1999-6033 G (Plans) 1
GENERAL NOTES GRADING NOTES SPECIAL NOTES WORK TO BE DONE
1. All work shall be done in accordance with these plans, the standard 1. All grading shall be observed and tested by a qualified sons engineer
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTiON TO THE CONTRACTOR BY THE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DO
specifications for public works' construction, the design construction or under his /her direction. He /She shall observe and test the ENGINEER
OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT ACCORDING TO THESE PLANS AND SPECIFICATIONS AND STANDARD
standards of the City of Encinitas and the San Diego area regional excavation placement and compaction of fills and back 'fills and CONSTITUTE
APPROVAL OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR DRAWINGS OF THE CITY OF SAN DIEGO.
standard drawings. Any changes or revisions therefrom shall be compaction of trenches. He /She shall submit soils reports as required '
approved by the City Engineer prior to any request for inspection. and will determine the suitability of any fill material. Upon completion 1.
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESPECTIVE UTILITY STANDARD SPECIFICATIONS
of grading operations he /she shall state that observations and tests COMPANIES PRIOR TO GRADING OR TRENCHING.
2. The soils report titled BRANDELL RESIDENCE GEOTECHNICAL REPORT 1) STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
prepared b AD -TECH ENGINEERING dated shall be were made by him /her or under his /her supervision and that in 2. THE EXISTENCE
AND LOCATION OF UNDERGROUND UTY PIPES CONDUITS AND P re P Y ILIT (1997 ED.) iNCLUOlNG THE REGIONAL
AND CITY OF SAN DIEGO
considered as a part of this grading plan. All grading shall be done in his /her opinion, all embankments and excavations were constructed in
STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY SEARCH OF AVAILABLE
accordance with the recommendations and specifications contained in accordance with the approved grading plans and that all
SUPPLEMENT AMMENDMENTS, DOCUMENT NO. 769331, FILED MAY 2, 1997
P embankments and excavations are acceptable for their intended use. RECORDS. CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES
PRIOR TO
said report. START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF WORK OF ANY CONFLICTS. 2) 1992 STANDARD SPECIAL
PROVISIONS STREET LIGHTING AND TRAFFIC ,
3. Approval of this plan does not constitute approval of sizes, location 2. The contractor shall property grade all excavated surfaces to provide
'CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES. SIGNAL SYSTEMS OF THE CITY OF SAN DIEGO, DOCUMENT NO. 769814.
and type of drainage facilities, nor of improvements within street Positive drainage and prevent ponding of water. He /she shall control
FILED OCTOBER 21, 1993.
right -of -ways. Separate approvals and permits for these shall be surface water and avoid damage to adjoining Properties or to finished 3.
CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS
required in conjunction with improvement plans. work on the site and shall take remedial measures to prevent erosion WITH IMPROVEMENTS
EQUAL TO THOSE REMOVED. 3) CALIFORNIA DEPARTMENT OF TRANSPORTATION, MANUAL OF
of freshly graded areas until such time as permanent drainage and TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE
WORK ZONES",
4. Written permission shall be obtained for any off -site grading. erosion control measures have been installed. 4. THE CONTRACTOR
SHALL OBTAIN A TRAFFIC CONTROL PERMIT FROM THE (1990 ED.) DOCUMENT NO. 769744, FILED NOVEMBER 7, 1990.
TRAFFIC CONTROL PLAN CHECK COUNTER (619.533.3946), LAND DEVELOPMENT r
prepared 5. Contractor shall take any necessary precautions required to protect re
3. All areas to be filled shall be to be filled and fill shall be REVIEW DIVISION, 3RD FLOOR DEVELOPMENT SERVICES CENTER,
1222 STANDARD DRAWINGS
adjacent adj properties during grading operations. An damaged or placed in accordance with standard specifications. All vegetable FIRST
AVENUE SAN DIEGO A MIN. OF (2) WORKING DAYS (5 DAYS FOR STREET
� P P g g g P Anything g shall the contractor 1. CITY OF SAN DIEGO STANDARD DRAWINGS, DOCUMENT
N0. 769332,
destroyed shall be replaced or repaired to condition existing prior to from the surface upon which the fill matter and objectionable material
shall be removed b to be placed. Loose fill and CLOSURES) PRIOR TO STARTING WORK WITHIN THE PUBLIC RIGHT -OF -WAY. FILED MAY 2, 1997.
