1990-118 G (Plans) �� k Q WORK TO BE DONE
r o.
of Q K I D. LANDSCAPING A. GENERAL
ToPj115� W 2 /I�- 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE 1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE. PLANS, THE STANDARD SPECIFICATIONS
EXISTIAJ 7'H1 'y 2 " rrl 8 "co uc. eLOC K, o f CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS
GRADING ORDINANCE AND FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
CHAIAIL/Nk �E V c �� I I FULLY G RO U 7 TOP I 09• ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. ENCINITAS
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
4 TOTAL 2 _ 8 "CON".BLO CAI FULLY 6Ro07ED REVISIONS THEREFROM SHALL.BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY REQUEST
To TA L 2 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 FOR INSPECTION.
4 RE/NFOR LF /6" OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
*6 @p/6" 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION WEAVER PROPERTY
4 TOTAL 2
# /¢ o.sA ' I ExP.aNS /oN ✓o /NT, TYP. E. EROSION CONTROL PREPARED BY HETHERINGTON ENGINEERING, INC.,
DATED OCTOBER 30, 1989, SHALL BE CON -
°' 1 Z RROV /OEWEEpyOLE5 !0760 #4 707AL 3 SIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE
- !o° I / 4 8. 0 c Z" 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT B/L L WEAVER WITH THE RECOMMENDATIONS.AND
SPECIFICATIONS CONTAINED IN SAID REPORT.
NN !(/ AT TELEPHONE NUMBER 4-36 -06 /0 (2 + HZ.)
1 - 107.60 /.0' .', ,�o
///.20
° 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF
4 TOTAL
`� p I � �, _ JL _ - 2. EQUIPMENT AND WORKERS FOR EM ERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DRAINAGE FACILITIES NOR Of IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
08 ' f _ > kEY . ' a, N - -/•ae L3 "CLR DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT
1 /0'" 1 0 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN PLANS.
RAIN IS EMINENT.
NEW CONCRETE BLOCK " q I Q I - -2 "6' -� SECT /O N E ' E z 4. WRITTEN PERMISSION SHALL BE OBTAINED
FOR ANY OFF -SITE GRADING.
RE * /A1 /N6 WALL. 3. DEVICES SHAWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL. OF THE " '
ENGINEERING INSPECTOR. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
SECT /O /V A ICI PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE REPLACED OR REPAIRED TO
CONDITION EXISTING PRIOR TO GRADING.
SCALE: /" = 6 ' - /' -.I SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DIS-
s .O 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TURBED OR DESTROYED
SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUM- ENGINEER OR LICENSED LAND SURVEYOR.
SECTION D - D STANCES WHICH MAY ARISE.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
S C A L E /" =2' 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SHORING,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
` 'II E,c /,`iT /.� ✓ ^ /'i7 / ^ /Y : %NA //v _/Nh FrN _- _ var ^ti v PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE
A HAZARDOUS CONDITION. SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
?'~ 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCOR- 8. GRADING AND EQUIPMENT
OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR
w 1 PORATED HEREON. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
7:30
A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
��� 7D1! S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
AT THE CONCLUSION OF EACH WORK DAY. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A REGRADING MEETING HAS
BEEN HELD ON-
SITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
�' �lS - - Ill _ �GRAdc B ° /�N✓ r
w4 � % I � I, V�G p {_ 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF E ACH WORKING
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE
7
DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SCHEDULED WITH THE CITY AT
LEAST 48 HOURS IN ADVANCE.
SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
n�
^< m
s'v,`.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE Of B. NOTIFICATIONS
GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED 1. THE EXISTENCE AND LOCATION
OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF fHE EROSION AND THESE PLANS WERE OBTAINED BY
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
St CT /ON B B
- SEDIMENT CONTROL HANDBOOK OF THE STATE Of CALIFORNIA DEPARTMENT OF CONSERVATION. KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
-
SCALE : !" = 6' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PRO-
TECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
4 "CONCRETE SLAB 0A1 COMMENCEMENT OF WORK:
4"COMPACTED F' /LL . o
10 A. SEWERS - ENCINITAS SANITARY DISTRICT, 944 -5079 L-
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC COMPANY, 1- 800 - 422 -4133 (USA)
I
6X 6 to /i0 W /REMESH� ^ ?.� ,� C. WATER - SAN, DIEGUITO WATER DISTRICT, 753 -1145
D. TELEPHONE - PACIFIC BELL, 1- 800 - 422 -4133 (USA)
a E. CABLE TV - DIMENSION CABLE SERVICES, 471 -9000
~ r - 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR, TO BEGINNING ANY
WORK ON THIS PROJECT. PHONE: (619) 944 -5070
-B"
s ►�
3.. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
SE G T/ O N C ' C (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
TO REJECTION AND REMOVAL.
