1998-5633 G (Plans) ER05ION CONTROL NOTES LAND5CAPING NOTES WORK TO 5E DONE
GENERAL NOTE5 GRADING PLAN The Grading consists of the following Work to be Done according to the plans,
the
ark is required, contact Steve Malloy at 633 -2211 (Pgr) 1. All slopes shall be planted and irrigated in accordance with
plans approved by the City Engineer. current City of Encinitas Engineering Department Standard Specifications, the San Diego Area
1. All work shall be done in accordance with these plans, the Standard Specifications for Public 1. In case emergency w q y 760 (
) DRIVEWAY -1769 CKE5T DRIVE CARDIFF Plans shall conform to the City of Encinitas Grading Ordinance and all adopted Landscape and LJJJ
Works Construction, the Design and Constriction Standards of the City of Encinitas, and the Irrigation Standards.
Regional Standard Drawings, and the Standard Specifications for Public Works Construction
San Diego Area Regional Standard Drawings. Any changes or revisions therefrom shall be approved 2. Equipment and workers for emergency work shall be
made available at all times during the •
Grading shall consist of the construction of all cuts and fills shown on these plans and
b the City Engineer prior to any request for inspection. rainy season (October 1 to April 15). All necessary materials shall be stockpiled on site
on
y October 1 at convenient locations to facilitate rapid construction of temporary devices when LEGAL DRIPTION 2. Finish Grading
and Planting shall be accomplished all slopes prior to October 1 or immediately
upon completion of any slopes graded between October 1 and April 15. outlined in the earthwork specifications.
All grading details shall be in accordance with
ESC
2. The Soils Report entitled "GEOTECHNICAL EVALUATION, 1769 CREST DRIVE, ENCINITAS, CALIFORNIA" rain is imminent.
the City of Encinitas Grading Ordinance.
prepared by A.R. Barry and Associates, Inc. dated June 24, 1998 shall be considered as a part A portion of Lot 25 in Block 'E' and a Portion
of Block 'F' of PALOMARES HEIGHTS, in the City of LEGEND ITEM REFERENCE SYMBOL QUANTITY
of this grading plan. All grading shall be done in accorda ith the recommendations and 3. Devises shown on plans shall not be moved or modified
without the approval of the Engineering Encinitas, County of San Diego, State of California, according to Map thereof No. 2114. NOTIFICATIONS
specifications contained in this report. a,,, •'46rxa�teL+c KEeor.(nl.At�p�le�nsp
Fe 17CA CZE5 •DEX%I Ga"Griu a 91 a ��? APN 262 - 032 - & 16 1. The existence and Ioco of underground utility pipes
and structures shown on these plans PROJECT BOUNDARY
3. Approval of this plan does not constitute approval b o sizes location 71 an t e o ra� ms a aclli Les, 4. The Contractor shall restore all
erosion control devices to working order to the satisfaction of were obtained by a search of mailable records. To the best of our knowledge
thjere are no
nor or improvements within street right -of -ways. Separate approvals and permits for these shall the City Engineer after each run -off producing rainfall.
existing utilities except as shown on these plans, however: EXISTING ELEVATION 1
be required in conjunction with improvement plans. (0 �� r� �) F r
5. The contractor shall install additional erosion control measures as may be required by the City �' ry The contractor is
required to take due precautionary measures to protect any existing utilities PROPOSED FINISH ELEVATION
Engineer due to an incomplete grading operation or unforeseen circumstances which may arise. fit. �, or structures located at