'
grading.
alluvial soils shall be removed to suitable firm natural ground. The 5. THIS PROJECT PROPOSED TO EXPORT 170 C.Y. OF MATERIAL
FROM THE PROJECT
6. The developer shall be responsible that an monument or bench mark exposed soils shall be scarified to a depth of 6" and then compacted
LEGEND
p p y SITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED INTO A LEGAL DISPOSAL SITE.
which is disturbed or destroyed shall be re- established and replaced to a minimum of 90 percent. It shall be the contractor's THE APPROVAL
OF THiS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF
by a registered civil engineer or a licensed land surveyor. responsibility to place, spread, water and compact the fill in strict THE
MATERIAL. ALL SUCH EFFORTS REQUIRE A SEPARATE CONDITIONAL USE PERMIT. ITEM 5YMBOL
accordance with specifications.
7. The contractor shall design, construct and maintain all safety devices, PROPERTY LINE - - - - - - - - -
- - - - -------- - - - - --
including shoring, and shall be responsible for conforming to all local, 4. Cut and fill slopes shall be cut and trimmed to finish grade to
SOILS ENGINEER'S CERTIFICATE
state and federal safety and health standards, laws and regulations. produce smooth surfaces and uniform cross sections. The slopes of
EXISTING CONTOURS - - - - - - - - - - - - - 50
excavations and embankments shall be shaped, planted and trimmed I a registered civil engineer in the State of
8. Grading and equipment operating within one -half (1/2) mile of a as directed by the engineer of work and left in a neat and orderly California,
principally doing business in the field of applied soil PROPOSED CONTOURS ------- - - - - -- 50
condition. All stones, roots and other waste matter exposed or mechanics, hereby certi that a sa and stud
structure for human occupancy shall not be conducted between the P Y Y P 9 Y of the soil
hours of 5:30 p.m. and 7:30 a.m. nor on Saturdays, Sundays and excavation or embankment slopes which -are liable to become loosened conditions
prevalent within this site was made by me or under my FINISHED FLOOR ELEVATION - - - - - - - - - - - - - FF. 50.00
City recognized holidays. shall be removed and disposed of. The toe and top of all slopes shall direction between the dates
and One complete
be rounded in accordance with the Grading Ordinance. copy of the soils report compiled form this study, with my
FINISHED PAD ELEVATION ------- - - - - -- PAD 50.00
9. No grading operations shall commence until a pregrading meeting has recommendations, has been submitted to the office
of the City
been held onsite with the following people present: City Inspector,
5. All trees, brush, grass, and other objectionable material shall be Engineer. Furthermore, I have reviewed these
grading plans and CUT SLOPE (2 : 1 MAX.)---------- -
Civil Engineer, Soils Engineer, Grading Contractor and Permittee. The collected, piled or otherwise disposed of off the site by the certify
that the recommendations included in the soils report for this
pre grade meeting shall be scheduled with the City at least 48 hours contractor so as to leave the areas that have been cleared with a project
have been incorporated in the grading plans and Q R fS ,9 DIRECTION OF DRAINAGE
in advance by calling (760) 633 -2770. neat and finished appearance free from unsightly debris. Approval of specifications.4�QZ� p
location of debris fill shall be secured from the soils engineer and z• � NDS 1200 DRAIN BOX - (PVT.) -----
- - - - --
34 -6
C
• it Engineer prior to the disposal of an such material. SIGNED: RCE NO.: EXP. DATE: too, ,
10. Prior to hauling dirt or construction materials to any proposed Y 9 P P Y �JOU 03 OP. STORM DRAIN
PIPE - 6' DIA. TYP. (PVT.)
