1988-8249 G (Plans) WORK TO BE DONE
A. GENERAL C. GRADING E. EROSION CONTROL
1. All work shall be done in accordance with these 1. All grading shall be inspected and tested by a 1. In case
emergency work is required, contact IEGPL.QE6GBl?IIQN
plans, the standard specifications for public qualified soils engineer or under his CA%CU#Aff A at MP (phone
No.).
works construction, the design construction direction. He shall inspect and test the torS 27 AND
28 OF MAP NO. 11529
standards of the City of Encinitas and the San excavation placement and compaction of fills and 2. Equipment and workers
for emergency work shall
Diego area regional standard drawings. Any backfills and compaction of trenches. He shall be made available at all times during
the rainy APN: 24 if ?0 .4 A/D 24 4- 2e 2 -/7
changes or revisions therefrom shall be submit soils reports as required and will season. All necessary
materials shall be
approved by the City Engineer prior to any determine the suitability of any fill material. stockpiled on site
at convenient locations to
request for ire- -^ 4 -- Upon completion of grading operations he shall
4 P facilitate rapid construction of temporary
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTI- state that inspections and tests were made by devices when rain is
eminent. S1 ?t.9QQ9E$S
GATION, SHELLEY- OLIVENHAIN SUBDIVISION, RANCHO him or under his supervision and that in his
SANTA FE ROAD, OLIVENHAIN AREA OF SAN DIEGO opinion, all embankments and excavations were 3. Devices shown on
plans shall not be moved or OLIVE CREST
constructed in accordance with the approved modified without the approval of the Engineering OLIVENHA IN, CA
92024
COUNTY" PREPARED BY CHARLES H. CHRISTIAN, DATED g rading MAY 22, 1984, SHALL BE CONSIDERED AS A PART OF g g plans
and that all embankments and Inspector.
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN excavations are acceptable for their intended
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFI- use• 4. The Contractor shall restore all erosion control
CATIONS CONTAINED IN SAID REPORT. devices to working order to th satisfaction of PINNER /p�RM,I_T�E
3. Approval of this plan does not constitute 2. The contractor shall properly grade all the City Engineer
after each run -off producing
approval of sizes, location and type of drainage excavated surfaces to provide positive drainage rainfall. (HOOK DUVIVIEH
facilities, nor of improvements within street and prevent ponding of water. He shall control :23h ENCINITAS
BLVD., SUITE 216
surface water and avoid damage to adjoining 5. The contractor shall install additional erosion FNCINITAS,
CA 92024
right -of -ways. Separate approvals and permits 9 j g
for these shall be required in conjunction with properties or to finished work on the site and control measures as may
be required by the City 1'I1, 942 -8e47
improvement plans. shall take remedial measures to prevent erosion Engineer due to uncompleted grading operation or
of freshly graded areas until such time as unforeseen circumstances which may arise.
4. Written permission shall be obtained for any permanent drainage and erosion control measures 0
900 r'
off -site grading. have been installed. 6. The contractor shall be responsible and shall AVO. DEPTH OF
CUT - >>��7to - F� _ >!(p9 FT
take necessary precautions to prevent public
5. Contractor shall take any necessary precautions 3. All areas to be filled shall be prepared to be trespass onto
areas when impounded waters create le 900 f-r3
required to protect ad = 0.
adjacent p roperties during filled and fill shall be a hazardous condition. AVG. DEPTH OF FILL
j p p 4 placed in accordance 2,760 � r
grading operations. Anything damaged or with standard specifications. All vegetable
destroyed shall be replaced or repaired to matter and objectionable material shall be 7. All erosion
control measures provided per the
condition existing prior to grading. removed by the contractor from the surface upon approved grading plan shall be incorporated
which the Lill in to be placed. Loose fill and
hereon. E$TIMATEQ_QI�ANTITI�,�
6. The developer shall be responsible that any alluvial soils shall be removed to suitable firm CUT 704
A C.Y.
monument or bench mark which is disturbed or natural ground. The exposed soils shall be 8• Graded areas around
the project perimeter must -
destroyed shall be re- established and replaced scarified to a depth of 6" and then compacted to drain away from the
face of slope at the FILL 7VO A C. Y.
by a registered civil engineer or a licensed a minimum of 90 percent. It shall be the conclusion of each work
day. ----
land surveyor. contractor's responsibility to place, spread, IMPottr A C.Y.
water and compact the fill in strict accordance 9. All removable protective devices shown shall be - --
7. The contractor shall design, construct and with specifications. in place at the and of each working
day when
maintain all safety devices, including shoring, the five (5) day rain probability forecast « EARTHWORK
QUANTITIES ARE ESTIMATED FOR PERMIT
and shall be responsible for conforming to all 4. Cut and fill sl shall be cut and trimmed to exceeds forty
percent (40%). Silt and other
p g P debris shall be removed after each rainfall PURPOSES ONLY. (CALCULATED ON A THEORETICAL
er .
local, state and federal safety and health finish grade to produce smooth surfaces and BASIS.
