2008-952 G (Plans) GRADING PLAN
GENERAL NOTES WATER SERVICES NOTES WORK TO BE DONE
1. All work shall be done in accordance with these plans, the Standard Specifications for Public LEGAL DESCRIPTION The Grading
consists of the following Work to be Done according to the plans, the current City of Encinitas
Works Construction, the Design and Construction Standards of the City of Encinitas and the 1. Water services, laterals and appurtenances shall be constructed according
to the Standard Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the
San Diego Area Regional Standard Drawings and Leucadia Wastewater Dist. Standard Specifications. Any specifications of the current Water Agencies Standards Committee (WASC).
The Contractor PARCEL 3 OF PARCEL MAP No. 18745, IN THE CITY OF ENCINITAS, Standard Specifications for Public Works Construction.
Changes or Revisions therefrom shall be approved by the City Engineer prior to any request for inspection. shall and hereby guarantee all work for a period of one year after
the date of acceptance. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED JULY 12, 2001 Grading shall consist of the construction of all cuts and fills shown
on these plans and outlined in the earthwork
2. The Soils Report entitled "LIMITED GEOTECHNICAL INVESTIGATION, Power Residence, 2. Unless otherwise noted, all connections to existing mains will be made by the Contractor,
under APN 216- 053 -65 08 -037 CDP specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance.
1866 Sheridan Road City of Encinitas, California" prepared by East County Soil Consultation the supervision of San Dieguito Water District, after payment of the estimated
cost by the
and Engineering, Inc. (Project No. 08.1147A2) dated May 15, 2008 shall be considered as a part of this Grading Developer. A
LEGEND ITEM REFERENCE SYMBOL QUANTITY
Plan. All grading shall be done in accordance with the recommendations and specifications , COSTA AV
contained in this report. 4. All services to be constructed clear of driveways. e EXISTING ELEVATION
x 56.6
sFs
Approval of this
3. approval 5r r i.n t plan does not constitute of sizes, location and type of facilities,
SITE vAV _ & PROPOSED FINISHED ELEVATION
nor of improvements within street right -of -ways. Separate approvals and permits for these shall 5. Utilities to maintain minimum 5 -foot separation when paralleling
water services. - : T- .TTO444H K. Q r ° ' v;, r
be required in conjunction with improvement plans. + P �w�W �,. +q �° EXISTING CONTOUR SD
16. Water connections to this project shall have an approved backflow device installed to the F
4. Written permission shall be obtained for any off -site grading. District Satisfaction and current Water Agencies Standards Committee (WASC) standards. " .,
Z z ° �t{ SWALES AND FLOW DIRECTION 2% _
Backflow devices are to be installed directly outside City or County right -of -way or outside Water .Y v a J PROPOSED CUT
SLOPE 2:1 MAX
5. The Contractor shall take any necessary precautions required to protect adjacent properties during District easement. Repair, maintenance and annual testing of backflow
device are responsibility of Owner. 9 <, a " "`
grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition ° j ` v P� N
r ^- -� °- ; - -- y
existing prior to grading. a 2 " v ROCK- FILLED DETENTION PIT DETAIL, SHEET 3 r 1 120 of
{ BUWp
6. The developer shall be responsible that any monument or benchmark which is disturbed or F o EARTH &GRAVEL DETENTION
BERM DETAIL, SHEET 3 10 c.y.
destroyed shall be re- established and replaced by a Registered Civil Engineer or LWD SEWER NOTES
`
7 ps, T
a Licensed Land Surveyor 1. LWD approval of these plans does not relieve the applicant, private engineer of work, or contractor from responsibility w t
111 "• ®soo'a rn "m a Bros n "a" RIP - RAP AT PIPE OUTLET 11 ROCK or DECORATIVE COBBLES 0.5 c.y.
for the errors and ommissions discovered during or after construction.
7. The Contractor shall design, construct and maintain all safety devices, including shoring, and 12" SO PCC DRAIN INLET
BROOKS 1212 El 3 ea.
shall be responsible for conforming to all Local, State and Federal Safety and health standards, 2. Al design, materials, and construction work shall conform to the Leucadia
Wastewater District LWD SEWER VICINITY MAP
laws and regulations. STANDARDS and to the requirements of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS DRIVEWAY GRATE DRAIN
(4 ") ACO DRAIN K100S 0 16 If
CONSTRUCTION (GREENBOOK) and the REGIONAL STANDARD DRAWINGS, most current NO SCALE
8. Grading and equipment operating within one half (1/2) mile of a structure for human occupancy editions. In the event of conflict, the LWD SEWER STANDARDS govern.
4" PVC DRAIN PIPE SDR 35 - - - - - - - - 250 If
shall not be conducted between the hours of 5:30 m. and 7:30 a.m., nor on Saturdays, Sundays 0 �
P• Y Y 3. OSHA SAFETY ORDERS and OSHA CONFINED SPACE ENTRY REQUIREMENTS shall be followed at all times wihtout exception. � � \
MASONRY RETAINING WALL SDRSD C -3 _ _ _ _ _ _ _ 400 s.f.
and City recognized holidays. \ ice
4. The contractor shall have a copy of the Sewer Notes 2. & 3. documents on the job site at all times. PCC DRIVEWAY SEE
NOTE, SHEET 3 1,100 s.f.