construction site within this project the developer shall submit to and Clot
receive approval from the City Engineer for the proposed haul route. `IFOf CA�aj CONCRETE '
p compl q EROSION CONTROL OWNERS CERTIFICATE ---------------
The developer shall coin I with all conditions and re q uirements the -�•-'
City Engineer may impose with regards to the hauling operation. I We Hereby declare that a registered soils en ineer
or geolog CONCRETE ENCROACHING AN EASEMENT ------- -; =tii
1. In case emergency work is required, contact ( ) Y g g g g
hone
at /&t SeANDEG. _ has been or will be retained to supervise over all grading activity and
11. Upon final completion of the work under the grading permit but prior (P No. ) �� ����� advise on the compaction and
stability of the site. 1JMITS OF GRADING ------ - - - - --
to final grading approval and /or final release of security, an '
2. Equipment and workers for emergency work shall be made available at SANDBAGS -------- - - - - --
as- graded certification shall be provided stating: "The grading under -
all times during the rainy season. All necessary materials shall be
Permit No. 6033 -G has been performed in substantial conformance SIGNATURE DAT • • • •
stockpiled on site at convenient locations to facilitate rapid - o HYDROSEED -------- - - - - -- • •
• • •
with the approved grading plan or as shown on the attached Z} 1 l • • • • • • • • •
• • • • •
as- graded plan ". This statement shall be followed by the date and construction of temporary devices when rain is imminent.
signature of the Civil Engineer who certifies such grading operation. 3. Devices shown on plans shall not be moved or modified without the OWNER
ABBREVIATIONS
approval of the Engineering Inspector.
NOTIFICATIONS M EL BRANDEL & SHERi FRiEDMAN TOP OF WALL TW.
1. The existence and location of underground utility pipes and structures 4. The contractor shall restore all erosion control devices to working
BOTTOM OF WALT BW EARTHWORK QUANTITIES
shown on these plans were obtained by a search of available records. order to the satisfaction of the City Engineer after each run -off
ASS ESSORS PARCEL NUMBER INVERT ELEVATION I.E. MAX. HEIGHT OF FILL SLOPE = 5' -0'
To the best of our knowledge there are no existing utilities except as producing rainfall. FLOWLINE ELEVATION FL
shown on these plans, however: 264- 222 -02 (CENTER OF BOX) MAX HEIGHT OF CUT SLOPE = 5' -0' _
5. The contractor shall install additionoi erosion control measures as LEFT LT. TOTAL AMOUNT OF SiTE
GRADED = 62,000 S.F. 71% SiTE
may be required by the City Engineer due to an incompleted grading
The contractor is required to take due precautionary measures to tior unforeseen circumstances which may arise BENCHMARK RIGHT
RT. AMOUNT OF SITE WITH 25% SLOPES OR GREATER: 0
operation o y .
protect any existing utilities or structures located at the work FOUND 1/2" IRON IRON PIN AT SOUTHEAST PROPERTY CORNER. FINISHED
GRADE FG. AMOUNT OF SiTE WITHIN HILLSIDE REVIEW AREA = N/A site. It is the contractor's responsibility to contact the following
FINISHED SURFACE FS. EMBANKMENT = 0 C.Y.
., 6. The contractor shall be responsible and shall take necessary ASSUMED BENCH MARK CAD 388.53
owners of said utilities or structures prior to any excavation, for precautions to prevent public trespass onto areas when impounded
GRADE BREAK GB. CUT = 22 CY.
verification and location of utilities and notification of HIGH POINT HP.
commencement of work: waters create a hazardous condition - TOPOGRAPHY � TOP OF CURB TC. COMPACTION LOSS
45 CY.
c FILL = 487 CY.
7. All erosion control measures provided per the approved grading Ian TOPOGRAPHIC SURVEY PREPARED BY. K&S ENGINEERING, R.C.E.,
MAY 13, 1998 TOP OF GRATE TG. iMPORT/EXP. = 465 CY.
a. Sewer - DUDEK & ASSOC. (760)942 -5147 contact: MELEAH ASHFORD P P PP 9 9 P
b. Gas & Electric - SDG &E (760)480 -7691 contact: JOHN ACUNA shall be incorporated hereon. TOP OF PAVING TP.