the work site. It is the contractors responsibility to contact the
4. Written permission shall be obtained for any off -site grading.
XpFe q �s� following owners of said utilities or structures prior to any excavation, for verification and EXISTING
CONTOUR
5. The Contractor shall take any necessary precautions required to protect odpcent properties during 6. The Contractor shall be responsible and shall
take necessary precautions to prevent public �o location of utilities and notification of commencement of work:
grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition trespass onto areas when impounded waters create
a hazardous condition ` SKIES AND FLOW DIRECTION
av�E �c o a. Septic System - County of S
existing prior to grading. b. an Diego Environmental Health Dept (760) 471 -0730
7. All erosion control measures provided per the approved Grading Plan shall be incorporated hereon. ` 51t8 Gas & Electric
- San Diego Gas & Electric (800) 422 -4133 PROPOSED CUT SLOPE
753 -11 e,33 -Z7oq
6. The developer shall be responsible that any monument or benchmark which is disturbed or y Dw 0 ¢. �I� c. Water -San
Dieguito Irrigation District 5,000 SQ FT
( 760 ) 6
destroyed shall be re- established and replaced by a Registered Civil Engineer or $. Graded areas around the project perimeter must drain away from
the face of slope at the ✓ � ` `; N d. Tele hone - Pacific Bell (800) 489 -3441 COMPACTED FILL AREA SOILS ENGINEER
✓� s w �mv P (760) 931 -7000
f. Underground Service
a Licensed Land Surveyor conclusion of each work day. �n ,. e. Daniels Cable Visi
Alert
(800) 422 -4133 MASONRY RETAINING WALL STD DWG C -3 445 SQ FT
7. The Contractor shall design, construct and maintain all safety devices, including shoring, and 9. All removable protective devices shown shall be
in place at the end of each working day when
shall be responsible for conforming to all Local, State and Federal Safety and health standards, the five (5) day rain probability forecast exceeds
forty percent (407.). Silt and other debris ��/�� 2. Contractor shall notify the City Engineers Office 48 hours prior to beginning any work on
this MASONRY RETAINING WALL DETAIL, SHEET 2 859 SQ-F� 1,300
laws and regulations. shall be removed after each rainfall. project. Phone: (160) 633 -2770
AC PAVEMENT &BASE SOILS ENGINEER 5,000 SQ FT
e half {1/2) mile of a structure for human occupancy 10. Should germination of hydroseeded dopes fail to provide effective coverage or graded slopes
VICINITY MAP 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2770.
8. Grading and equipment operating within on
shall not be conducted between the hours a al p. and 7 f a.m., nor on Saturdays, Sundays (90% coverage) prior to November 15, the dopes shall
be stabilized with punched straw installed NO �� All work performed without benefit of inspection will be subject to rejection and removal. AC BERM
STD DWG G -5 300 L.F.
and City recognized holidays. in accordance with Section 35.023 of the Erosion Sediment Control Handbook of the State of
California Department of Conservation. EARTH BERM DETAIL, SHEET 2 -�- 100 L.F.
9. No grading operations shall commence until a pre - grading meeting has been held on -site with the TYPE
"F" INLET STD DWG D -7 1 EA.
❑
following people present: City Inspector, Civil Engineer, Soils Engineer, Grading Contractor and
Permittee. The pre - grading meeting shall be scheduled with the City at least 48 hours in advance HYDR 05EEDING NOTE5 ENVIRONMENTAL DATA
EARTHWORK
24" PRECAST PCC INLET QUIKSET D82424 0 1 EA.
by calling (760) 633 -2770
1. Hydroseeding shall be applied to all dopes that are graded 6:1 (horizontal to vertical) or steeper 1. Steepest Existing Natural dope
on -site = 60% EXGAYATION - 800 GUBIG YARDS PILL - 800 GUBIG YARDS
10. Prior to hauling dirt or construction materials to any proposed construction site within this project, when they are: 2. Maximum Vertical
Depth of Cut = 10 Feet EWORTAMPORT - 0 GUBIG YARDS 8" PVC STORM DRAIN PIPE SDR35 95 L.F.
the Developer shall submit to and receive approval from the City Engineer for the proposed haul 3. Maximum Vortical Depth of Fill
= 8 Feet
route. The Developer shall comply, all; conditions and requirements the City Engineer may a. Three feet or more in height in fill areas.
4. Average Depth of Cut EROSION CONTROL SANDBAGS OOIXO 200 A.
wi
impose with regards to the hauling operation. =800 C.Y. x 27 / (.354x43560) S.F. = 1.4 feet
b. Five feet or more in height in cut areas, unless dope is not subject to erosion due 5. Average Depth of Fill = 800 C.Y. x 27
/ (1.514 x 43,560) S.F. = 0.3 feet HYDROSEED SLOPE T 7 1,000 S.F.
11. Upon final completion of the work under the grading permit, but prior to final grading approval to the erosion resistant character of the material
as approved by the City Engineer,
and /or final release of security, an As- Graded certification shall be provided stating: The grading
performed under Permit No. 5633 -G has been performed in substantial conformance with the 2 Irrigation shall maintain the moisture level of the
soil at the optimum level for the growth of ' I OWNEK'5 CERTIFICATE
approved Grading Plan or as shown on the attached As- Graded Pion ". This statement shall be the hydroseeded growth. /
� _ I I hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise
over all
followed by the date and signature of the Civil Engineer who certifies such grading operation.
