1999-6037 G (Plans) WORK TO BE DONE B. N IF I CAT IONS 4. CUT AND F ILL SLOPES SHALL BE CUT AND TRIMMED 10. SHOULD GERMINATION ION OF H YDROSEEDED
SLOPES FAIL EAR THWO K QUANTITIES:
TO FINISH GRADE TO PRODUCE SMOOTH SURFACES- TO PROVIDE EFFECTIVE COVERAGE OF GRADED
1. THE EXISTENCE AND LOCATION OF UNDERGROUND AND UNIFORM CROSS SECTIONS. THE SLOPES OF SLOPES (90% COVERAGE)
PRIOR TO NOVEMBER 15,
A. GENERAL EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, THE SLOPES SHALL BE S T A B I L I Z E D WITH PUNCHED
TOTAL FILL = 15b YDS. EARTHWORK QUANTITIES ARE APPROXIMATE
UTILITY PIPES AND STRUCTURES SHOWN ON. PLANTED AND TRIMMED AS DIRECTED BY THE STRAW INSTALLED IN ACCORDANCE WITH
SECTION TOTAL CUT = 50 YDS. AND TO BE USED FOR PURPOSES
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
1. ALL WORK SHALL BE DOME IN ACCORDANCE WITH ENG I NEEJR OF WORK AND LEFT IN A NEAT AND 35, 023
OF THE EROSION AND SEDIMENT CONTROL IMPORT AMT. = 100 YDS. O NLY. ACTUAL QUANTITIES MAY VARY DUE
THESE PLANS, THE STANDARD SPECIFICATIONS RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ORDERLY C O N D I T I O N , ALL STONES
ROOTS AND HANDBOOK OF THE STATE OF CALIFORNIA TO SHRINKAGE & SWELL FACTORS.
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN THESE PLANS, HOWEVER: OTHER WASTE MATTER EXPOSED OR EXCAVATION OR DEPARTMENT
OF CONSERVATION
CONSTRUCTION STANDARDS OF THE CITY OF E N C I N I T A S EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME AVERAGE DEPTH
OF CUT MAX, VERT. CUT = 3.3
AND THE SAN DIEGO AREA REGIONAL STANDARD THE CONTRACTOR IS REQUIRED TO TAKE DUE LOOSENED SHALL BE REMOVED AND DISPOSED
OF
DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM PRECAUTIONARY MEASURES TO PROTECT ANY THE TOE AND TOP OF ALL SLOPES SHALL BE
SODS ENGINEER CERTIFICATE , MAX. VERT. FILL 6. 7
I JOSEPH SMYTH A REGISTERED CIVIL ENGINEER IN 50 C. F. = 5.4 FT.
SHALL BE APPROVED BY THE CITY ENGINEER EX I STING UTTL I T IES OR STRUCTURES LOCATED ROUNDED IN ACCORDANCE WITH THE GRADING
- -
AT THE WORK SITE. I T I S THE CONTRACTOR'S THE STATE OF CALIFORNIA, PRINCIPALLY D ❑ING 5, 000
S. F.
PRIOR TO ANY REQUEST FOR INSPECTION. ORDIN ANCE, BUSIMESS IN THE FIELD OF APPLIED SOIL MECHANICS
2. THE SOILS REPORT TITLED � 'SITE INSPECTION
RESPONSIBILITY TO CONTACT THE FOLLOWING HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE � AVERAGE
DEPTH ❑F FILL STEEPEST EXISTING
PROPOSED BU-ILDING SITE, 700 BLOCK VULCAN AVE, OWNERS OF SAID UTILITIES OR STRUCTURES NATURAL SLOPE
ON -SI 1?%
OF ENCINITAS' FILE NO. 9613, PREPARES BY PRIOR TO ANY EXCAVATION, FOR VERIFICATION 5. ALL TREES, BRUSH, GRASS, AND OTHER
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS a-, 700 C. F. = 2. 7 FT.
CITY
C ITY TESTERS, DATED APRIL 2, PREPARED
AI A ND LOCATION OF UTILITIES AND OB JECTIONABLE MATERIAL SHALL BE COLLECTED, MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE 1, 000 S. F.