c. Water - OMWD (760)753 -6466 contact: GEORGE BRIEST LEGAL DESCRIPTION
d. Telephone - PAC -BELL (800)310 -2355 8. Graded areas around the project perimeter must drain away from the
e. Cable TV - COX COMMUNICATIONS (760)599 -6060 face of slope at the conclusion of each work day. LOT 4 OF RANCHO LAS ENCINITAS,
CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
2. Contractor shall notify the City Engineer's office 48 hours prior to 9. Al! removable protective devices shown shall be in place at the
end
beginning any work on this project. Phone: (760) 633 -2770. of each working day when the five (5) day rain probability forecast S ITE ADDRESS
DOn nea
exceeds forty percent (40%). Silt and other debris shall b removed
3. The contractor shall give 24 hours notice on calls for inspection. after each rainfall. 3122 DUSTY TRAIL, ENCINITAS
n
Phone: 760 633 -2770. All work performed without benefit of ` R
inspection will be subject to rejection and removal. 10. Should germination of hydroseeded slopes fail to provide effective DECLARATION
OF RESPONSIBLE CHARGE
coverage of graded slopes (90% coverage) prior to November 15, the
slopes shall be stabilized with punched straw installed in accordance I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I w � �'°� SITE
with Section 35 -023 of the Erosion and Sediment control Handbook HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
AS DEFINED IN
of the state of California Department of Conservation. SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
LOPE
CONSISTENT WITH CURRENT STANDARDS.
Z a
1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY
issip OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER
OF WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN.
• -� Cat• b, . ENCIWAS 2O LEVAM
OUVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT LEUCADIA COUNTY WATER DISTRICT 1qV 0 ' OHAMAD ZIAD BAYASI, .E. 46500
at
NORTH
{ K Civic �` REGISTRATION EXPIRES: 06/03 t
aF C /' �
T H ENGINEERING iNC.
VICINITY MA r A D EC
. 23. eY: 9/24119? BY ' q Z3 q7 _ NOT TO SCALE
DATE DATE Cc c.► Zz�t,.- �-r"b�. DATE 8680 NAVAJO ROAD, STE. 218, SAN DIEGO, CA 92119 (619) 589
REVISIONS APPROVED DATE REFVRENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT S I n u eR�no WW e�,r�a APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
FOUND 1/2 IRON IRON PIN PLANS PREPARED UNDER SUPERVISION OF REC DE APR VE GRADING PLAN FOR
AT SOUTHEAST PROPERTY HoRrz+oNT�L ,. DATE : �s/2 99 By. BRANDEL�FRIEDMAN RESIDENCE 6033 --G
CORNER. ASSUMED BENCH 'cam R.C. No.: 4�;- LOT 4 OF RANCHO LAS ENCINITAS, ENCINITAS, CA
MARK ®388.53' VERTi DA ZIAO BAYASI DATE: ' �• DAZE:
E)(P. 06193 WORK PROJECT NO. .SHEET 1 OF 3 k .
4 _
{
LOT 6 RA 0 LAS ENt�8 0Q� TAS
W 24 _ _ — ................. — — — — I
/ Lim' of Rock Pile j
it F
sting Rock it I
CO , _ To R ain 1
20 C.Y. T /20 C.Y. FILL
FIN. PAD EIEV. 9.00 I
FIN. FLOOR ELE . 389.67 I
L' off R k Pile --- I •
/ 3 1
♦ Qv I
I 6
FIN. PAD . 388.83 I
FIN. FLOOR EID. 389.50
• � ( j 94 t3
3,100 S.F. GR AREA AT GUEST HOUSE SLOPE 0.047
EXrSTENT EASEMENTS �♦ 5,200 S.F. ADED AREA AT MAIN HOUSE
1,100 . GRADED AREA AT GARAGE t
F
10 EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF OLIVENHAIN • ! 1
MUNICIPAL WATER DISTRICT PER FILE NO. 78- 489986 REC. 11- 13 -78. ♦ M
EASEMENT FOR A PIPELINE OR PIPELINES FOR ANY AND ALL PURPOSES IN FAVOR OF LOT 4 RANCHO LAS ENCH ♦ N. 0.6 •
: ' ' � a j ^\
O OLIVEHAIN MUNICIPAL WATER DISTRICT PER FILE NO. 78- 489991 REC. 11- 13 -78.
O / • • `gyp �� ' I
3 EASEMENT AND RIGHT -OF -WAY FOR INGRESS AND EGRESS • .
� ROAD AND UTILITY �'♦ °�'' ASPHALT D#�IV�WAY : w a I
PURPOSES GRANTED TO G. DANIELS PATRICIA DANIELS PER FILE NO. 1994- 0376254 N• V. 9.
' • ,. �
REC. 6- 10 -94. 3► • .