�i C. GRADING
I 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER
�- /30.50 11 HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION
OF FILLS AND BACKFILLS AND COMPACTION TRENCHES. HE SHALL SUBMIT SOILS REPORTS
AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE-
TION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY V I^
HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA- �)
WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANK - (V
� MENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ^ O
/ -' t 2300' F F.
/,,1 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE N
/1, DRAINAGE
TA /n1 /N6 WALLA DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
- I p`
t -- DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE
NATURAL BADE
REMEDIAL MEASURES TO PREVENT EROSION Of FRESHLY GRADED AREAS UNTIL SUCH TIME AS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. �] e
f F /OB. O
173 - - __ -_ 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN
U PROOoSEO BRAVE - _ SAA/D/EGUITO DR. ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER
AND OBJECTIONABLE J Q
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL
IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN 0
ro" COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY O
TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICA-
S E C T/ O N F F TIONS. Q O
SCALE !" _ /O' 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH V
SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS U)
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK. AND LEFT J
IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED
OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE J
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN Q
ACCORDANCE WITH THE GRADING ORDINANCE. Q)
SOILS ENGINEER'S CERTIFICATE 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED LL
' °' OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS
0 a5r i I, MARK D. HETHER/A/6T0A/ A REGISTERED CIVIL ENGINEER IN THE STATE OF J
Q v
CALIFORNIA, BUSINESS THE FIELD OF APPLIED SOILS MECHANICS, HEREBY THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
APPEARANCE FREE FROM UNSIGHTLY
n CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS',SITE WAS DEBRIS. APPROVAL OF
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGI-
>' S MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES oc Toe�FZ, 1 9a9 AND �'FER AND CITY ENGINEER PRIOR
TO THE DISPOSAL OF ANY SUCH MATERIAL. V.
n
D; f, ONE COMPLETE COPY 0 P L FROM W
1st' Mr�eA N THI STUDY, Y ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
I
�pEE551gN _ z RD.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS Q
AND SPECIFICATIONS.
SANTA FE OR,
cn
W 41782 rri �� Y SIGNED ' �� 0 �E1 HFq /y�Ey �9
at EXP. -3/ -1992 'D ,�/�
41 s Z �f1189 G-� .� 9 7 1 1 1 Nn 391 Z
RICE NO.
CIV1� ��� � [xo uate a a DINNER � PERM /TIFF ; � z
�O�' EXPIRATION DATE ,� �� �P` W/LL/AM R. WEAVER PHa/VE 6/9 -436 -Oel0 W
�F �� VIC /NIT Y MAP CA 96/ SAN D /E6U /TO OR., ENC /N /TAS, CA 92 0 24 z W
NO SCALE f Oi CA 0,
CIIO -
CD 0 O
DFSIG ED BY DRAWN BY I CHECKED BY Z c�
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT BRIA P011-oTY 1 L. / L.MO7'O R/C ARO E. S&R6
APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q Cl
ASSUMED ELEVAT = /00' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP RO E GRAD /N6 PLAN
TOP OF RIM OF SEWER MANHOLE OF SAA/ A PORTION OF LOT /, L3L OCK K, E/VC
/N /TAS H/GNLANOS,
A AT lit/TERSECT/O/VOFMELL3AR0. HORIZONTALA DATE f 90 BY: BY: trry Nc91NG rt MAP 2141• 0116
ND D /ECU /TO OR.
VERTICAL AS SHOWN R.C.E. NO.: 41782
DATE: DATE: _
ENGINEE
EXP 3 -31 -1992 R.C.E. R.C.E. WORK PROJECT NO. SHEET / OF
L E6END
/NDICATES EXISTING COAJ7
INDICATES PROPOSED CONTOURS -
007.!!9) INDICATES EXIST /NG SPOT ELEVATIONS.
107.60 /NDICATES PROPOSED SPOT ELEVATIONS.
--� i_ /NDICATE5 DAYL 16HT LINE.
—"— INDICA7E5 PROPERTY LINE.
F. F. INDICATES FIN /5H FLOOR
T. W. INDICATES TOP OF WALL
® /NDICATES CONCRETE BLOCK RETA /NIA/G WALL .PERSD.R.S.D C -Z
- ► y
1N9ICA7E5 D /RECT /ON OF ORAIAIAGE FLOW.