3. Hydroseeding mix shall consist of all of the following: I Lot 24 -- - - � - - - - -- J
Lot 25 "I I grading activity and advise on the compaction and stability of the site.
GRADING NOTES 1. Seed mix shall consist of no less than: 282-O:S' _l_l 0% 282 0 2 ..•ur Z� �'� -9`I
N89'50'51 _W 560.30' B y .
1. All grading shall be observed and tested by a qualified Soils Engineer or under his/her direction. a. 20 lbs. per acre of Rose Clover
Z ,SANiS MALOY
He /She shall observe and test the excavation placement and compaction of fills and back fills b. 20 lbs. per acre of Zorro Fescue Por
Lot 25, Block V°� f��A 11 o 1769 Crest Drive
action of trenches. He She shall submit soils reports as required and will determine, „ APN 262 - 032 -16 �. Cardiff, CA 92007
and compaction / P q c. 3 lbs. per acre of E School Cia Californica � m APN 262 - 032 -12 ��`� Par Blaok r
r^
the suitability of any fill material. Upon completion of grading operations he /she shall state d. 4lbs. per acre of Archillea Millefolia
-►I o ��� AREA 5HOWN IN DETAIL ON SHEET 2 w (619) 295 -1032
that observations and tests were made by him/her or under his/her supervision and that in e. 3 lbs. per acre of Alyssum (Carpet of Snow) __ __
_ -- -
his /her opinion, all embankments and excavations were constructed in accordance with the f. 1/2 lb. per acre of Dimorpholeca N -
_ _ _ S - 89' 0 E 657.30- DECLARATION OF KE5PON515LE CHARGE
approved grading plans and that all embankments and excavations are acceptable for their 9• Items c,d,e, and f of this subsection may be omitted
on locations where the area M, - P R -
16 PR�/ATE ROAD UTILITIES EASEMENT
intended use. being hydroseeded is not visible from either a public street or residential structures. TO BE GRANTED I T THE TIME
OF SALE OF APN 262 - 032 -16 I hereby declare that I am the Engineer of Work for this project, that I have exercised
h. Item a of this subsection must be inoculated with a nitrogen fixing bacteria and applied I elrc01 Flarcel 2
Responsible Charge over the Design of this Project as defined in Section 6703 of the Business
2, The Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent dry either by drilling or broadcast before hydroseeding.
2 ; -45 �iv� 2 7ES 262-032-48 I and Professions Code, and that the design is consistent with current standards. 1
ponding of water. He /She shall control surface water and avoid damage to adjoining properties i. All seed materials shall be transported to the
job site in unopened containers with the I understand that the check of the project drawings and specifications by the City of Encinitas
is
or to finished work on the site and shall take remedial measures to prevent erosion of freshly California Department of Food and Agriculture certification
tag attached to or printed I confined to a review only and does not relieve me, as Engineer of Work of my responsibilities
for
graded areas until such time as permanent drainage and erosion control; measures have been on said containers. KEY MAP
project design.
installed. j Non -phyto -toxic wetting agents may be added to the hydroseed slurry at the discretion
of the Contractor. I" ` 100' RESOURCE DEVELOPMENT CORPORATION
3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with
the Standard Specifications. All vegetable matter and objectionable material shall be removed 531 Encinitas Blvd,
Suite 201 ......
p �9 1� 2. Type 1 mulch applied at the rate of no less than 2000 lbs. per acre. Type 6 mulch (straw)
CA 92024
Encinitas, � { < 4�.�•
by the Contractor from the surface upon which the fill is to be placed. Loose fill and alluvial may be substituted, all or part, for hydraulically
applied fiber material. When straw is used, '
firm natural ground. The exposed soils shall be scarified to (760) 942 -1106 Fax (760) 942 -2514 _ enrera
I
it must be anchored to the dope by mechanically punching no less than 50% of the straw
Edge of Drive P/L y oav
soils shall be removed to suitable N
a depth of 6" and then compacted to a minimum of 90 percent. It shall be the Contractors into the soil.