• N
4 I
EASEMENT AND RIGHT -OF -WAY FOR PUBLIC WATERLINE PURPOSES IN FAVOR OF ♦ ••
� � I
.`�
THE LEUCADIA COUNTY WATER DISTRICT PER FILE NO. 85- 092263 REC. 3- 19 -85. h
Q FS 389.6
b I
PRIVATE ROAD EASEMENT PER DOC. NO. 79- 121220 REC. 3- 26 -79. ry, -
CIO ♦
:. • • . I - -___�_
® EASEMENT IN FAVOR OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT PER FILE NO. '
273620 REC. 11- 27 -71. FS = 389.4 +
�.� FIN. PAD ELEV. 394.25 �; • • � 3 I .
O7 EASEMENT FOR WATER PIPELINE PURPOSES IN FAVOR OF KENNETH L LIBERTY 11 - �°' FIN FLOOR ELEV. 390.92 `
I
PER FILE NO. 304347 REC. 12- 30 -71. • �_
' Q EASEMENT AND RIGHT -OF -WAY FOR INGRESS AND EGRESS, ROAD AND UTILITY / �� • r; • I
PURPOSES FOR THE USE AND BENEFIT OF THE PRESENT AND FUTURE OWNER ` _ FIN PAD 90. 25 1
OF PARCELS 1 THRU 4 INCLUSIVE OF PM 15614 FILE NO. 89- 148939 REC. 3- 23 -89. ♦ �_- FIN. FL . 390.92
FS = 390.0 • ' 3: SLOPE 0.019 0 ,p •.
♦ 390 �: ��.• �s• � I
NON— PLOTTABLE EASEMENTS
•:
Q EASEMENT FOR UTILITY PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC ♦ �� .: • ' SLOPE 0 .049 j
PER FILE NO. 89- 305578 REC. 6 -9 -89. ♦ o pt' _
389.0
� 400 C.Y. FILL • � ' ^ •
• �AgPHALT .DRMIN Y
EXISTING SLOPE i SLOPE 0.019 ' • . ,�;' o
TO REMAIN 39 0 6 . •.. °' Q. I
SLOP 0.039 �• • 4 '
♦ _ _ _ - - -, . •, �, •. • . FS = 390.4 I.
3 - - - -- - -- -- - t__ - - -- T + 'y QONCRETE D VEWY.
--�� •' ',.- 3�" - - y �' i SLOPE 0.039
�\\ Q �t• Q, • t • 0'p3y . , 3g1 . . • , Cry' : �� • • I .
' t 390
gvm •. 1 I
♦ ; • . • • �gv I
_ _ _ _ _ • �SPiA�T �3Rl WAY' FS = 390.2 FS = 390.0 F • : • ' I
- SLOPE 0.029 22 C.Y. FILL _ - - -- - - - - I FS =388.8
_- - __ -- ' ♦:�` ;'` I SLOPE 0.019 `- ____ =__ -____ _ o -- 0
wmh ° water vent
- SEWER
srgh '45' E 4 31 _ ,
-
_ � 82! o
- N 86
r r ' EXIST
SLOPE 0.059
F. 8" WATER IME - +----- _ - _ _ - -- - •
_ _
ry - ,r, - ___ ___ gi
s
- - -- `-� _ - - -- r - -
w 9v �- , ,. - - -
EXIST`8"wWAT'ERLINE _, — w c _ _ - __ _ _ _ _ _ LCWD SEWER "DEAD END' (CLEANOUT)
- w `�` - _ - _ w PER STANDARD DRAWING S -9 PARCEL-1 PM 13286
- Existing Asphalt Pa "emen t I I
Q i LCWD LATERAL CONNECTION PER
< I STANDARD DRAWING S -9 0
- -- - - - - - -- J - ~ TRAIL FS = 392.6 p 5' -0" MIN. FROM PROPERTY LINE
DUSTY I I 18' -0" VIDE ASPHALT DRIVE TO ASPHALT DIKE. SCALE: 11* = 20'
EXISTING
I
-- --- 1 AREA OF ENCROACHMENT PER LCWD PERMIT #99 -02 0 10' 20' 40'
I AND O MWD PERMIT #213 GRAPHIC SCALE IN FEET
ASPHALT DIKE DRIVEWAY ►
CONNECTION PER SAN DIEGO �� Y Q
PARCEL 1
PM 8275 REGIONAL STANDARDS DRAWING 1 5 I
G -5 TYPE E 20' 20
5 NOTE: I I
8 EXISTING FACILITIES SCREENED BACK W
FOR CLARITY IN THIS AREA
y
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE �oEESS�o,N\ n Y APPROVALS CITY OF E N C I
N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS
PLANS PREPARED UNDER SUPERVISION OF RECOM NDED AP ROVED GRADING PLAN FOR:
FOUND 1/2 IRON IRON PIN
�' -o' o�, D ATE 0612 8/99 BRANDEL/FRIEDMAN RESIDENCE 6033 -G
AT SOUTHEAST PROPERTY HORIZONTAL +Ho` * �Ol S 8Y 8Y:
C ORNER. ASSUMED BENCH -0 i �$ - 93 �Q � R.C.E. NO.: ��_ � LOT 4 OF RANCHO LAS ENCiNITAS, ENCINITAS.
