HomeMy WebLinkAboutTract Map 11087-2 Lot 23 Precise Grading ACE. A'
A (P)RES. GRADING NO S#,p EROSION AND SEDIMENT CONTROL NO S
-411 4011 ---NNW TW78.5 FF 1179.6 1.All grading and related activities shall conform to the Grading, 1. Information on this plan is for erosion and sediment controls only. These notes are
6 11 R 117 RANC Erosion&Sediment Control Ordinance No.04-04,and if applicable, comprehensive and should be applied according to the site-specif ic conditions for each
x6"-W 1.4 x W 1.4 (1190) (1180) .%dr individual project. The Discharger is responsible for the installation and maintenance of a
W.M. ....... CALIFORNIA LOT 23 OF TRACT NO. 1 1087- 2 to the State Water Resources Control Board NPOES General Permit combination of erosion and sediment controls by October Ist of each year for all applicable
.(P) XISTING -4 for Construction Activities.
FL 78.3 soil-disturbing activities(clearing,grading, excavating)and on all exposed slopes
GARAGE GRADE 30277 V1 A BRISA
:%o (1180) (1170) throughout the entire site. The Discharger is also responsible for any discharges from
subcontractors.
X 15 TI N G
2. Building pad and draina e swale slo es shall be a minimum of I
FF 791,10/ Drainage swales shall be a minimum of 0.2' deep and be constructed a
TW 80.0 CI TY OF TEMECULA CALIFORNIA
FL 71360
minimum of 2' away f rom the top of graded slopes. Finish grade shall
BW 78.0 GRADE
A PIP-0 .I.,
611 _ w - ,W 0 W 70) 2. Stormwater runoff should be filtered prior to discharging to a stormwater conveyance
- 0 :. OC 0- :.o. '.0 1 PAUBA ROAI) - 040- 023 slope away f rom all exterior walls at not less than 1/4" per foot for a
70.: ww CR0,55-SECTION A-A' APN 945
-V.w CROSS-SECTION B-B' )a M system (natural watercourses,,streets, f low-lines,drainage inlets,etc). All non-permitted
0
T_ 0 minimum of 3 feet.
discharges are prohibited f ram entering any stormwater conveyance system year-round.
> Z
15 3. Maximum cut and f ill slopes shall be 2:1.
#4 BARS VIA_BRISA 50 MION 3. Discharger Contact Information:
201
SECTION A-A ;k_ 4. Provide,as applicable,concrete brow ditches designed to convey of STEVE DOHRMAN
IVTS ITE 100-year storm f lows, or provide graded berms,along the top of all (Responsible Person) (Firm)
1211 BEN 0 10 20 40 60 graded slopes over 3' in vertical height or that are adjacent to at 951-302-2094
graded areas to direct surface runof f away f rom the top of slopes.
A (24-Hour Phone Number)
VICINITY MAP L L L L I-J.1.L.4�"'1 1 1 1 1,1 1 1 1 1
MIW 5. All grading shall be done under the supervision of Registered Civil
<) N.T.5. 6 Engineer, Soil Engineer, or Engineering Geologist who shall certify 4.If soil disturbance meets or exceeds one acre,the site must be covered under the State
F.L. that all f ills have been properly placed and who shall submit a f inal General Construction Permit,a Notice of Intent(NOI)must be f iled with the State Water
Resources Control Board (SWRCB),a Waste Discharge Identification(WD11))Number shall
I" TO 3" COARSE FILTER FABRIC compaction report for all fills over V deep.
- --------------- be provided to the City,and a Stormwater Pullution Prevention Plan(5WPPP)shall be
AGGREGATE
.....................
implemented throughout the duration of the project and be readily available on site to City
DOWN DRAIN ANCHORS 6. A Registered Civil Engineer shall submit to the City of Temecula's
C C STABILIZED CONSTRUCTION ENTRANCE and 5tate inspectors. A SWPPP template can be downloaded f rom the City's web site
CONSTRUCTED EVERY 10' IN ---------------------------------------------------------------------------------------------------- Public Works Department a written certification of completion of
7.7.7.7.7.7.__7 --------------------------------------------------I---...........(Py'1(MAX)' .. ........................ ......... ESC24(BEST MANAGEMENT PRACTICE5) rough grading in accordance with the approved grading plan prior to www.cityoftemecula.org under NPOES information.