r �J rn
responsibility to place, spread, water and compact the fill in strict accordance with the Specifications, Eltrohate
_ civ
By. A 4 � ~` r'roress c
3. Fertilizer consisting of Ammonium Phosphate Sulfate, 16
4. -20 -0, with 15% Sulfur applied at 165' -New AG Driveway Existing AG Driveway BRIAN DONALD, RICE 26175 Date
- . > ,�r F ••. ,,,, C°
Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth f
surfaces rte of 500 lbs. _ E Ion% _ _ License Expires 3/31/02 a � �
Cu p the a per acre. p
\ Gor�,truction G!L 0 ' " t ` `•`
and uniform cross sections. The slopes of excavations and embankments shall be shaped, g� 8'
f
planted and trimmed as directed by the Engineer of Work and left in o neat and orderly 4. Areas to be hydroseeded shall be prepared prior to hydroseeding
by. rZ
condition. All stones, roots and other waste matter exposed or excavation or embankment slopes
which are liable to become loosened shall be removed and disposed of. The toe and top of all C4� SOILS
ENGINEER'S CERTIFICATE
1. Roughening the surface to be planted by any or a combination of: Nks all I, Mark Burwell, a Certi b'
Max bw �,� ° AG berm per Std Dwg Cry fied Engineering Geologist in the State of California, principally doing business in the slopes shall
be rounded in accordance with the Grading Ordinance P field of Applied Soils Mechanics, certify that a sampling
and study of the soils conditions prevalent
a. Track walking dopes steeper that 6:1 Ripping areas that will not break up u 2� N 2% y Exist Drvwy 1 +75 to 3+25
within this site was made by me or under my direction on April 5, 1999. One complete copy of the 5. All trees, brush, grass, and other objectionable
material shall be collected. piled or otherwise b. sing item a above - _ _ _ _ disposed of off the site by the Contractor so as to
leave the areas that have been cleared Soils Report compiled from this study, together with my recommendations, has
been submitted to the
Boom o a ev Office of the City Engineer. Furthermore, I have reviewed these Grading Plans and certify
that the
w
with a neat and finished appearance free from unsightly debris Approval of location of debris 2. Conditioning the soils so that it is suitable for
planting by. ® ��l AG Pavement and Base recommendations included in the Soils Report for this project have beeg incorporated in the
Grading
1 Mowry betaking Wall tl Section Note Plans and Specifications. fill shall be secured from the Soils Engineer
and City Engineer prior to the disposal of any w
Standard G -4 Strucurafications. ��` "'
per D"9 5'-4" I c�ix The al 5ectlon shall be des eel a Soils veer c�a PY' 8Ul7�,` �F
such material. a. Adjusting the surface soil moisture to provide a damp but not saturated seed bed Exist Div* OQ5 to 1 +15
F
b. The addition of soil amendments, PH adjustment, leaching or covering saline soils , ,,, 4 �p GtYI� ti. C = _ _ _ _ _ _ _ _
_ = tone of construction based on R -Value Testing and a Signed: g ���� 28' 99 l � Cn
COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT to rovide viable conditions for g rowth ' BRIAN '' �6' , Traff
c Irxlex = 45. The Minimum Section shall be 4 AL over 9 w m 2103
p 9 MARK BURWELL CEG ate
b ass II Base. 2109 D Z Ex p. 5
c,
DL "JALQ
(CAL $E ION DRIVEWAY ^
N ze,,5 License Expires 3/31/00
5. Hydroseeded areas shall be maintained to; provide a vigorous growth until the project is + CIVIL � M
fy �� p� �1�i3 permanently landscaped or, for areas where hydroseeding is the permanent landscaping, until °�,• T3od NO5GALE
G �'���P w
11 the is and all security released. 'F�J� '`'•••••, �FpF ne IFO�
NAME DATE NAME DAIS project comp elf c� C ., v� z
Approval Expires 2 Years after Date Signed °' " " ° " w DRAW 8T I CI I BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
aSIONS APPROVED DATE REf•ERYCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT
County of San Diego Benchmark No. 'OC 0042', located PLANS PREPARED UNDER SUPERVISION OF RECOMM �PRR GRADING
PLAN FOR
Chiseled square, W end of NW Conc Curb Return, Lake fK>PolaNTx N A -( BY: G BY. gTYENGINEIR DRIVEWAY
- 1769 CKE5T DRIVE, CARDIFF 5633 -G
Drive and Birmingham Drive. Record from County of p .� e�
San Diego Vertical Benchmark Book. N/A n �I 3I9/ BRIAN DONALD, RICE 26175 - DATE: DATE i / DATE: 6' �
POK LOT 25, 5LK E, & POK 5LK F, Map 2114 SHEET 1 OF 2
1ER11CAL WORK PROJECT N0.