CA
20
MARK @ 388.53 VERTICAL- ' CIV o �� ZIAD BAYASI DATE 2l p OATS:
I F CA��E EXP. 06a3 WORK PROJECT NO. SHE ET 2 OF 3
TEMPORARY EROSION CONTROL .EROSION CONTROL NOTES
PLANTING AND IRRIGATION L IN CASE er1ErSENCY NOW IS REQUIIRFD,C.ONTACr CORDON 0044 AT
- rbo- e l5 -2mI2
CKT
ALL PERMANENr AND FEr1PrwARr ffieoSION CONTROL PLANTMG AND �sAYICN SMALL BE LOT 8 RA 0 LAS 1 EN AS
Limit of Ro Pile
INSTALLED AND MAINTAINED AS REQUIRED PER THE FOLLOWING SPECIFICATIONS. 2. EQUIPMENT AND WORKERS FOR V1151 WORK SHALL BE MADE A AT ALL
TIMES DUMPING rWE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. ` 980021 1 1
A. H1DR!Or3EEDiFlG SHALL EE APPLIED M
L ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERVCALIOR STEEPER
WHEN tf•IEr ARE: 3. DEVICES SWG1•!J ON PLANS SHALL NOT !� MOVED OR MODIFIED WI1T -IOUT Ti�E APPRt7VA1
OF THE ENGINEERING INR'3PECTOR. 3CfS B
a. THREE FEET OR MO IN HEIGH W
T AND ADJACENT TO A PUBLIC ALL OR = O.
RE 1 1
I : t
STREET. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION C40NTMM DEVICES tO WOFOCIG ORDER B a 3
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. TO THE REIN -OFF E SATISFACTION OF THE CITY ENGINEER AFTER EACH PRODUCING
3
2. AREAS GRADED FLATTER THAN b:1 WHEN ANY OF THE FOLLCNW -x CONDITIONS RAINFALL. 3 » » Rock Pile
EXIST: 5 THE CONTRACTOR SHALL HALL INSTALL ADDITIONAL EI�t�SION CONTROL MEASLAWS AS MAY BE
a. NOT SCiaEDULED FOR TS(GON5ITBUCrION OR CsENER,4L RE(2UHRED Or TWE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. j#4;OR - CIRCUMSTANCES WHICH MAY ARISE.
L7. IDENTIFIED Br THE PARKS AND RECREATION DIRECTOR AS HICsr -ILY
FN. PAD -M 1
VISIBLE TO THE PUBLIC.
c NAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER 6. TUNE CONTRAC SHALL BE IQESFt�NSiBLE AND SHALL CAKE NECESSARY PRECAUTIONS t0
THAT WARRANTS IMMEDIATE TREATMENT. PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CRATE A
HAZARDOUS CONDITION. ! 1
B
AREAS SHALL BE IRRIGATED M ACCORDANCE WITH THE FOLLOWING ?- ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL C'� 3
CRITERIA: 1 1
1. ALL SLOP'E'S TWAT ARE GRADED &.I OR STEEPER AND THAT ARE: BE INCORPORATED HEREON. I '
Limit o Rock Pi
a. TF1RE t0 EJ54IT FEET IN NEIGHt SHALL B HA
E JRRIGATED BY ND
�� 9v { {
WATERINCs FROM ajICK COUPLERS/NOSE BIBS OR A CONVENTIONAL SYSTEM 8. GRADED AREAS AROUND THE PROJECT F"ERiMETER MUST DRAM AWAY FROM THE FACE OF
"�� I {
OF LOW PRECIPITATION 5PRK ER HEADS PROVIDING 100% COVERAGE. SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
b G
. REATER THAN 8 FEET IN HEIG HT SHALL BE WATERED BY A CONVENTION- \ 1
AL S OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING f00% �O- M' r ® 1�� i
