1988-8306 G (Plans) i
i
I
GENERAL NOTES GRADING EROSION CONTROL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LEGAL_ DESCRIPTION
NARK _MO,#fl450A1___ - -_ - -_ AT C6 /9) 944- 7378_ (PHONE) PORT/O)V OF THE SOuTNHALFOFSECT/0A/33, T.12S.,R4A1, S.B.M.,
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER OR UNDER HIS D I RECT I ON. HE SHALL INSPECT
C /TYOFENC /N /TAS, COUNTVOFSAND /EGq STATE OFCAL /PORN /A.
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL EQUIPMENT AND WORKERS
FOR EMERGENCY WORK SHALL BE MADE A.P.N.: 21(o - o5.3 -17
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2.
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. ALL
GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
2• THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF
INVESTIGATION, PROPOSED SINGLE FAMILY RESIDENCES IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES
WHEN RAIN IS IMMINENT. SITE - ADDRESS
LOCATED AT THE TERMINUS OF EUCALYPTUS AVE., CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS EUCALYPTUS
AYENUE
ENCINITAS, CALIFORNIA ", PREPARED BY ALBERT R. AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 3. DEVICES SHOWN ON PLANS
SHALL NOT BE MOVED OR ENC /N1TA5 CA _920041
BARRY, DATED DEC. 28, 1988, SHALL BE CONSIDERED AS FOR THEIR INTENDED USE. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE INSPECTOR.
DONE IN ACCORDANCE WITH THER RECOMMENDATIONS AND 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
OWNER /PERMITTEE
SPECIFICATIONS CONTAINED IN SAID REPORT. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL DEVICES N,4RK N0RR /SON
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 617
-4 A/E5T4 AKE STREET
DAMAGE TO ADJOINING PROPERTIES OR TO F I N I S H E D WORK ON THE AFTER EACH RUN -OFF PRODUCING RAINFALL. EN41N/T45, C
92024 Ph(- 944- 73 76
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION _ ff,91D F T _
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. THE
CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL AVG. DEPTH OF CUT -
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MEASURES
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 5, 972 Fr? 1.`I9 F T.
-
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE INSTALLED. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE. AVG. DEPTH OF FILL = 8 910 Fri _ 0.5 9 F7
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN /S 092 FT 2-
CONJUNCTION WITH IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
GRADING. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
ESTIMATED_OUANTIT
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONDITION.
CUT _33 - C.Y.*
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 7. ALL
EROSION CONTROL MEASURES PROVIDED PER THE �
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON. FILL - - ,x - 30 C.Y.*
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
AWAY IMPORT - - - -- -- C.Y.*
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
ACCORDANCE WITH SPECIFICATIONS. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
A LICENSED LAND SURVEYOR. GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS DAY ONLY. (CALCULATED
ON A THEORETICAL BASIS. ACTUAL
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). QUANTITIES MAY VARY DUE TO SHRINKAGE OR
SWELL FACTORS). 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD
GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE ' OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER
15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED
OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED ACCORDANCE WITH THE GRADING ORDINANCE. STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE
BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON EROSION AND SEDIMENT CONTROL HANDBOOK OF
THE STATE OF
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT
OF CONSERVATION. j
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF
NOTIFICATIONS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
I
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS, HOWEVER: LANDSCAPING
THE CONTRACTOR IS REQUIRED TO TAKE DUE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
EXCAVATION, FOR VERIFICATION AND LOCATION OF
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: OF ANY SLOPES GRADED BETWEEN OCTOBER i AND APRIL 15.
A. SEWERS - 00094- 3273 )AFTC& TA1✓/,1988, DECLARATION-OF-RESPONSIBLE-CHARGE
CONTACT 944 -5070 - --
B. GAS & ELECTRIC - 600- 422-4133 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
C. WATER - 753-0155 DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH
D. TELEPHONE - 500- 422- 4'13.3 CURRENT STANDARDS.
E. CABLE TV - 600- 422- 4133 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI-
CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI-
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. BILITIES FOR PROJECT DESIGN.
PHONE: (619) 944 -5070
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR BY:___�!__ ___ � `� ------ DATE-2//u/0
INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED S_0_ ENGINEER'S CERTIF WAYNE ASCO
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO - - -` -- - - - -- ICATE R.C.E. 29577
REJECTION AND REMOVAL. I _ALBERT y. _B_A_RRY A REGISTERED CIVIL ENGINEER IN
THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD �q
OF APPLIED `OIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND tV
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
BY ME OR UNDER MY D I R E C T I O N ON DECEMBER Z 3, /.')Be _ _
____________________ S
HE
ONE COMPLETE COPY OF TOILS REPORT
COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN N0. 2957)
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I EXP 3 9577
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT �} �` /V11
HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. �� a t..