ADDENDUMS, SHALL BE CONSIDERED AS A PART OF NOTIFICATION OF COMMENCEMENT OF WORK: PILED OR OTHERWISE DISPOSED OF OFF THE
SITE DATES 04/10/98 AND 04/24/98
BY THE CONTRACTOR S❑ AS TO LEAVE THE AREAS ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
TH -IS GRADING PLAN. ALL GRADING SHALL BE DONE THAT HAVE BEEN CLEARED WITH A NEAT AND FROM THIS STUDY,
WITH MY RECOMMENDATIONS HAS ASSESSOR PARCEL NO.: 258- 214 -09
IN ACCORDANCE WITH THE RECOMMENDATIONS AND n. SEWERS � ENCINITAS SANITARY DiST.
SPECIFICATIONS CONTAINED IN SAID RE - P ORT. 633 -2770 FINISHED APPEARANCE FREE FROM UNSIGHTLY BEEN SUBMITTED TO
THE OFFICE- OF THE CITY
DEBRIS, APPROVAL OF LOCATION OF DEBRIS FILL ENGINEER. FURTHERMORE, I HAVE REVIEWE - D THESE
CE O
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE b. GAS . 2/G3a
ELECTRIC - SDG8�E - 1- 800 - 422 -4133 SHALL BE SECURED FROM THE SOILS ENGINEER AND GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS o3
APPf�O/AL ❑F SIZES, LOCATION AND TYPE OF CITY ENG -INEER PRIOR TO THE DIPOSAL OF ANY INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT _
DRAINAGE FACILITIES, NOR ❑F IMPROVEMENTS C. WATER - SAG DIEGUITO WATER DISTRICT - SUCH MATERIAL. HAVE BEEN INCORPORATED
IN THE GRADING PLANS AND A A
WITHIN STREET RIGHT -OF -WAYS. SEPARATE 7„0 633 -2709 SPECIFICATIONS.
APPROVALS AND PERMITS FOR THESE SHALL BE d. TELEPHONE - PACIFIC BELL - D. LANDSCAPING SIGNED G. s / 0t to**
'
REQUIRED IN CONJUNCTION WITH IMPROVEME - NT 1 800 - 489 - 3441 R N `
PLANS, CE W
e. CABLE TV - DIMENSION CABLE - 471 -9000 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN *� * SAND
FILLED BAGS
4. WRITTEN PERMISSION SHALL BE ❑BTA I N ED FOR ACCORDANCE WITH PLANS APPROVED BY THE CITY EXP. DATE Gf
(3 BAGS HIGH)
ANY OFF -SITE GRADING. ENGINEER. PLANS SHALL CONFORM T
- O THE CITY OF'
.� } � n of C � 2 BAGS HIGH WEIR
ENC I N I,TAS - 6R I NG ORDM NANCE AND ALL ADOPTED 011rNRR � S CRRTl1�'ICi!?'R
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS 2. CO ":TRACTOR SHALL NOTIFY THE CITY ENGINEER'S LANDSAPE AND IRRIGATION R STANDARDS.
T OFFICE 48 HOURS PRIOR TO BE-ING ANY WORD
REQUIRED TO PROTECT ADJACENT PROPERTIES ES � I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR ON THIS PROJECT. PHONE: ( 760) 633 -2770 ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE
DESTROYED SHALL BE REPLACED OR REPAIRED T❑ 2. FINISH GRADING AND PLANTING SHALL BE RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY ACCOMPLISH ON ALL SLOPES PRIOR TO OCTOBER-1 B
CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON
CALLS FOR INSPECTION. PHONE: (760) 633 -2770 AND GRAVEL ON THE COMPACTION AND STABILITY OF GREL
FILLED BAGS
ALL WORK PERF ORMED WITHOUT BE�PIEF I T OF ❑R IMMEDIATELY UPON COMPLETION OF ANY SLOPES THE J ITE. _
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY INSPECTI ❑N WILL BE SUBJECT TO REJECTION AND
GRADED BETWEEN OCTOBER 1 AND APRIL 15: SECTION E -B SECTION A -
MONUMENT OR BENCH MARK WHICH IS DISTURBED REMOVAL. " -�s_ Do FOR CATCH BASINS, PROVIDE A SAND
AND GRAVEL BAG SILT BASIN
OR DESTROYED SHALL BE RE-ESTABLISHED AND E. EROSION CONTROL NATURE DATE: IMMEDIATELY UPSTREAM OF INLET. }
REPLACED BY A REGISTERED CIVIL ENGINEER C. GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CADIA M. D.