ACTUAL QUANTITIES MAY VARY DUE TO
standards, laws and regulations. uniform cross sections. The slopes of 10. Should germination of hydrosseded slopes fail
to SHRINKAGE OR SWELL FACTORS).
excavations and embankments shall be shaped,
8. Grading and equipment operating within one -half planted and trimmed as directed by the engineer provide effective coverage of
graded slopes (90%
(1/2) mile of a structure for human occupancy of work and left in a neat and orderly coverage) prior
to November 15, the slopes shall ,SOURCE OF TOPO AEfI /AC wRiver a4rw ✓!/NE t3ea
shall not be conducted between the hours of 5:30 condition. All stones, roots and other waste be stabilized with punched
straw installed in
p.m. and 7:30 a.m. nor on Saturdays Sundays matter exposed or excavation or embankment accordance with Section
35.023 of the Erosion -'
and City recognized holidays. slopes which are liable to become loosened shall and Sediment Control Handbook of the State
of
be removed and disposed of. The toe and top of California Department of Conservation NOTE GRAD /Aw PERM /T
/S m44 ID SO to" ,45 COT3 ?7 AND M
B. NOTIFICATIONS all slopes shall be rounded in accordance with ARE UNDER ONE OM EMWIP.
the Grading Ordinance.
1. The existence and location of underground
utility pipes and structures shown on these 5. All t r e e s, brush, g r a s s, and o the r
plans were obtained by a search of available objectionable material shall be collected,
records. To the best of our knowledge there are piled or otherwise disposed of off the site by
no existing utilities except as shown on these the contractor so as to leave the areas that
plans, however: have been cleared with a neat and finished
appearance free from unsightly debris. Approval
The contractor is required to take due of location of debris fill shall be secured from
precautionary measures to protect any the soils engineer and City Engineer prior to
existing utilities or structures located at the disposal of any such material. QECLARATION_OF_gE,SPONS�I¢L €_CHARGE
the work site. It is the contractor's
responsibility to contact the following D. LANDSCAPING I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
owners of said utilities or structures THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE
prior to any excavation, for verification 1. All slopes shall be planted and irrigated in CHARGE OVER THE DESIGN
OF THE PROJECT AS DEFINED IN
and location Of utilities and notification accordance with plans approved by the City SECTION 6703 OF THE BUSINESS AND
PROFESSIONS CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
Engineer. Plans shall conform to the City of
of commencement of Work:
Encinitas Grading Ordinance and all adopted STANDARDS.
a. sewers - G94-3273 landscape and irrigation standards.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
b. Gas & Electric - 800 - 422- 4133 2. Finish grading and planting shall be SPECIFICATIONS BY THE CITY OF ENCINITAS
IS CONFINED
accomplished On all slopes prior t0 October 1 Or TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS
C. Water - 75-3-6 immediately upon completion of any slopes graded ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DESIGN.
d. Telephone - g00- 422 - x,! between October 1 and April 15.
HYDROSEED SPECIFICATIONS f
e. Cable TV - 74& -CploG 6 USE PECOFF BROTHERS (744 -3120) HYDROSEED DESIGNATED BY DATE
+
- - -- - -- -- ----- - - - - --
"OLIVE CREST GROUND COVER 1121" (NON- IRRIGATED, ANNUAL WAYNE PAYCO
2. Contractor shall notify the City Engineer's WINTER PLANTS) OI EQ UAI. R.C.E. 29577
office 48 hours prior to beginning any work 21 LBS PER AC. OF SEED MIX
on this project. Phone: (619) 944 -5070 2000 LBS PER AC. OF FIBER MULCH
50 LBS PER AC. OF R -2400 CL. TACKIFIER
100 LBS PER AC. OF PAA -400 HUMECTANT (MOISTURE RETAINER)
3. The contractor shall
give 24 hours notice 300 LBS PER AC. OF 15/15/15 FERTILIZER / QRQFESSIp,I\
on calls for inspection. Phone: (619) 944- c� �; A
5070. All work performed without benefit
S ENGINEER S CERTIFICATE
of inspection will be subject to rejection SOIL •� C , ` _
and removal. I, clh4,CGE5 N. 01if/3T /AN a registered civil engineer in the
State of California, principally doing business in the field of 1, 77
applied soil mechanics, hereby certify that a sampling and
study of the soil conditions prevalent within this site was
made by me or under my direction between the dates 4 -97 -84
and 5 -9 9 -/4 One complete copy. of the soils LAO ,
report compiled from this study, with my recommendations, has
been submitted to the office of the City Engineer.
