HomeMy WebLinkAboutBook 1 Pages 44-46 Parcel 39 Precise Grading 77,
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RA
IL ENGINEER SOILS ENGINEER:
OWNER: CII'l Y F _'T E E C LA
CONSULTANTS'& 0 VV
,REDLANDS SOILS
SOHAN & KULDIP SIN ASSOCIATES, le
44750 KIT CT., 621 S. BUENA ViSTA ST. 23251 KENT COURT aft
RAI
OWN
MURRITA,CA 92562 own
TEMECULA,CAk�9 REDLANDS, CA 92.73 P B ft I'M /44 4b, rARCE it.
2
951757.0853 951.304.3935
PRECISE. GR` "'A' DIN"s G P L W'AA_
I
el,
36ENE DIMENT CONTROL NOTES:
RAL NOTES:
-o water 6onve ance system-(natur6Cwater'courses,
I.Filtere Runoff.,All runoff shall be filtered prior to discharging from a site or to any type of privaite or public start
y
t e e current e'ditio'n' of the' Qff�'s improvement tandard Drawings for Public Works
-ditches,storm drains,flow-lines, inlets, outlets, etc.).All non-perm ed discharges are prohit�ited from entering anysiorri
1. Standards.All work shall confor to' �h requirements of th Construction(and subsequent
streets, gutters,cuncr6te-lined V n water
the City's Englfiee'ring�and Construction Manual, Cliy�cddes and requirements. -,;,
amen
Rb
i�rs wering i�aic ine is riot accep able):
LIEFEF
M year-round -------
conveyance syste
en6v Tetepho' h Q, - T
2.Emerg n � 3`13JEC
e Numtre (Ans t
2.81___!42na em6nt,,�racftces P -round, pollution prev'ention measures,also known as Sei�`t Man4inieiit Practices (BMP's), rpust be installed.prior to any 1,
Year
field activities.'BivIP'ti tior s s
andbooks can be downloaded at Aww.c�bijjp aildbq com. Additional erosion preven n and edirnent control(ESC)measure must be
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installed and rnaintairred prior to and throughal it each rainy season. The developericontractor is responsible for ESC measures throug'hodt the duration ofthe project
(Responsible PersordDeveloper) (Company) .(24-hr'Phone Number)'
for all clearing, diskiiig, grading,excavating and stockpiling activities,and on all exposed slopes and Inactive pads throughoUt the entire site.The developer/contractor
is also eespon ible for any discharges from subcontractors.
f s ithif' sev'6 days prior to �ny foredasi
of BMPs.Addition al ESC materials shall be stockpiled at v;arious loc'atioiis�throughout the iii ia ur immediate u e W I e
(Responsible Person/Contractor) '(Company)
(24-hr Pho'riib Number) me
ituati fis, the develo dcontractor'shall immediately make eqvipment and waf kers available to protect the site.
rain., On e rgency 0 pe u-
ity,
3. 3.Erosion and Sediment Controls. All ESC measures shall be inspected,restored, repaired or modified 'year-round throughout the site to protect perlmet6rs,
adjacent
-ice systems. If any erosion or controls fail du more
properties, envirorifflentally sensitive areas and all private/public storm water conveyas sediment ring any ral�dVent,
a.Prior to start of any work, a bosiness fic4nse��fiai e'66tain4dfronfitti6'Cii�.
effective be required in theplace.
b. A Grading Permit shall be.obtained, Prior to 4ny'wicirk on private development.The p' frift"arid,an approved set o:,f improvement plans must b ,res-et' t the jobsite
a,Erotjoh Controls. Erosion controls shall include, but are not limited to applying and establishing: vegetative cover,Wood mulch,stapled oroinned blankets(striw,
during�onstruction,
coconut or other),'plastic sheeting(mi polypropylene mats,spray-on contrbls to all di iurbed areas or other measures approved by t ity Enginee
these 0 ans,b, he C ponsibility for the correction'of errors or
inirnum 10 ihe C. r.