TEMPORARY DESILTING
OR A LICENSES LAND SURVEYOR.
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY JERRY PETERS AT ( 760) 632 -9292 AND EROSION
CONTROL DETAILS
NT R SHALL DESIGN CONSTRUCT AND A QUALIFIED SOILS ENGINEER ❑R UNDER HIS
7. THE CO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK NOT TO SCALE
MAINTAIN ALL SAFETY DEVICES, � INCLUDING D I R ECTION.
EXCAVATION PLACEMENT AND COMPACTION AN ON ❑F FILLS
LLS SHALL BE MADE AVAILABLE AT ALL TIMES DURING y
rc
SHO I NG, AND SHALL BE RESPONSIBLE BLE F❑R THE RAINY SEASON, ALL NECESSARY MATERIALS
CONFORMING TO ALL LOCAL, STATE AND FEDERAL AND BACKFILLS AND COMPACTION OF TRENCHES. HE T �y ,,
W
SHALL BE STOCKPILED ON SITE AT CONVENIENT -s,
SAFETY AND HEALTH STANDARDS, LAWS AND SHALL SUBMIT SOILS REPORTS AS REQUIRED AND LOCATIONS TO F A C I L I T A T E RAPID CONSTRUCTION
WILL DETERMINE THE S U I T A B I L I T Y OF ANY FILL �, T �:T GR ADE TO T/G ELEV. C
DRA"
REGULATIONS. MATERIAL. UPON COMPLETION OF GRADING OF TEMPORARY DEVICES WHEN RAIN I S I MM L NE.. I . °�. � DRAIN
GP�,p'E T N
s
OPERATIONS HE SHALL STATE THAT OBSERVATIONS
8. GRADING AND EQUIPMENT OPERATING WITHIN AND TESTS WERE MADE BY HIM OR UNDER HIS 3. DEVICES SHOWN ON PLANS SHALL NOT
BE MOVED OR M `
PA
ONE-HALF (1 /2) MILE OF A STRUCTURE FOR SUPERVISION AND IN HIS ❑PINION, ALL MODIFIED WITHOUT THE APPROVAL OF THE
PACIFIC
F s . RIQUEZA ,�►
ST. COMPACTION TO BE CONC. METER 80X In HUMAN OCCUPANCY SHALL NOT BE CONDUCTED
EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED ENGINEERING INSPECTOR. ITE PER SOILS ENGINEER'S M
BETWEEN THE HOURS OF 5:30 P. AND 7-30 A. M. IN GENERAL ACCORDANCE W I TH THE APPROVED WITH
SLOTTED METAL p
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED GRADING PLANS- AND THAT ALL EMBANKMENTS AND 5� SPECIFICATION �7
! /� GR /yy T � // O{ LS �/ r�
nr r Q O it �i �^•� W
HOL I DAYS. EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION NTA FE DR.
CONTROL DEVICES TO WORKING ORDER TO THE
J U In
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL SATISFACTION OF THE CITY ENGINEER AFTER W
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A EXCAVATED SURFACES PROVIDE POSITIVE EACH RUN -OFF PROD! JC I NG RAINFALL.