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 and
specifications.
Q
aly4f cRBSr DR. SIGNED: (, _
�nNf - -
0. 4 4 NI SuNNfR RCE No.: 22330 PERMITS
N�Lr PRIVATE CONTRACT
�„� f� - A 3 2
N Q RD EXP. DATE: 1 -2 i� N/ r s\ I' QS BUILT " 1� CMV OF ENCINITS SHEETt
REZONE PERMIT NO. A/1A _ p N
GRADING PLAN FOR
SITL J \ SPECIAL USE PERMIT NO. N IA S/N
- w
�Jo►- ®moo z/s /� N/A ^' GL E FAM /L l' RESIDENCE �p t
►M . BEM/ U 0 CAC WAYNE PASCO RCE 29577 EXP. 3-31-91 DATE TENTATIVE MAP NO. �/E,IVEC sT LOTS
?LAND ?BArNAP/VQ IISL,7
NO C I T Y APPFbVEO CHANGES BENCHMARK
J lE CALIFORNIA COORDINATE INDEX 32? 1 635 h
PASCO ENGINEERING OfK01"10N OC - CHIS SQ TOP HOWL 14RKD WITH STEEL FN PST Aypew. BERT h/AfPREA E W
AYNE P143C0
(s ») age-0212 1
Q � AS- BUILT" � 3�1 CITYENG/NEER L✓ fDctp.•p
ay. EXP. 3/ 9 /s.c.E. top 29577
sae Ho. H CA 9 2075 LOCATION CDR INT EL CAHINO DEL NORTE i RHO SANTA FE RD
VICINITY MAP souwA eucH, a s:o�a 23 FT W RHO SANTA FE i 60 FT S EL CAMINO DEL NORTE C/L
N07 TO SCALE , W
RECD FRem: t r OF SAN olEao o..r«>, 82496
ELEVATION: 119.476 OATUN U.S.C.i G.S. U ►wen He.
W �
FILE M0.
PE- 272
i
LEGEND
PROPERTY l /NE —'— - - "kg .
EX /JT /N6 CGWTOURJ � —
.
PROP06WD CONTO(/R9 `
I
PROP'O.3E0 SPOT fGEYA7A5 �
JWAC E C SEE DEW4 .) —
D /RECT /DN OF DRAINAGE 2 �—
EX/STiNG CURBAND GurTER - -�
DIR /YEW y i 9T4 d .4W t O)'%Y a STA. d f J 7±
CONSTRUCT A9/YENAY cov3rAwr DRIwAl4y f firTA/NIAG NACL CNOrA A/RT OF PLAN)
APRON PER STD. DAG. 0-14 A/Rt:W PER 37D LIA45. G -My
S *BUILDING WALLCNOTA PARrOF PI=ANO
R /PRAPPER STD. DA4. D - 40 w 1#7 84CK/MS
I' MICK AND 10'4 ON NY Z'W /DE dw
Q t o DRIVE
° C R �+ � ti I DECK /GARDEN L>l9A /A/ C56 DE •
m
,N, OLIVE �- S �n DRA IN P IPE C6 .4- B.8 OR BETTER) D
1 " 154-39
s WERL /NE S I _
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� ' S5 I
D.4
I EX/sT. 8" P. KC NATERU —
O HOSE 8/B
U
1
- L
_ R/IJ SCALE TEMPORARY AWNr lZ /� -- `- - - -� =- S
A = 42 � - -
\ L = eom' 57 39
R= 2T % c� _2f / BU/LD/Nb F00 T P/!/NT
PIP
a * ONL
OT• WALLS SNOWNFORCLAR/TY Y
��� ,� • �� y tl' NOT A PART OF rY /S P!! AN —
L c - XIS TING I �„ N /N. rEMRa4,4RY BANK
RESIDENCE PROP. RE5. p. /Z l MAX SLOPE)
2.0
,� v g.� O !o' JO' PROP.