Elevation: 323.10 Datum: MSL NAME DAIS License Expires 3/31/98
KE50UKCE DEVELOPMENT CORPORATION JN97 -0185
GENERAL NOTES ER051ON CONTROL NOTES GOADING PLAN LANDSCAPING NOTE5 WORK TO 5E DONE d
1. All work shall be done in accordance with these plans, the Standard Specifications for Public 1. In case emergency work is required, contact Steve
Malloy at (760) 633 -2211 (Pgr) 1. All dopes shall be lamed and irri teal in accordance with Ions approved b the Ci E The Grading
consists of the following Work to be Done accordi to the Ions, the
Works Construction, the Design and Constriction Standards of the City of Encinitas, and the P P gar P PP Y Y 9
g p
Son Diego Area Regional Standard Drowin An changes a revisions therefrom shall be a roved 2. E ui ment and workers for emer enc work shall be
mode available at all times during the DRIVEWAY -1769 CKE5T DKIVE, CARDIFF Plans shall conform to the City of Encinitas Grading Ordinance and all adapted Landscape
and current City of Encinitas Engineering Department Standard Specifications, the San Diego Area p
e9 e9 9s Y 9 pP q P 9 Y Irrigation Standards. Regional Standard Drawings, and the Standard
Specifications for Public Works Construction
by the City Engineer prior to any request for inspection, rainy season (October t to April 15). All necessary materials shall be stockpiled on site
on
October 1 at convenient locations to facilitate rapid construction of temporary devices when LEGAL DESCRIPTION 2. Finish Grading
and Planting shall be accomplished on all slopes prior to October i or immediately Grading shall consist of the construction of all cuts and fills shown
on these plans and
2. The Soils Report entitled "GEOTECHNICAL EVALUATION, 1769 CREST DRIVE, ENCINITAS, CALIFORNIA" rain is imminent. upon completion
of any slopes graded between October 1 and April 15. outlined in the earthwork specifications. All grading details shall be in accordance with
prepared by A.R. Barry and Associates, Inc. dated June 24, 1998 and 'GEOLOGICAL RECONNAISANCE A partial of lot 25 b Block "E" and o Potion of Block
"F" of PALOMARES HEIGHTS, in the City of the City of Encinitas Grading Ordinance.
FOR 1769 CREST DRIVE" dated April 7, 1999 shall be considered as a part of this grading 3. Devises shown on plans shall not be moved or modified without
the approval of the Engineering Encinitas, County of San Diego, State of California, according to Map thereof No. 2114. NOTIFICATIONS LEGEND
ITEM REFERENCE SYMBOL QUANTITY
plan. All grading shall be done in accordance with the recommendations and specifications Inspector.
contained b this repot. APN 262- 032 -12 & 16 1. The existence and location of underground utility pipes and structures
shown on these plans
4. The Contracts shall restore all erosion control devices to waking order to the satisfaction of PROJECT BOUNDARY
3. roval of this plan does not constitute approval of sizes, location and type of drainage facilities, available records.
To the best of our knowledge thjere are no --
APP P app yp ag the City Engineer after each run -off producing rainfall. were obtained by a search of ava
nor or improvements within street right -of -ways. Separate approvals and permits for these shall existing utilities except as
shown on these plans, however EXISTING ELEVATION
be required in conjunction with improvement plans. 5. The contractor shall install additional erosion control measures as may be required by the
City C
The contractor is required to take due recautionar measures to p rotect an existi utilities
Engineer due to an incomplete grading operation or unforeseen circumstances which may arise. vie P Y P Y 9
PROPOSED FINISH ELEVATION
4. Written permission shall be obtained for any off -site grading. Fe Ot� � a structures located at the work site.
It is the contractors responsibility to contact the
6. The Contractor shall be necessary and shall take responsible precautions following owners of said utilities or
structures prior to any excavation, for verification
5.
P Y to P prevent `'� � �'" '' on a EXISTING CONTOUR
y y p required p p properties g p p o r� commencement of work:
The Contractor shill lake an necessary precautions r uired to protect adjacent r Ies Burin trespass onto areas when impounded waters create a hazardous
condition location of utilities and notification of comm
� 4 -- ¢
grading operations. Anything damaged a destroyed shall be replaced or repaired to the condition 2 1 3.