TO BE
- N F WAT VI CINI ff - MAP MAINTAINED CLEAN eY PREGRAD ING MEETING HAS BEEN HELD ON I TE WITH THE DRAI
AND PREVENT POND I NG ❑ TE . H E Li
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL SHALL CONTROL SURFACE WATER AND AVOID DAMAGE N ❑ SCALE OWNER
AFTER CONST. PVC GRAIN PIPE N I-
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND TO ADJOINING PROPERTIES OR TO FINISHED WORK 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
COMPLETED. W
PERMI TTEE. THE PREGRADE MEETING SHALL BE SCHEDULED ON THE SITE AND SHALL TAKE REMEDIAL MEASURES EROSION CONTROL MEASURES AS MAY BE
REQUIRED DECLA OF RESPONSIBLE CHARCE r :• Q
TO PRE EROSION OF FRESHLY GRADED AREAS BY THE CITY ENGINEER DL IE TO UNCOMPLE
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY UNTIL SUCH TIME AS PERMANENT DRAINAGE AND GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
Z
CALLING (760) 633 -2770 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK
EROSION CONTROL MEASURES HAVE BEEN INSTALLED. WHICH MAY ARISE. FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE
�� w
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED LL_ Z
OR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND
SHALL I N SECTION 6703 OF THE BUSINESS AND PROFESSIONS I n
10. PRI
C CODE AND THAT THE DESIGN IS CONSISTENT WITH cJ L� � � � ( W 0
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT BE FILLED AND FILL SHALL BE PLACED IN TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL ACCORDANCE WITH STANDARD SPEC I F I CATI ❑NS. ALL TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS
CURRENT STANDARDS. O z DN
FROM THE CITY ENGINEER FOR PROPOSED HAUL ROUTE. VEGETABLE MATTER AND OBJECTIONABLE MATERIAL CREATE A HAZARDOUS C ❑ND I T I ON. I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS CA TCH BASIN (PVT.,) DETAIL � _
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND SHALL BE REMOVED BY THE CONTRACTOR FROM THE AND SPECIFICATIONS BY
THE CITY OF E N C I N I T A S IS A CY Q
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 7. ALL EROSION CONTROL MEASURES PROVIDED
PER THE CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE M 3 ON
WITH REGARDS TO THE HAULING ❑PERATI ❑N. LOOSE FILL AND ALLUVIAL SOILS SHALL BE APPROVED GRADING PLAN SHALL BE INCORPORATED
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES I21� OD
REMOVED TO SUITABLE FIRM NATURAL GROUND, THE HERE -ON, FOR PROJECT DESIGN IMPORTANT NOTICE 3
.
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH �Z . Section 4216/4217 of the Government Code 0
OF 6 INCHES AND THEN COMPACE D TO A MINI MUM OF 90 requires a DigAlert Identification Number
1 1. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERCENT. IT SHALL BE THE CONTRACTOR'S B. GRADED AREAS AROUND THE PROJECT
PERIMETER BY: VICTOR RODR I GUEZ- FERNANDEZ DATE: �OFEss be issued before a "Permit to Excavate" U O
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND RESPONSIBILITY T❑ PLACE, SPREAD, WATER AND MUST DRAIN AWAY FROM THE FACE ❑F
SLOPE AT R. C. E. NO. 35373 EXP. DATE: 9 -30- 03 � s pa �� will be valid. For your D e rvic I.D. Number > 00
FINAL RELEASE OF SECURITY, AN AS- GRADED COMPACT THE FILL I N STRICT ACCORDANCE WITH 8301 W. WASHINGTON ST., SUITE
5 „4? y Call Underground Service Alert
T THE C❑N£LUS I ON ❑F EACH W❑RK DAY. PEORIA, AZ. 85345] be issued before a "Permit to Excavate"
CERTIFICATION SHALL BE PROVIDED STATING: THE SPEC F I CA I ONS.
GRADING UNDER PERMIT NO. 60F37 -G HAS BEEN PH/FAX: (602) 979 -150'5 ; (d88} 689 -4795 ur !�. C -35373
rn TOLL FREE 1- 800- 422 -4133
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 9. ALL REMOVABLE- PROTECT I W DEVICES SHOWN SHALL � E� 9 -30 -2003
� two work a before dig
w
APPROVED GRADING PLAN OR AS SHOWN ON THE BE IN PLACE AT THE END OF EACH WORKING DAY �7r CIVI1.