#4 BAR VERTICAL HEIGHT AND 7.7.-7.7 d .7.7......-...-.-/ // a
.... ...... (1160)
AT TOP A TOE OF DOWN DRAIN ........................... .00
- - 11 -1111 1.111-1111,.11.111-11-1111.1-1-1 11-1.11.......... FILL--SLOPE issuance of the building permit. Certification shall be to line,grade,
....................::....... ------------------------------------------------- ...........................,............. .......... 5. During the rainy season(October 1-April 30),the Discharger shall make available,as
............. .............. - 9`1
OR CAN USE CD29A(2)(CALTRANS STORM WATER QUALITY HANDBOOK)
EXISTING ------ ------------------------------------------------------------------------------------------------------------------ elevation and location of cut/f ill slopes.
nt and workers for emergency work to protect the site. Additional
................... ....................................A (E) ................. ................I........... BROW DITCH necessary, equipme
5IbEWAL .. .....**.....................*
TYPICAL V-DITCH ------------ 11 (1150) erosion and sediment control materials shall be stockpiled at various locations throughout
........d,ANCHOR DETAIL CONCRETE- (P)2:1(MAX) 7. Final compaction report will be required for all f ills greater than
......... ... ........... ......
... .................
.................. H ................ one foot.
....... the site for immediate implementaiton.
---------I-------- --- -- ----------* ............ DITC 'SLOPE
-.-.-d .......d.......... ... -.-.-.-.-.-.-.-.-.-A 2-1 CUT
............ ........... ...
--------------------- IS-T N& DE_
.................. .41 ----------------------------------------- I GRA
NOTES: ..........................%4... ........................ 6. All erosion and sediment controls shall be inspected,restored,repaired,or modified
1.CONCRETE SHALL BE CLASS 560-C-3250(AIR 8. All grading shall be done in conformance with recommendations of
---------------------------------- CR055-SECTION C-C r regularly throughout the-site to protect downgrade perimeters,adjaced properties,
BLOWN SHALL BE CLASS 600-B-3250). ,d -d........... ........*, _-d,
1 the preliminary soils investigation by Western 5oils and Foundation
. .................................... SO THICK CONC. MTN WW 1.4
environme
2.REINFORCING SHALL BE 611X611-W 1A X WIA 0 2.1 FILL ntally sensitive areas,and all private and public stormwater conveyance systems.
IF THM IS 4V OR MORE OF Engineering Inc. dated_JULY 27, 2005�.. Two sets of the f inal
WELDED WIRE MESH(W.W.F.)OR APPROVED r%%
---- -- .... ---_ -------- ------------------------d...........d--------- HORIZONTAL TRIBUTARY AREA
tl I....d..d...... FIRE If any erosion or sediment controls fail during the rainy season,more effective ones will be
....... compaction report shall be submitted to the Public Works
EqUAL. HYDRANT-N,, OR SLOPE GREA7ER required if their place.
...... LEGEND
.............................
3.GROUND SHALL BE PRE-WETTED PER SOILS ......... ---------- ----------- - Department which shall include foundation design recommendations
.
.................... .......
PL CURVE DATA . . .... - N 111%�, TYPICAL BERM THAN 15%
ENGINEER'S DIRECTION PRIOR TO PLACEMENT .................................................................................. I
and certification that grading has been done in conformance with the 7. During the rainy season,clearing shall be limited to areas that will receive immediate
R 70.00' BROW DITCH DETAIL
....... .. d........
'S' d.....d
R.AV.E.W. M F.-R T EXISTING CONTOUR
recommendations of the preliminary soils report. grading. A combination of erosion and sediment controls shall be implemented in areas that
'NA
4.DOWNbRAIN5 SHALL BE LOCATED IN FACE OF -------- NTS
OF CONCRETE. A= 79'035'49" (2200
A .. ----------------------ddd ..d ..........*.... ......... d ........................ INTERVAL 2'
.. .......... ...................................
THE SLOPE IN SUCH A MANNER AS TO L 97.25' .. - ---------------------------------------- have been cleared.
d .................................. ..
d......d ..d ............................. W- Y-45r�R U--C-
D
MINIMIZE ITS V15IBILIT. AVOID DRAINS IN ff--d ............ .........................------------ -------.. ..... 9. The contractor shall notify the Public Works Department at least
....... . .. ----------------------
........... .. .. ......d .. ...........