prior to grading. �o > SWALES AND FLOW DIRECTION
existing �Zx
9 P 9 9 7. AlI erosion control measures provided per the approved Grading Plan shall be incorporated hereon. v� ov {{ I
o a. Septic System - County of San Diego Environmental Health Dept (760) 471 -0730
Site
I b. Gas & Electric - San Diego Gas & Electric (800) 422 -4133
7 o PROPOSED CUT SLOPE
6. The developer shall be responsible that any monument or benchmark which is disturbed or 8. Graded areas around the project perimeter must drain
away from the face of slope at the Y ���v 'X <<` am D <v a �, II c. Water -San Dieguito Irrigation District (760) 633 -2709
destroyed shall be re- established and replaced by a Registered Civil Engineer or conclusion of each work day. %�` ;` , gvtmW\
N d. Telephone - Pacific Bell (800) 489 -3441 COMPACTED FILL AREA SOILS ENGINEER 5,000 SO FT
��,
a Licensed Land Surveyor �- ���,���,� . e. Daniels Cable vision (760) 931 -7000
9. All removable protective devices shown shall be in place at the end of each working day when � ,,, ,�1��,
f Underground Service Alert (800) 422 -4133
MASONRY RETAINING WALL STD DWG C -3 445 SO FT
7. The Contractor shall design, construct and maintain all safety devices, including shoring, and the five (5) day rain probability forecast exceeds
forty percent (40 %). Silt and other debris
shill be responsible for conforming to all Local, State and Federal Safety and health standards, shall be removed after each rainfall. ��' 2.
Contractor shall notify the City Engineers Office 48 hours prior to beginning any work on this MASONRY RETAINING WALL DETAIL, SHEET 2 1,550 SO FT
laws and regulations. project. Phone: (760) 633 -2770
10. Should germination of hydroseeded dopes fail to provide effective coverage or graded dopes AC PAVEMENT & BASE
SOILS ENGINEER ?`:'Y' 5,000 SOFT
B. Grading and equipment operating within one half (1/2) mile of a structure for human occupancy (90% coverage) prior to November 15, the slopes shall
be stabilized with punched straw installed VICINITY MAP 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760)
633 -2770,
shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays in accordance with Section 35.023 of the Erosion Sediment
Control Handbook of the State of NO SCALE All work performed without benefit of inspection will be subject to rejection and removal. AC BERM
STD DWG 0-5 300 LF.
and City recognized holidays. California Department of Conservation.
9. No grading operations shall commence until apre- grading meeting has been hold on -site with the
EARTH BERM DETAIL, SHEET 2 0 0 - 100 LF.
following people present: City Inspector, Civil Engineer, Soils Engineer, Grading Contractor and HYDR05EEDING NOTES TYPE
"F" INLET STD DWG D -7
Permittee. The pre - grading meeting shall be scheduled with the City at least 48 hours in advance ENVIRONMENTAL DATA EARTHWORK
by calling (760) 633 -2770 1. Hydroseeding shall be applied to all slopes that are graded 6:1 (horizontal to vertical) or steeper i. Steepest
Existing Natural slope on -site = 60% EXCAVATION - $00 CUBIC YARDS 24" PRECAST PCC INLET OUIKSET D62424 Q
10. Prior to hauling dirt a construction materials to any proposed construction site within this project
1 EA.
when they are: 2. Maximum Vertical Depth of Cut = 10 Feet EXPORT/IMPORT - 0 CUBIC YARDS FILL - 800 CUBIC YARDS
8" PVC STORM DRAIN PIPE SDR35 = _ _ _ _ - 95 L.F.
,
the Developer shall submit to and receive approval from the City Engineer for the proposed haul a. Three feet or more in height in fill areas
3. Maximum Vertical Depth of Fill = 8 Feet
route. The Developer shall comply, with all; conditions and requirements the City Engineer may 4. Average Depth of Cut = 800 C.Y. x 27
/ (.35443560) S.F. = 1.4 feet EROSION CONTROL SANDBAGS OC7CX� 200 EA
impose with regards to the hauling operation. b. Five feet a more in height in cut areas, unless slope is not subject to erosion due 5.
Average Depth of Fill = 800 C.Y. x 27 / (1.514 x 43,560) S.F. = 0.3 feet
11. Upon final completion of the work under the grading permit, but prior to final grading approval to the erosion resistant character of the material
as approved by the City Engineer, HYDROSEED SLOPE T y 1,000 S.F.
and/or final release of security, an As- Graded certification shall be provided stating: "The grading 2. Irrigation shall maintain the moisture level of
the soil at the optimum level for the growth of
performed under Permit No. 5633 -G has been performed in substantial conformance with the the hydroseeded growth. ' / OWNER
CERTIFICATE
approved Grading Plan or as shown on the attached As- Graded Plan'. This statement shall be
followed by the date and signature of the Civil Engineer who certifies such grading operation. 3. Hydroseeding mix shall consist of all of the following:
_Lo 24 _ _ 1 hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise over all
- -
282�0 �3� - - - - - - - - - -
RAPING NOTE5 _ 1. Seed mix shall consist of no less than: i - Lot ` � r 0L r OI s f L _ 17 I grading
activity and advise on the compaction and stability of the site.