~ • ~ WHEN THE F I V E ( 5) DAY RAIN PROBABILITY LEGAL DESCRVPTIO F t o
ATTACHED AS- GRADED PLAN'. THIS STATEMENT OFCAvF
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT FORECAST EXCEEDS FORTY PERCENT (
40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH LOT 11 IN BLOCK A OF SUBDIVISION OF EAST BLOCK 7
IN
OF THE CIVIL ENG I N€ER WHO CERTIFIES SUCH REVIE BY: REVIEWED BY: RAINFALL. COUNTY ❑F SAN DIEGO, STATE
SITE ADDRESS. JERRY DONNA PETERS
GRADING OPERATION. THE CITY OF ENCINITAS, 0 4
OF CALIFORNIA, ACCORDING TO MAP THEREOF N ❑, 33, P. O. BOX 1091 CARDIFF CA 92007
� Uj
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN 7A3 & 745 VULCAN AVENUE ,
. W
i DIEGO COUNTY, MARSH 19, 1887. ENC I N I TAS, CA. PH: ( 760) 632 -9292 4
E SIGNATURE EXPIRES 2 YEARS FROM DATE C4
;REVIUEWED NITY DEVELOPMENT vtsi` -F BY SAWN BY ��,V -F BY APPROVALS CITY of E1<vc INI'TA S ENG I NEER
ING DEPARTMENT
R E V I S I O N S APPROVED DATE REFERENCES DATE BENCH MARK SCALE DRAWING NO, q
VR -F VR -F VR -F w � �,
NAD83 POINT ~ ENC TC 2~ BY: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ❑VED GRADING AND EROSION
CONTROL PLAN FOR:
HORIZONTAL 1' = 10'
BRASS CAP @ TOP OF CURB DATE / BY: /14.114 BY:
OF S. VULCAN QVE. BETWEEN EAST VERTICAL N/A (� � R. C. E. N0. 35373 CITY T Y �E N I N E E R VWLC" AVE
• C O� � UMS (3 037-G
1� �� _z
• 'V.�.C ^� DATE d DATE.
D STREET & EAST E STREET. � DATE: VICTOR RODRIGUE - FERNANDEZ EXP. 9 -30 -2003 ' ELEV. = 89. 87
VIER DATUM 2 i CIVIL ENGINEER TPM 98 -179 1�1 SHLL1 I �F 3
JOB # 99-213
rn
NOTE:
XI Ix
ALL UTILITIES SERVICING THIS SITE ARE TO BE UNDERGROUND, P P rJ 1 I d SDRSD DWG. NO
PROPERTY LINE �
PROPOSED PVT. RETAINING WALL C -4, C -3 j
i ➢ I I I �`' PROPOSED INVERT ELEVATION IE
� I I I PROPOSED
cn
1 _ o I I FINISHED GRADE ELEVATION FG
2� ' - - - - 1 j PROPOSED TOP OF GRATE ELEVATION TG
I c i I L r- �' z I t I Z PROPOSED TOP OF WALL ELEVATION TW
I ;)o I I d 1 rn m I t I o
X I I �'-' I � > i I I � PROPOSED TOP OF FOOTING ELEVATION TF
u') 1 I 1 �, � �\ I t �� I I I o �
i rn ,► - o I c? n ► I I �
PROPOSED FINISHED FLOOR ELEVATION FF
0 I '-` I t I 1 I n � I t I c7 PROPOSED SLOTTED DRAIN PER DETAIL SHT. 1
�, I ~ I I y r t I I PROPOSED 12"X12" CATCH -- '�-
I l °D-11 z l � � I I � rn I I I � BASIN (PVT.) W /6"PVC DRAIN -- --
I I u , "� PER DETAIL SHT. #1
< 1 1 STREET CENTERLINE -- -
1 z „� I _ _ - 1 C RET. WALL DAYLIGHT LINE .�T
II
i x m It ➢1 1 0 �� L ____ - - I 1 I i t Icy FILL L� o I