.. . .........: .. ...b - --- -----------
THE MIDDLE OF SLOPE OR RIDGE OF SLOPE d ......... .. .............*............
% . . . .... ........................... AS, EC-4, TO BE SEEDED WITH 48 hours in advance requesting f inish lot grade and drainage 8. During the rainy season, erosion control for graded slopes shall include 100%vegetative
----- -- - -- -----
. . ---------------M- '-'-,d - (E) EXISTING STRUCTURE
WHERE POSSIBLE. USE THE VALLEY BETWEEN .... ........................... -------
--,.d.. BLEND AT 8 LBS. PER 1000 inspection. This inspection must be approved prior to building permit coverage,wood mulch,stapled or pinned blankets(straw or coconut), plastic sheeting
SLOPES FOR LOCATING DOWNDRAIN5. e-- * clearance for each lot. (10-mil), polypropylene mats, or other measures approved by the Director of Public Works.
1 5 A
. . .............. d ................ .................................... SQUARE FEET FROM AGRONO-TEC SEED COMPANY
_Vlik: -.-___- '"_.ft L. �
.... ..... .... .. ....
. ............. Public Works Department Phone: (951)694-6411 For spray-on controls,only bonded and stabilized f iber matrix products with minimum
* ........*------------------------- ------*----------------d----- ----------
.................................... ................................ ... ........
........... (800) 543-4109. SLOPES TO BE STABILIZED
X X
....... ............
.................------
..d ----- d ........... ...........
LOT 9 \. .... X_X___
(E) FENCE application rates of 3500 lb/acre and 10 gal/acre, respectively,shall be used for grades of
---------- ----------
------------
--------- --------------d d.....*...... ....... IMMEDIATALEY FOLLOWING GRADING. AFTER
------------------
-----------
...... 10. Cut and f ill slopes shall be protected with a combination of
----------------- 4:1 and greater. Jute netting shall not be used as a stand-alone erosion control. If
TRACT 15730
............
RIP RAP DISSIPATOR
HYDROSEEDING, SLOPES TO BE PROTECTED WITH erosion and sediment controls to protect the slope f rom erosion and hydroseeding is implemented, the application must allow ufficient time for adequate seed
U --- ---
.... ..%,
-0
TW 78.5
----------------- EROSION CONTROL BLANKETS (EC-7) FOR MAXIM
BW 72.5 Z 41' ............. d------- PER DETAIL instability during the grading phase. grownth. Inactive graded pads shall be protected with acrylic/latex polymers,soil
d..........d. ..........
.......................................
EROSION CONTROL.
--------------
.
.......... ............* ..... stabilizers,f iber matrix,or other measure approved by the Director of Public Works.
VAA . ...................... . . . ................d.
..... X15TING CURB
....... a.--* GRA VELBAGS (2 HIGH) (NTS)
........ . %dapppaw I� Post-grading activities shall include, but not be limited to,
;:d;;M.
00 ------- DRAINAGE SWALE
..... GUTTER
........ installing,where applicable,groundcover,trees,shrubs,or a 9. Sediment controls shall include desilting, basins,graded berms,f iber roll ,silt fences,
....
CONSTRUCT 6-FOOT(MAX)RE NING WAL� ... .....;.�.
2% SILTFENCE combination thereof in accordance with City codes prior to the
-bag chevrons(3/4" gravel), check dams, drainage inlet protection,etc.
BUIL SZ1% SHEET FLOW gravel
0 UNDER SE ATEOERMIT
approval of f inal inspection. 51ope over 4' in vertical height shall
4
BUILD TO MATCH 5LOD
have permanent irrigation systems with backf low prevention devices 10. All onsite and of f site f low-lines (v-ditche ,brow-ditches,terrace drains,ribbon
.10 0 HIGH POINT HP
per the U.P.C.
gutters, curb gutters,etc.)and drainage inlets shall be f ree of sediment,construction
78.24 DAYLIGHT LINE
-f1A XI5TING SIDEWALK materials, construction waste, miscellaneous debris,and deteriorated erosion and sediment
0J PROP. FLOW LINE FL 52.4
I.P. 12. Fill material shall not be placed on existing ground until the
controls at all times.