9. No grading operations shall commence until a pre-grading meeting has been held on -site with the m s - -- ° -
following people present: City Inspector, Civil Engineer, Soils Engineer, Grading Contractor and 5. The contractor shall guarantee all work for a period of one year after
the date of final acceptance by LWD and shall „ „ a ?+
Permittee. The pre- grading meeting shall be scheduled with the City at least 48 hours in advance repair or replace any work that may prove defective in workmanship and
/or materials within the one year period with " � + " m „
by calling (760) 633 -2770 expense whatsoever to LWD. ` ,
161) (P" P/L PUBLIC STREET IMPROVEMENTS
CONNECT TO EXI STING
6. Prior to construction, the contractor shall submit shop drawings representing all materials and supplies satisfactory „ Q LATERAL
AC PVMT AND BASE 4" AC / 6" CL II BASE 600 s.f
10. Prior to hauling dirt or construction materials to any proposed construction site within this project, to LWD. Work shall not commence until such materials are approved
by LWD. N Z ,
the Developer shall submit to and receive approval from the City Engineer for the proposed haul Z ;,:L STRUCTURAL STEM WALL
/ l
route. The Developer shall comply with all conditions and requirements the City Engineer may 7. Prior to beginning sewer work, the contractor shall secure a LWD permit
for construction and shall provide a minimum ;', Q , '; PER SEPARATE BUILDING PERMIT / PCC FLUSH CURB TYPICAL SECTION - ANDREW AVE &SHERIDAN
ROAD 235 L.f
impose with regards to the hauling operation, of 72 hours notice to LWD prior to construction.
6" PCC CURB SDRSD G -1 135 L.f
8. No work shall be commenced until all permits have been obtained from the jurisdictional City, County, and /or other
11. Upon final completion of the work under the grading permit, but prior to final grading approval appropriate agencies. cURg�'ER�p ENUE N
4x10 REDWOOD HEADER TYPICAL SECTION •ANDREW AVENUE 130 L.f
and/or final release of security, an As- Graded certification shall be provided stating: "The grading Pcc DR1BW 25 \ +;
performed under Permit No. 952 -G has been performed in substantial conformance with the 9. The existence and location of underground utilities shown on these plans was
obtained by available records search i " R TURFBLOCK & GRAVEL SWALE TYPICAL SECTION - ANDREW AVE & SHERIDAN ROAD 1380 s.f
approved Grading Plan or as shown on the attached As- Graded Plan ". This statement shall be by the private engineer. To the best of the Private Engineer's knowledge, there
are no existing utilities except those ONSITE DETENTION AP&
followed by the date and signature of the Civil Engineer who certifies such grading operaton, shown on these plans. Attention is called to the possible existence of other
utilities or structures not shown, or in a 2� C �' 3 , ." p 3o y PCC DRIVEWAY APRON SEE SPECIFICATIONS, SHEET 2 320 s.f,
different location from that shown on the plans. The Contractor shall take due precautionary measures to protect the C ' ? 3ir°���
sk
utilities shown on the plans and other existing facilities or structures not shown. be DG PATHWAY TYPICAL SECTION
- ANDREW AVE & SHERIDAN ROAD 1350 s.f
9
,
pUtS .���
10. Approval of this plan by LWD does not constitute a representation of the accuracy of the location of, or the existence aWpfER NTO EcN RWP oWOS
ENSE i '� �`�
GRADING NOTES or non - existence of, any underground utility, pipe, or structure within the limits of this project. Eao D +S ups
PCC SIDEWALK SDRSD G -5 100 s.f
1. All grading shall be observed and tested b a qualified Soils Engineer or under his/her direction. 11 Contractor shall ratify Underground Servie Alert (800) 422-4133,
as required by State Law. All utility crossings shall R W +^ f +R oE� +`„ WPtER y,a.� Re - � 3g , ' SH Ffj 3� PCC PEDESTRIAN RAMP w/ TRUNCATED
DOMES SDRSD G•30 50 s.f .
y q be pot-holed for to trenching. gv 5 f V CU
He/She shall observe and test the excavation placement and compaction of fills and back fills p p` 9 E X +s1
and compaction of trenches. He /She shall submit soils reports as required and will determine Pcc�c1 L r �`` NEW
IMPERVIOUS SURFACE AREAS 2,050 s.f
12. All revisions to drawing shall be approved by the LWD District Engineer as construction changes to the original EW C
(Excludes Building Footprints and Roof Overhang Pool and Public Street Improvements)
the suitability of any fill material. Upon completion of grading operations he /she shall state mylar drawings with initialed approval of the mylare.
\ R�`�RNP UE SNZ `i4 , ,
PER p,VEN
that observations and tests were made by him /her or under his/her supervision and that in „ rill EW DEMO
CAD r S A V,
his/her opinion, all embankments and excavations were constructed in accordance with the 13. Contractor is responsible for keeping complete record of changes and shall
make such record available to the Private Engineer, 1 t E + SS \NGC
approved grading plans and that all embankments and excavations are acceptable for their The Private Engineer shall provide As-Built drawings to LWD for review and approval
prior to final acceptance of the project. p EARTHW
intended use. 0 + Y � ,
14. The Contractor shall protect all survey monumentation. If any survey monuments are disturbed or destroyed, the -- bi+ , "_ 3 - 2'
a EXCAVATION: 250 CUBIC YARDS (Includes Pool) REMOVE & RECOMPACT: 1,500 CUBIC YARDS
2, T he Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent Contractor shall retain a Licensed Surveyor to re-establish and record
the monument change per State Law. ' �K SH`sWN \ `+ INTO t t FILL: 350 CUBIC YARDS
- - - -
or to finished work on the site and shall take remedial measures to prevent erosion of freshly oNO
graaea areas unt sucin time as permanent d and erosion cont measures have n 16 Final approval of plans by District Engineer is val r a period of time not to exceed
one year from approval date \ N
installed. to start of construction. If the one year time limit is epxired prior to start of construction, the developer shall re- submit
P ENVIRONMENTAL DATA
the plan check to the District Engineer for an updated review and approval. Any changes required to the plans shall
be made at the Devel exp and ap b the LWD District Engineer rior to the start of construction. 1. STEEPEST EXISTING NATURAL
SLOPE ON -SITE • 10%
er
3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with P � PP y 9 P
the Standard Specifications. Al vegetable matter and objectionable material shall be removed 2. MAXIMUM VERTICAL DEPTH
OF CUT - 1 feet
by the Contractor from the surface upon which the fill is to be placed. Loose fill and alluvial 3. MAXIMUM VERTICAL DEPTH
OF FILL - 3 feet
soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to PLAN - REVISED W LY END ANDREW AVENUE
4. AVERAGE DEPTH OF CUT• 250c.y.x27 /19,636sgit =0.3feet
a depth of 6" and then compacted to a minimum of 90 percent. It shall be the Contractor's NOTIFICATIONS ` 1" = 10 5.
