HomeMy WebLinkAboutParcel Map 9428 Parcel 2 Precise Grading�,Aft_43� AM"," �A, wm
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PPINEXISE GR-A-VING PLANS and,-,,
'EROSION15EVINIENT-CONTROL
APN 945-110-005 FM 9426 PCL #2
via
V.
OW
DATE �PA R�ED
DEPARTMENT OF PUBLIC WORKS
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77,
June 1, 2013
LAND DEVELOPMENT DIVISION *A. -- ---
........ . ......
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OILS
UA SLOFt
GRADING NOTES 7V
Inland Engineering Technologies Inc.
. . . . . . . . . . . -
41656 Reagan Way, Ste. E
Murrieta, CA 92562
These'Grading Notes' are intended to be used on all plans for private development that includes
(951) 894-6464
Phone.
work related to: mass, rough and precise grading, borrow site/stockpiling, erosion and sediment
FWM Fax: (951) 894-6491
control, administrative clearing, subject to review and approval by the Department of Public
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Works.
T SITE
2WNER A��AN�T_l
1. Standards. All construction and grading related activities (Le,, stockpiling, land clearing, SOILS ENGINEEWS CERTIFICATE
QMLner:
erosion & sediment control, etc,) shall be performed in accordance with Chapter 18 of the City
Luis & Genoveva Nicolaide
of Temecula Municipal Code, the Engineering and Construction Manual, all applicable 1.0
TH 5TATE OF 1
.511. ?,EG1!3TF_?,ED CIVIL ENGINEER OF E 7599 Summer Day dtWe.
standards, the latest edition of the California Building Code (Appendix J) and, if applicable, the A
D-OF APrUeD. 501 L -MECHANIC5 Corona, CA 92883
Nql 61� CALIFOKNIA, FRINCIPALTY MNC7 13U51NE55 IN THE FIE[
Pf�,EVALEWT
State Water Resources Control Board (SWRCS) National Pollution Discharge Elimination Ile A
MPLINGAND!3TUDY.OF THE 501L CONDMON5 Phone: (909) 605-6880
HEREWY VERIFY THAT A!3A
System (NPDES) General Permit for Construction Activities. 1%
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WITHIN TH15 SITE WWA5 MADE 13Y ME OR UNDER MY DIRECTION 0
zorfivkw
.A 6 pki i ca nt
2. Permit Reguirements. A grading permit shall be obtained prior to commencement of any work on ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED
114
R1 to,
the site. I f1i 187171 FROM TH15 5TUpy, WITH My PZECOMMENDATION5, HA513EF_N5U15MiTTEP-T0 THE
R. Denzil Lee, AIA
__1,1 a Ila/ I
A, I
OFFICrE OF THE C11Y ENGINEEK
4 , �J I �.. Design Group Associates
3. ffications, Pu b tic Works shal I be n otified via the P u bf ic Works I nspection Line at (9 51) 308-
31242 Orange Ave.
6396 at least 24 hours in advance of beginning any construction/grading operations.
DIRECTION AND
THE5E GRAPING PLAN5 H"E 13EEN fzEvIEWED 15Y ME OK UNDER MY Nuevo, CA 92567
-RING
4. ao-11g. All construction/grading activities shall be done in conformance vAth recommendations of the' CONFORM TO THE RECOMMENDATION5 MAI)E IN THE GEOTECHNICAL ENGINEF.. -0275
1 4. i.114
IN Phone:(961)928 5075
preliminary soils investigation by I.n land fX UZI C dated_119� �,Z �'IZ Said VE5TIGATION MENTIONED AbOVE.
-4-
Fax: (951)928
report shall be considered a part of this gradin"o plan.
9
5� Cut/Fill. P roiect Site.
A
5IGNED
NOM
n in eandshafl
a. Maximum out and fill slopes shall be 2:1, untess otherwise approved by the City E g e r 31259 Sierra Bonfta, Temecula
comply with the recommendations of the soils report. Fitt sl shall not have
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MA
apes less than 90%
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relative compaction out to the finish surface. wums
0or
946-110-005
AgESSO
?_G.E� N R'S EA.RC.EL.
weeds, debris, topsoil, vegetation and other deleterious material. If the slope ratio exceeds
cleared, of T
b. Fill material shall not be placed on existing ground until the ground has been
A- . . ............. . A
16 1 TION
51 and is greater than five feet. the terrain must be keyed and benched into either b �1 4
edrock DATE L
EGAL
or native soil, as directed by the geotechnical en ineer. WX PhA QA9A Pr_ 9
V
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r-of-safety of at least one and five tenths (1.5) shall be
c. Stability calculations with a facto
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or
submitted to Public Works by a registered civil engineer, soils engineer or geologist f " , - k- %
c t Or' V" t -
and fill slopes over 30 feet in vertical height.
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d. All grading shall be done, under the supervision of a registered civil engineer, soils t
engineer or geologist, who shall submit two sets of written ce ificati n that all fills r one
rti o ove
foot in depth have been ptoperly placed.
V 1%
X
X-NN
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N
-year storm flows or provide.
�i.. As applicable, provide concrete brow ditches to convey 100 IR . I q, '1� %N , IN .
g rad ed be rm s a lo n g the top of al 19 ra ded S lopes over th ree feet in ve rti ca I heig ht or that a re
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adjacent to, g ra d ed a reas, to di rect su rfa ce ru noff away from the top of slopes. At I d ra in a g e.
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73
devices shall be construoted per the approved plans,
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b. Existing drainage courses shall continue to function at all times. No obstruction of flood
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plains or natural water courses shall be permitted.