PROP.
ground has been cleared of weeds, debris,topsoil,and other
1179. PROP. FINISHED SURFACE F5
e eterious material. If steep sloping terrain occurs upon which f ill -tight bins. Wire
11. Construction waste and miscellaneous debris shall be placed in water
T
FF
STABILIZED CONSTRUCTION ENTRANCEIEXIT
is to be placed, the terrain must be cleared, keyed,and benched into
UNDER SEPARATE PERMIT
itmesh trash receptacles will not be allowed. Wash-out stations hall be provided for
FC7485
PAD 99. U PROP. FINISHED GRADE
MIN BUILD TO MATCH SLOPE f irm natural soil f or f ull support. A Registered Civil Engineer,Soil concrete, paints,and stucco and shall be lined with plastic and located away from streets,
FF 63.5 Engineer, or Engineering Geologist shall approve placement of f ill. sidewalk right-of-ways,and drainage inlets. Prior to any forecasted rain, bins and
FINISH FLOOR
(MAX) DEEPENED FOOTING
wash-outs shall be covered with a lid or plastic tarp preventing any overflow into the
I' DEEPENED FOOTING
PROPOSED RETAINING WALL TlYL, 1455.8 13. Temporary drainage shall be provided until permanent drainage drainage system.
GRA VEL13A G
0 FOR EXTENT SHOWN
TOP WALL (TW)
TYPICAL BU N B.W. 1451.0 structures are installed. Protective measures shall be implemented
OR AS APPROVE[) 12.Construction accesses shall be stabilized with a combination of gravel and shaker plates
A' to protect adjoining and downstream properties from silt deposition
TS 9 V) 2. LAYOUT DETAIL B07TOM WALL (BW) year-round to prevent track-out onto streets. For residential developments with street
BY INSPECTOR APPROX. EARTHWORK QUANTITIES
ing oper
and ponding water during gradi ation .
CIQ rades exceeding 2%, individual driveways shall also be protected with gravel to prevent
> DOES NOT REFLECT FOOTING BED D P 9
0 - LO NTS
0 track-out onto interior streets. Gravel shall also be placed on driveways that are used to
Id PROP05Eb IMPORT 600± CY 14. Dust shall be controlled by methods approved by the City
access individual lots. Routine street sweeping hall be perfromed on all paved streets
0 SILT FENCE
LOT 2Z
0% EL Engineer.
1000± CY EXPORT
FF 1179 SE-I(CALIFORNIA STORMWATER BMP HANDOOK, FILL
a TRACT 11087-2 ot CY where tracking is observed. Vacuum sweepers shall be used when street sweepers become
F 78.3 .6
0 ineffective. Controlled street washing will only be allowed prior to the application of
r PA f) 1179.1 CON5TRUCTION) NT5 NOTE.- EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND DO NOT INCLUDE 15. Stability calculations with a factor-of-saf ety of at least one and
0% HP FL EXISTING asphalt seal coats. However, drainage inlets shall be protected to f ilter the washwater.
SHRINKAGE OR SUBSIDENCE ALLOWANCES. THEY ARE ESSENTIALLY FOR f ive-tenths(1.5)shall be submitted to the Public Works Department
hA,AX REACH 500'(see note 1)
NO DETAIL
78.8 PERMIT PURPOSED ONLY AND NOT INTENDED FOR BIDDING. A00171ONALLY.. by a Registered Civil Engineer, Soil Engineer,or Engineering Geologist
FF 178.8±
THEY ARE SPACIAL VOLUME ESTIMATES AS INDICATED BY THIS PLAN. 13. Silt and debris shall be removed f rom check dams,chevrons,silt fences,desilting,
basins,streets, onsite and of f-site f low lines, downgradient drainage inlets af feced by a
F5 7,f**J F 78 9 15a 6a for cut and f ill slo es over 30' in vertical hei ht.
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMIN THE
W 78.0 discharge f rom the site,and other private and public stormwater conveyance systems prior
16. A Registered Civil Engineer or Licensed Land Surveyor shall
01 00 EXACT QUANTITIES FOR PURPOSED OF PAYMENT AND CONTRACT
AW 7a.0 to and af ter each storm event. For residential developments,silt f ence.shall be installed
submit certification of building pad elevations. Where specific
00 (P)
DOCUMENTS. THE UNDERSIGNED ENGINEER ACCEPTS NO RESPONSIBILITY
FOR DESCREPANCIES IN THE EARTHWORK QUANTITIES. elevations are required, the elevation(with respect to mean sea level)
&ARAGE
along interior streets and combined with gravel-bag or silt-f ence-chevrons inside the
�r
idewalk right-of-way,where applicable.