COVERAGE. 9. ALL REMOVABLE PROTECTIVE DEVICES SFIOI^IV SHALL DE M PLACE At TUNE END OF EACH \
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY I
PERCENT (406). SILT AND OCHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
2. AREAS SLOPED LESS THAN 0:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGRATE. �� <_.
_ < I iA
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITr ENGINEER. THE r < < ! {
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF II. SHOULD GERMINAT70N OF HlDRosEEDED SLOPES FAIL TO P14t7VIDE EFFECTIVE COVERAGE 'rte
_ <-- <— <-- A I { 94 t3
THE ELEMENTS OF THE PROPOSED SYSTEM. OF GRADED SLOPES (906 COVERAGE) PRIOR TO NOVEMBER 5, THE SLOPES SHALL BE ( I
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF "D " = 6" A `� t 3 I i
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF TUNE SOIL AT THE THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, 3
OPTIMU"1 LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. STATE OF CALIFORNIA-
{ i
I G 9YT7ROSEEDING MIX SHALL CON515r OF ALL OF THE FOLLOWING: \ `
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
I. 20 lbs. PER ACRE OF ROSE CLOVER Y\ • • 1 ,
b. 20 Nos. PER ACRE OF ZORRO FESCUE �� � • ' • . a: I J !
3 bs. PER ACRE OF E SCHOOL CIA CALIFOWICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA • {
f. 3 Ibs. PER ACRE OF ALYSSUM (CARPET OF SNOW) • ' • • .. ( {
r. !/? b. PER ACRE OF DIMORPHOLECA �\ •• Z ! 3 • {
{ g. ITEMS cds, AND r OF THIS SUBSECTION MAY BE OMITTED ON A
• • • .• : • ...
LOCATIONS WR NE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM �� \ r • ; 2 CU
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
3 AS4IALT DRt IEtNAX
h ITEM .& OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN O ^• I d {
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR • '
BROADCASTING BEFORE HYDROSEEDING. = 3 \
1. ALL SEED MATERIALS SHALL BE TRANSPORTED t0 TILE JOBSITE IN � a r � :• ,• + ': •. (``
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD fry
AND AGRICUL CERTIFICATION TA ATTAHED TO, OR PRINTED ON .� + t � • ' • . '
TAG ATTACHED
~
SAID CONTAINERS.
f. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE NYDROSEED O r � W !
SLURRY AT TWE DISCRETION OF THE CONTRACTOR. '
p B = 1
2. TYPE MU i L04 APPL I ED AT THE RATE OF NO LESS THAN 2000 111,9 PER ACRE. �l 3 ' .•
T YPE b " JLCl4 (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR _
ANCHORED DUNE SLOPE BY MECHANIC HPUNC IW_X NO LESS THAN 54M OF o� •f 1 TSE
FIN. PAD UV. 390.25
TUNE STRAW INTO THE SOIL. FN. FLOOR M. 390.92 I
.•
S. MR71 IZER GON5I5TMG OF AI"ZNkM PHOSPHATE SULFATE, I6 -20 -0, WITH { !
15% SULPI -VR APPLIED AT THE RATE OF 500 Ibs. PER ACRE. r • r { I
AREAS TO BE HYDROSEEDED SMALL BE PREPARED PRIOR TO HYDROSEEDING BY:
D FN. PAD .25 , • I {
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: RN. FL OOD- 390.92 I ! {
a. TRACK WALKING SLOPES STEEPER THAN 6:1 » » »
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE D _6 3 � �> --> •�� %.S.- { !
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. r.
