1991-1306 G (Plans) 141]10
WORK TO BE DONE
GRADING PLA LEGEND
A. GENERAL C. GRADING SUBDIVISION BOUNDARY . . . . . . . . . . . . .
. .
1. All work shall be done in accordance with these 1. All grading shall be inspected and tested by a 7.
All erosion control measures provided per the
plans, the standard specifications for public works qualified soils engineer or under his direction. approved grading plan shall be
incorporated hereon. PROPERTY LINE .
construction, the design construction standards of He shall inspect and test the excavation placement " " ' ' '
' ' ' ' " " ' ' ' ' '
the City of Encinitas and the San Diego area and compaction of fills and backfills and 8. Graded areas
around the project perimeter must
regional standard drawings. Any changes or compaction of trenches. He shall submit soils drain away from the face of slope
at the conclusion EXISTING 3TURCTVRE .
revisions therefrom shall be approved by the City reports as required and will determine the of each work day.
. " ' ' ' " . " " ' ' ' " '
Engineer prior to any request for inspection. suitability of any fill material. Upon completion
of grading operations he shall state that 9. All removable protective devices shown shall be in LOT NUb=R
O
2. The soils report titled Geotechnical Evaluation for inspections and tests were made by his or under his place at the end of each working
day when the five
Proposed Parkin Area Expansion. 137 N. E1 Camino supervision and that in his opinion, all (5) day rain probability
forecast exceeds forty
Real. Encinitas, California prepared by embankments and excavations were constructed in percent (403). Silt and other debris
shall be EXISTING ELEVATION . . . . . . . . . . . . . . . . (Q1•'N�
Professional Services Industries. Inc.. dated accordance with the approved grading plans and that removed after each rainfall.
January 2. 1991 shall be considered as a part of all embankments and excavations are acceptable for
this grading plan. All grading shall be done in their intended use. 10. Should germination of hydroseeded slopes
fail to pAD ELEVATION .
accordance with the recommendations and provide effective coverage of graded slopes (903 ' ' • ' ' •
. . . ' • . • . • • ' 4.33
specifications contained in said report. 2. The contractor shall properly grade all excavated coverage) prior to November 15, the
slopes shall be
surfaces to provide positive drainage and prevent stabilized with punched straw installed in F INISH ELEVATION
G1.
3. Approval of this plan does not constitute approval ponding of water. He shall control surface water accordance with Section 35.023
of the Erosion and
of sizes, location and type of drainage facilities, and avoid damage to adjoining properties or to Sediment Control Handbook
of the State of
nor of improvements within street right -of -ways. finished work on the site and shall take remedial California Department of Conservation.
EXISTING CONTOUR ^ 50
Separate approvals and permits for these shall be measures to prevent erosion of freshly graded areas . . . .
. ' . . . . . . . ' . . /
required in conjunction with improvement plans. until such time as permanent drainage and erosion SOILS ENGINEER'S CERTIFICATE
control measures have been installed. FINISH GRADE CONTOUR / v
4. Written permission shall be obtained for any I, _r c1V1Pic- lS cq rL_ a registered civil engineer in the State
offsite grading. 3. All areas to be filled shall be prepared to be of California, principally doing business in the
field of applied
filled and fill shall be placed in accordance with soil mechanics, hereby certify that a sampling and study of the
C
5. Contractor shall take any necessary precautions standard specifications. All vegetable matter and soil conditions prevalent within
this site was made by as or under DAYLIGHT LINE. F1�
required to protect adjacent properties during objectionable material shall be removed by the my direction between the dates
// 2 7 /!1I and 112 11591 .
grading operations. Anything damaged or destroyed contractor from the surface upon which the fill is One complete copy of the soils report
compiled from this study, FILL SLOPES.