..... .....
c. Temporary drainage shall be provided until permanent drainage structures are installed.
A.
EARTHWOf V< QUANTIMES
The quardifies listed are for permit purposes only.
The Grading Contractor is to provide his own.
Excavabow, (cu',) 3,400, CY
?UCT1qy.N0LES.,& QVANTMES
CONSTI
6 CY
I. Ungrouted rip rap
Temecula Municipal Code prior to final inspection. Slopes over four feet in vertical height shall
4K, - r
have permanent irrigation systems with backflow prevention devices per the U
-P.C. 44- 40
41� ;r 2. Twide graded swale 2-20 LF
11. Other Co istruction Notes. Refer to separaie notes for "paving, general" and "erosion and sedime�),,
Z, 3. 3wide beffn
LF
'All 430
contror requirements.
.4. Fiber rolls 310 LF
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J
7'
N01'
E.- The cubic yards ofgraded 6o!15 15 to �e
5. Paving 4" AC 55 T
41 '5� NOTE: Shaker% plate w/ stabilize�i,,,.
S,4
exror�e
Y d from theoite. anddapoeiited
13ENCH MARK DATA
6" CL 11 Base 248 CY
construction access
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0 at; a location outoide, of the. City 11mito
PesctftJ by Metro Water Dieitrict of Callfbmia 1992 Rancho Califomia, 2WO feet
kL ...... . ... . . ....
ov �Iv 5
(853.4M) nort;hwei�t from the intemection of Anza rJ. & Hwy 79.41 feet (1 25M) tT t%
6. Acker Stone Pavers
of the. City of Temecula, CA.
nor�h of the renUrlirie af Hw-y.79� 24 feet (07M)!3outh of 6 feet (1 �&M) VX5505' X,
y
71�,, k�
. ............ 7. Trench drains 75 LF
3,125 SF
599E, 35 feet (1 03M) 5outhea5t of power pole No. 1 594595E) with transformer) 7
�i qt,
f
8. Sandbags
70 LF
-21/2 inch brass
a fiberglass witness por2t 1 foot (0.3M) north of monument. Fount
It
9. Shaker plates I EA
10. Concrete curbing 455 LF
A
Its, w�
disk in concrete cylinder 5tamped RIV. Q. 5ur, D.M. T-5-81 (NAVP 19&8) El. 1149.93'
4A
chain link around Well, 12 feet (33M) ea5t offence corner and power pole No. 1894 4 1.
ff 01
7e
X
-A
LF
k"! Rkli 6" PVC pipe
270
%
LF
j 12. 6" PVC perforated
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N -. -11. '�i �, ",%"�_� - -- - klll:��, Y
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IV, 58
AY
z 9-3 2 RAY R
P
UARI
L!6ense No. N". %N.-
EA
11 DS Catch basins
LSW46 8
7
14� Spl� Fill area
ExO A
450 CY
-Al*i.,1� N,
Fence
is. Silt
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I di
4
[bate Z.
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711
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oll
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15
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no Amw Adis
ARK
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RECOMMENDED B 4 r
VIP
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ACCEPTED BY, DATE:5
......... . ..
PRECISE GRADINGPLANEP and
__U�ki-RICK )ffidAAS
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...... .....
0001m& /-1-7-
4SW OWN&~
-R EROSION/SEDIMENTCONTROL
DIRECTOR OF PUBLIC WORKS/CITY ENGINEL
R.C.E, No. 44223
APN 945-110-005 FM 9428 PCL #2
OF /ZAP 4(6
CIE, 4yo.
..... ... ...
.. ............. ... .. ....... ... ... . ....... .... . ...... ........... ...... .. ...... .. ....... ..... ...... . ..... ... . . .... .... ...... ... .......... . ....... .... ... .. ....... .......... ................ ...... ..... . ......... ... .. ...... .... .. . . ... . .. ..... ......... ..... .... . ......... ........ ..... ... . ......... ....... ... ... .. ............... .... .......... .. .... ......... .. .. . ... ........ ......... . .... ..... . .... ... ........ ...... ........ ... . ... .. ...... ... . .... ..... .. .. .... ............. . . ......... ....... ... ... ... ..... .... . .... ......... .. .... .... .. .......... ...... .. ... .. .. ... ........ ....................... . . . ...... . .. .... - ....... . .. .... ... ....
AWNC H
USGS BENH MARK BM
As shown on the Temecula 7.5 Min. Quad. Map
33-22.30-N 117-07.30 W
Elevation: 1253
TITLE ffEPORT
�ations Titie Company ofCalifornia
Westlake Escrow
Report No. 0 1348411 -JG3
Dated: Nov. 8, '12
SITE 1AREA
Total Net acres: 5.71 ac.
Protective- measures s all be implemented to protect adjoining an down -stream properties
Disturbed area
ac�
N
from silt deposition and ponding water during construction/grading operations.
Undisturbed area 4.13 ac.
........ . ....
d� Approved protective measures and temporary drainage provisions must be used to protect TS
'r 0.
Z
:LH.EET INDEX
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adjoining properties during the grading project,
t
(purpose to serve lot) Sheet#l....... .......... ..Grading Plan Title Sheet,
-A'? 49 Rights�-of-way in favor of.
e Drainage easements shall be kept clear of all obstructions; no building
Ir
or walls shall be 0.
iw7mw` f*. .'. ", Z. So. Calif. Edison Co.
-Sediment Control Plan
Sheet #2 ............ Erosion
IV, jo �00,, 4" -,0 0.
placed within the limits of easements.
