /ST BLDG I ° N
8 & DRIVEWAY v
(225.0 FF) I
I I I 1��ET I I II I N r AS—BUILT
F1� I I c, ✓ N o
C ��0
L rI 21 \... 'cam �' • BRIAN
G
�1�a R GR P �0 N II # Don,Lo 7,c SCALE 1 " =20'
s
II � `•.� -�� -�. BRIAN DONALD, RCE 26175 DATE �•., i,''•.. . . . . . . . ... Y <,` 0 10 20 30 50
LICENSE EXPIRES 3/31/94
r
.
/
r ,
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT I N D Y DRA Y APPROVALS CITY OF ENCINITAS
PUBLIC WORKS DEPARTMENT DRAWING NO.
1 RELOCATE STAIRS STREET CA MONUMENT 133 WEST OF PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP VED GRADERG
PLAN !"OR:
ELIMINATE DRAINS PP #223306 RECORD FROM COUNTY DATE: 141r e ! BY: 'I S BY: ENCINITAS RETAIL CENTER
9429 —G
REVISE FS ELEVS OF SAN DIEGO VERTICAL CONTROL HORIZONTAL 1 " =20 CITY ENGINEER
� -
R.C.E. NO.: 26175 DATE: Z -%9 GATE: � (9>�q
REVISE ISLAND DRAIN # R0458 VERTICAL 1 " =20' ENCWITAS BLVD ENCINTfAB �
AS –BUILT 1 ELEV 245.285 DATUM MSL BRIAN DONALD EXP 3 -31 -90 R.C.E. 3116 R.C.E. Z-�� WORK PROJECT N0.
SHEET 2 OF
RESOURCE DEVELOPMENT CORPORATION 1N89 -54B
` t h
44.8' 51.5'
EMBED 2 -,j3 S EA. 4' 2' 15' 12'1 14.9' 5' 4' 2' 15' 4.5' 2' ffi`
WAY ACROSS OPENING
TO PREVENT ROCK & SLO pE 0.7' 1.2'
DEBRIS FROM ENTERING 280 280 280
PIPE 28
V EXIST GRADE -
2' -0" 1' -3"
270 270 270
o 4
`9 2 P 3 e
2 0 / RPItJ 0 t � v �` 260
I P 0 ?, `f' 260 rs 260 260
0 / 0 0 /pBD ° 6
s s pR P LL 4 / / m
°s. / o o of
V E lST GRADE ' `2• t 250 50 250
250
� 8
4 GB t
/ a a 2:1
240
4 SRI@ wqLC ll I 1 240 `* 240 240
P11 r'� t 4" PERF PIPE W 112" OF
EXISTING s 2 . 1 ROCK AROUND PIPE.
GRADE ��� '00 77E INTO TOP OF WALL
2' 4
EX /ST BLDG '
FF ELEV 330.5 `�? `�0 4" PERF PIPE W 112` OF <'� � DRAIN SYSTEM.
° 1" ROCK AROUND PIPE. 230
230 5 TTE INTO TOP OF WALL 230 230
n
p PROPOSED BLDG �, 2 ' S DRAIN SYSTEM. 1 ri
PCC DRAINAGE DITCH `� o
PER STD DWG D -75 0
6" PVC DRAIN PIPE MODIFIED TO W =1.5"
CONNECT TO PIPE 220 220 220 220
OR SURFACE OUTLET COffiVE AREA DRAWS
AT BASE AS SHOWN
ON CRIBWALL DRAINAGE RETAINING WALL
SYSTEM PLAN
PER STD DWG
TYPICAL DRAINAGE AT WALL SECTION F —F
TOP OF CRIBWALL SECTION C —C WALL SECTION D —D
(NO SCALE) (NO SCALE)
48.3' 59.0' 5'
4' 2 15' 4.3' 2' 14' 5' 4' 1.5 2' 15' 4.1' 2' 30.4'
rr +� CIYIL !N
AS —BUILT ��`� :�'y' °: 280 2ao 2ao � 2ao
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.m No. 2617 : 4L:
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,�NI OF C 270 270 270 270
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A I L END /
BRIAN DONALD, RCE 26175 DATE ? / / J EXIST WALL 2'1
LICENSE EXPIRES 3/31/94 / : X59
260 260 260 260
s
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r �
X250 250 250 250
1 /
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240 `..,I,R. Al � 240 240 240
4 " PERF PIPE W112 ° OF t "
112" R. TYPICAL D 1 2 4 PERF PIPE W /12" OF
�' r �' 1 " ROCK AROUND PIPE. 1 "ROCK AROUND PIPE.
2000 psi CONCRETE EXIST GRADE �� 77E INTO TOP OF WALL �'� `,moo D `'� io 17E INTO TOP
OF WALL
—
WIRE MESH 5t /2 / 1 /z" TOP OF PAVING 230 230 230 EXIST BLDG cs _ DRAIN
SYSIFM. o ° s GRAIN SYSTEM.
W/ 6x6x10x10 C L
1 230
PROPOSED FINISH GRADE
N
RETAINING WALL ;'ti��0
PER STD DWG C -4 Z6 ., 220
BASE MATERIAL 220 220
BRIAN .
ALLEY GUTTER SECTION B —B No WALL S G —G
P ,, ; WALL SE C TI ON E —E
(NO SCALE) (NO SCALE) �9t •. 3.�°`'o; ;'
F `
OF p i
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED Y DRAWN BY APPROVALS CITY OF
ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0.
ELIMINATE DRAIN STREET CA MONUMENT 133 WEST OF PLANS PREPARED UNDER SUPERVISION OF RECOMMEN R
D APP V D GRADING PLAN FO:
AS -BUILT / PP #223306 RECORD FROM COUNTY
DATE: BY: BY: C , r , �N� EEe ENCINITAS RETAIL CENTER 9
OF SAN DIEGO VERTICAL CONTROL HORIZONTAL 1 " =20' 26175
# R0458 R.C.E. NO.: DATE: ZZ�_!A DATE: n « -22 19t3R 1465 ENCINITAS BLVD, ENCIIMAB
VERTICAL 1 " =20' ENGINEER
>5
ELEV 245.285 DATUM MSL BRIAN DONALD EXP. 3 -31 -90 R.C.E. ��L�+`� R.C.E. 2 -�l4 WORK PROJECT N0.
SHEET 3 OF 3
RESOURCE DEVELOPMENT CORPORATION JN89 -54B