1993-3535 G (Plans) N0,T' CONr,PACrOR IS 7Z2 YEPlrl EXISTING' GR•9AE
A CRIB W42L A,P /OR TIJ S7)7Pr of CQ1YSr.PdCOrY. LEGEND
SN,VME: P OF WO9,ee IS IV 8E' NOT /F/FD /FEY /STING
a,e DD Ner ,4,:5:enP WyTH w. 6w roS
EXISTING CONTOUR 100
10.00' SHOWN h'E�PEDrt/. &„ 3' B•• ' -\
PROPOSED FINISHED GRADE CONTOUR =^
1.66' 7.66° 0.66• ....
2.00' "TYPE "G` 2' 2' CONCRETE CUT FILL SLOPE 2:1 MAX) CUT / FILL
CONC.CAP CURB RSD G -2 MIN. MIN. 1 l 520 -C -2500 (
TW EL.SHOWN 1' 1 �� �� "`
TC SHOWN 2: iii ISBN ISBN I ... .. 1. ON PLAN ON PLAN TW EL.SHOWN MIN.
(SEE DETAIL "F ON PLAN 2;1 , DAYLIGHT LINE { I { --
0 F.S.
VARIES TO "0" i 6" ATRIUM ® �q/L ®- OPEN CHANNEL FINISHED SURFACE ELEVATION
V DRAINAGE ` TYPE "C -3" MASONRY NO SCALE FLOWLINE FL.
DITCH RETAINING WALL / -
SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS R.S.D.
4" PERFORATED PVC PIPE ENCASED
;.� IN 3 CUBIC FEET /FOOT OF 314" 4 � 6" RISER PIPE
SILT FENCE OR ANCHORED STRAW BAL CRUSHED ROCK WRAPPED IN
- '° FILTER FABRIC (SEE DETAILS ON SHT. 1)
CONC.CAP 4 x \�\ /\ \
= llli =" OR 1'+ CRIB RETAINING
TW I I� BTM EL. SHOWN WALL EL.SWOWN
ON PLAN ��
° ° � 0 SANDBAGS (SEE DETAILS ON SHT. 1)
\ \\ � Ii ON PLAN 1 /4 BEN "
3 - 0 10" PVC CONC�00
TYPE "C -4" MA 5% � 6" CURB AND GUTTER RSD G -2
RETAINING WALL 6" CURB
5' MIN. RSD G -1 � CRUSHED ROCK WRAPPED IN FILTER
2Y i0 a r i� ��.ti.� 6" CURB RSD G -1
6" CURB \\ AS SPECIFIED BY
RSD G -1 4" PERFORATED PVC PIPE ENCASED %•�2 ••"` SOILS ENGINEER. a�
TC SI-10WN IN 3 CUBIC FEET /FOOT OF 314" CURB OUTLET
ON PLAN RSD D -25
- T 0.5' MINIMUM.
` o
FABRIC SO /LS ENGINEER NDED BY P 1 6"PVC DETAIL E - DRAIN PIPE_ INLET TYPE "B INLET RSD D -2 p
DETAIL C. NDS 90 DETAIL G - CONCRETE GUTTER NO SCALE BROOKS 2424 CATCH BASIN (SEE DETAILS SHT.
2)
DE TA IL B: CRIB RETAINING WALL NDS -90 INLET (SEE DETAIL SHEET 1)
DETAIL A. RETAIN /NG WALL * 4' FOR SECTION "B" NO SCALE NO SCALE
NO SCALE 1' MIN. FOR SECTION "C" RETAINING WALL RSD C -1, C -3 & C -4
CONCRETE CAP
CRIBBLOCK WALL (SEE DETAIL SHEET 1)
2 - #4 REBAR
/�e •. AC PAVEMENT
GENERAL NOTES PER STRAW BALE '
PCC PAVEMENT
1. All work shall be done in accordance with these plans, the STRAW BALES
standard specifications for public works construction, the GRADING NOTES SPECIAL N OTES TO BE PLACED CONCRETE
GUTTER (SEE DETAIL G SHEET 1)
design construction standards of the City of Encinitas and the IN 3" DEEP I
San Diego area regional standard drawings. Any changes or THE FOLLOWING NOTES ARE PROVIDED GIVE DIRECTIONS TO THE TROUGH
CONCRETE CHANNEL (SEE DETAIL SHEET 1)
revisions therefrom shall be approved by the City Engineer 1. All grading shall be obsery ed and tested by a qualified soils CONTRACTOR BY THE
ENGINEER OF WORK. F---) . THE CITY ENGINEER'S -
prior to any request for inspection. engineer or under his direction. He shall observe and test SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE
APPROVAL OF QUA CONCRETE DRAINAGE DITCH RSD D -75, TYPE A b b
the excavation placement and compaction of fills and backfilis THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR
NO SCALE
and compaction of trenches. He shall submit soils repcts as ENFORCEMENT.