0, MeUopofitan Water DisL
'77 0-
1z;t
The minimum grade for concrete surface drainage facilities shall
TOPO
be a one-half percent (0.5%). Ali Z Rancho Calif. Water Dist-; 9naff L2 DATA
�-ew o-
94 01P
0 Defta S Mapping
Ift - urveying
------------
7. ProRert omers. All property comers shall be clearly delineated in the field prior to
V "FIV Z. , J 01�
_y_ ow e-
39305 Sa
finas Drive, Murrieta, CA 92563
r ew, =7.
commencement of any constructionigrading activity, as directed by the City Engineer
ww
V A*i Z _0 i. 1 VOW -0158
X� vm Phone: (951)764
8. R"u h.Grading Inspections Pflor to. Building Pemit. Inspections shall be requested via the
A W W I Fax: (951)816-3235
t
Public Works Inspection Line at (951) 308-6395. Submit the following: 0 70o,
Z
Ir _,g - __ . OIL,"
F ;", ('� � 1_11� -
Z
14
a two sets of pad elevation certification (i.e., rough grade) to include a statement that the pad t r1F
se -491�
0
elevation complies with the approved grading plan, Cert
4�
41
-ification shatl be to line, grade, I.j. Z,* o
o"o X-�
14
10' A -
elevation and location of cut/fill slopes. I b 1k.
If. ef -P;r
'49 __M4
-..,§
"_5L
b. two sets of pad compaction certification (i.e., final geotechnical/soils report) to include a 0 1
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statement that the grading complies with recommendations of the preliminary soils report. V11.
-"e if .1 _. - " _'�72% '"
711�1
PON
9. Fi!]al InsDection P 1ccup
rior to 0 aLripy. Refer to the City's Engineering and Construction Manual.
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t
10. Post Gra ing &ctivities. Post grading activities shall include, but not be I'mited to, installing IF
t
where applicable- groundcover, trees, shrubs or a combination thereof in accordance with the 0,
%01
...... .... &
N7�_ --------
M,
PREC15E GRADING FLAN5 and
Gwt=hnl*aai Not -es
ER0510N/5EDIMENTCONTROL N
MA4nAOaC? 1 4k*>
L W
n prepared bry Inland Engiwedhe TechnaO#ies I= dated
rt has be&
\9, e4 "q. A Geotechnical ReRqn
ee J plano for the, oinole family
'98 1 1 ... rj,� 12 and i5 to be. incorporated with the approve
November-Z 20
Ij
DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS in
#.7 re ry 5pexifir,
re,!51danca to be, builtat 31 2595ierra f3onita, Temecula, Ga. Th15 porti5ve
r o u ant
?44 the �2ite Gut -and -fill orading proposied herein and!5vpulate5 that a geotechni'al c n5 ft,
41
LAND DEVELOPMENT DIVISION LAf4D DEVELOPMENT DIVISION
i.t IJX, obeierve. and test the placement of fill on the!3ite..
7, 1?
EROSION & SEDIMENT CONTROL NOTES GENERAL NOTES
flig flif. 11 ii
4.1.1 6ite PiVaration
14
4f
41
I - % ructural fill' or engineared 5tructure5, the
J4 j Prior to grading of araar7 to receive 5t
These "Erosion & Sediment Control Notee are intended to be used on all Public Worksplans for both These "General Noteso are intended to be used on all plans for private development, reviewed and Jfw
!ally
All
e area!5 5hould be cleared of ourface. ob!5truction5, any exioting debri5, potent
private development and pubk fight -of -way improvements. Th notes are comprehensive and should be
0 rI 0
approved by the Department of Public Works.
compressible material (5uch as undocumented fill Eioll!5, or unsuitable alluvium) and!5tripped
applied according to site -specific conditions,
fit
StaNardl. All work shall conform to th6 requirements of the current edition of the City's
7rio 5hould be removed and properlydiopo5ed of cff!51ta.
of veqetatjon� Vegetation and deL
. ............ t the, olte should be, remove(,i at14
1. Fiftered Runoff. Allrunoff shall be fiftered Prior to discharging from a site or to any type of private m Improvement, Standard Drawings for Public Works Construction (and subsequent it All debrir2 from the propo5ad demolition activitie,!5 a
41
public storm water conveyance system (natural watercourses, streets, guftrs, concrete -lined v-ditches, amendments), the City's Engineering and Construction Manual, City codes and requirements.
-1 j5po5ed of off5ite. Holc5 re,,:�ulting from the removal of buried obotruction5 or
.44 perly 61
pro,
storm drains,iflow-lines, inlets, outlets, etc.). Ali non-penTdtted discharges are Prohibited from entering
utifties, which extend below finl5had site om
M 4 jr,44. W-4,
any storm water conveyance system year-round. 2. EmeEggncy Tg1johone Nu g. (Answering machine is not acceptab%): de.5, 5hould L�& replaced with 5uitable
compaGud fill material. Areao to recelve fill and/or other surface improvements should be
14A I
... ............ to a near-optlmum-moi5ture condition,
ragr&§ (SMP's).