1 I� m l m l I� I �� I � 1 1 I R/W LINE
1 l z 1 � I► _` I 10 9e i it
t R W
i F c �o o ,� o , ,�C ,,° I I ►I ; PROPOSED CONC. PAVEMENT (MIN. 3" OVER 4" OF BASE)
PROPOSED CONC. STEPS M -26 8
o,`b
Tom) - - > >> I I�`� ° AC BERM
m 1 I �'�, \z 10 0 , - 6"Pvc _ __ ° I lI ► EXIST. 2 MOVED PROPOSED TRENCH RESURFACING
(PER CITY OF ENCINITAS STD.) 0
TO BE RE
_ - - _ , S - ..1 p4. a °. X I I PROPOSED 1 " COPPER WATER SERVICE W =1, W15A =2, W25 �— W
—
o c� 1 i I I I � ; - -_ _ _ _ - �e-� —: - a o2.7F . �� cr
Z_ `�► j o I • I FG PROPOSED -13, S -19
4" PVC SEWER LATERAL S S
I Irn C J I I tD ►rl!` 98.7 I t D � 111 I `
I I U' t o I 1 Z o' ► ��G `. to I / v to o ; 11 I 11.7 HP
I I Co . J6 1 I 'c'_'.1 1 0 e I I I
l EXIST. CONTOUR '
1 °' ► 'I- - �''� ; y c N o I I N ° ° I ;; I PROPOSED CONTOUR X 1 1 D I
C) 18 ��•� ° I 1
�k• - e- -w I ° >>° c!1 �„ 11I I �r -- -- - -- --
I I ► II ,� 1 0 o °�.� o ° 3 44c> I 1 1 x EXIST. EDGE OF A.C. PAVEMENT %
% 7 - - Tom/
W ` C -3 RET. FF2 =110.3 I C I • �s ° 1% MIN Xo�
I I
I t I 0 '�I N �, it WALL 0 ° o o a 4 I I PROPOSED DRAINAGE DIRECTION
ti 1 1 = 10 1 • 2
I (TYp) I I
t I 1 A w. I� (n e e I n ;
PAD =100.7 I o t i �,• °` ° 1 11 I o DRIVEWAY G -14
�o r'' I ,�'` ° ° Z ° ; I I ALLEY
�... ,. J "$ ?mac �- _ _ I -r, 1 �� i EXISTING BERM = ____ _______ _ ___
N ' _ t I / / Tom/
A
C- 4 RET. 0 i co . 4AA-- 1 1I� I x 5 5
I 25, I II I _0�� WALE � I ° ° ,� ° 111 .3F5 N 11 ;� --� 20' 5'
� 1
I I 0 9 1 N J :X .102.7 o�� I n I W w V1
i I 'Ngiiy ► , �� + 1 Q1.1FS .. - -_ �, EXIST. A.C. BERM TO �� W
1\ I 1 I I ;, •? 99 .6FS _ ______: - - °• '�o w. I D BE REMOVED w
-
h p o ro) ov C
t U U g a► h cr b .? o
"PVC (T I - - _ _ - �i. ._f I�
�� YP h 0 �• �p �v �; �'� < I z _ - - -
c.e r 1 � �- EXIST A.C. PAVING GRADE TO R/W r
I I ►► 9�� W C= Z 4 RET. WALL K _. I - LIMITS AT 2x El
i 210' -
�
I' I p I I VULCAN AVENUE U Ll
.00 1 cD� = I I „1, � I I _
i I I TYPICAL SECTION
t I I I I �; ; I ► NO SCALE N
=
0 GRAPHIC SCALE
30 ; I t I � I I f I; � I I i z
I t1 I I t I Z
;1It It I� I I t JF -
( IN FEET) I� I I I , , 1 I E
I INCH= 10 ' FT I� 1 I I ii i l
t t
I I I \ i i I I
N
11 I I ; I ; ; EXISTING BERM w
I TO BE REMOVED 20' ALLEY
l'7
0�
' li
,►
, O /
SLOTTED 7 /
DK 00
108 - __ - _ _ __ 'DWR �t - r �- 108
110 11 F 110 n o
EXIS7. 2 A.0 BERM
' S 10' 10' 12' TO BE REMOVED 00 low— -- -
EXIST ST. >
CONC. WALKWAY 104 ' - - - 10 1 2�
PIED =.03.2
106 106
-_ _ _ - _ -- - - ___ - -- Z 10' VERT. CURVE A.C. P A IVI N G
- - -- -- --
P1 =109.6 1 10' VERT. CURVE •