0
RES.
t
^� ` 2(0.0 05'M /N.ITY�
1
PAD Z20.O _ ?�QE P R 22.0
I I ETAIN /N6 �/ALC
222.4 r. —12 ) ` 1 ' - + • , - p f �' PEII' S D. Co. S TD.
i.4 rE 2 \� p� DAIII C-3 , TYPE /// F S. E 56 To W.
LETTER OF PERM /SS /AV 6 r '• r _ r R► /E21 T f. f O ���\ - 0.35' A80 ✓E B/✓ ELEY
L FFS /TE I (TYP /CAL)
TO GRADE O
By DANIEL r. SNELG ALL" " 55 �� O� 0 SECT /ON A A
LWrC :.rAN. fe, 19d9 D 21 rho
21 o 0
UPPER ' QG = p 1 a 5 / 15'
2 2h PRO
DE
2 X 6. EX /ST.
P�Pe D /4 �� GRADE EXIST.
_ GRADE
G SED
�j � •.. � I.E P RAPPeR 2 �M /N Z %�
SA E - p° DWG. D - 2 SECTION B -B ECT /0N C C
N NO ScAlc
DETAIL
NO SCALE
Glop
R/PRAP P£R 5TD — —� 10 � P LAN
/ / Z DWG. D -40 W/ #2 / NN
/ BACK /MG )
�+E4 0R 3-
\ LOT 27 1 / EXP. 3 -3f -9/ t
LOT 2�
--
�
� B 'WER 019
GYwEClws7DR. / / PRIVATE CONTRACT 2
SITE \ \
DECD /G�IRDif/V DRAIN AfT,�4/G �
0445 o X RNoL LYLANE / /o' - N UALE PERMITS
/ 4.4 7' ` -
D � > C ITY OF ENC /N /TAS
tN TE kp j
N der /5• >'2' z� c �� v "AS -BUILT 5
SPECIAL USE PERT NO. N/A GRADING PLANS FOR:
S SIN64C FAMIL Y RESIDENCE
TENTATIVE MAP NO. N/A
WAYN a^/ � q
PASCO RCE 29577 EXP3.31-91 DATE r OTE ^ I
� OENRE C OORDINATE `I/I/OZB(J� /7 ` � / A�9 J! NO• 1I C QR
C I T Y APPROVED HAMOES BENCH MARK �
r 7 IM. Dust" ANmNN� Do"
AMrwM ROBERT WARREN End n.o e� war
ITC r�` r j `�' OEECIII/TION -0073 CHIS SQ TOP HOWL MRKD WITH STEEL FN PST
g'f N ��
PA5C0 ENGINEERING � MJ�1I•
7 �• (s») =s9 -6]12 AS - BU ILT" !0 H
G P. 3 f / �.c.E. 29577
C 2• aas NO. Nw SUMS A 23 W C DR INT EL
FE & CAM
FT SSEL NOR 4 PA SANTA FE
DEL NORTE C /L ~ W
V ICI N/ TY P •oLANA [ACM. G 92075 A A4
M cOOO loot:COUNTY OF SAN DIEGO ps"I V� ''/✓
NOT 7D SCALE ELEVATI »9.476 DATYM: U.S.'C.i =�� �'�"" w..
�~ W 4
FEE NO.
PE- 2 72
1
i
EG 0
EX /JT /A/G C4V70UM - ` ( ? 30 )-- —
PROP'049ED CONTOU" —
JAWE AT 7"E AAI D BAGS 111610 WOPWD 3PfOT EL 0 T100 �
OF SLOPE
p JXALE (SEE DETi1/L� —� —�
I
D/REC77W OF DRAINAGE
DRI VEIJAY ig 3T4 6oL _* [A91'WMAr a 3TA. e 037t � i'� EX /3T /NG ,,
C4 9BAND aurTER --,- —.,
Co#jmer A4/YEAUI' CON3rAY,rL•r DRiYE•i✓AY
APRON PER STD. D+4Ys. G -/4 PI W AER 3 7 DA6. Cr -/4 �� �h2rT.4 /N/A4G NACz CNOTA MR OF ftAN.)