2- BWt Mgn&qp :�' 14 -pth of 0 inche6, brought
MqgP Year-round, pollution prevendon measures, also known as Best L UV5. VC 0-L ALDE urn db
5carifiad to a minim
Management Practices (BMP's), must be installed prior to any field activities. BMP handbooks can be
a 5t 90 percent relative compaction (ba!5ed on A5TM Te5t
A, Jj,
t. wo, , j
T. nd recompacteci to at lea
(Responsible Person/Developer) (Company) (24-hr Phone Number)
downloaded at V
www.ca�MRhodbooks-com. Additional erosion prevention and sediment control (ESC) A, I
V Method D1 557).
kv,
measures must be Installed and maintained prior to and throughout each rainy season. The
------ ---------
(Responsible Person/Contractor) (Company) (24-hr Phone Num�er)
developericontractor is responsible for ESC measures throughout the duration of the pro L
ject for all
VA'
npaction
4.1.6 Fill FUcement and Cor
clearing, disking, grading, excavating and stockpiling activities, and on all exposed slopes and inactive
3. Lionselaermit Rgqqirement. _:V Arewo zeive 5tructural fill arid/or!5urface Jmprovement5 !3hould be
repareJ to re
8
pads throughout the en*e site. The developer/contractor is also responsible for any discharges from
d to a minimum depth of 0 inche.5, brought ptlmum-moi5ture conten,
scarifie
4,ri I A 9!5t o
to at le,
subcontractors.
a. Prior to start of any work, a business license shall be obtained from the City,
nt relativ,6 compaction (t7a5eJ on A5TM Test
and recompacted to at least 90 perce
IN
a. §j �ockRjling F BMPs. Additional BSC materials shall be stockpil6d at various tocations throughout b. A Grading Permit shall be obtained, prior to any work on private development. The permft
Method D1 557). The optimum lift thickne56 to produce a uniformly compacted fill will
V X
the site for immediate use within seven days ptior to any forecast rain, On emergency situations, the and an approved set of improwrmnt plans must be present at the jobsite dwing construcaon. # I
NV depend on the type and!5ize of compartion equipment u5ed. Ingeneral, fill 5hould be placed
A VW
W1
developer/contractor shall Immediately make equipment and workers avabble to protect the sfte.
4. Lrronorga�ls_§ikns Approval of these plans by the City does not mrieve the appfleant and eMineer
�VA inches in compacted thickness, Placement and
N in uniform lifts generally not exceedino 8
4
3. Erosj2n g 1 under
__S§j1Mn1 Conho—Is. All ESC measures shall be inspected, restored, repaired or modified of record from the resportsWity for the correction of errors or omiw�ns discovefed durft constuction,
Compaction of fill rohould be performed in accordance with local grading ordinance
A�
\,N
year-round throughout the site to protect perimeters, adjacent properfies, environmentally sensitive'
9 -
rking Hours I engage in or conduct 'n"
5. Wo City Ordinance No. 94-25 states that no person shal the observation and te5ting of the geatechnical consult nt.
areas and all private/publir. storm water conveyance systems. If any erosion or sediment controls fail
constru
S N
otion activity, when the construction site is within one.,quarter of a mHe of an occupied residencel,
during any rain event, more effective ones vWH be required in their place.
between the hours of 6:30 Pm and 6:30 am, Monday through Friday and shall only ergege in or Conduct
j--w 4P % 'N"
d f , I MCNICHIOLS Standard CWr XnOalfatlan
a. Erosi2a,.Conrkuts. Erosio lf�' k -
n controls $hall Include, but are not limited toapplying and establishing: construction activity between ft hours of 7*1W am and 6:30 pm on Saturday. No construction activity ...� % .
P 4f N
.4, ;f - - k, ($etura chair In bott�m dimplet on the ChaMhel$)
recognized holidays. 4f A
vegetative cover, wood mulch, stapled or pinned blankets (straw, coconut or other), plastic sheeting shall be undertaken on Sunday and nationally
(minimum I 0-mil), polypropylene mats, spray -on controls to all disturbed areas or other measures
6. tatory AaenRy Clearanos. The issuance of a permit by the City does not imply or provide any
approved by the City Engineer. Jute neWng shall not be used as a stand-alone erosion control. For clearances from state or federal aWcies mgulating the provisions of state or federal endiangered Ile
Poo,
%
ity Engineer stoPes greater than 4:1, provide fiber rolls and either a bonded fiber matrix produ tapp a rate
c lied to species acts or water quality reguMons. The appropriate clearances from ftse agencies shall be
Z%a=QQ
of 3500 lb/acre or a stabilized fiber matrix product applied to a rate of 10 gallacre. The C . ......
obtakied prior to any sft disturbance or grading. -F Ile
may approve different application rates for slopes less than 41
7. Ponstructign Pb_a.DAe. Any construGton change must be first submitted to the City as a redfirve
04 berms
b. �jAeiMnt Controls. Sediment controls shall include, but are not fin-Aed to: desilting basins, graded revision for reVtew and approval prior to implementing the change In the held. Refer to the CilYs
fiber rolls, silt fences gravel bag chevrons (filled With minimum gravel), check dams, Engineering and Construction Manual,
iber rolls shall be installed in 15-foot increnvrits measured along the
drainage inlet protection, etc. F A pre�c��cfton mee*V sW be scheduled tvm work daYs POW to ft
face of the slope, Sift fence shall be installed along interior streets and combined with gravel -bag or
start of construction. During construction, a dependable and responsive contractoes representative shall slit fence chavrons inside the sidewalk right-of-way or back of curbs.
. . .. ........
Ix at the job site at all tinfes.