AVERAGE DEPTH OF FILL - 350 c.y. x 271 19,636 sq It = 0.5 feet
responsibility to place, spread, water and compact the fill in strict accordance with the Specifications. 1. The existence and location of underground utility pipes
and structures shown on these plans
were obtained by a search of available records. To the best of our knowledge there are no
4. Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces existing utilities except as shown on these plans, however: STATEMENT
OF ENGINEER OF WORK SOILS ENGINEER'S CERTIFICATE OWNER'S CERTIFICATE
and uniform cross sections. The slopes of excavations and embankments shall be shaped, co
planted and trimmed as directed by the Engineer of Work and left in a neat and orderly The contractor is required to take due precautionary measures to protect any existing
utilities The undersigned engineer agrees that the work performed by the engineer shall I, MAMADOU S. DIALLO, a Registered Civil Engineer in the State of California, principally
doing It is agreed that field conditions may require changes to these plans. It is further agreed that °
condition. All stones, roots and other waste matter exposed or excavation or embankment slopes or structures located at the work site. It is the contractor's responsibility
to contact the comply with the generally accepted standards and practices of the engineer's business in the field of Applied Soils Mechanics, hereby certify that a sampling
and study of the soil the Owner (Developer) shall have a Registered Civil Engineer make such changes, alterations, N
which are liable to become loosened shall be removed and disposed of. The toe and top of all following owners of said utilities or structures prior to any excavation, for
verification and trade or profession. The engineer further agrees that the work performed herein conditions prevalent within this Site was made by us, or under our direction
on May 15, 2008 or additions to these plans which the City Engineer determines are necessary for and desireable
slopes shall be rounded in accordance with the Grading Ordinance location of utilities and notification of commencement of work: shall be in accordance with
the rules and regulations required by the City of One complete copy of the Soils Report compiled from this study with our recommendations, has been for the proper completion
of the improvements.
Encinitas. The engineer agrees that any plan check or review performed by the submitted to the Office of the City Engineer. Furthermore,
we have reviewed these Grading Plans and c
5. All trees, brush, grass, and other objectionable material shall be collected. piled or otherwise a. Sewers - Leucadia Wasterwater District (760) 753 -0155
City of Encinitas in Its capacity as a public entity for the plans prepared by the certify that the recommendations included in the original Soils Report, and all following Addendums,
We hereby certify that a Registered Soils Engineer or Geologist has been or will be retained to C
disposed of off the site by the Contractor so as to leave the areas that have been cleared b. Gas & Electric - SDG &E (800) 4224133 engineer is not a determination
by the City of Encinitas of the technical for this project have been incorporated in the Grading Plans and Spedfications, supervise over all grading activity and adviss,f the
compacti rid stability of the site.
with a neat and finished appearance free from unsightly debris Approval of location of debris c. Water - San Diegutto Water District (800) 422.4133 sufficiency
or adequacy of he plans or design, and it therefore does not relieve / d
fill shall be secured from the Soils Engineer and City Engineer prior to the disposal of any d. Telephone - Pac Bell (800) 489 -3441 the engineer of responsibility
for the plans or design of improvements based EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC 0
By Date: ZZ O
such material. e. Cable TV - Time/Warner Cablevision (760) 707 -1000 thereon. The engineer agrees to indemnify and hold harmless the City of Encinitas
10925 Hartley Road, Suite "I"
MATT POWER ELINE POWER U
f. Underground Service Alert (800) 422 -4133 and its officers, agents, and employees from property damage or bodily Santee, California 1866
Sheridan Road Z
injury arising solely from the negligent act, errors, or omissions of the engineer (619) 258 -7901 Fax (619) 258 -7902 Encinitas,
CA 92024 W
2 Contractor shall notify the City Engineers Office 48 hours prior to beginning an work on this and his /her agents or employees actin within the
course and scope of such Project No. 08- 1147A2 q FESSi (760) 579 -2190 g
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project. Phone: (760) 633 -2770 agency and employment and arising out of the work performed by the engineer. Q �P
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r E1nLr_ 0 g~ 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2770. B (,, r , ,� ��(`
R _ Z2 , o g No-CO 54071 m j
� All work performed without benefit of inspection will be subject to rejection and removal. RESOURCE DEVELOPMENT CORPORATION MAMADOU S. DIALLO
, RCE 54071 Date Exp +t -br •, * 0
2410 Stromberg Circle License Expires 12/31/09 *
Ca Lu
"AS- BUILT'
f'JAME
Carlsbad, CA 92010 -- sr GIVI� � U
a t 'Z YL=At+`•y (760) 942.1106 Email: rdc@rdc2000.00m / vT F OF C; +.\<OP
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Job No. JNOS 0016 ,
PLANNING & BUILDING DEPARTMENT PUBLIC ORKS DEPT PARKS & RECREATION DEPT LEUCADIA WASTEWATER DISTRICT f , f ;,; . -+ �
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/ DONALD 261 d W
STANDARD BRIAN DONALD, RCE
REVIEWED AND APPROVED BY: REVtE D ND PP OVED BY: REVIEWED AND APPROVED BY: PUBLIC SEWER SYSTEM APPROVAL By +-� ` { - .'� q �l & / � r
No. 25175 License Expires 3/31/2010
-� I APPROVED Y: LWD DISTRICT ENGINEER BRIAN DONALD, RCE 26175 Date Pro an
iI / . ? REVIEWED BY:
,J o / p / License Expires 3131/10 W
( ��.✓�- 9 ZS'� / ` J �� a Q !✓1 /U 5 AME CE S/ /O D E -r Z Lu
NAME DATE NAME DATE L
AME DATE -/� '� " °
,LfI>F�c /D�/ " INSPECTOR Date O
FI M E P ATE Z
REVISIONS APPROV DATE REFERENCES DATE BENCHMARK SCALE FIRE DEPARTMENT ENGINEER OF WORK APPROVALS CITY OF ENCINITAS
ENGINEERIN DEPARTMENT DRAWING NO.