INDICATES CUT BANK
4MOdW /ND /CATES FILL BANK
op I/VD /CATES METER BOX TYPE CATCH BASIN.
"I ____ INDICA7ES 8 " PVC ORA /N P IPE.
i
\ N TG. INDICATES TOP OF GRATE
\ p 0 F. L. INOICATES FLOW LINE
EX1571NG I O cp Cl N I G. B. !ND /CATES GRWDE BREAK
; (l1i,50) 589 ° 5700 "W \135.00' S
EX /ST /NG OQ� NWOODFENG
' , I SHED BE /06 041A
, NT /T /ES:
R O D C4J N
r r I E V K 2: /
EX /ST /NG � TREE� , I _ _
b�So ToREN. cUT Z20
CUBIC YARL75 FILL 220 CUBIC YARDS
T' e Is I 1
t o , �
tea' ` 11 'f •' O • , Gs+►.
NOTE: OUANT /T /ES SNOM/il/ HEREON ARE FOR PERMIT FEE PURPOSES ONLY
A ?y so °. a A a
20 20 /T /5 THE RESPONSIBILITY OF THE CONTRACTOR TO VER /FY 7HE5E 16URE5
FOR B /,D 'PURPOSES.
-�-90' —
25'REAR YARD 5'ETBACK Ip�
' ° U loI`r OFFER OF AVERAGE SLOPE OFAREA
AlT YARDSETBACK DEDICAT /ON
'J\ �k R• �° NEW; 2 STORY RE$1DEA/CE` '� I S 0.0023 X 2'CCONTau,RINTERVAL5) X S05 'CL.Y
EATHOFCOA/TOORS)
0(� F. F.' /0<9.00 0.3099 (A
EY15TIA16 7'N16H X Q' W
CHA /N LINKGENCE 3 d o w PAD � ELEVAT /ON = /07.50; I 5 = 7.50 ° o
''
i ? �5c o .' U – l01 ?`'� 3 STEEPEST EX /ST /N6 % OF SLOPE _ Iz.5
Q (91 �1.0 '� q l07•� 1 Q MAX /MUM VERTICAL DEPTH OF CUT = 4-'
MAX /MUM VERT /CAL HE/dHT OF FILL =,5'
C CONCRETE PATIO ? ;
W W VOLUME OF CUT= 5940 CU. FT.
/o� = Z. 97'1CT AVERAGE DEPTH OF CUT
4 -<�o �,' �} / N , AREA OF CUT = 2)002 .50. FT
W
O 1 o QI b9 > 'U VOLUME OFFILL= 5940 CU T. F
= Z.BO FT AVERAGE HE/GHTOF FILL
AREA OF FILL= 2 � /22 S O. FT.
j , I � r, .� a 1 b� ^ � k {
� to ae) U o
Q.
W O TOPOGRAPHY COMP /LED BY FIELD SURVEY METH OCT D O OG /9 /ge9.
/ t
NEW 514LE STORY � s � W Q I r
Cl a 3 CAR; 6ARAGE
iq 6 `{ F.F. f /07,67 ❑ // L u
7 °Z I Q (n
, O EL.- /05.6 /O4
MET X0 1.5 8 i h I W
�
ER6YDISSIPATO � '4
:<_ RIP K a 6'TN/CK, 1 n j W
I� 8 OACWA16
3 . S TRACK l
2.Od - --
, 0
-W //1.50 F
27 L.. ' /0'
` = ° ❑ -- r6 pv s eok 35 /06YA R x 3 L
\\ /.�T /N6 7XEE � A l ETB I / ,
1 ` EXPfIN$ /ON JO /NT TY EX
P - BE, REMOVE ok 15' I Jk Q • s' S Lu
' ' ME7;ER60XOR4/N\\ ,� 50 a � • to
DRIVEWAY oyp P/ PAR�N6 -TG.'" IOC' �� �EX /STIN6TREE I v
73
/07 ° W- ;I�POfbUA 109.D F�r, /04 Ox P - Y - -� i 7DQEMA /N
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' OFf � t 101-9 0 ul .' Ioq r 20.0 /N ;DEDI ATl x
1
T�E9 7V RE� NEVI 3 -6
I X011 70 '° a �( `EXIS ? /N6 w OOD F W
"! ENC E
„ E FENCE
T a• � �EX /STING W/ E D ✓ I
o ° N OOIJFN�CE /06.50 9v63 °22'40 "E /359 EX157 /N6 TREE TO BEREMD✓—
METER TO REMAIN J
J ` a �EX /$T /N6 WATER o
_ _ _G
EXlST/N POLE Io'�'_: ° ^ °, _ D OF PA VIN _ O
POWER ;
41X268 3 g — EXl5TING o -
EXlSTING 7ELCO �OB
- ER Q
CABLE 7' /00
PEDESTAL' �W MA
rop OF RIM V A-rloAl
W J
—w J
MEL BA ROAD o
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—� EX15TIN6 WATER I✓/A /N