4. SLaje, C2n§jLugjt:2n.genera1 Permit If the project disturbs, exposes or stockpiles one acre or more of 4xr
Rk
9. Qtilities. Approval of these plans by the City does not constitute a representation as to the
il, the site must be covered under the State Construction General Permit. A Waste Discharge
so
accuracy or completeness of the location, nor the existence or non-existence of any
Identification (WDID) Number, a risk level determination number and the Qualified "Storm Water
underground ublities within the project limits. Any utility damaged during the performance of
Pollution Prevention Plan" (SWPPP) Developer (QSD) shall be provided to the City prior to issuance of
-all be repaired or replaced to the satisfaction of the gov gency by the
the work sh erning a I* OJT.
a grading permit, A SWPPP shall be implemented throughout the duration of the project and shall be TRUCUM
contractor, at his expense.
readily available to City and State inspectors and updated to reflect current site conditions during
*vow
t Ungrouted rip rap construction, The construction permit can be downloaded at reoord and to kystag street
10. §Kve
_.,X. It shall be the responsUVty of ft coftwtor to not4 the e4lreer of Ile
2. 3' wide graded smie
V/ 1 n.
mmaut gm-Ek.—C-am r 1s§&Mjp ra s/ttormwater, centedine monuments, as required by Riverside County Ordinance No. 491 . Centerilne ties shall be
Z 1 Twide berm
provided to the City Engineer, upon compWon of the project and before acceptance is granted. All
5. Perimeter Protection. Perimeter protection must be instafled prior to any clearing activities. Clearing 4. Fiber rob
existing monurrientation (disturbed ordestroyed duMg construction) shaft be rephwed to Citystandards
shall be limited to areas that Will be immediately graded or disturbed. A combination of ESC measures
in accordance wM the Land Surveyors Act and the Streets and Highway Code, and as approved by the 5. Paving 4" AC
shall be implemented in areas that have been cleared. All disturbed areas of an inactive site, as
6"CL 11 Base
C4 Engineer. Upon request, survey cuts sheets shall be provided to the City Engineer. I
described in the Engineering and Constructon Manual, shall also be protected. 6. Acker Stone Pavers
1-1 .2maLP-olkof. Dust shall be controlled by wateeing or other methods, as approved by the City
6. Construction Access Points. Construction access points shall be stabilized with a combination of rock 7. Trench drains
MD) Rule 403,
Engineer and shall comply with South Coast Air Quality Management Districfs (SCAQ and shaker plates year-round to prevent track -out, Interior access points (all proposed driveways',
8. Sand bags
material storage and staging area entranceslexits, etc.) shall also be protected with rock to prevent 12. Qo_ns.Lrug to" ftnglm. A six fbot chain Unk ftrrm is required on ail IrWusbial and commercial projects 9. Shaker plates
Concrete
track -out onto interior streets- Routine street sweeping shall be performed on all paved streets where urAH roof systems are completed oras deeffmd recessarrby Me Cfty Engh-&w ibr pubft 9WLety. The �:CurbiM
'e"�,Pvc-pip,e
tracking is observed. Vacuum sweepers shall be used when street sweeping becomes ineffective. maintenance of the fence is'ft so* responsNfity of the con"ctor.
7% PVC perforated
'Controlled street washing shall only be allowed prior to the application of asphalt seal coats, and only 12. 6
111 ggggffl. All work pefformed vWthW proper kmpection from the City may be subject to rejection.
when all pednent drainage inlets are protected. .11 DS Catch basins
_ru LXhger CMt cW erosion and sediment control, .14. Spl. Fill area
Hfing basins shall be designed according to the guidance provided in CASQXs u NoWs, Refer to sepande notes for Ograding
7. Desiltina Basins. Dest
construction BMP handbook. Impounded water shall be secured from the public. Signage indicating Pavin.9". and lraffld' reqluirements, if appficable..
5 Silt Fence'
"Ponded Water' - Do Not Enter," or an equivalent waming notice, shall be posted.
8. Vlaterial Stwa e. Material storage and staging amas shall be estatftW. Fuel tanks, portab4e toilets,
Shaker plate w/ stabilized'
constru
liquids, gels, powders, landscape materials and stockpiles of soil shall be stored away from all
t
ion, acce
-ways and flow -lines and shall have
private/public storm water conveyance systems', sidewalks, right -of
secondary containment, Inactive sto&piles of soil shall be covered at all times. Active stockpiles shall
be covered prior to a forecast rain.
FIERCULATION PM5
Pqnsjruc%*n Waste
9. Waste. Construction waste and miscellaneous debris shall be placed in water -fight bins.
de
-out stations shall be provi d for concrete, paints
Wire mesh receptacles shall not be allowed. Wash
stucco and other liquid waste, and shall be lined wth plastic and located away from public right-of-ways,
rain, bins and wash -outs shall be covered wifth lids or plastic tarps.
b, flow lines, etc. Prior to any forecast
EMP, 5AND 5AC-5
N
m S!o
PQ oflon. Storm water runoff shall not be directed over slopes without permanent down drains
installed. ESC measures are required on all exposed slopes unfil sufficient1permanent landscape is
ior to issuance of certificate of occupancy. established. There shall be 100% slope protection in place pri
11. le nfixers shall have plastic liners underneath them vVith gravekbags placed
Portable Mixers. All portab
n the down -hill side of in oners to contain ischarges.
and brow -ditches, terrace drairts, ribbon gutterst
12. Maintenance. All onsite and oftite-flow lines (i.e., v
curb gutters, etc.), storm water conveyanoe systems, check dams, chevrons, slit fences and desilting
basins shall be free of sediment, construction materials, waste, miscellanews debris and deteriorated
ESC measures year-rwnd.
I Obstructions. N obstructions ther ftn 13MP's, shall be Rowed �Mthi anv storm water convevance
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system, unless alternative drainage facilities have been approved by the City Engineer. 4 1// /M
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14. Other ConstLuction Notes. Refer to separate notes for Ogeneral,' "grading' and "paving" requirements.
.5.:
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TDK Consultants
20 ___49
C0UNV:0Fffl.