4.Errors or Omissions.Approval of ity does not r teve the app icant and engineer of cecord from the res�
y t
Jute netting shall hot be used as a stand-alone erosion control, For slopes greater than 4:1. provide fiber rolls and either a bonded fiber matrix product applied to a
s
omissions discovered during construction.
ate of 3500 iblacre,or a stabilized fiber inatri product applied to a rate of 10 gal/acre. The City Engineer may approve&ffere'nt application rates for slopes less than
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S.Work Hours. City Ordinance No. 94-25 states that no' sh 0 e�gag4 t6 or 6o4duct'constru,ction activit '�vhen the construction site Is within dn' e-q'uarter of a mile 4:1
person a Y
9
ent controls shall include, but are hot limited to.- desiltin' J basins,-gr6ded berms, fiber,rolls,silt fences,gravel bag chevrom(filled with
;e, between the hours of 6.30 pm,and 6:3G am, Monday thiou�h Friday arldshaii only engage in or conduct construction activity between the b.Setfimon't'dohtrols.Sediiii
of an occupied residenc hours of 7:00 am and 6:30 pm on Saturday. No construction activity shall be undertaken on Sunday and nationally recognized holidays.
rininil-TILIM i/4",gravel),check darns,drainage inlet protection, etc. Fiber rolls shall be installed in 1 5-foot increments rn6asuied along the face of the slope'',Silt fence*
Bea
�Latciy no C�e rices. ves net imply or provide any cloaran6es from state or federal agencies regulating the provisions of hall be installed along interior streets and combined with graval-bagor silt fence chevrons inside the sidewalk right-of-w, y gr back of curbs.
Issuance of a permit b�the City do
state or federal endaingipred spedles�acts or water quality regulatio
v re
ns, The appr 6priatd,ciear�ances Crorn these agncles shall be obta ined prior to any site disturbance or 4.State Construction General Permit, It the project disturbs,exposes or stockpiles one acre or "more of soil,the site must be Go e d under the State Construction
General Permit,A Waste Discharge Identification(WDID)Number.,a risk level determination number,and the Qualified"Storm Water Pollution Prevention
7. Constry tLo2 Any'6c- revision I .............
nstructiori change must be first su mitted to the City'as a fine for revieW and approva prior to im ementin'g the ch,inge,in the' Plan (SWPPP)Developer(Q8D)shall be provided to the City P60T to ISSLance of a grading permit. A SWPPP' shall be implemented throughout the duration of the
c field. Refer to the City's Engineering'and Construction Manual. A
s a ad tw o ay§ prior to t e start of constrb ,ring c6fistru I ction,a downloaded www.waterboards.ea, v1yyat9:1 ru
_e adul' j W (,I h ction. Du _iq�uellpripgrai-tisistormwaterfconst ' ction. AF
project and shall be'readily avallable'lo City and State inspectors and updated to reflect current site conditions during construction.The construction permit dqn he
e,Er -qonstruction Meet Apre-c6nstru'c'ttcnrn"e"eti'rig hilibesch dependable
responsive contractors representative ShAll be at the job site
at all times, 5.Perimeter Protection, Perimeter protection must be installed prior to any clearing activities. Clearing shall be limited to areas that will be imimediately graded or
AT.S.
9.Utilities. Approval of these plans b the Ci�y does not constitute a representation as to the accuracy or completeness of the, l6cation, disturbed.A combination of ESC measures shall be irnpleinented in areas that hav been cleared.All disturbed areas of an inactive site.as described in the
nor the existence cr�non-existence e
of any underground utilities within the project limits,Any utility damaged during th6 performance of the work shall be repaired or replaced to the satisfaction ofthe Engineering and Construction Manual, shall also be protected.
20
governing agency by the contractor,at his' expense, WS, R2W. SEC
6.Construction Acc6ss� Point�. Construction access points shall be stabilized with a combination of roc�and shaker plates year-round to prevelittrack7-cut. Interiora6cess
10.8urve It shall bathe responsibility of.th4contractoi t6'66tify the enginee'Wof re66rd arid to monuments, as required by Riverside' Points (all prop, osed driveways, material storage and staging area entranceslexits,etc,)shall also be�protected with rock to pre*erit track-out onto interior streets.