Lid
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SCALE: I =
Z
O PC Z
w 41782 m
oc EXP. 3-31-199Z m
IVI�
w
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C�
Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT 6 RIAAI PO HY I I /flE OTO WICtfARR E. AOERC7
APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W
ASSUMED ELEVATION = /00' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN
TOP OF RIM OF5E MANhfOLE OF A PORTION OF L 0T !, BLOLf! K ., ENC /N /TAS H/6HLANO3,
AT INTERSECT /ON OFMEL6A RD. HORIZONTAL A55HOWN / DATE -3 �O 9d BY: BY AelAP 2I¢1, OII CJ
z
AND 3 Al A D /ECU /TO DR. R.C.E. N0.: 41782 cl E1aCINEER
VERTICAL A SHOWA/
DATE: DATE:
ENGI R EXP 3 •3/-/992 R.C.E. R.C.E. WORK PROJECT NO. SHEET 2 OF 3
LEGEND
- I/O INDICATES EX /STING COA/TOURS.
IND /CATES PROPOSED CONTOURS -
007.89) IND /CATES EXIST /N0 SPOT ELEVATIONS.
107.60 IND ICATES PROPOSED SPOT ELEVATIONS.
IAID /CATES 0AYL /6H7 LINE.
—"— INDICA7ES PROPERTY LINE.
F. F. INDICATE,? F /N/SH FLOOR
T. W. INDICATES TOP OF WALL
® INO /CATES CDAeRETE BLOCK RE7A/N/N6 WALL . PER S.D.R.S.O. C -L
y IAIDICATE5 D /RECT /ON OF ORA/A/AGE FLDW.
.S EE EROS /ON CONTROL /VOTES ON SHEET A/a 1. INDICATES CUT BANK
1/1D 1CATES FILL BANK
Qo 11VD /CATES METER BOX TYPE CATCH BASIN.
INDICATES B" PVC ORAIA/ P /PE.
I TG. /NDlCATES 7
0 F L. INDICATES FLOW LINE
�i,Y1.57.'rUCa I �; q� b.- � � G. B. /NDlCATES GRADE BREAK '
_.1 S09 ° 5700
r �h,� - QIJANT /T /E5
j
CU7 = 2Z0 CUBIC YARDS FILL = 220 CUBIC YARDS
G
i ? h'EJ ✓If7t -
i
NOTE: OUANT /T /ES 5HOWA.1 HEREON ARE FOR PERM 17 FEE PURPOSES ONLY.
-- 2d r 2'> /T 13 THE RESPOA/SlB /L ITY OF THE CONTRACTOR TO VERIFY THE5E -C /6URE5
A FOR B D PURPOSES.
r A
4
J � /
��
{
1
r � �,r -,',° •� '' I AVERAGE SLOPE OF AREA
� � - I � _,_ 1, -:� r ��,h�. r�,���, �c <_,-r. •�; � ' I
` ?JEW, ' 2 STORY Ft'ESIL EAlCE $ 0.002.9 X 2' (CONTOUR IAI TERVAL5) X 505 ' CLEMoTH OF COUTOURS�
,t [ F. F. / IOo CA'
0.3099 64CQC5)
P'AD E'LEVATIOIll = 147.50 r
41
S = 7.50 '/0
f
'
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41782
EXIP 3 -3/ -/992
W (/') �
CM�E Z
Z
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT R /AN 0I. L. /a oT0 C E APPROVALS
CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q
ASSUMED ELEVAT /ON = 100' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OV INTERIM EROSION AND JED/MENT
CONTROL PLAN
TOP OF RIM OF5EWER MANHOLE
NTERSECTION OF /ro EL,8A RD. HORIZONTAL AS 5HOWN DATE 3� BY: BY: AI P Y / 41 /ON OF LOT !, BLOGK K, ENCIN/TAS H/6NLAN01,
AT I
AIVD .?AN DIE6UITO DR. L G GITY ENSINEER O� /e _
R.C.E. NO.: ¢
VERTICAL A SHOWN DATE: DATE: A(d�
ENGI 3 - 31
EXP. R.C.E. R.C.E. 2Zj14 WORK PROJECT N0. SHEET ,3 OF,3