HANDICAPPED RAMP PER A.D.A. SEC. 4.7 & 4.8
2. The soils report titled Roprt of Geotechnical Investigation required and will determine the suitability of any fill
material. Upon completion of grading operations he shall 1. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE -�
Garden View Plaza - Unit No. 1 and No. 2 dated state that observations and tests were made by him or under SAFETY MEASURES OR REGULATIONS.
THE CONTRACTOR SHALL
13 February, 1987, and all subsequent addenda thereto shall be his supervision and that in his opinion, all embankments and DESIGN, CONSTRUCT
AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
considered as part of this grading plan. All grading shall be excavations were constructed in accordance with the approved SHORING AND SHALL
BE SOLELY RESPONSIBLE FOR CONFORMING TO SECTION END VIEW
done in accordance with the recommendations and specifications grading plans and that all embankments and excavations are ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, �p p� �q
contained in said report. acceptable for their intended use. LAWS AND REGULATIONS. S//{ BOLE SILT BARRIER A/L
INDICATES 2 ROW
p r o pe rl y 9 t 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND NO SCALE
3. Approval of this plan does not constitute approval of sizes, 2. The contractor shall rode all excavated surfaces o
DOUBLE BAG HEIGHT
l ocation and type of drainage facilities, nor of improvements provide positive drainage and prevent ponding of water. He COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE 3 BAG HIGH
within street right -of -ways. Separate approvals and permits shall control surface water and ovoid damage to adjoining COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF MIRAFI, OR EQUAL, 36" HIGH SILT FENCE
for these shall be required in conjunction with improvement properties or to finished work on the site and shall take ALL PERSONS AND PROPERTY,
AND THAT THIS REQUIREMENT SHALL TO BE INSTALLED WITH TRENCH AS SHOWN.
plans. remedial measures to prevent erosion of freshly graded area APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
until such time a permanent drainage and erosion control HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
POST SPACING TO BE 6' MINIMUM. POT To BE 1 1/2" HARDWOOD OR METAL. PLAN
4. Written permission shall be obtained for any off - site grading. measures have been installed. HOLD THE OWNER AND ENGINEER HARMLESS FROM
ANY AND ALL ENGINEER'S DECLARATION OF RESPONSIBLE CHARGE _
LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE
5. Contractor shall take any necessary precautions required to 3. All areas to be filled shall be prepared to be filled and fill PERFORMANCE
OF WORK ON THIS PROJECT EXCEPTING LIABILITY
protect adjacent properties during grading operations. shall be placed in accordance with standard specifications. ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE I hereby declare that I am the Engineer of Work for this project, TRENCH BACKFILL SINGLE HEIGHT
Anything damaged or destroyed shall be replaced or repaired to All vegetable matter and objectionable material shall be ENGINEER. that
I have exercised responsible charge over the design of the
condition existing prior to grading. removed by the contractor from the surface upon which the fill project as defined in Section
6703 of the Business and Professions FLOW
is to be placed. Loose fill and alluvial soils shall be 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND Code and that the check
of project drawings and specifications r-
6. The developer shall be responsible that any monument or bench removed to suitable firm natural ground. The exposed soils LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD by the City of Encinitas is a review only and does not relieve me,
mark which is disturbed or destroyed shall be re- established shall be scarified to a depth of C and then compacted to a OF CONSTRUCTION TO
PERMIT REVISIONS TO PLANS IF REVISIONS as Engineer of Work, of my responsibilities for project design. TRIPLE HEIGHT
and replaced by a registered civil engineer or a licensed land minimum of 90 percent. It shall be the contractor's ARE NECESSARY BECAUSE
OF LOCATION OF NEW WORK. //� /�
surveyor. responsibility to place, spread, water and compact the fill in - -�- T M CC"
DOUBLE HEIGHT END VIEWS
-�/,
strict accordance with 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES pD� ,�
7. The contractor shall design, construct and maintain all safety TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER Robert
C. Haynes, RCE 25593 Date N NO SCALE AND S DETAIL
devices, including shoring, and shall be responsible for 4. Cut and fill slopes shall be cut and trimmed to finish grade
conforming LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. Exp. Date 12 -31 -93
conforming to all local, state and federal safety and health to produce smooth surfaces and uniform cross sections. The
NO SCALE
standards, laws and regulations. slopes of excavations and embankments shall be shaped, planted
and trimmed as directed by the engineer of work and left in a 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL
8. Grading and equipment operating within one -half (1/2) mile of neat and orderly condition. All stones, roots and other waste SLOPES, STREETS,