W
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP D
CITY OF ENCINITAS CONTROL POINT No. 1001 REVIEWED AND APPROVED BY: GRADING PLAN FOR:
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SttT L 3 2 1/4" CADT DISK SET IN DRAINAGE STRUCTURE V A A
2 `3- V t; r NEAR NE CORNER LA COSTA AVE BRIDGE OVER I5 HORIZONTAL ASNOTED '�� 0� BY: /�'', ✓' BY:
POWER RESIDENCE 952 -G
- * -.0 G•'C r CITY ENGINEER
DATE:
VERTICAL AS NOTED NAME D TE BRIAN DONALD, RCE 26175 DATE: f ��2 q� �V DATE: 10�24c'g 1866 SHERIDAN ROAD,
ENCINITAS $
ELEVATION: 47.11 DATUM: NAVD88 License Expires 3/31/2010 08 -037 CDP SHEET 1 OF 4
RESOURCE DEVELOPMENT CORPORATION JN08 -001 B
PUBLIC 5TREET CONCRETE DRIVEWAY APRON SpFCrFIr.ATrONS
GRADING PLAN 1) CONCRETE DRIVEWAY APRONS SHALL BE CONSTRUCTED WITH 520- C•2500 CONCRETE.
2) MINIMUM CONCRETE THICKNESS SHALL BE 51/2" OVER 6" CLASS II BASE COMPACTED
TO 95% OVER DENSE, NON-EXPANSIVE, RE- COMPACTED NATIVE MATERIAL, OR
SCALE: 1 " = 10' IMPORTED SUB -GRADE APPROVED BY THE PROJECT SOILS ENGINEER,
0 5 10 15 20 3) THE PROJECT SOILS ENGINEER SHALL PROVIDE INSPECTION, COMPACTION
TESTING AND CERTIFICATION OF THE SUB -GRADE AND BASE MATERIALS
PRIOR TO PLACING OF CONCRETE,
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EXIST IMPVTS PER DWG N 5792
0 +00 SHERIDAN ROAD - - - - - J - _ - - - - - - - _..
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SHERIDAN ROAD
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zz- \ vy v `�' TO BE MOVED ` F1 SEE TYPICAL SECTION SAWCUT �' < PCC CURB d GUTTER \ PER
STD DWG G-2
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/ _ - . - _ _ \ JOIN EXIST PCC CM d GUTTER
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EXIST PCC FLUSH CURB _. _ __��. �_. _ -------- --- PP - -- ---- -- ---
TO REMAIN � > � •I - -- - - - - - --
ti %GW�FF ET08E ?LL IOEW� y-5 EX PCC SIDEW K I
EXIST2 "MAR _ °' EXISTING WOOD FENCE TO REMOVEDdREPLACEDATRWLINE -MAX HEIGHT =48" �. NO ° 40'19 "E 202.67 ,, ,
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FILL 4
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ACY WALL
11 \ 1 PROPERTY LINE CUR DATA SEE NOTE, SHT 3 �- PER DWG No. 5792-G
D= 105 °4235" 4" ATEDR IW-16L.F.'9 GARAGE �_ �. _ 0' PARKING
EXISTING RETAINING W ALL
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L 46.12'
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P NTIN6 at PAD GRADE 87.5 FF - 86.8 PA b 60 L . 4 " PVC DRAIN PIPE = 2Y
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SH T lOW OFF DRIVEWA NTO LANDSCAPE AREA TO FLOW INTO DRAIN INLET
11 1St \NG�PP 11 HOUSE _
87.5 FF - 86.8 PAD 9� 7'
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`m G tir BEDROOM WING
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86.0 FF085.3 PAD
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P R SEPARATE BUIL ING PERMIT . 855 WATER SURFACES R E
87.0 FF - 86.3 PAD . AD
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90 AIN P/L ` O�'F5ITE GRADING NOTE \ L
WOOD FED _ - J PROPERTY. IF DISSTU TO AD ACENT PROPERT E ANT CIPATED A \ I LU
A j1 - .. -- _ RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, a-
/ 1\ 11 - -' 4" PERFORATED PVC IN ROCK BLANKET - _ _ -- TURFBLOCK 5 WALE MAINTENANCE & REMOVAL NOTE BE OBTAINED ANDRSUBMITTED
PERMISS
FR THE
PRAOR O OF ANY SUCH WORK, \ `` >
/ \I A LTL2NA•'/1i ° �� • � - p� 1 � 1 - - SEE DETAIL, SHT 3
�" Z $ r ° OUTLET PIPES THR r MAINTENANCE AND POSSIBLE FUTURE REMOVAL OF TURFBLOCK ANY DISTURBANCE ON THE ADJACENT
PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY \ LU
3 - 2 U DETENTION BERM WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. \
V
vEt SwN� SWALE IS COVERED IN A MAINTENANCE AGREEMENT WITH THE AUTHORIZEDD IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS
FOR ASTOP- LU
11 NE w,U0.8� ppSN
INTO ROCK RIP -RAP. SEE DETAIL, SHT 3 CITY OF ENCINITAS PER DOC No. Rec. of
TOPO SURVEY NOTE ?I
`\ Nt ROOF DRAIN NOTE \' V)
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BMP Storm Water Surface Detention' Detention - - es C!' "
i EXISTING CONTOURS AND SPOT ELEVATIONS SHOWN ON THIS PLAN ARE BASED FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL Rl1flOFF
FROM ALL ROOF
Pit Area not to be Modified or Removed without a n , „ r ON A FIELD TOPOGRAPHIC SURVEY PERFORMED BY RESOURCE DEVELOPMENT DRAINS
SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION t IY
Permit from the City of Encinitas CORP ON JANUARY 19, 2008. AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM. w
- LU
GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL ?