0% 2
1. All grading shall be observed and tested by a qualified Sails Engineer or under his/her direction. a. 20 lbs. per acre of Rose Clover
7�Q' 3 "W 11 ' O� __ __ N89 1_W 560.30'
He /She shall observe and test the excavation placement and compaction of fills and back fills b. 20 lbs. per acre of Zero Fescue n
��. JANICE MALOY
and compaction of trenches. He /She shall submit soils reports as required and will determine 713 � For I_at 26, Block 1 �
1769 Crest Drive
APN 262- 032 -12 Par Blook r
the suitability of any fill material. Upon completion of grading operations he /she shall state C. 3 lbs. per acre of E School Cia Colifornica
T11iN ,�„ Cardiff, CA 92007
APN 262 - 032 -16 I�
��
that observations and tests were made by him/her or under his/her supervision and that in d. 41bs. per acre of Archillea Millefilia �
� ti� I
e. 3 lbs. per acre of Alum (Cat of Snow) of s �� AREA SHOWN IN DETAIL ON SHEET 2 (619) 295 -1032
yss rpe
his /her opinion, all embankments and excavations were constructed in accordance with the , �„ � �
approved grading plans and that all embankments and excavations are acceptable for their f. 1/2 lb. per acre of Dimorpholecro 713 I
_ _ S 98'50 ,5 E 657.30' -r- -
intended use. g' i
Items c Y be omitted on locations where the area PPWWIATE ROAD , UTILITIES EASEMENT d,e, and f of
this subsection may DECLARATION OF KE5PON51BLE CHARGE
nr>T
being hydroseeded is not visible from either o public street or residential structures. PROPOSED i6'
it
with i
t b
Item a of this subsection . muse inoculated w a nitrogen fixin bacteria and lie
2. The Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent h °� 9 applied TO BE
GRANTED A I Par-el - J � THE TIME OF SALE OF APN 262 - 032 -16 I hereby declare that I am the Engineer of Work for this project, that I have
exercised
Parcel 2
ponding of water. He /She shall control surface water and avoid damage to adjoining properties dry either by drilling or broadcast before hydroseeding.
r f A 2676 r 032 -46 I Responsible Charge over the Design of this Project as defined in Section 6703 of the Business
i. All seed materials shall be transported to the ' b site in unopened containers with the X62 0 -32 `5 262
� g g le
a to finished work on the site and shall take remedial measures to prevent erosion of freshly � A oP I and
Professions Code, and that the design is consistent with current standards. i
graded areas until such time as permanent drainage and erosion control; measures have been California Department of Food and Agriculture certification tag
attached to or printed I I understand that the check of the project drawings and specifications by the City of Encinitas is
instilled.
on said containers. confined to a review only and does not relieve me, as Engineer of Work of my responsibilities
for
j Non -phyto -toxic wetting agents may be added to the hydroseed slurry at the discretion KEY MAP project design.
3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with of the Contractor.
1 =100'
the Standard ecifications, All CE TI
Sp vegetable matter and objectionable material shall be removed 2. Type 1 mulch applied at the rote of no less than 2000 lbs. per acre. Type
6 mulch (straw) ON
RESOURCE DEVELOPMENT CORPORATION
N. Coast Highway 101, Suite "E"
by the Contractor from the surface upon which the fill is to be placed. Loose fill and alluvial may be substituted, all s part, for hydraulically
applied fiber material. When strove is used,
soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to Encinitas, CA
92024
it must be anchored t
a depth of 6" and then compacted to a minimum of 90 percent. It shall be the Contractors o the slope by mechanically punching no less than 50% of
the straw Edge of Drive PA (760) 942 -1106 Fox (760) 942 -1146 P �o civr� fiti
to place, spread, water and compact the fill in strict accordance with the Specifications
responsibility into the soil BR IAN
3. Fertilizer consistin of Ammonium Ph ate Sulfate, i6 -20 -0, with 15% Sulfur 16.5' -New AC Drivewa Existin AC Drivew0
STRUCTURAL CfCTION NOTE: g - �o DONALD �m
4. Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces g ° Ij de 9 Y
No.2sizs
the rate of 500 lbs. per acre - °- The Structural Section shall be desi ed b a Soils En ineer BRIAN