-12 - July 2012
670
DEPARTMENT OF ENVHtMWAL HEALTH
11:6
SmW D**W 2,500-04A. septir, tank
"a meter
L4 Primary 6y6tem corioi!5t6,of 3 ft
-d
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30 ft. deep scepa,38 pit5, inlet to 126 5 It. below
jjz�: M9
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'FRONT GATE FIRE ACCESS
w S* TV*
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Z. Of A Lace.
-ront gateo shall'be prvvideJ Mt;h a Knox R*d entry box
6 F
ED-1 Exploratory boring F
7 7 �" No. N&A-BI
CFC5w.506.11 Anapprovedlockbox ohall be in5Ufled
Z77,-,:7
-2 T !3t boritiq
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On yatee> where required by Fire Code OffidaI
COURW TO Sew COMWTO
...... ....
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7, Frimaryoy5tem location
7 —, CFC!3eG 5005.2 Property ownerto immediaWy na��
.-- F
xv, Fr
ng The Fire Code Official of �iny chan,3etothe lock &k6v
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AJ COW* RVM SD%* *WW "I be (7) 100% Expansion location
a, �,,
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fm -calif Rfgiow %WQUdi�:Cm"I 9W&
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RECOMMENDED
a rA M", "I. OF Aafcsm
V 1-4 4f j DATE-3
- �ti A . - i -I.,..-. - .-.. . .... I., W. I
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ACCEPTED BY- X7
DATE:
ING PLANS and
OOAP
eo,4 /4 K Two];&, RE,
DMECTOR OF PUBLIC WORKSUTY ENGINEER
4", R051ON/SEDIMENTCONTROL
..........
R.C.E. No. 44223
APN 945- -4 10-005 PM 9426 PCL #2
A-x
WIN ip
POOR 0 I'M I
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I . .- m 15, T! 1:;111! chin for klfifitkg All street trenches,shall conform to City and engineering standards. Referto City 11 fty �
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.. . � . Standard No, 407 "Trench/Pothole Repair for trench maintenance and/or .%%ars. If trenches in close I . I I . .
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. . . I" . I , . proximity and paraft to gutter lines result in leaving pavement str� in distr�ess or less than two feet in L.. . _____ � .
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I I . width (betvveen tm trench and gutter the), said pavement strips shalt be removed and repaved, at the ... . - ..:.,. t.� � . . . . . . . . . . . . I . ... ... . . ;.
... ... . � .
. - � I . . I � . . , , . ,.. I . . . . . . ..:: .. . . . . . . .. - .. K 5TONE FAVERS ' knpecOmm 2 days -in advaive. Phom (951) .
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. - . . . I discretion of to City Engirmer. A tack cost shaH be appfied to join exisfing asphalt concrete and vertical . - ____ -1-...,-_----- ... _. ... , - - .
- 41 T__ ____ . , . -"
.1 . �,:::. I DEPARTMENT OF PUBLIC WORKS A I . ". , IWT_,�� 117 _� . *1 �, �'.. .ri*4*..�.,�., .�
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I :: . I surfaces in compfiance with fte GreenBook. , , 9 v �, . * .* � -P , 47 " . . .
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I . : . . - . ro Avdkm of a mw sftcWm or an addOw to an eAWV sbuctm, PWns -
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__ �. � I . 0 AVE 3EDDING 15A5E . .
_. ... 16. P@tthq Lgt Grade, The minimum AC or concrete . pavernent grade shail be one percent (I %). . . . ; -S-1- .. . . ........ .. .1.1 . ...... .1
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". .1 . - . . � - PAVING NOTES I .� - � il I I kk- .,--,-,--..".�..-.,--l-l'----------,-.-..-�. _-.__--.-1_ . morwngs "I be submdad to the fire depaM7MMt prbr to the appoW of ardtedwW pbm� A Cfty of . .. .
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. . . I . - . I _. .. . .ft w*fte0i" p1m subrTOWs). - - - ,
.. .. i - Twocula approved site pbn 9W be aubafftd a" m1h .
.. --- i h City and I .-il _ �, � - .
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., 17. Gutter UD_ A 3/8 inch lip shall be placed adjacent to concrete gutters -in accordance wit 2"!3Ub13A,c?E CLA60 "2" . .
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I .1� .. _. ... - . - engineering standards. Refer to Standard No. 200, . . PERMEA5LE GRAVEL . .. .. . .. ... the BuNdbg pkm o*. Fffe "rinkler systern(s), alarm .i
. � .
. - . . - . 3. This plan review Or aPPM81 elm= 1 .
;; i � %a W -a � 0 .--...-- .. -.----.--...-........-...-,.-.-....--.�l- - 11._...-___.. ... . ... I—— -- - ------- .
- I . ic right-of-way I . .. .. . 1, - .
. I.. These 'Paving Noteie are intended to be used on all plans for private development and publ . I underground *a firms or s" attm ft Wvhx*w sysftm or mqukW *e depw"Wt pwwsh
- . . . . - , SYSW*4
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. � ... , but not lirnfted W precise grad*Vpaving improvements (i.e., pdvatelpublic parking t' 1 8. p@MbSL � arou nd Manholes. Valve Cover's - M paving around manholes, uft valve covers, etc. - � ... ..... I V . - xWarenateiv=i SIRE fln #ft plan review orapprovai.
- __ - improvements subject to _____a_.etc . . AN - - . M**M a sepwMe plan mbfnft . . . .
. ... - '1111 . UND15TURMD 5011- .
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I' nts and trench I y agency requirements, CAy and .. ...",.......... . A.111=.. ... i .
"I .. lots, driveways, privaWpubiic streets, etc.), "set improvements, storm drain improveme ; shall be in accordance wi.th the GreenBook requirements, ufifft � I 9m" t If5M . . >
- I . --- . I . . . I I ! , 11 I f ! . oft ft kpmd fwft of fire . .