shall be replaced or repaired to condition existing to be placed. Loose fill and alluvial soils shall with my recommendations, has been submitted
to the office of the . . ' . . . . . . • . . . . . . . '
prior to grading. be removed to suitable firm natural ground. The City Engineer. Furthermore, I have reviewed these grading plans
exposed soils shall be scarified to a depth of 6e and certify that the recommendations included in the soils report CUT SLOPES
6. The developer shall be responsible that any and than compacted to a minimum of 90 percent. It for this project have been
incorp 171 the grading plans and
monument or bench mark which is disturbed or shall be the contractor's responsibility to place, specifications. �QFf.SSIQ
destroyed shall be re- established and replaced by a spread, water and compact the fill in strict Q p
registered civil engineer or a licensed land accordance with specifications and sail9 report. SIGNED: O L SC �F4
SWALES AND FLOW DIRECTION. .
surveyor. h ti c�
4. Cut and fill slopes shall be cut and trimmed to RICE NO.: C2 PORTCsINO CEMENTCONGRETE
7. The contractor shall design, construct and maintain finish grade to produce smooth surfaces and uniform W No.26243
77777777 all safety devices, including shoring, and shall be cross sections. The slopes of excavations and EXP. DATE: / -/
C PG C) S W ALE (R S D D - 75 TYPE B)
responsible for conforming to all local, state and embankments shall be shaped, planted and trimmed as
federal safety and health standards, laws and directed by the engineer of work and left in a neat + ; U BA DE
D EARTH CHANNEL (ROD D - 74)
regulations. and orderly condition. All stones, roots and other / C /VIt
waste matter exposed or excavation or embankment TF GAFF"
slopes which are liable to become loosened shall be
8. Grading and equipment operating within one -half removed and disposed of. The toe and top of all
(1/2) mile o_ a structure for human occupancy shall slopes shall be rounded in accordance with the
not be conducted between the hours of 5:30 p.m. and Grading Ordinance.
7:30 a.m. nor on Saturdays, Sundays and City EA1N17NDEE QUANTITIED
recognized holidays. [! , If i tl'ii n k 1 11,11 t toh enerath accepted I< ,t uuu
EXCAVATION: /SQ C. Y. FILL: /SD C.Y. n at tic e,. t 1 n strucnon Lori actor teal ne reuun etl to a„ume soe and
complete responstbnity for
9. No grading operations shall commence until a 5. All trees, brush, grass, and other objectionable IMPORT /EXPORT: -
p- C. Y, t. ,: 11 t n- ,i:, ,.._ ...t , 1 t • :. lt, .,'., Z1 r h,• ,,, ,, t. iii, ludino,.den f a
oll persons Colitomb Council
pregrading meeting has been held onsite with the material shall be collected, piled or otherwise ,nd property:
taut tn1= rc,luir� m eat -n.iii ne mane to appi continuously and not he limited to
following people present: City Inspector, Civil disposed of off the site by th e contractor so as to nnrmai worKmH nouns.
ana c m,r r ucnlin, (miractor turt her agrees to detend. indemndv and hold dCM
Engineer, Soils Engineer, Grading Contractor and leave the areas that have been cleared with a neat STANDAfllD BPECI>►ICATIONN
ieslen professionai harmies, tom anv ana all nahihty. real or adeeed. to connection with the &I,O WRWVlyW
Permittee. The pregra meeting shall be scheduled and f inished appearance free from unsightly debris. 1. STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (1988 performance of work on this protect. escepune iiabiiin arising from the sole neKliKence of design
de
professional.
with the City at least 48 hours in advance. Approval of location of debris fill shall be EDITION).
secured from the soils engineer and City Engineer
B. NOTIFICATIONS prior to the disposal of any such material. 2. STANDARD SPECIAL PROVISIONS
LANDSCAPING
1. To the Vast est of our knowledge there are no existing D. UNAUTHORIZED CHANGES i USES: The engineer preparing
CoGfolrwo�otXXi
P
utilities except as shown on these plans. The STANDARD DRILWX3+Oe these plans will not be responsible for, or
liable for, unauthorized
1. All slopes shall be planted and irrigated in 404
Contractor shall call Underground Service Alert at 1. SAN DIEGO REGIONAL STANDARD DRAWINGS (1988 EDITION). chap esto or uses
of these Ians.All Chang to the p lans must be
1 -800 -422 -4133 for location of existing tilities a accordance with plans approved by the City 8
g Engineer. Plans shall conform to the City of n writing and must be approved by the preparer of these plans.