Co'Linty PRIVATE ENGINEER'S NOTE TO CONTRACTORS: ,
Ordinance No-491. Centerline ties,dhall 6e provided t&the City Engineef,u'poh cbmpletion of the project and before acceptaco is granted.All existing moriumentatt' n Rcutine' street sweepinghall be performed on all paved streets where tracking is observed.Vacutirp sweepers shall be used'when S'tre'et s, b
weepin abrnes ' CATION 'TURE HOWN Of4,THESE
9 THE EXISTENCE-AND L?J OF ANY UNDERGROUND UTiLITY PIPES,CONDUITS,OR STRUC
(disturbed or destroyed,during constructiJn)shall be'replac6d to City standards'in,accordance with the Land Surveyors Act and the Streets and Highway Code, and as ineffective. Controlled street v�ashinq shall only W allowed prior to the application of asphalt seal costs,and 6nly when all pertinent drainage inlets at
e
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILA13LS RECCRDS.,TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO
EXISTING UTILITIES EXCEPT AS.SHOWN ON THESE PLANS.THE CONTRACToR IS RE:QUIRED TO TAKE DUE PRECAUTIONARY
approved by the City Engineer. Upon request,survey cuts sheets shall be provided to the City En�ineer. 7.Desiltln�q
Desilting basins shall be designed according to the guidance provided in CASQA's 66hstruc'tion BMP handbook. lmpouhd�d water shall be secure-d
MEASUkES TO PR6TEC'T THE UTILITY LINES SHOWN ON THESE DRAININGS. THE CONTRACTOR FURTHER ASSUMES ALL*
onlrol-Dust shall be controlled by'watirin' 4 or'o'[,he-r miethod�, as' approVeci by the'City ng r nd ihalf'co' mply.with th Coast Air Oualit�Management Signa indicating'Ponded Water Do Not Enter,'or an equivalent warning notice,�shall be posted.
11.Dust C E ' 'ineer�6 from the
ge LIASILITY AND RESPONSIBILITY FOR THE UTILITY PIPES,CONDUITS, OR STRUCTURES SHOWN OR NOT SH01NN ON THESE
Districts (scAQMD) Rule 403.
8.Material Storage. Material storage and staging areas shall be established. Fuel tanks, portable toilets, liquids, gets, powdeisi,`Iaridscepe materials arid stockpiles 0'facil
n a in, d ess�ary by the shall be stored away from all private/
12.Construction Fencin A six foot chain link fence is reri6ired 6 it , 'dutrial and cbrifffisiicial projects until,roof systems are completed or as eernedneb iidewalks, right-of-way' s and flow-lines and shall have secondary contain"rit. inactive
public storm water conveyance systems, '�TOAC TOR SHALL VERir-Y ALL CONDITIONS AND DIMENSIONS AND NOTIFY ENG INEER OF ANY DISCREPANCIES PRIOR To
Go
City Engineer for public safety.The maintenance of the fence is the sole responsibility of the'contractor. stockpiles of soil shall be covered at all tirries.Active stockpiles shall be covered prior to a forecast rain.
COMMENCMENT OF VVORK.
All work performed without proper Inspection from the City may subject to rejection. 9.Coi�struction Waste' Construction wste and miscellaneous debris shall be placed in water-tight bins' Wire mesh receptacles shall not be allowed.Wash-cut static,
ns QUANTITIES ARE ESTIMATES FOR PERMIT PURPOSES AND CONTRACTOR SHAL VE
L kIFY, QUANTITIES DEPENDENT ON THE
shh be provided for concrete, paints,stacco and other liquid waste, and shall be fined with plastic ad located away from public right-of-ways,flow lines,etc. Prior to
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14.OtherCoritruction Notes. Refer to separate notes or"gradln ,� sedini6rri 6ontrol,""paving" and"traffic" reqwrernents, if ap plicable.