TOE OF 5LOPE shall be given. If an elevation with respect to adjacent ground
0 ADDITIONALLY, THE ELEVATIONS OF THE PAD MAY CHANGE UP CR DOWN TO
urface is required, the actual distance above the adjacent ground
!�............
...........
13ALANCE THE PROJECT. THERE MAY BE IMPORT BROUGHT ON THIS SITE 14. Desilting basins shall be constructed at the start of all grading operations and ized
t------ %Y11 shall be given.
70
NOTES:
FROM VARIOUS OTHERS, TO BE DETERMINED AT THE TIME OF GRADING.
according to the State General Construction Permit(3600 cubic feet of storage per acre
FF 79 4
N Ict
1.CONSTRUCT THE LENGTH OF EACH REACH 50
LOT 8 Z
...........
V) drained), even if the site does not require coverage under this permit. Water shall be
THAT THE CHANGE IN BASE ELEVATION ALONG 17. ER0510N AND 5EDIMENT CONTROL: The permittee shall
filtered and drained from the basins between storm events.
SETBACK VARIE5 abide by the requirements outlined in the City of Temecula Grading,
THE REACH DOES NOT EXCEED 1/3 THE HEIGHT OF
FL 775--�
NO STAKE
TRACT 15 30 �5
2"X 2"WOOD STAKE
..........
(5EE NOTES 3 5)
(SEE NOTE 4) Erosion Sediment Control Ordinance No.04-04 throughout the
L7
FL 77.4 THE LINEAR BARRIER,IN NO CASE SHALL THE (SEE NOTE 2)
S-.10, 15. Stormwater runof f shall not be directed over any slopes without permanent downdrains
REACH EXCEED 500'
ILT FENCE duration of the project, including adherence to the State NPOES
FABRIC
insta
Iled. Temporary erosion and sediment controls are required an all exposed slopes until
............ Permit for Construction Activities, if applicable.
(1176)
-0"OF FENCE 5HALL BE TURNED,UP
..... . ... 2.THE LAST 8' sufficient permanent landscaping has been established. Fiber rolls hall be installed in
............... ..........
............
(1174)
5LOPE.
Lit increments of 10 f eet measured vertically on the face of slope for grade of 3:1 and greater
18. Existing drainage courses shall continue to function during the
. ..........
0
............ ............
in combination with f iber matrix products or blankes. Silt f ence shall be installed at the
MI
24 ()EPTH rainy season. No obstruction of f load plains or natural water courses
............ ......
(1172)
3.STAKE DIMENSIONS ARE NOMINAL.
toe of all exposed slopes 3' or more in height.
..........
shall be permitted.
TAM
d2
1170)
BACKFILL
............. ....................... 00
.........I .............
4. DIMENSION MAY VARY TO FIT FIELD
16. Material storage areas shall be established. Fuel tanks,portable toilets, liquids,ge s,
....................
(1168)- END OETAIL 61
.........
.......... ....................................
...........
.......... ................ CLASS I ROCK
.......... ........... ...... IPRAP
...........
.............. (1166)- 9.MINIMUM 4 STAPLES PER STAKE.
00 CONDITION. 19. All property corners shall be clearly delineated in the f ield prior -of-ways,and drainage inlets
FL 53.5 and powders shall be stored away f rom streets, sidewalk right
........... .......... . .. .....
........
......I ...
..........
.........................
........
----------- to commencement of any construction/grading.
............. 5ECTION A-A
and shall have secondary containment. Stockpiles of soil shall be protected prior to a
.............
................ .............
........... 5.STAKES SHALL BE SPACED AT 8'-011 MAXIMUM DIMENSIONS SHOWN ARE TYPICAL. 8" MINIMUM PARTICLE SIZE
.......... ------
orecaste rain.
'-7........... (1164)-
.................
-MEAM
............. NOT TO SCALE
A
..........-- NO SHALL BE POSITIONED ON DOWNS DO NOT FILL WITH SLURRY 20. The permittee must obtain an encroachment permit prior to any
................. .......