SHALL NOT BE MODIFIED WITH A PERMIT FROM THE CITY. C7
R EVISIONS APPROVED
10/11/2008 W
DATE REFERENCES DATE BENCHMARK SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING
N0.
il1yE P�l�tcA[,aY
g 1 III, L.T CITY OF ENCINITAS CONTROL POINT No. 1001 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO D GRADING
PLAN FOR:
2 1/4" CADT DISK SET IN DRAINAGE STRUCTURE
NEAR NE CORNER LA COSTA AVE BRIDGE OVER 15 HORIZONTAL AS NOTED BY: BY: POWER RESIDENCE 952-G
VERTICAL AS NOTED DATE p CITY ENGINEER
BRIAN DONALD, 26175 DATE: �� Z Y � t9
o DATE: 1866 SHERIDAN ROAD, ENCINITAS
License Expires 3/31/2010 08 -037 CDP
ELEVATION: 47.11 DATUM: NAVD88 SHEET 2 OF 4
RESOURCE DEVELOPMENT CORPORATION JN08 -0013
SECTIONS AND DETAILS
R/W R/W
50' R/W R/W
C/L STRUCTURAL SECTION NOTE
(FOR PRIVATE AND PUBLIC STREET PAVING, INCLUDING PAVEMENT WIDENING) 47
25' 25' THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS ENGINEER AT THE TIME /L
OC CONSTRUCTION BASED ON R -VALUE TESTING AND A TRAFFIC INDEX = 4.5. THE 27' 20'
6' Gravel Filled 4.5' DG Pathway MINIMUM SECTION SHALL BE 4" AC OVER 6" CLASS II BASE.
Turfblock Swale 6" Min Thickness 4.5' DG Pathway 17'
6" Min Thickness
�12' 12'—x{ 3' 3' 3
O A l ti �p X 2% xo l° j x (Z ) / Existing Grade 4.5' Gravel Filled a 13' 8't
Existing Grade 2% 2 %_ A' 8% 1 TunBlock Swale
--- - - -� -- - - - - -- - -- - - - - - -- Note)
-- -- - -T � T � T — �� _ - - - -- v, ° 4'PavementWidening
- — -^— — — X �0 p6 e (See Structural Section (�
Sawcut 2% N < Existing Grade V
Existing PCC Flush Curb Existing PCC Flush Curb 4x10 Redwood Header G <ade , _________ 1------------------ T---- -------------
'
% ti ---------- - - - - -- - - -- '
To Remain 6't Remove is --------------------------------------------
Existing AC Pavement & Base rr Exist Gravel Swale 6" PCC Curb L9
4 WSTALL TJRF �( blO� per SDRSD G -1 22't Existing AC Pavement
PER O%rA% — t {GRf Grass 6 "wx 16'd
Topsoil Flush PCC Curb
R/W
TYPICAL SECTION - ANDREW AVENUE Concrete Turblock 2" Sand -
�� � TYPICAL SECTION - SHERIDAN ROAD
NO SCALE
a
f 50' R/W 4 Min 'nt] m � +,Cm' ,t' ";. �^' � NO SCALE
rtc' :.rTr�
C/L 6" Class II Base
25' 25'
3.8' Gravel Filled 4.0' DG Pathwa
Turfblock Swale 6" Min Thickness
0 TURFBLOCK INSTALLATION DETAIL
12' 12 T
Cabin at
Existing AT &T Box
Door NO SCALE
O� llL . NC R Existing Grade
2% Existing Grade 2% — — — — — 2 Pr X o' 0 8' p g
CONCRETE DRIVEWAY CONSTRUCTION NOTE5
Existin Flush Curb Existing PCC Flush Curb r— Demo Portion of
9 _ To Remain Existing PCC Curb 1) CONCRETE DRIVEWAYS SHALL BE CONSTRUCTED WITH 560 -C -3250 CONCRETE.
�—/ Existing AC Pavement &Base New 6 "x16" PCC Curb J / r 2) MINIMUM CONCRETE THICKNESS SHALL BE 51/2" OVER
6" CLASS II BASE COMPACTED
TO 95% OVER DENSE, NON- EXPANSIVE, RE- COMPACTED NATIVE MATERIAL, OR
PAL ALTERNATE SECTION — ANDREW AVENUE Raw RNv IMPORTED SUB -GRADE APPROVED BY THE PROJECT SOILS ENGINEER.
_
SHERIDAN ROAD 3) #3 REBAR AT 18" o.c. EACH WAY IS REQUIRED UNLESS WAIVED BY THE PROJECT
NO SCALE HOUSE SEE TYPICAL SECTION SOILS ENGINEER AFTER CERTIFICATION OF THE SUB -GRADE AND BASE
*—Existing House '' — 2:1 Cut Slope Existing Grade, - 4) WEAKENED PLANE JOINTS ARE REQUIRED AT 15' INTERVALS AS
SHOWN ON
6
87.5 FF e —
----- ----------------- - -= -== T - -- - -- SDRSD G•10 AND G -18.