CONC. - FF -101,2 — — _ MIN. 3" AC ON 4" OF BASE
PAD I
— _ — 03 � EXIST GRADE 100 - _. -__ . _ _ sa•� _ — �' 1 C�fl
—
- -- - - - - - -- -- - - - - -
_ RP � ;
102 -- - - - - - - - -- - - -- -- - 102 , -
G
9 T YPICAL SECTION
SCALES HORIZ. 1" = 10' �` ?�` — SCALES HORIZ. 1 = 10' w
SECTION B-B " 96 - _ C -3 RET. WALL _ R ,„ __ 4 � _ - - - _ - 96 NO SCALE w
VERT. 1 = 4 - — _ _ -, C - RET. WALL T '
DESIUNED BY LAWN B r CrE�KED BY CITY OF ENCINITAS
REVISION APPROVED DATE REFERENCES DATE BENCH MARK S C A L_ E e�° �o V. R. -F. V. R. -F. R. F. APPROVALS
ENG I NEER I NG DEPARTMENT DRAW I NG NO, W Q,
O ,cuE
NAD83 POINT " ENC TC 2" HORIZONTAL I• Io ` `ti PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP v E GRADING
PLAN FOR
z
BRASS CAP @ TOP OF CURB EAST SIDE ; d No . C -35373 m _ DATE: � BY: /0. „Al BY: -
OF S. VULCAN AVE. BETWEEN EAST w - CITY ENGINEER VULCAN AVE. CONDOMINIUMS 6037—G
VERTICAL CAL N/A * EXP. 9 -30 -2403 ,� R. C. E. NO. 35373
'D' STREET & EAST 'E' STREET. �, �- DATE: 1/ 271 0o DATE: 1 - 1 1 - OD
.� pVIL ��P VICTOR RODRIGUE - FERNANDEZ EXP. 9 -30 -2003 �
ELEV.= 89.87 VERDATUM 29 TF OF CA��`�� ENGINEER TPM 98 -179 VULCAN AVENUE
SH �E1 � OF 3
0
�
JOB# 99 -213
i
i
xi I x
NOTE: i O 1 u'
ALL UTiLMES SERVICING THiS SITE ARE TO BE UNDERGROUND, P P
3
i 0 t 1 , I rn
1 t j II 1 1 -a +' ! I
O Z/ + I 1 I I
cf) i 1 1 I 1 O/
�C I ' - -_ -- I T 1 I ii v_I ( I➢ I I
1 A , 1 I zl I iZ I
+ � I 1 I + rn Im
x l I m , i , + , ► n/�
i + � 1 l �
i, rn l i � �' i i O 00 n
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BY LF-�AwN 1� Y `- "LLKLv BY c ITY o f EN ENGINEERING DEPARTMENT DRAWING N❑,
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE: Q ROFESSioti q V. R. -F. v. R. —F. v. R. -F. APPROVALS
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NAD83 POINT " ENC TIC 2" HORIZONTAL 1 - 10
4,�°�'R�GUEZ,'8►'��yGl PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPF20 VF- D EROSION CONTROL PLAN FOR:
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BRASS CAP @TOP OF CURB EAST SIDE No. C -35373 — / DATE BY. wt. MCA", CITY ENGINEER VULCAN AVE.
C OND OMI St 8037-G
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OF S. VULCAN AVE. BETWEEN EAST VERT
VERTICAL N/A * EXP. 9 -30 -2003 * / R. C. E. N0. 35373
'D' STREET & EAST 'E' STREET. s �P DATE Ii211 ev DATE: 1 �'L'1
gVIL ODRIGUEZ- ERNANDEZ EXP. 9 -30 -2003 VULCAN AV'E N'UE
ELEV. 89. 87 VERDATUM 29 FoFC ENGINEER = �A� VICTOR R
t�� 'TPM 98 -179 SHEET 3 CAF 3
JOB# 99 -213