AT IT I SU ITABLE FOR PLANTING B ' p� • ' •'l _ ,
2. CONDIt10NING THE SOILS SO TW S SU r .. _ ; � �, � •. 1 I {'
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT — <— < <— <— <— ♦ ' •�4.7`
SATURATED SEED BED.
b. THE ADDI OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR • +
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. A " . • •� .• ,� .• • I {
E. NYVIROSEEVED AREAS SHALL BE MAINTAINED TO PROVIDE A V IGOROU5 GROWTH UNTIL , "• •• • '� / • ° _ •
( I
THE PROJECT IS PER"'IANENTLY LANDSCAPED OR FOR AREAS WHERE N'rDROSEEDINCs IS • ;AS`PEIALT'dRiVEWAY •• . '� , �� , .
I i
THE PER' IANENT LANDSCAPING, UNTIL THE PROJECT 15 COMPLETED AND ALL BONDS / s
RELEASED.
-• • ••• ! • • e •• • • • • {
A.
* A ��
,, - gSPHAET 'ir' 1 1. - -- -- • Ap
— . .
- . • - - 390 � ! • •. { !
i `� . • .
1 lam! o" A
--- -- - -- - - - --- ' AVKLT 3
____— ______-------- - - - - -- I ��; - - :. _ --j __--- - - - - -- wmh 0 water vent
EXIS1. 8" V SEWER` J ----- - - - - -- • E 376.82' 0 M
__ - -- -' -- snih H 8fi 4555 3
__ -------------- - - - - -- - . ' I EXIST. 8" WATERLIN _ - - - -_ ------ - - - - --
__ -- _- - - -- P t Post ------- - - - - --
- �' - A -/ _ � --- -` - - -- -r 286 i
g" WATERLINE ---- '---- - -_ - -- 9v Existing Asphalt P ovemer_ - -- PARCEL 1 PM 13
EXIST---------------- - - - - -- __ --------- - - ---- - -- r r Q
_ ----- ------------------------- -` - - -- - -- _- _ -___- o
— ____ __...___--- --- -"--- ``---- - - - - -- I I SAND BAGS OVERLAP
----- ___ - -- Q I 20 0 20 40
___ _ --------- - - - - -- TRAIL I -
DUST U Scale: 1" = 20'
I I
•------ —____ ----- -- -_"_ - - - - - -- \` ' ; 6 LTH 5r106'M 2 LAYERS
- - - - -- \ I S i ��,b OF SAND BAGS
__— _--- -` -- -- r
`___________ __ I SYMBOL LEGEND
I RUN FF UNLESS OTHERWISE SYMBOL
1
P M 8275 1 I i 0 �' DE SC'R IP T ION
FLOW LINE NOTED
I I ELEVATION, FINISH SURFACE
I � j b' VARIES OR AS SFK�N � �'������ %��,�� %��'��,� � �)
- - OX/ `x <llx �<,y ELEVATION, FINISH GRADE F G
I � 1= III -1 I I III = -1 I I — III I I III =1 I I - I I I -1 I I =1 I
GAP BETWEEN BAGS ���`�'
I III = III -111 _III - III —II -- III - 111 - =11l =ill 111 =1J ELEVATION, TOP OF GRATE
TG
11=11 ACTS AS SPILLWAY THREE LAYERS OF SAND BAGS
III — III= IIhIIIi= - 1— 11 1i+ - I++_ +� + — +++ WITH ENDS OVERLAPPED ELEVATION, FLOW LINE F L
-', ELEVATION, ,
MINIMUM SLOPE IS 27: FLOW LINE NIGH POINT--HP
:f ` �¢Ay LIFS��F�� UNLINED SWALE SANDBAGS PER DETAILS
I A SAND BAG CHECK DAM C SAND BAG BARRIER
t ` c �n NOT TO SCALE B NOT l l0 SCALE NOT TO SCALE ETAIL LABEL
3 _ . DETAIL REFERENC A
• 3 HEET NO.
�yr Gp ,,FO�
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
APPROVALS C1 TY OF E N C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO.
PL N PREP ED UNDER SUPERVISION OF REC NDED AP OVED EROSION CONTROL. PLAN FOR:
DATE : Q8,�24/99 BRANDEL /F RESIDENCE 6033 -G
HOR ONTAL 8Y: 8Y:
R.C.E. NO.• 230$4_._ LOT 4 OF RANCHO LAS ENCINITAS, ENCIN17AS, CA
VERTICAL GAR PSKA DATE: 2� DATE: 1 '
EXP. t2 3i fot WORK PROJECT N0. SHEET 3 OF 3 $,