Compacted Earth Berm - -- ----- - - -- --
PATIO•B6.OFS � ----- '--------- � - - - - --
85.5 WS _ — — — — — — — — — — — — — — — — 5) TRANSVERSE CONTACT JOINTS ARE REQUIRED AT THE END OF EACH POUR AS
_ } SHOWN ON SDRSD G -10.
To Ft f F POOL Compac F41-
81
At or Belo Grade 6) EXPANSION JOINTS ARE REQUIRED AT ALL LOCATIONS SHOWN ON THE PLAN.
1 House Over- Excavation and Re- Compaction
Horizontal Limits and Depth per Soils Report and 7) THE PROJECT SOILS ENGINEER SHALL PROVIDE INSPECTION, COMPACTION
Soils Engineers Recommendations at Time of Construction TESTING AND CERTIFICATION OF THE SUB -GRADE AND BASE MATERIALS
PRIOR TO PLACING OF CONCRETE.
Pool and Retaining Wall Over - Excavation and Re- Compaction
Horizontal Limits and Depth per Soils Report and
Soils Engineer's Recommendations and Time of Construction
NO SCALE
10' Vg4^ PVC Overflow Riser w Riser RAV
with rate ap 83.0 To of Berm ap 15't Detention Area
Detention Berm 83.5 1' High x 4' Wide Compacted Earth Berm
per Detail 0tih 2" Outlet Pi es thru Berm de And w Avenue
re ---- ------------- - - - - -- --- ExistigOade --------- - - - - -- _ p _ —
See Typical Section
4 SordP4CmTei — ________— erforated PVC Pipe. Flowline Level 4^ Petlorsted PVC Pipe. Fioame Levu FromUstream Inlets
in 4" Perforated PVC Drain Pipe
80.5 Tw Pit
Acmes Lops orDO a Im Elev 80.0 p 82.0 i.e. ss Length of Ditch at Inv Elev 83.0 Top of Berm Elev = 83.0 Wrapped
in DeWitt Filter Sock
- -- - - -- - - — - - -- - - -- - -- — -- - -- — - - -- - - -- C t ct d G PedesV — - --
- -- - -- -- - - -- - - -- - -- - - -- -- a onsru e 80.5 To Pit R - an
e o l A Pl o ! Gravel Swale Pathway - - - -- 4" PV o — _. — — — C Drain
Pipe .a ottoin Pit ' - " e. Pi CD
7 " _ _ — ".- TO Outlet Pipes thru Berm N 9 from Upstream
Inlets
MIRAFI 140N Finer Fabric 3 -Total and Detention Pit
1 1l2^ ROCK 78.0 Bottom Plt 5' Wide x 1' Deep Outlet Dispersion Area 4 of 3/4" Rock
1 112" Course Gravel Over 4" Perforated PVC
MIRAFI 140N Filter Fabric 2 1' High x 6' Wide Earth and Gravel Berm a
1 1/2" ROCK 0
F
Z
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2
a
ELEVATION - DETENTION PIT SECTION - DETENTION PIT SECTION - DETENTION BERM o
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NO SCALE NO SCALE NO SCALE o
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E T21.A.N
DONALD n`}` O
No. 26175 w
CIVIL
Y
Professional
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09/17/2008 W
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO.
iis PR Ttv I t f 14 d PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR011�
CITY OF ENCINITAS CONTROL POINT No. 1001 GRADING PLAN FOR:
� ?iU • ' 2 1/4" CADT DISK SET IN DRAINAGE STRUCTURE 952 -G
s NEAR NE CORNER LA COSTA AVE BRIDGE OVER I5 HORIZONTAL AS NOTED , BY: BY: - POWER RESIDENCE
CITY ENGINEER
VERTICAL AS NOTED DATE: t ( J ry
BRIAN DONALD, RCE 26175 DATE O/ Z 9 b DATE: /D — 7.4 — e a 1866 SHERIDAN ROAD, ENCINITAS
ELEVATION: 47.11 DATUM: NAVD88 License Expires 3131/2010 08 -037 CDP SHEET 3 OF 4
RESOURCE DEVELOPMENT CORPORATION JN08 -001B
, POWER at (760) 5
,hall be made availabl
1pssary materials shy
=struction of ter
�iodified without the apI
EROSION CONTROL PLAN
ALE. 1
EROSION CONTROL NOTES plevices to working on 0 10 20 30 40 50
� rainfall.
LEGEND
1. In case emergency work is required, contact MP„ 79.2190, 24 hours a day.
1tr01 measures as ma
PERMANENT DETENTION AREA FOR BEST MANAGEMENT
It I I PRACTICE NOT TO BE MODIFIED WITHOUT A PERMIT FROM 500 S.F.
2. Equipment and workers for emergency work :Ior unforeseen circum9e at all times during the I _. THE CITY OF ENCINITAS
rainy season (October 1 to April 15). All ne( ill be stockpiled on site
at convenient locations to facilitate rapid'ake necessary precaiporary devices when I i`i GRAVEL BAG INLET PROTECTION
75 BAGS
rain is imminent. ;create a hazardous ci u
Devices shown
3.
_ --
GRAVEL BAG DAM -
on plans shall not be moved or r;)ved Grading Plan shabroval of the Engineering _ _ _ _ 1 � - - - - �' -' � "- - � - -- - - �- = -�.-
-- `__Dc ) .,._ ;�� :_ , 100 BAGS
Inspector,
-- »--- ------------- - - - - -- - - � �y �_s, -._
_ _ _ - _ _ _ _ _
y SILT FENCE (CALTRANS BMP SC -1) - SF 275 L.F.