UTILITIES AND STORM DRAINS ARE BUILT IN
a structure for human occupancy shall not be conducted between matter exposed or excavation or embankment slopes which are ACCORDANCE WITH THESE
PLANS. IF THERE IS ANY QUESTION
the hours of 5:30 p.m. and 7:30 a.m. nor on Saturdays, Sundays liable to become loosened shall be removed and disposed of. REGARDING THESE PLANS
OR FIELD STAKES, THE CONTRACTOR
and City recognized holidays. The toe and top of all slopes shall be rounded in accordance SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY SOILS ENGINEERS CERTIFICATE
with the Grading ordinance. CALLING THE ENGINEER OF WORK AT 552 -1010. THE CONTRACTOR
9. No grading operations shall commence until a pregroding SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT
5. All trees, brush, grass, and other objectionable material AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT �/4 ✓NCE
meeting has been held onsite with the following people a registered civil engineer in the
Civil Engineer, Soils Engineer, shall be collected, piled or otherwise disposed of off the RESULTS FROM HIS OPERATIONS BY APPROPRIATE MEANS
(SAND State of California, principally doing business in the field of
present: City Inspector, Ci En gin pg inee ng r, e. The meeting shall site by the contractor so as to leave the areas that have been
BAGS, HAY BALES, TEMPORARY DESILTING BASIN, DIKES, SHORING, applied soil mechanics, hereby certify that a sampling and study of
Grading Contractor and il scheduled with the City i least he hours in advance by cleared with a neat and finished appearance free from ETC.)
UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND the soil conditions prevalent within this site was made by p me or
be w
calling dined w ith the 7. unsightly debris. Approval finished
location of debris fill shall ACCEPTED FOR MAINTENANCE BY THE OWNER, AGENCY OR under my direction between the dates I''
° r' ' end
be secured from the soils engineer and City Engineer prior to ASSOCIATION THAT IS TO BE ULTIMATELY RESPONSIBLE FOR One complete
copy of the soils report compiled from this study,
MAINTENANCE
10. Prior to hauling dirt or construction materials to any the disposal of any such material. . with my recommendations,
has been submitted to the office of the SI TE
proposed construction site within this project the developer City Engineer. Furthermore, I have reviewed these grading plans h
sFiall submit to and receive approval from the City Engineer 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND and certify
that the recommendations included in the soils report (O
for the proposed haul route. The developer shall comply with EROS /ON CONTROL NOTES MAINTAIN TRAFFIC CONTROL DEVICES WHICH ARE NECESSARY TO for
this project have been incorporated in the grading plans and .,
all conditions and requ rements the City Engineer may impose PROVIDE SAFE PASSAGE FOR TRAVELING PUBLIC THROUGH THE specifications.
with regards to the hauling operation. WORK, AS WELL AS SAFEGUARD OF WORKERS. BEFORE WORK BEGINS, d n w
d
1. In case emergency work is required, contact George Foster at G rde
I/ie Ro
available at all times during the rainy TRAFFIC CONTROL PLANS FOR HANDLING TRAFFIC SHALL BE r `r r `' J w `�
(619) 597 -8696
11. Upon final completion of the work under the grading permit but APPROVED BY THE CITY TRAFFIC ENGINEER. SIGNED: h
prior to final grading approval and /or final release of '
2. Equipment and workers for emergency work shall be made RICE NO.:
�• t r: � ' ? C
security, an as- graded certification shall be provided
staving: 'The grading under Permit No. has been iny season. All necessary
performed T substantial conformance with the approved grading materials shall be stockpiled on site at convenient locations EXP. DATE:
to facilitate rapid construction of temporary devices when LANDSCAPING NOTES
plan or as shown on the attached as- graded pion This rain is eminent. /r W
statement shall be followed by the date and signature of the
Civil Engineer who certifies such grading operation. 3. Devices shown on plans shall not be moved or modified without 1. All slopes shall
be planted and irrigated in accordance with ErrcinitoS Blvd v I' 7 '. I``
the approval of the Engineering Inspector. plans approved by the City Engineer. Plans shall conform to
Section s a Di 217 of the Government Code
the City of Encinitas Grading Ordinance and all adopted requires o OigAfert identification Number
4. The contractor shall restore all erosion control devises to landscape and irrigation standards. LEGAL DESCRIPTION
be issued before a "Permit to I.D. Number Excavate O
NOTIFICATIONS working order to the satisfaction of the City Engineer after will be valid. For
your
Underground Service Alert
CC
each run -off producing rainfall. 2. Finish grading and planting shall be accomplished on all BEING LOT 3 OF CITY OF ENCINITAS
TRACT NO. 4255 C�
1. The existence and location of underground utility pipes and slopes prior to October 1 or immediately upon completion of
ACCORDING TO MAP NO. 11909 IN THE CITY OF ENCINITAS, CALIFORNIA. TOLL FREE 1-800-422-4133
structures shown on these plans were obtained by a search of 5. The contractor shall install additional erosion control any slopes graded
between October 1 and April 15,
NO SCALE Two working days before you dig W
.....