BOIL DING WA[L CNOT A lwr of P"UN_)
_ - - .— . -- NO SCALE
- -- — _ - -_ - R/PRAPPER STD. DA/6. D -40
- - -- CR ST N DR1
_ - -- DECK /GARDEN DRAIN CSEE DETAIL
S D
L EX /S T. MW Cps r 0 ,. ov C RC INC I S - -- --
S —
S _- +_ —_ -- I I �I DRA IN PIPE CG"A.B.a OR BETTER) D
— - - -- — — I - -
t- /54 3-9 /
_
`J 'EXrsT 8• PVC. NArERU / 45" w I I DWYL /TE LINE
OO 9700
I•:20
L= to-16 I SA
R= 27 5 3 9
L 33./7' ,;�
pill
1 I !
(U • _ F NOTE: WAUS SHONNFARCLAR/TY OMLY
NO T A PART OF TH /3 PV_ AN
2 h �pAp r 2Z�15
- - -- - ._ 10 222.0 ) c
EROS /ON CONTROL L EGENO
PAD 225
T�K TEMPORARY DRA1NME SWALE `
. .; � � � ��
VIPER22 N 2 / C/X M/N SCOPE) MODIFIED D-75J C=
Gfi4YEL bG4G SEQIMENT BARR /ER DET,4 /L `
N MAL GRAvas4ev 3E0/MENr BAR19 /ER
\ \P G CPER DETAX
LETTER OF PERN 15314V
1 TO GRADE OFFS /rE / 2 �" ( BaI[PIKG` MD ?fl
BY •� ' WALL 0 4RI FF. 211'0
D47E � L V ?/ UPf�j l D E LINE D/TCN W /TN xmoUEEN UNT /LL De.41NP /FL
1 QG AND CATCH X13 /N ARE IA
ti lD UPPER
/ A(DTLr , 1. R/P RAP TD BE /N3TAL[. ED CONCURRENT
6 _ - /III TN S/PAD /NB
Z" a
_ J I \ `A• 7, 30DRA/N SYSTEMS TO RE /HST LLED AFTER ROUSH
14
'` ) 3' 6 ?AD /A/6 CLEARANCE. TEMPOR RY E,1/fTHEN Brow omcw
�\ TO 6E /N57AL A5 PART OF ERAS /O,{! CONTRDE
CRAYELr "SffDIMENT BARRIER CONSTRUCTION NOTES
D- 2 1 . PLACE A ROW OF CRAYEL SACS Ar LACAT 10M3 _
\ ���./ G SNONN ON 7- #c e4ANS. CURVE THE BARRIER SO THE END
�� POINT UPHILL. .r F
I��� GJ 2. PLACE A SECOND -LAYER OF BAGS OVERLAPPING THE FIRST... PRESS
.,. - .. %54WA6 E DETA1L THE BAGS TIGHTLY TOGETHER TO ELIMINATE ANY SPACES BETWEEN
/ N i ` I A465 BAB9 i NO SCAC E THE BAGS.
!� 3. PLACE A THIRD LAVER OF BAGS ON TOP LEAVING A B" WIDE
' / • I SPILLWAY NEAR THE CENTER OF THE ROW.
Z 4 • PLACE A ROCK APRON AT THE OUTLET DOWNSTREAM OF THE SPILLWAY
D/dG. D - ¢D {./� rI12
/ /' / AS SHOWN ON THE ROCK APRON DETAIL. `
r i BACK //IG `
JAY R. 3N ,
ra 7
G MAV.
EQY/gL ExR 3 -3f-91 A
4WhV PIPE OR l
\ BETTER .�
\ /
$1TE a.w CA" r aw - 1
Q
O yCOW# AXLYLANE W
4.47 /o' DECX /G�IR N DRA/N C
y PRIVATE CONTRACT
�� - No ALE R
N MITS
/5' IP�9">� -- 1'J/ 5� 1 f 3
;' [� CiTr of ENci fMEETf r
REZONE r�RMIr No.___ N/A _ EFr
SITE bS /ON AND 8£O /HENT CONTROL PLAA/
. ' f BPECUL UK PENT No. /� &Wt E F41V& Y RESIDENCE t
• 1 TENTATIVE MAP NO. IVIA }
1 C I T Y S � F 4��yect?EST- to)r5 27AND 28 OF Amew. //529 MAPK A a.�M ow t
CALIFDNMACOORDINATEINDEX 3 ? ?- 1G'S
PASCO ErINEER1Nf3 BEt " JDC -0073 CHIS 50 TOP HOWL W= WtTM STE[L FN PST M...„.r RT WARREN .r ..n WAYNF
SCD I N
( I((sie) ago-gala ?d4r!
`/� IN/ I S "` NO '"�'"" R LECATIOM COR IN T EL GAMING DEL NORTE S NNO SANTA FE 1�0 a+ ta NO
P 31 c. 9577 -' GOLMA wacH. cA 92075 23 FT W NO SANTA FE i i0 R S EL CAMNO
T, TD SCALE ( I
; � � � BE�e Frla_ SAN OIEiD
1 EtEVATNB 1� .176 BAT11Y:
1 I
I '
FILE 110.
l
i