4. The Contractor shall restore all erosion control st drain away from I der to the satisfaction of n _ - _ -�
SHERIDAN ROAD - - - - -
- - - CONSTRUCTION ENTRANCE DETAIL, THIS SHEET 1 EA y
� go
the City Engineer after each run -off producind lin place at the end of
Engineer "" s forty percent (40 %V required by the City
due to an incomplete grading operatio °\
stances which may arise. °o _ +a: \ / --------- - - - - --
5. Th e contractor shall install additional erosion rA
6. The Contractor shall be responsible and shall !s hown shall be in pia °„ "-
P forecast exceeds forlutlons to prevent public `9 4 %�,,; d•
trespass onto areas when impounded waters/ t�
P �nfall. Dndition n \t .
`„
r
15 s the slopes shall t l be incorporated hereon. `; , HOUSE ---- - - - - -- ---------- ---- - - - -�, \
7, All erosion control measures provided r the a d it
P per PP
pr p u'
t 8 conclusion of each work day. ro ect enmeter IT, of the Erosion Sed "�' °' G�R�GE
he face of slope at the „
u C
�` LANDSCAPING NOTES
it
rvation. ONSTRUCTIONENTRANCE i ��',
9. All removable protective device: ce at the end of each working day when a \ °`
9 Y it , 1. All slopes shall be planted and irrigated in accordance with plans approved by the City Engineer,
the five (5) 5 day ain robabili �II slopes that are grad, " \ ;,`
„ HOUSE Plans shall conform to the City of Encinitas Grading Ordinance and all adopted Landscape and
Y P ty y pe rcent it
( 40% . ) Silt and other debris
shall be removed after each ra " Irrigation Standards,
N
„ �
I t m fill areas. � I _
10. Should germination of hydrosee 1de effective coverage of graded slopes Z " ' � INLET PROTECTION \g 2.
Finish Grading and Planting shall be accomplished on all slopes prior to October 1 or immediately
90% coverage) prior to Novembr
a ° r p
( he stabilized with punched straw Installed ,
of the material it m \ w i upon completion of any slopes graded between October 1 and April 15.
cut areas, unless sl °• �� 1 � -- ------- --- - -- � u�
In accordance with Section 35.0 `Iment Control Handbook of the State of „
„
�er h es
INLET PROTN
p 1 y ; � `-�- -SILT FENCE = POOL City 9•
re level of the soil at t -''� \,, 3 If pads are left vacant for a period of three months, or at the discretion of the
Ci En gineer,
„ \
California De arfment of Consl ` � „ H INLET PROTECTION
ECTIO
�- entire pad shall be h droseeded.
`i, �. a SILT FENCE Y
i k
1\1
HYDROSEED NOTES of all of the following: "
it '1
y 9 PP o less than:
it
1
ad 6:1 (Horizontal to Vertical) or steeper a r
wh ro they are: hall be applied to R TEMISIA CALIFOR i
Y - i,
i
it
\,
, .-� � °,
1, Three feet or more in heigi I CELIA CALIFORNIC "
- it _- -
2. Five feet or more in hei 9 ht "IGONUM FASCICU e is not
CHS subject to erosion due to the
erosion resistant charac CHOLZIA CAL yP l is approved by the City Engineer.
it „ \.
it w ,
hydroseed mix. TUS SCOPGRIOUS t he optimum level for the growth of the it
u
Irrigation shall maintain a moistL, ti
_LICA IMPERFECTA ��',
3) Hydroseeding Mix shall consist LULUS AURANTIACI
iACELIACAMPANUI STORMWATER POLLUTION CONTROL BMP NOTES
1. Seed mix shall consist of r ilUS INTEGRIFOLIA Minimum %Purity /Germination Relative to Construction Activities
a. 2.0 lbs. per acre of A k VIA MELLIFERA NICA 05/60 � „A MI�C�S'ACHY -
c lbs
_pe shall establish and use an adequately sized concrete washout area to Stored materials shall be contained
in a secure place to prevent seepage and
l �1 p er acre o J A 4Q/6Q _
_ A __ contain washout wastes on alts. tt is Megal to wash concrete slurry, spillage. Contractor shall
store these products where they will stay out of the
_- -__ -____
mortar, stucco, plaster and the like into the stormwater conveyance system rain, Contractor shall provide secondary
containment for all fuel stored on -site.
e. 3.0 lbs per acre of E !CH YS =ORNICA 98180
d. 4.0 l bs p er acre of E ATOM or any receiving water. Contractor shall post a sign designating the washout location.
ICH `
f. Eliminate or reduce pollution of storm water from stockpiles kept on -site. Stockpiles
12.0 lbs. per acre of F, JLATE' 95/80 Construction Site Access may include soil, planting materials, asphalt
concrete, aggregate base, etc. Stockpiles
g. 1.0 lbs. per acre of L k 60/60 A stabilized construction site access shall be provided for vehicles egress
and shall be located away from concentrated storm water flows and storm drain inlets.
off site. This shall include using material Stockpiles shall be covered or protected with soil stabilization
measures and
h. 6.0 lbs. per acre of M ingress to prevent tracking dirt o
2,000 lbs per acre. Ty 90/80 such as ravel and /or corn ated steel panels/ plates, provided with a temporary sediment
barrier around the
i. 4.0 lbs. per acre of MI fiber material. Wher, 80/60
` 9 9 P p Po ry perimeter at all times.
j. 3.0 lbs per acre of Mllg no less than 50% oUS PUNICEUS 02/60 Construction Vehicles Trainin
k. 3.0 lbs. per acre of Pf LARIA 98175 = A specific area away from gutters and stormdrain shall be designated for
construction o� ntractor's employees who perform construction in the City of Encinitas shall
p vehicles parking, vehicle refueling and routine e e trained to be familiar with the City of Encinitas storm
water
I. 3.0 lbs. per acre of RHUS INTEGRIF, ->:o nyaroseeaing Dy: hi ki hi
o pment maintenance. All major b ty p ollution control p
V
repairs shall be made off -site. requirements. These BMP notes shall be available to everyone working on
site.
m. 2.0 lbs. per acre SALVIA ROST 70/50 The property owner(s) and the prime contractor must inform
sub - contractors about
n, 8.0 lbs. per acre ULPIA MICROST�'ty Or a combination o 90/80 NOTE: Erosion Control storm water requirements
and their own responsibilities.