CONTRACTOKS WAY OF BUILDING.
any f&recast rain, bins and w9sh-o6ts shall be covered with lids or plastic tarps.
CONTRACTOk AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
,GRADING NOTES: e e
tProtection, Storm water ruboff shall not be directed over slopesithout permanent down drain
s installed. ESC measures are required on all 'kp6s d slopes'
THE COURSE OF CONSTRUCTION OF THIS PROJECT,.INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
of certificate of occupancy.
ing related actrvi 1,e'i s, too-k cle,airinig"'6 riasion &sediment control,etc.)shaF be performed In acc t FE6UIREME-NT SHALL APPLY ,CONTINUOUSLY AND NOT BE LIMITED TO NORL4AL WORkING HOURS;AND THAT T�4E
I-Standards� All construction"and gra'd ordance with Chapter until suffiClent/p6rmahent landscape is established.There�shall be 100% slope protection in place Prior to issuande
VNERS,AND T14E ENGINEER HARMLESS FROM ANY
18 of the City of Temecula Municip11 Code,the Engineering and Construction Manual,all applicable standards,the latest edition of the California Building Code 11.PorLible'Mix6rs:All portable mixers shall have plastic liners underneath them with gravel-bags place d on the down-hill side of the linem'to contain disc arges.
h I I cONTRACTOR SHALL DEFEND, INDEMNIFY,AND HOLD THE CIT i Y,THE OV
(Appendix J)and, 4 applicable, the State Watee Resources Control Board (SWRCB)N aficidai Pollution Discharge Elimination System(NPOES) General Permit for AND ALL LIABILITY,REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJEdT, EXCEPTING
12.Me 'i s, ribbon gu tter6 curb gutters,etc.), storm water conveyance systems
it tendric 'All onsite arid offsite flow lines (i.e., v-and brow-ditches, terrace drain check ENGINE8Fi.
FOR LIABILfTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
Construction Acbvitle
ste, misceliane s debris arid deteriorated ESC measures
dams,chevr ns,.silt fiincesand desitting basins shall be free of �ediment, construction materials,w� ou
NOTE:
2.Permit Re A grad" to ,
___,,,q�irements. ing Poirnit'shalt beibtained prior commencement of ah�*work on thd�ite. year-rouird.
EET RIGHT OFAY WITHOUT AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS
-No WORK To BE PERFORMED IN THE STR
3.Notlfi,.-atlons. Public Wdrks*shall be notified'via the Pu lbio Works Inspection Line�at(951)30M395 at iea§t 24 hours in advance of beginning any col"i'struction/grading
13.bbstructions No obstructions,other than BMP's,shall be allowed within any storra water conveyance system, unless alternative drainage facilitles�hav� e' been
DEPARTMENT OF RCITY OF TEMECULA
provod by the City Engineer.
Pp -CUT AREA bNDER BUILDING SHOULD BE OVER-EXCAVATED 21t BELOW FOOTING AND 'BE�OND BUILDING L
INE AND
All constructi tes shall be done in(ion ormance with recommendation's of e' V'eitigation by CW SOILS dated 1/2712017. Said 14.
4.Soils on/gradin"g activit f th preliminary soils in g
01.,er Construction Notes. Refer to'separate notes for"general,' rading'and"paving' RE-CQMPACTED WHEN A BUILDING CROSSES CUT-FILL TRANSITION.
------------
report shall be considered a part of this grading plan.
-EXCEPT FOR THE RETAINiNG WALLS IN CONJUNCTION WITH THIS GRADING,ALL INFORMATION.ASSOC iATEb WITH BU113DINGS
CONSTRUCTION NOTES:
1 DING AN D 3
LIE E N D. �INCLUDING SETBACKS AND FF ELEVATIONS)ARE FOR REFERENCF-ONLY AND THE AP ROVAL F TH S GRA PL 0E.