SIGNED: �a� / ���
- --
RCE NO.: GE 1f9
EXP. DATE: -- 3131130
M '4Y.
------- ----------------
AN 1 z9 , '1S1�97
PRIVATE CONTRACT �
PERMITS H ET - 2 W
CITY OF ENC /VITAS
REZONE PERMIT NO. NSA SHEETS
c GRADING PLANS FOR: h
ILL
SPECIAL USE PERMIT NO. NIA C c
Zo O RES o } ^(
\ c c m N TENTATIVE MAP NO. BS OG8 TPM 88 --068
z c- r cs b.
\ : z FIRE AGENCY C I TY APPROVED CHANGES BENCHMARK I
N 3 CALIFORNIA COORDINATE INDEX 330 14077
ay ry ENCINITAS FIRE PROTECTION AGENCY PASCO ENGINEERING No. Description Approved by Data
\ In u D GVO. DESCRIPTIOR: BRASS DISKSTAMPED D.G. 4 Approved ROBE9T WARREN
(619) 259 -8212 Enalneeroewerk A1AYA/E PASC0 _ (V
Q REVISED LOT DRAINAGE TO Z 4 1S/RD 5AN D IEGO CO. BENCH MARK /9408• C/TY ENG /VEER eJ�0irA`v
535 NO. HIGHWAY 10t ANDREW
APPROVED BY: SOLA BEACH, CA 92075 L By: ECGWIC !✓AL�'/✓gYOFSNCOR.OFTHEA.Tt .FRR BR US E , n EXP
3/ //9 �.c.e. ?9577 W =
IrV\ o
V/C �N / T {� MAp SAN D /EGO COUNTY T PM 8 L&A
RECORD FROM: • Oreding Q 0 ro •- / • Z W
�1 - � l Permit No. CJ J 071
NO 5CAL-E
DATE: ELEVATION: 69. 3408 DATUM: MEAN SEA GEYEL $' ate GD
W �
FILE N0.
PE -23f
9 ' LEGEND
EXl POOL DECK
PROP05ED GRADE 3' EX /STING PROPERTY LINE - --
3' M /,V. / /. PROPOSED PROPERTY LINES - - --
4, aNj1�,1 EXISTING CONTOURS
EX /ST. GRADE
PROPOSED CONTOURS � --
� G
SECTION A -A &VALE DETAIL aa YL / L /NE F ll—
NO SCALE NO SCALE EASEMENT LINE
DIRECT /ON OF DRAINAGE 6.25 y, _
8!4,41- E C SEE DET,4 /L) — —°
v ^
M p,ZCH E � N OW �aM � � NOSE BIB �
S EE O�UC r0 c¢ 51- US HIP J EX /ST /N6 RETA /N /NG MA L
SCALE: f "= 20'
U \� c 0 OIZ �
(00.
1 SLOPE (2-1) � 78 � �
I \ \\ f65 CUT SLOPE r2-1) _
EX �gt 12' ��EE UNLINED BROW D/ TCN, � �
C56E CppO K SECTION C-C )
c ' 1ST 12 DI EE AVO � TN P / I 0.5' i�
E�OGp (R �� 3,x3' N6 RIPS p_q
A 0 CP .� ^ 1 \ PAD ELEYAT /ON PAD 606-5 5
L- aA�K� DN
G P I �' �� PER l 5' f. 5' 2.5' EX /STING TREE o
I —/ w R
r � 1 $T PO 5 J �^ H F� EX /STING POWER POLE • pP
\p
TO � DEOK I�
Mppl D� P
\ r \ PROPOSED SPOT EC EY4 TONS CoB 5
•'\ I �� • E� � � sECrioN e -B -�
C
Dw �- PAR BoLE / -� — -
3MIN �y. EXIST MIq (R 1 9 I NO SCACE EXIST/N6 SLOPE
MA US E EX /ST. E06E OFPAYEHENT
�y1 X15T NO \ NI PAS 6 I N R/!✓ L /NE __
of I \
\ � 2
RE� PARS
1 5 f
• \ � - � � �P \ TD gE o•s'
' ROAD f �\ EX OCAOO I
2 BQ CICIUC' EX /S AV
t 2G OC
\ \
EASEMENT �� \
� r,N