CONSTRUCT SEDIMENT BARRIER AND Erosion control must be provided for all erosive surfaces. Sloped surfaces especiatll waa
ste Mariaget
11711 A �men
sing item "a" above. CHANNEL RUNOFF TO SEDIMENT TRAPPING DEVICE shall be protected against erosion by installing erosion
resistant surfaces such as
7
it lantin b 1 1l2" CRUSHED ROCK erosion control mats, adequate ground cover vegetation, and bonded f ber matrix.
ontract- or shall be responsibility for properly disposing of all waste and unused
2. Type 1 mulch applied at the rate of no less thar P 9 y fpe 6 mulch (straw) may construction materials.
Dumping of unused or waste products on the ground
be substituted, all or part, for hydraulically appliei provide a damp by nii straw is used it must No excavation and grading activities
are allowed during wet weather, where water can carry them into the conveyance system is strictly prohibitive.
be anchored to the slope by mechanically punchirustment, leaching or c the straw into the soil.
Diversion dikes shall be constructed to channel runoff around the construction site. o
Di No seepage from dumpsters shall be discharged into storm water. Berms /dikes
1 1' MIN UNLESS OTHERWISE p g permanent and temporary shall be placed around dumpsters to divert the natural
storm runoff. Dumpsters
SPECIFIED BY A SOILS ENGINEER shall bhk
ILTER FABRIC ON Contractor shall protect channels against erosion using e checked frequently for leaks. Dumpster
lids shall remain closed at all N
3. Fertilizer consisting Of ammonium phosphate Si,, %sulphur applied at the ORIGINAL GRADE erosion control measures.
rate of 500 lbs. per acre. pgorous growth until the SECTION A -A times. Dumpstere without lids shall be
placed within structures with impervious rn
h t
roofing or covered tarps in order to avoid rain contact with any trash material. o
permanent landscap Remove existing vegetation only when absolutely necessary. Large projects shall
CD
4) Areas to be hydroseeded shall be prepared prid
be constructed in phases to avoid un- necessary removal of the natural ground cover. Many construction matedlas,
including solvents, water -based paints, vehicle fluids,
0 ' MIN. ^ Do not remove trees or shrubs un- necessarily; they help decrease erosion, broken asphalt and concrete,
wood, and cleared vegetation can be recycled. Non- a
recyclable materials must be taken to an appropriate landfill or disposed of as
Temporary vegetation must be planted on slopes or where construction is not hazardous waste. For information on
disposal of hazardous material, call the o
1. Roughening the surface to be planted by a f; 1s' RADIUS MIN. immediately planned for erosion control purposes, Erosion
shall be prevented by 0
a. Track walking slopes steeper than 6:1 p lanting f Hazardous Waste Hotline toll free at (800) 714.1195. For
information on landfills H
and to order cum
REFEREI, p g ast- growing annual and perennial grasses to shield and bind the soil. Z
b. Ripping areas that will not breakup u
Asters call EDCO at (760) 436.4151. Z UJI
2. C onditioning the soils so that it is Suitable f
Plant permanent vegetation as soon as possible once excavation and grading
activities are complete. Pollutants shall be kept off exposed surfaces. Place trash cans and recyling
O
a. Adjusting the surface soil moisture to t saturated seed bed. receptacles around the site. --r
w
T he addition of soil amendments, ph ad Vering S211ne SOILS t0 Water usage for dust control shall be minimized
Portable toilets must be in good working order and checked frequently for leaks. .
provide viable conditions for growth STABILIZED CONSTRUCTION ENTRANCE p
Contractor shall provide secondary containment and locate portable toilets away U
NO SCALE y BRIAN ;' from stomdrain inlets and pervious surfaces. 0
5 H droseeded areas shall be maintained to provide a All construction debris shall be kept away from the street,
gutter, and storm drain.
O
Y p , project is permanently t No. 261 6 traveled U
landscaped or, for areas where hydroseeding is th ing, until the project is * C1 IL *
completed and all security released. Contractor must routinely check and clean up material that may have t
, s Professional, away from construction site.
62 �. w
Z
09/17/2008 Z
REVISIONS APPROVED DATE JCES DATE BENCHMARK SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DR
AWING NO. UJI
✓1 i
CITY OF ENCINITAS CONTROL POINT No, 1001 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV EROSION CONTROL PLAN
FOR:
BY: 10 BY:
2 1/4" CADT DISK SET IN DRAINAGE STRUCTURE
NEAR NE CORNER LA COSTA AVE BRIDGE OVER 15 HORIZONTAL AS NOTED J/ POWER RESIDENCE
ELEVATION: 47.11 DATUM: NAVD88 952 -G
I
CITY ENGINEER
VERTICAL AS NOTED BRIAN DONALD, RCE 26175 DATE f 8 aS DATE: f d/2 C4 / O R" DATE: /D�i 9 A 8 1866 SHERIDAN
ROAD, ENCINITAS
License Expires 3/31/2010 08 -037 CDP SHEET 4 OF 4
RESOURCE DEVELOPMENT CORPORATION JN08 -001B
i