I -CONSTRUCT RIP-RAP PER DETAIL HEREIN (47xg)FOR SPEED REDUCTION AND SILT REMOVAL--_- 4 EA
a.Maximum cukarid fill slopes shall bd 2:1, unless otherwise'ap'proi6d by the City Enginlie?;and s�iall comply with the recommendations of the soils report. Fill slopes NOT INCLUDE ANY PROVISIONS ASSOCINTED WITH BUILDINGS-
W WATER, CENTERLINE SY!STEM I
shall not have less than 90%relative compaction out to the finish surface. -T�E ENT GINEER WHO PREPARED ANb SIGNF-D THE GRADING PLAN HAS VERIFIED THAT PROPOSED L)RAINAGE
Ir'T f'r1K1f'r7T7TC DAIlMn 1KfT=P(1r:r>TnP P
b.Fill material shall not be placed an existing ground unti I Moil" CbNSiSTENT WiTI4 NATURAL DRAINAGE PATTERN OFTHE SITE AND VIILL NOT AFFECT ADJACF-NT PROPERTIES. -
- I R/W RIGHT OF WAY P_ = PROPERTY LINE Al
if the ground has been cleare��,d of weeds, debris,topsoil,vegetation and other deleterious material, If the slope , -I
HP = HIGH POINT FS - FINISH SURFACE
ratio exceeds 5:1 and is greater than five feet, the terrain rhust be keyed and benched inio either bedrock or native soil, s directed by the geotechnical engineer.
PROPERTY DESCRIPTION:
c. Stabilily calculations with a factor-ol-safety of a� 0 OWY DRIV E WAY FG FINISH GRADE -CONSTRUQT DRIVEWAY WITH T PCC CONCRETE OR 4 AC OVER COMPACTED 1,586 SF
t least 'no and five tenths(1,15) be submitteJ to Public Works by a registered civil engineer,soils engineer or
S)W=SIDE WALk NG NATURAL GROUND AP ON FILE IN BOOK 1 PAGE 44 OF PARCEL MAPS, RECORDS OF RIVERSIDt
geologist for cut arid fill slopes over 30 feet in vertical height. THAT PoKnON OF PARCEL 39 OF PARCEL N1
COUNTY,CALIFORNIA, DESCRIBED AS FOLLOWS:
I?CC OVER COMPACTED NATIVE-.i-- 1 4 F
PP ,= POWER POLE TOG =TOP OF SLOPE
r4 CONSTRUCT CONCRETE AREA WITH 4
d� All grading shall b4 dohe'thider the supervision of a registered civil engineer, soils'engineet or geologist,who shall subiiiit two�sets of written certfflcatio,�l that all fills
EST 681.13 FEET THEREON FROM THE
FL FLOW LINE ' EbP EDGE OF PAVEMENT BEGINNING AT A POINT ON THE EAST LINE OF SAID PARCEL, NORTH 70 35' 19"W
over one foot in depth have been properly placed.
HOF;
SOUTHEAST CORNER THER7
FH FIRE HYDRANT TO TOP OF AC DYKE
6. --GATE SHOULD BE REMOVED ACCESS bNLY FROM DEPUTY RbAD/LIEFER ROAD ACCESS IS RESTRICTED �-�'T 681.13 FEET TO SAID SOUTHEAST CORNER
HENCE SOUTH 7' 35' 19"EA
T
GB =GRADE BREAK EX EXISTING 5 ROAD PER GENERAL PLAN. H
FROM NICOLA,
de concrete brow itc" 66's' to stor ff d errns a ong the top of all graded slopes or thr feet in vertical THENCE SOUTH 66000*22'V 1_:ST 308.29 FEET ON THE SOUTH LiNET EREOF,
a.As applicable, provi d m, ows or provide gra INV INVERT
height oi�that are'adjacent to graded areas, to direct surface runoff away from the top of slopes.All draina4e devices shall be constructed per the aporov,�d plans. COO= CERTIFicATE OF TH�ENCE NbRTH,7' 35' 19,WEST 791,08,FEET TO A LINE BEARING SOUTH 86" 50*04!'WEST FROM THE POI,NT OF...