minimum of 48 hours prior to any work or excavation. Encinitas Grading Ordinance and all adopted
The contractor is required to take due landscape and irrigation standards.
precautionary measures to protect any existing
utilities or structures located at the work 2. Finish grading and planting shall be accomplished
site. It is the contractor's responsibility on all slopes prior to October 1 or immediately
to contact the following owners of said upon completion of any slopes graded between
utilities or structures prior to any October 1 and April 15.
excavation, for verification and location of
utilities and notification of commencement of E. EROSION CONTROL 6
work:
1. In case emergency work is required, contact
a. Sewers - Encinitas Sanitation District, 8900A415 WASH at 4311 - &397 , i U
944 -5075
2. Equipment and workers for emergency work shall be Z
b. Gas i Electric - SDGiE. 436 -2401 made available at all times during the rainy
season. All necessary materials shall be d
C. Water - San Dieauito Water District stockpiled on site at convenient locations to '
753 -1145 facilitate rapid construction of temporary devices p SITE
when rain is eminent.
d. Telephone - Pacific Bell Telephone U L
800 -422 -4133 3. Devices shown on plans shall not be moved or LL
modified without the approval of the Engineering ON
e. Cable TV - Dimension Cabie 721 -9000 Inspector. PACIFIC J VIA MOO In
� Q E�q w _: ter. Q C
2. Contractor shall notify the City Engineer's office 4. The Contractor shall restore all erosion control xE�IN
1 p v# r� b
48 hours prior to beginning any work on this devices to working order to the satisfaction of the
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project. Phone: (619) 944 -5070. City Engineer after each run -off producing 1
rainfall. ENCIN /T,I MVP '; J d
3. The contractor shall give 24 hours notice on calls W LL
for inspection. Phone: (619) 944 -5070. All work 5. the Contractor shall install additional erosion 3
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performed without benefit of inspection will be control measures as may be required by the City = O
Y POFESSIO Nq
subject to rejection and removal. Engineer due to uncompleted grading operation or �^( /// /,AS ��
A d
unforeseen circumstances which may arise. �\ ~� O Z Z
6. The Contractor shall be responsible and shall take , w o.46850 _
necessary precautions to prevent public trespass J 1 * Exp. -s'1 * 0
onto areas when impounded waters create a hazardous w r, o
condition.
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F C A� W -
ENCINITAS E LL)EPFINVT � d
161 K4ELFI01BE AVENUE Q <,
ENCP -1TA1B. CA OSK3" z 9424385 VICINITY MAP LOCH TION
MAP
Jahn Powell Aesociata Inc. 6 , NOT To SCALE N Nor To tiCALE w U
PCRVELL DneW tong Civil Engineers LL
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n5 taus Maga,tim. C l
Enon A9202 - - - WE SUPPORT OUR TROOPS
rtaa. A 9202 .•�
:6191753 -1120
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REVISIONS APPROVED DATE REFERENCES DATE BENC>i MAW SCALE SPRIAL DISTRICT z L T 1 4 9
� APrRO�lA�.9 CITY OF ENClNMAS PUBLIC WORKS DEPARTMENT DRAWING NO. W 4
COMMTE MONUMENT # IRON PAI /VO. PLANS PREPARED UNDER SUPERVISION OF RECOMM NDED APPROVED
or, 0011 FROM WIF- eWTImN DATE ¢ 1 91 BY: N• / -Le hat` GRADING PLAN FOR SOLANA RECYCLERS
ENCINIT,gS aL•✓D. j EL CAM1N0 REAL HORIZONTAL N. T. $. 1
0.3 Ml. Nqqt( ON 6LClyyuJO RJ54L_ �oN A. SMITH YARD EXPANSION 1
34.5' W67T 0 a CAMI O 96 VERTICAL N r S- R.C.E. N0.: `f�R50 DATE: �� /1/ DATE:
ELEV. l74•.70to DATUM MA 7 4. ENGINEER
EXP. WORK PROJECT ND. SHEET / OFZ
CiTy # 1306 -Ct
NOTES:
1. EROSION CONTBD14 CONTRACTOR SHALL SANDSAS
SPILLWAY TO PREVENT DISCHARGE OF RUNOFF
FROM PARKINS AREA UNTIL GRADING IS CON -
PLETE AND BASE MATERIAL HAS BEEN PLACED.