DONALD, RCE 26175 Date
Construction CA Y 9 * CIVI
on uniform cross sections. The slopes of excavations and embankments shall be shaped, ~ � � at the time of construction
based on R_-Value Testin and a License Expires 3/31/06 N Professional
planted and trimmed as directed by the Engineer of Work and left in a neat and orderly hydroseeded shall be areal prior to h roseedin b . snowo
0o Il aneV r
yd r pep p yd g y 8 8 Traffic Index = 4.5. The Minimum Section shall be 4 AC over
OP Fo i
condition. All stones, roots and other waste matter exposed or excavation a embankment slopes 4 Areas to be h - _ ,
6 Goss II Base. CA�v
which are liable to become loosened shall be removed and disposed of. The toe and top of all 501L5 ENGINEEK'5
CERTIFICATE o Cl
1. Roughening the surface to be anted b an or a combination of: Masonry Retaining W all
slopes shall be rounded b accordance with the Grading Ordinance 9 9 � y Y � A o ���e APE �
F
per Detail Below 6 Max` \��
�e o ar AC Berm per Std Dwg G -5 �e� I, Mark Burwell, a Certified Engineering Geologist m the State of
California, principally doing business in the BRIAN
5. All trees, brush, gross, and other objectionable material shall be collected. piled ar otherwise areas that will not break P using a. Track
walking dopes steeper that 6:1 5 0 . Gv r DONALD
b. Ripping u 2% �` Q� °� 2% \- = �,4,vs00 field of Applied Soils Mechanics f th
, certify that a sampling and study of soils conditions prevalent Q No. 26175
disposed of off the site by the Contractor so as to leave the areas that have been cleared 9 item a above �- E Orvwy 1 +75
to 3+25 within this site was mode by me or under my direction on April 5, 1999. One complete copy of the * CIVIL
_ �' Professional
with a neat and finished appearance free from unsightly debris Approval of location of debris Bottom of Wall Elev w - - - - - - - _
_ = Soils Report compiled from this study, together with my recommendations, has been submitted to the 'P
9 Y g P disposal 2. Conditioning the soils so that it is suitable for planting by. Shown onPloo Office
of the City g e
fill shall be secured from the Soils Engineer and City Engineer prior to the di osal of on = FS ®C - I' y
En ineer. Furthermore, I have reviewed these Grading Plans and certify that the F o
AC Pavement and Base g Y of CALVE
such material. Masonry Retaining Wall per Structural Section Note v sti�9�%' such
included in the Soils Report for this project have been incorporated in the Grading
a. Adjusting the surface soil moisture to provide a damp but not saturated seed bed per Standard pwg C -4 -4 Max
0 Plans and Specifications.
COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT b. The addition of sail amendments, PH adjustment, leaching or covering saline soils Ex
ist Drvwy 0 +25 to 1+ ILrT
to provide viable conditions for growth C = _ _ _ - _ ��$ �¢' KEV151ON NOTE Signed:
BRiAN THIS SHEET COMPLETELY REPLACES THE PREVIOUSLY APPROVED MARK BURWELL, CEG 2109 Date Lase AN Pes 3/31/0
DONALD - 26175
5. Hydroseeded areas shall be maintained to; provide a vigorous growth until the project is w DONALD SHEET 2 TO MAKE
THE PLANS MORE CLEAR AND TO ELIMINATE
2 D
permanently landscaped or, for No. 6175 areas where hydroseeding is the permanent landscaping, until TYPICAL SECTION
- DRIVEWAY * CIVIL CONFUSION FROM PREVIOUSLY APPROVED REVISION No 1. FOR License Expires 3/31/04 ENED BY:
Lj
REW
NAME DATE NAME DATE the project is completed and all security released.
Approval Expires 2 Years after Date Signed NO SCALE 0 Professional \ P REFERENCE, SEE THE ORIGINAL PLANS OF FILE WITH THE
CITY ENGINEE * ; I w co.�s se>: svvc'+ =T v S I ,...u.T� s
REVISIONS #MVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS ARE DEPARTMENT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
Raise Grades County of San Diego Benchmark No. 0042", located PLANS PREPARED UNDER SUPERVISION CE RECOMMENDED VED GRADING
PLAN FOR
Add Sly Cur APPRO
P L Ret Wall Chiseled square, W end of NW Conc Curb Return, Lake ;
Eliminate Cut Slope Drive and Birmingham Drive. Record from County of "oAe N/A o "rE err: eve G' pIY�WAY
- 1769 CHEST D�IY�, CA�DI�� 5633 "G
Eliminate
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