........ FENCE LINE 6 BEGINNING.
CONCRETE SWALE PER DETAIL --------- 30 LF
b.Existing drainage courses s-hall continue to function all times. No obstructiciA of flood plainsr natural wat&Courses shall be permitted.
To THE POINT OF BEGINNING.
THENCE NORTH 86'50'04" E;,1-7'T 296.62 FEET
DAYLIGHT LINE
c. Temporary drainage shall be provided until permanent drainage structures are Installed. Protective measures shall be implemented to protect adjoining and EST,
SAID PROPERTY,AFFECTS THAT PORTIONOF SECTION 20,TOWNSHIP 7 SOUTH, RANGE 2
SAND BAGS IN CHEVRON FORMATION
(7 --REI�OVE EXISTiNG CHAIN LINK FtNCE'PRIOR TO GRADING 210 LF GROSS REA:4.998 AC
downstrearn properties from silt deposition and ponding wat6e during c�ohstructionlgrading operations-
EDGE OF PAVEMENT NET AREA:4.414 AC
d. Approved protective measures and temporar�drainage prdvisions must be Used to protect adjoining properties during thia grading project.
FLOW LINE
e.Drakiag6 easements shall be kept clear'of all obstructions'-no twilding or v4la shall be placed within the limits of easements,
'TOPOGRAPHY:
EROSION &SEDIMENT CONTROLCONSTRUCTION NOTES
f. The minimum gradeor concrete surface drainage facilities shall be a one-half percent(0.5%),
FILL SLOPE _Y PERFORMED BY REDLANDS
ALL i3MPs SHALL BE IN ACCORDANCE WITH MODEL BMPs FROM THE CALIFORNIA STORM-WATER BMP' SOURCE OF TOPOGRAPHY IS A SITE TOPOGRAPHY SURVF
7.fjqp�j�E!y orners.,All p roperty corners shall be clearly delineated in the' �L T
field p for to'cornmencement of any construction/graing activity,as directed by the City
HANDBOOK FOR CONSTRUCTION AT WVVWGA13MPHAND80OKS.COM 000'CONTROLMAPS.
CONSULTANTS &ASSOCIATES ON 10j0312016 AND RIVERSIDE COUNTY FL
Engineer.
STABILIZED T 00INT IN ACCORDANCE -1 FROM -50'04'E PER PARCEL MAP ON FIL BOOKI,
C�2) CONSTRUCTION ENTRWEXI � E IN
�NITH BMP#TC
-BASIS OF BEA
qd blic Works Ins ectiorr Line at(1451)303-63 5. Submit th 1 0-- " 1 1 - r
RING IS LIEFER RD. BEING N86
'UT SLOPE
9 e following:
'rad!
8.E2ua 7 nq_Iri_p tions Prior to Bq�djE�PeftEit. inspections shail'berie" CALIFORNIA STORM-WATER QQNSTRUCTION'' HANDBOOK, MINIMUM DIMENSION 20-L N X 2
�LG _J ques;led via'the F u P Ci G I
PAGES 45 THROUGH 47 INCLUSIVE ,OF PARCEL MAPS. RECORDS OF RIVERSIDE COUNTY,
WIDE PART OF WHICH mAY BE CORRUGATED STEEL I EA
a. two sets of pad elevation certification(i.e.,rough grade)to include 6statemem that the pad elevatiain complies with the apprpved grading plan, Certification shall be to C�LIFORNIA.