I
' 1 204.00 1 ( 2. CONTRACTOR SEAI& PAVE DRIVEWAY FOR FULL
24 FOOT RIGHT OF WAY BETWEEN THE VIA
J N 89 52' 10" W LIMIT OF PI Ka1ECT 194.00 MOLENA EXTENSIOW AND THE SOLANA RECYCL=Wl
' k YARD.
MODIFY EXISTINS PCC SWALE TO PROVIDE
�y SMOO'!N C OPLUNOM JUNCTION.
OF CL Br 6A Olt 4. CONTRAC'TO'N SEAL16 INSFICT/CLEAN/REPAIN
4" OF GL 1[ BASE I I ( EXISTING DRAINAGE SWAB AS NECESSARY TO
I
RESTORE ADEQUATE FLOW CAPACITY.
.90'1.# COMPACT /ON 1 5. REGRADE ADJACENT TO EXISTING STRUCIIJRRN:
i T I WHERE NECESSARY TO ASSURE POSITIVE DRAIN
AGE AWAY FROM ALL STRUCTURES AND TO AS-
SURE THAT AWACERI GRADE IS A MINIMUM OF
6 INCHES BELOW ALL FINISHED FLOOR ELEVA-
V TIONS. j
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SEE NOTE 1 TA /5 SN6ET X I
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A IL
OR CONG.
GU TE 4-- SEE NOTE NOTE 3 TH15 SHEET.
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LINK FENCE
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FENCE To 6E
G //y/T Of EX /ST /N6 P•IfiEMENT REMOVED
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OFFICE 714NLER
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Ex /sriNG to Q
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OFFICE
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LONG. 8U71 -&S BU/L019V1� I
No.26243
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SEE )VOTE Z T!//S
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N L /M /T OF _ X Q POFESS /o J .
LX /5T /NG PROPOSED PAVEMENT Q
�— EX /ST /N6 PC�
S WAGE, SEE NOTE 4 T J � � m z
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_ _ 46850 a r_
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REVISIONS APPROVED DATE REFERENCES DATE BENCH k"W SCALE SPECIAL Dffn;NCT N APPROVALS CITY OF ENC WrAS
PUBLIC WORKS DEPARTMENT DRAWING NO. LLI Q a
MOD/FI[ R w A&IL VAS 15 - 17 -91 C O KETE MQYUMENT � ION NN AA OCO01 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
GRADING PLAN FOR: SOLA RECYCLERS
F DM INTEJNSWTION &X)N/TAS 6LVD. HORIZONTAL ~- /G DATE . 4 - 1 - �1 BY: B u r 2
EEL
FL CAMI KCAL 34.5 w� OF EL I)orl A. SMITH R.C.E. NO.: 6 S0 YARD EXPANSION
GAMINO L/(6AL VERTICAL SAM '4 DATE: DATE.
SLAV. I7 4.704 DATUM. M.S.L.. ENGINEER EXP !v"31-91 RX416.. R.G.E— WORK PROJECT N0.
SHEET Z OFZ
CiTy 0 1306 - Ca