............ NSTALL
----------- ................ ......
5IDE OF FENCE. 10.CROSS BARRIER5 SHALL BE A MINIMUM
EXISTING GROUND work within a public right-of-way.
(1162),, CONCRETE OF 1/3 AND A MAXIMUM OF 1/2 THE HEIGHT 17. All portable mixers shall have plastic under-liners to contain pillage. Gravel bags shall
..............
obi
H
........................... -------------
...........
0OWN-DRAIN- 6.STAKES TO OVERLAP AND FENCE FABRIC TO FO THE LINEAR BARRIER. lso be placed an the down-hill side of the liners to contain discharges.
.................................. ..
............
------------........ 2411 MIN 21. Approval of these plans by the City or its agents does not relieve
FOLD AROUND EACH STAKE ONE FULL TURN.
.................. PER DETAIL
6" THICK
DEPTH the applicant and his engineer from the responsibility for the
SECURE FABRIC TO STAKE WITH 45TAPLES. 11.MAINTENANCE OPENINGS 5HALL BE 18. The Discharger shall properly post and secure site areas where impounded water,due to
..........
............ .......... ..............
CLASS 2 BA5E
co
rrection of errors or omissions discovered during construction.
erosion and sediment control devices or anything else,creates a hazardous condition to the
N5TALL RIPRAP CONSTRUCTED IN A MANNER TO ENSURE
MIRAFI 70OX
FABRIC COVER
4
7.STAKES SHALL BE DRIVEN TIGHTLY TOGETHER
SEDIMENT REMAINS BEHIND SILT FENCE. Upon request,the appropriate plan revisions shall be promptly
PER DETAIL TO SLOW
public. However, emergency accesses shall be maintained at all times.
...... TO PREVENT POTENTIAL FLOW-THROUGH OF
......................................
FILTER FABRIC
...........
........... ..
0 FILTER FLOW ubmitted to the City Engineer for review and approval.
............ FL 54.0,,\
SEDIMENT AT JOINT. THE TOPS OF THE STAKES 12.JOINING SECTIONS SHALL NOT BE
=24 a-\ AN TURN FLOW SHALL BE SECURED WITH WIRE. PLACED AT SUMP LOCATION5. 19. No obstructins,other than sediment controls,shall be allowed at any existing public,or
TO 5HEE LOW�7YP-) RIP RAP DETAIL 22. The issuance of this permit by the City of Temecula does not private,stormwater conveynace system, unless adequate temporary or permanent drainage
Qioo<0.6 c.f.s. (-rYPI CA L NTS imply or provide any clearances f rom state or federal agencies faciliteis have been approved by the Director of Public Works to carry urface water to
\0 8.FOR END 5TAKE,FENCE FABRIC SHALL BE FOLDED 13.5ANDBAG ROWS AND LAYERS SHALL BE TOTAL ACREAGE 0.5 ACRES regulating the provisions of state or federal endangered species acts the nearest practical stormdrain or natural water course.
AROUND TWO STAKES ONE FULL TURN AND OFFSET TO ELIMINATE GAPS.
STING CONCR SECURED WITH 4 STAPLES. DISTURBED ACREAGE = 0.4 ACRES or water quality regulations. The Contractor/Owner/bevelo per is
V-0ITCH responsible f or obtaining the appropriate clearances f rom these 20. Fill areas shall have erosion and sediment controls implemented while being brought up
LOT 1 ____'N 71019`44"W 5 .0 CONSTRUCTION ACTIWTIES INCLUDING BUT NOT LIMITED TO CLEARING, GRADING, agencies prior to any site disturbances or grading. to grade. These measures include: temporary downdrains(pipes or paved ditches with
J GRAVELBAG LAYOUT SHALL BE INSTALLED AS SHON PER PLAN OR AS SOILS ENGINEER OR EXCAVAPON OF LAND W141CH DISTURBS MORE THAN I ACRE SHALL 13EFORE proteced outfalls); earth berms at the top of slopes; vegetation; mulch; f iber matrix
NOTICE TO CONTRACTOR DIRECTEDBY THECITY INSPECTOR OR JOB ENGINEER. GRADING PERMIT SUBMIT A COPY OF NOTICE OF INMNT (N01) AND ME NAME,
TRACT 29133 A. PROVIDE 2-HIGH GRAVEL BAGS ALONG TOE OF ALL FILL SLOPES. ATION ADDRESS, AND PHONE NUMBER OF THE PERSON RESPONSIBLE FOR products; blankets; ponding areas; check dams; fiber rolls; gravel bags around drainage
THE EXISTENCE AND LOCAON OF ANY UNDERGROUND UTIUTY COUNTY OF RIVERSIDE BM NO. T-29-81 I ENGINEERING, INC. IMPLEMENTING, INSPECTING AND REPORTING OF THE SITE STORM WATER inlets; and appropriate grading to direct drainage away f rom the edge of the top of slopes.