G ALL PROPOSED DISTURBED AREAS LINE
line, grade, elevation and location of dutifill slopes. INSTALL SILT FENCING ALONG N
OTE:PER CASQA BMP SE-1--- ------ 693 LF
fies with m ations of the preliminary
b. two sets of pad compaction certification (Le.,final geotechnical/soils r6porii'i6 iriclode'a'statervent that thi�grading comp, rec6 'merid EARTHWORK QUANTITIES
soils report. CONSTRUCT GRAVEL SAQ EROSION CONTROL ALONG PROPOSED SWALE EVERY 100' IN CHEVROI THE PROPOSED IMPROVEMENTS DO NOT AFFECT THE EASEMENTS ENCUMBERING THE
TOTAL AREA DISTURBED: 0,71 AC
FORMATIONS SHOULD CONSIST OF I BAG HIGH AND 1 BAG 315 LF
PROPERTY,
Refer to the City*s ristrUchon an',1
9.Final In§ E6 al.:, 7,150 SF
pection Prior I TOTAL IMPERVIOUS AREA.
CONSTRUCT GP�AVEL BAG EROSION CONt�dL ALONG TOP OF FILL SLOPE UNTIL STABIL17-ING OF
CUT((,7,Y) FILL(CY)
10,Post G
grading activities shall include, but not be limited to,�in:`s'ta1ljn'g where appiicabie, groundccver,trees,shrubs or acombination th& of in
RMV 0 1,340 SLOPES, 1 BAG HIGH,1,BAG WIDE.-�------- ------------- --------------------- 2EA
accordance with the Temecula Municipal Code prior to final inspection. Slopes over four feet in vertical height shall have permanent irrigation systems with backfiew
SHRINKAGE @ 10% 0 0
prevention devices per the'U.P.C.
SHRiNKAGE OF OVER;� -37 0 'N 0-77,U!,B 1311 N 0 1 C L -GRADING iEETIN WITH PUBLIC
FARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE N 6
ra' SUSiDENCE @ 0.0- 0 0
11 Other Construction Notes. Refer to se0a t�notes for'paving," general".'ain'd"erosibri a'rd sedim�nt control" requirements. WORKS. ALL PROJE'CT SITES CONTAINING,SUITABLE HABITAT FOR BURROWING OWLS.WHETHER OWLS VVE-:RE FC)UND oR NoT,
lfff7 A04
TOTAL$ -37 1,340 -DAY� ECONSTRUCT10N SURVEY THAT SHALL BE CONDUCTED WITHIN 30 DAY8 PRIOR TO GROUNr,
RE(�UIRE A 30 � R
- SURVEY INDICATETHAT NO
DISTURBANCE TO,�VOID DIRECT'i'AKE OF BURR0WING OWLS, IF THE RESULTS OF THE
IMPORTiEXPORT- IMPORT 1 377 CY BURROWING OWLS ARE PRESENT ON-81TE,THEN THE PROJECTMAY MOVE FORWARD WITH G,RAIDING,UPON PLANNING
UNPERGROUNO SERVICE ALEgr APPROVA' T
DIVISION L� IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING ON-SITE DURiNG TNE PRECONSTRuc ION
-DRIVE WAY LENGTH, 25 LF SURVEY,THEN fHE'FOLLOWING RECOMMENDKI"IONS MUST BE ADHERED I TO� EXCLUSION AND RELOCATION ACTIVITIES MAY
NOTES:
-r�E BREEDING SEASON, WHICH IS D' EFINED AS MAkCH I THROUGH AUGUST 31,WrrH THE FOLLOWING
NO'T OCCUR DURING
THE F�R' OP' ERTY OWNERIENGINEER OF RECORI)itO�TRACTOR SHALL ADHERE TO THE CITY
FXCERVION: FROM MARCH I THROUGH MARCH15 AND FROM AUGUST I THROUGH AUGUST 31 EXCLUSfON AND RELOCATION SHE E T INDEX R&IEWED FOR COMPLIANCE WITq
OF TEMECULA�S STANDARD NOTES AS SPECIFIED IN APPENDICES U, E, F, AND G OF THE
CALL TOLL FREE
ACTIVIDES MAYTAKEPLACE IF IT IS PROVEN TO THE CITY AND APPRbPRIKfE REGULATORY AGr--NCIES(ir-ANY)THAT EG0 TITLE 24 DISABLED ACCESS131LITY ONLY
�ENGINEERING&CONSTRUCTION MANUAL- (1,E. SECTION 6-2) IN ACCORDANCE Tb CHAPTER!