available records. To the best of our knowledge there are no measures as may be required by the City Engineer due to
__ (/'S
. _ . ....._ _
existing utilities except as shown on these plans, however: uncompleted grading operation or unforeseen circumstances
�
which ma arise. ESTIMATED GRADING QU ANTITIES
The contractor is required to take due precautionary
S BEET
measures to protect any existing utilities or structures 6. The contractor shall be responsible and shall take necessary
� CITY OF ENCINITAS SHEETS Z
located at the work site. It is the contractor's precautions to prevent public trespass onto areas when ESTIMATED EXCAVATION 1,520
CUBIC YARDS OWNER/PERM/TTEE NT 2 q
responsibility to contact the following owners of said impounded waters create a hazardous condition. ESTIMATED EMBANKMENT 1,330 CUBIC
YARDS ' CITY ENGINEERIN DEPARTME
utilities or structures prior to any excavation and ESTIMATED IMPORT 190 CUBIC YARDS Q
DEVELOPMENT SAN DIEGO COUNTY CREDIT UNION
location of utilities and notification of commencement of 7 All erosion control measures provided per the approved grading SEPARATE PERMIT MUST
BE OBTAINED FOR IMPORT OR WASTE AREAS. COMMUNITY
work: plan shall be incorporated hereon. 9985 Pacific Heights Boulevard GRADING PLAN FOR Lil
EDIT UNION
A. SEWER - LEUCADIA WATER DISTRICT, 753 -0155 (619) 597 -8696
d San Diego, CA 92121 SAN DIEGO COUNTY CR
B. GAS R ELECTRIC - W DGRE, 1-800-422-4133 DISTRICT, 53 -01 B. Graded area around the project perimeter must drain away from NOTE: THE QUANTITIES
SHOWN HEREON WERE COMPUTED USING L(� �. � (p �?
C. WATER - OLIVENHAIN WATER DISTRICT, 753 -6466 the face of slope at the conclusion of each work day. REASONABLE ENGINEERING METHODS. THE
QUANTITIES ESTIMATED DATE PRECISE GRADING PLAN
D. TELEPHONE - PACIFIC BELL, 1- 800 - 42753 ARE FOR USE IN CALCULATING FEE AND BOND AMOUNTS AS REQUIRED CALIFORNIA
COORDINATE INDEX 322 -1689 W
E. CABLE N - 1 -800- 422 -4133 9. FOR BID CITY APPROVED CHANGES BENCH MARK
All removable protective devices shown shall be in place at BY THE PUBLIC AGENCY, AND SHOULD NOT BE USED
the end of each working day when the five (5) day rain PURPOSES. a z
probability forecast exceeds forty percent (40 %). Silt and No. Description Approved by Date DESCRIPTION TOP OF
BRASS DISC IN WELL MONUMENT APP S ED
2. Contractor shall notify the City Engineer's office 48 hours other debris shall be removed after each rainfall.
� ¢�
prior to beginning any work on this project. Phone: (619) LLJ
633 -2797. 10. Should germination of hydroseeded slopes fail to provide AT STA. 58 +75 B.C., EL CAMINO
REAL W
CITY ENGINEER R.C.E
APP ROVAL DATE
LOCATION
effective coverage of graded slopes (90% coverage) prior to GRADING PERMIT N0. W
ENGINEER
3. The contractor shall give 24 hours notice on calls for November 15, the slopes shall be stabilized with punched straw
- WORK l
3535G
inspection. Phone: (619) 633
NoText