UNDERGROUND SERVICE ALERT PIPIS OR STRUCTURES SHOWN ON THESE PLANS ARE 2 1/2* BRASS DISC IN CONC. CYIJNDER LOCATED FROM THE B. PROVIDE GRAVELBAGS IN SWALES ON PROPOSED PAD AT 50 423 N. HALE AVE. POLLUTANT PREVETION PLAN WITH THE STATE WATER RESOURCES CONTROL LIMITED FIELD SURVEY DATED MARCH 2, 2005
013TAINED BY A SEARCH OF THE AVAILABLE RECORDS. INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, INTERVALS. (SEE DETAIL) 21. Slope protection must be in place during the rainy-season prior to the issuance of a
APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, 1.8 MILES NE ON RANCHO CALIFORNIA ROAD TO THE ESCONDIDO, CA 92029 BOARD. FOR MORE INFORMATION GO TO 0
Ir� BY. Certificate of Occupancy to prevent erosion.
CALL: TOLL FREE EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA INTERSEC710N OF RANCHO CALIFORNIA ROAD AND MARGARITA (760) 746-3553 http://�ww.swrcb.co.govIstormwtrllinear-const.htmi OR CALL 916-341-553Z
WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTAITON ROAD, IN THE NW CORNER OF THE INTESECTION V E. OF A 71 OWNER VANDENBERG CIVIL CONSULTING 22. The Department of Public Works reserves the right to make changes to this plan. The
1 - 800 AS TO -ME ACCURACY OR COMPLETENESS OR THE EXISTENCE CHAINUNK FENCE, 21' x 16' AROUND SO. CALIF. GAS VALVES, LEGAL DESCRIPTION 31582 RAILROAD CANYON ROAD bepartment's approval of this plan does not relieve the Discharger for corrections of
OR NON-EXISTENCE OF ANY UNDERGROUND U71LITY PIPE OR 40# N. OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO (Y STEVE DOHRMAN
422- 4133 STRUCTIJRE WITHIN THE LIMITS OF THIS PROJECT. THE CALIFRNIA ROAD. FIBERGLASS MTNESS POST SET 1' W. OF DRIVEWAY NOTE: LOT 23 OF TRACT NO. 11087-2 38475 MESA RD. CANYON LAKE, CA 92587 errors and omissions discovered during construction.
CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAU71ONARY MONUMENT. SWALE GRAVELBAG LAYOUT DETAIL DRIVEWAY SHALL BE DESIGNED TO 5USTAIN 30277 VIA BRISA TEMECULA, CA 92592 (714) 392-1219
MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NTS 80j000 LB5.G.V.W. ON ALL WEATHER SURFACE CITY OF TEMECULA, CALIFORNIA 951-302-2094 (775) 263-6343
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE.- 9-13-82 ELEV, 1128.40 APN 945-040-023 951-302-2111 (cell) Lb05-081GR
CONSTRUCTION RECORD DATE BY REVISION5 AWD BENCH MARK SEA Designed By brawn By Drawing No.
:511
er DATE;
RECOMMENDED BY: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
JO, JO BV
SE ABOVE JACQUELYN
Contractor orizontal 01BRYA�6ft$) J I RC Plans repace Under Supervision Of ACCEPTED BY: DATE: 5117107
Inspector 1 =20 Date 617 CITY ENG&EER GRADING PLAN
Vertical WIRES DANIEL A. YORK LOT 23 OF TRACT NO. 11087-2
d; 2/3 1/00 r N 01B
WC bfk1d "41% 30277 VIA BRISA
AS NOTED 55601 Expires 12- 31 -2006 �Z31L2008 5heet I of I.,
R.C. N o. R.C.E. No 43212 Expires: 00HRMAN RESIDENCE
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