. - I . � . I I I i J . I sW be desigimcl wW ITNAfthtWu to supp
- 1_. ", .. I .. . repairs. I I engineering sWderds. Refer to City Standard No. 503 -Paving Detail Around Marftft." .. . . ::: .. I i . . I .1 - . . ' 4. Fire q*GmWS Mess "ft .- - & J_ .
11 .
I - ;; .. . - I 11 I - .. ! I . app"W 8W, sko be set a suffam sa as W pmwNle aS weafti ddvk* umptOmtres. Access roads shA ; .
11 I I .
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I .. - �� . I ao 000 te. GVW with a mkftum of AC ftddkness of .25 feeL In WCUMOWO Vft Secfibn 141 0. 1, prior . ;
. . - . � . � ; be � I . ..
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1. ,;Z, .. I rt crete Cement &��_ �. _. r - .. ; ... I be buft SW have fte apperaWs MOM . . � .
. , . I . . 1. Standards. All work and materials (i.e., asphalt concrete (AC) pavement, Po land Con % AC Placement. The method of depositiN, distributing (i.e., using a self-propelled spreadWirfthing I . to btMdkq consbuction ON kKafim Wme sbuctures am to . I
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. I 1 .-----------.--..,. .1 Tefflecula MunkipW Code i6.16.020, Section D, 6032.3 . . . e
7 icatons for Pubtic Works Construction machine) and rolling AC shall be in accordance with the GreenBook. . __.-_.-__ ) roads. CFC, Ctopor 5 and I
. I FCC), base course, etc.) shall conform to the Standard SpecW 'ilivilimillopplAw . ..- . . . . . I
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- . .. wring and Construction Manual, City and engineering . " I .
. . . 1. . (Le., GreenBook) latest edition, the Engi& . .
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r I . 131ORETEN51ON 5y5TEM DETAIL . -obshm*m Y*Mi of not tass then (20) feeL .
.
- If - Ill * . 5. Fire DeparWwd whicle access roads Wwffi have an un .
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. I . standards and requirements. � 20. A2Wtance of Product, The contractor shall repair any defective surfacing due to grade sefflement of ...... . . ;
: _ ..... .... __.. . . .
I . . . . . Code 16.16.020, SecNon Di 503-2.11 I .
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. I . . I . I . Teffect4a Mw**W . .
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, . I fills, trench fills or base material, as required by the City Engkmw., No pavement "birdb&&W or . - . . - . . .
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... I . i 1 2. Permit Effluiremenig. A grad ng or encroachment permit(s) shall be obtained prior to paving. Before deviations greater than 1/8 inch in. six feet shefl be accepted. . accew st" be pmNkled to all: bcOm where ouctures are to .
- - - I - . 8., Fire Dqxftnent vehicle I - . . I .
I.- - . .
I I . ' dW hg*,,a WM SMUnd ptovjwd ddowpo ffma are over 150 feet in kmO. For sin* ftmffy I . .
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. . ; obtaining -an encroachment pemik a Cefficate of Insurance and the required bonding (for public . . . , W -r . .
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I - .. I . . - . . dentkd ft required Wn" rafts of 4 *e appo-OWS acCeW foad sW J* a ff&*Yw of a #ft-e4ht e
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- I.. .. . -1 improvements) shall be provk1ed to the City Enginw. A Caltrarts encroachment permit may be required. 21, Pratection.of Work. The contractor shall: (a) protect existing structures sidewalks, .1. - - I .. , .
- % . I . . . . . . .
. . . - - � I - I I . . . . 1 (38) fml,aAsWe radius- Twocula Mw"Val Code,,15.116.02D, Seckm D, 503-2.4 . .
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- . . . . I - .. . . landscaping, catch basin depressions and other surface ftatures against damage caused by paying . . . -
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. . , I - .. . shall be used on all.base grade surfaces prior to paving. . , . . ,.�, . ; . . I
. 3. Soil Sterilizer. An approvel ,soil sWlizer . ., operations and asphalt spray; (b) protect completed work; all vehicular traffic (i.e., moving or stationary . . ,he fite appwatus aoms mad sho be wdm the Wnft estabWsed by the Fire Chief bawd - I .
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. , . ; 7 '-- .. 9. The graft of, I .
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. . -
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. � 0 will exceed 15 percerd. Grade trarmftm shW not . .
I I . ... � . .. on ft fire deparWmfs ql*argus, howeve�r, no grade .
. ., - . t . . . loads) shall be kept off newlypaved areas untH pavement'surfaces have cooled down adequately; (c) : _._ .... � . I . . . ..
I . - , .
.� , L .�,' I �, Fire Depwbmd q*wvittts ma*wn OpPmwh WW dePwWrO "*ts 8s . I
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I .. �1255J . .1 I exoeW the CIty of TeffmaiWs .
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. - . I - I '. . . . detem'dried by dw Fire CW. Terreculla Mw*#W Code 15.16.020, Section D, 503.2.7 .
'. . .
- I . . . . . � i ime periods elapse . . . I . -
. . I construction traffic (or when long ti before AC is placed), as determined by the soils operation of valves after paving, remove all debris, rubbish and excess material from work area, etc.). ***��
. 4� Pftme oat Prime coat is required on subgrade or base when the base is subjected to substantial clean the site (i.e., remove loose pavement and aggregate, clean out all manhole pits, ensure free
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� .... ; I - . *'*� . . - I 10. New -and existirQ WldkW shM have 4paved addnass numbm, W*" numbers or appiroved . I
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. . and approved by the C4 Engineer.