1 rpi b -95 r�9J c�� 5T /B "Dl� . �.o'I• 3 0
' " P PER
5'. \ EX 1 TREE 9 - LINE BROW DI
CH \ 2
¢IPaQ alt 1 \ 0 Alf 5ecTia
D �� M pVE y �. / cv��� v C -c
A G \ E 2 \
�E W a EP ° y � �� (9/ i/ C o
RX 5T
A
AN I5T In I �� ' VE F`' EX C 1 E AR AyE �° N _
F / w \ DRI ovE� G 5 \ , r' ✓ ' - \ S CT/ON C C
p (�� \ 61 0 f � 12 O
REM 1 E� 1sT TR EE NC/NED BMA I DI T H
r oo 'y i� CN \
RENOI/EEX/ST 24 D /A. NO SCALE ���j� �� n P �
\ AVOCADO TREE I p C09 0
s.sf P E � 3
`�. et4 RENOYE EX /ST
A.C. IP ES ` , /2 D/A A!'OCA O REMOVE X /ST
\ \ TREE I 6/ l0 , l 5 \ y\ �; sn' I=Ie/u� rE epo a rur
,� .� EHOYE �' 2
7 4 "DIA. ACM �� V401 n�col 0 va%s sec
\ b G TYPE A AC. R TIME (� h
Q;( BERM PER STD. WA
1 I
F
0
G
3
68 LF oil 1 P @ I ° �` _ — '142 • g' i 6 "7Yfi "o "BE2M 31"1 C owe 6 M/A[/)5'P. )
l p"gSrlc \ s \ a 1 � B x 3 f 2 > a Saco. s -s - • SECT /ON 0 D
. \ /s9 s) � PP. � �� PLR ST
J D. DWG. D -¢O
PZA41TE DEM6PdY
\ 9\ NOTE: FOR P,61VATE DRiYEWAY,\ A10
X60 7) SEE /MPHOYEMEAIT PLAN FOR \
\ TM 88 -068 DWI A/0.8306 -A'
�^ \ (59 9 \ "
�
P/W 2/W
r
j \ q2 /ES 2 8'01 PES 111111 V421E5 '
"
/O T09.5' pVE2 PIPE
tic \ �' l'M/A/. COVE2 '
\EXO 3/31/91
°,� • P \
P
� TO 01III
/' ' Mi MIA/. COVE2
2 \
2G \ E �2 `MODIFIED 1A/LET4P20A1
9EY l6)JT \ N L 1 N 1.7% C W,065 - PE2 STD. DWG. D- 39
ONE C1� �l Ls MaY. Q
M P(
E AB SECT /ON F -F SE NO SCALE
G -Cj 2
\ SE 0 SECTION E -E
NO SCALE AA/D�2 avc. 41
" PRIVATE CONTRACT
AN AR 1 �'4Y. ' • �
PERMITS C /TV OF ENC/N/TAS S ETS W
\ Z REZONE PERMIT NO. N/A GRADING PLANS FOR:
1 C SPECIAL USE PERMIT NO. N/A
jjj
OF PIPE rn
TENTATIVE MAP NO. 66-066 TPM 88 -068 (�
S\j E .I. C ITY AP *K:)VED CHANGES BENCH MARK
CALIFORNIA COORDINATE INDEX 330 -1677 W
me. DIKOPlie" A„Nwd ►p DNS
PASCO ENGINEERING DESCRIPTION: BRA55 D /SK STAMPED O.C. 145 SANDIE60 CO. App,oY°d goBERT kiARi?EN En gineer
a r...k VNE P4S 0 t N
(619) 259 -6212 Q 024aII TO AA10l2EWAVE. 20j)) 4•/SNo BENCH MARK 1968. BRIDGE / CITY ENGINEER
2c N 535 NO. HIGHWAY 101 6y / / /\ -' ^ A EXP. 43//9/ R C.E. Z9 S77 W =
.4 ~ SOUNA BEACH. CA
S UITE A LOCATION: - W OF TNE• INT. OF9A t LA C 0-57A AYE /N fII„(j' 1 \ / r W 1 °`
\ TK COAC�tWAVAr 0F5- k CQR.OFTI/EA.TFS.ER.R. TPM 8� -�68
VIC HAP RECORD FROM: SAN D/EGD COUNTY W W
ELEVATION' — 59, 366 Permit 8306 _
Z
oATUM: MEAN 8EA cEVEE 5S•1 �� ...�1f1NC. IN €j
AV JCA44F
zs
W CL.
FILE N0. PE -231