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I � . . 22. IQLhqr Co01tLu_chLq1.Notes. Refer to separate notes for"gerteral,"grading," and "erosion and sediment . -_ . ' _', . q1ft and vWdAe frorn to stvot or mad *oMft the . I . .
" ".. � I I - I _ _ . . - - WWffmftn pk=W in a posfflon th* is PW.* k , I
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I - - -, 1? 11 5. nme I Stunly. Priorto project final completion and acceptance of streets into the City's maintained control requireff.wft. . . .... - I ' . . - ,%.... DRIVEWAY CURD DETAIL I . I . pmpmty. Ttwse nmbem shM 00060t VM ft* ws"PA. .:311r11& Maw I 1 Rotm aw mu"Mity I
.. --.-.---- — __ — - - ____ ___ . . '. ... ....,.- . I . .
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- :. ... . � system, Type I Slurry shall be placed over the asphalt concrete paved project stre�d(s), as directed by '.1 ,,,< '�� -4 . I q I . _.� I .. ..... ;. e . . I .
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6. I ... � I -...- " ., %�_, . L�. ., .J 4� .f '. - . Bureau. Temecula MunicipW Code 15-16.02D, Section- D, 505.1 .
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L .1 . . 1. i I . imm'.." P. I - --- --- I WIN I;$ "I I . �', . - -T_ '- . . 2 . . .
. , . - � the City Engineer. The entire roadway-viridth shall be swept at least 3 times or as directedby the City _. i2 - . o el-.1", ,Itmi.1 . _ . . - - .
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- 1 � AC materials shall conform to section 203-6 of the GreenSook and City Standards. Downspout catch basins are , ��.L"5""'.��li.,���"'��ll.t,�'.1'..-.,��,� - . . , -1 q�?-=, ,,,-- ., �501 ,.,.'-�,,,1,,,,Ai M ,--- ..�- �",�,,,,�-,i.,,',,.-",-":.,.".. .� .. .11" -
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minimize shoving, the City reserves the right ",\ �111 _� M.- , _'��'I" .. "'Wi, "M
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ist shoving and rutfing, angular aggregate p4dicles with a , , - '. 4; 1� t .1"A"
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rough surface texture, etc.) in compliance with the GreenBook and/or Caltrans spec c tions, 4, L , , , , _ 15re�
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_71 . I - 1. Base materials shall conform to provisions of the GreenBook and current City standards, .� , 4, ,",�,,.,,, . �. I � .
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- I � . I Miscellaneous Base (CMB) per sections 200-2.2 and 202-2.4 of the GreenBook L Principal and :, 7."�, �-- �_.-W__ \11\ L, - " I �1, `,�,` , ,A,� - Li -, ,�,� . W WIR, �m V7, 4. Fiber rolls . �
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. 'J. Urban Arterial roads require CAB. .% . . ... . . 1� . , ..L! . � - `41 0, 1, *1 J .i � � .
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. .. c, Portland Concrete ge—ment. All PCC used shall be in conformance to the GreenBook. _.. . . _.. . _ L% , ? k — - Ou L 1 1110 V-114 J : I !.
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I Mix Qg§:igns. Ten wo . I � . . \ " I�Q " �, I- , / 8. Sand bags -
. 10. rking days prior to paying, the proposed nfix design(s),from the supplying asphalt or - - aA�;i5 . , . ./* � , �n,11'11'�Ir�, _�"., '_ , L - -.., -, - -1 -------
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. .- I : concrete plant shall be submitted to the City for review and approval- The mix design(s) shall clearly PERMEA5LE � � t " .i:. ..,.., .. -; - -L , ,,� ' M10, 0 M'' am-vpnvm�f 9 ,& 'IN & Q 94 0 / 9. Shaker plates
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i - show that the design meets all City and GreenBook requirements .... .... 1 L . ...: I ", . W 'r-7 � - "" .
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. � .1. I 1, Street Sechons. Street structural sections shown on plans are tentative (i.e., the)(re used for bonding '� . ", � V �5 C4,W 'A�Ikl _el ,� I .
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.. . '. ! ents shall be determined by additional soil tests, after . - I ik \ . � I N X11.!"'
. structural section - - -, - - - I- 4w-.�11 . I . X, L 6 � �;�� -1 , .
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, I rough grading. The structural section design shall be reviewed and approved bythe City Engineer. Said .. . 3 `��,,, . .111, 14. Spl. Fill area ;
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- � I design shall adhere to the methodology set ibrth in Chapter 600 of Caltrans Highway De i n Manual 1. I . . . .4 - . . 15. Silt Fen '
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I I "R" value tests shall be conducted in accordance with �', . .��" 21: o ", , .
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and shall utilize the "R" value method (i.e., I . 10R7 *--�� -__-� � --I-- _ . - 1�v_� , .- .
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I . I California Test No. 301 and shalfbe certified by a registered civil engineer),. The numbe' �... _', I I .... ...... . ..... ...... . . L I � - . I . . 11� I I
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I of these tests shall be subject to approva . I . I I -
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" . 1. ". 1. F, .12. Corrivaction. Prior to placement of base material and AC, compaction reports by a soils engineer, ..'_-'—'fg I----- . 1.6.1 . ; - It 615 ". - i, "! , _. - . . . . . ,*-** I I
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. . I " certifying 95% compaction of sub -grade and base material, shall be su ROOF & PATIO RUN-OFF DETAIL
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. . I . . . . . Compaction test observation of sub -grade and base grade materials shall be coordinated to include the I'-- .. .. .. I .. ...
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