SHEET
LAYiNG OR CHICK R'EARING IS NOT TAKING PLACE. THIS DETERMINATION MUST BE MADE BY A QUALIFIED 010LOC313T.'
SHEET 1
6 OF THE"CONS-MUCTION, GRADING AND ENCROACHMENT'ORDINANCE No 13-01
THE CONTEN' T' S OF THIS AiREVISION SHEET-2'- PRE�LISE GRADING PLAN
D G
COP)ES OF THE NOTES SHALL BE AvAILABLE.ONSITE AT ALL TIMES URIN THE IF CONSTRUCTION IS DELAYED OR Su3PENDED FOR MORE'f HAN 30 DAYS AFTER THE SURVEY, THE AREA SHALL BE
SUPERCEMS ALL PREVIOUS VERSION8 OF THIS SHEET3------- ------EROSION SEDIMENT CONTROL PLAN
CONSTRUCTION OF THE PROJECT,
RESURVEYED.
''PLAN. APPROVED 3
fl T
TWO WORKINd DA'Y'SsEFORF �ou old
gra Wip 80.
ONSTRUCTION RECORD DA TE 8Y REWSIONS ACCID DAIF BENCH MARK EAj Designed i�, Drown
Bv� Chocked By
SCALE C I V 14
W I i-_ AfhVI&A ,
-CITY 97AF T D�PAR
KSF MEMIMNST. ITEMC2 SHT 2 KF KF KF TMENT OF PUBLIC, WORKS
zl� DA r RECOMMENDED 8 TE.
OF 3: DELETED CONST. ITEM
Contractor nPAVED TBM: Z13796,
Plons Prqpared Under
INTERCEPTOR DETAIL, PLAN Supervision Of
-:D PAVED I"IF VVIRCE 12116 TAG, DN 1.6% A A A
DA rEi 21
SEPTIC TANK& LEACHLINES, DELE b ACCEPTED BY-
Ill-Spector INTERCEPTOR, ADD ED FILL DIRT AND GRADED E� 6,297,105.41 PM B A 6-PARCEL 3n
PA THOU45�
TO REVISE DRAINAGE SWALE AWAY FROM BLDG. N.2,141,198,87 KHALED S FARAH
Date 7.27.2017
U
PAD; SHT. 3: REVISED PLAN VIEW PER SHT. 2 OF GP$-ELEVA7.: 1.200,U OF PU&C WORKS WY EAWViZi? _ 'PRECISE t"'RA"AhIG PLAKII
00te Completed R.�Z No., 44223
R.C.E No. TITLE **,.%HEET
""N 0 MON"affil.
SCALE: I"=20'
CONSTRUC
TiON NOTES:
��jLONCENTRATED
C)W 4 EA
UNE I .
—CON�TRUCT RIP-RAP PER DETAIL HEREIN (4'x6')FOR SPEED REDUCTION AND SILT REMOVAL
60 IE
V VV OFILE ViEW
PR
'Ell
Ri+ERGRP;F�R PER Igrizall.sirmi4&4�
X-TROCK
——------- 1,586 SF
-.3"4'ROCK 3 ')--CONSTRUCT DRIV iWAY WITH 5'PCC CONCRETE OR 411 AC OVER COMPACTED NATIVE
J
4`E)
"'k
Me" 50' 0
��—CONSTRUCT tONCRETE AREA WITH 4" PCC OVER COMPACTED NATIVE--- —------------ -1,634 SF
0.77
4.010 /.-GATE SHOULD BE REMOVED ACCESS ONLY FROM DEPUTY ROADILIEFER ROAD ACCESS IS RESTRICTED
47 _N
-OTEXTILE OR 3
GE
FROM NICOLAS ROAD PER GENERAL PLAN.
NON-WOVEN
4 THIQ<OLEAN SAND
G5QTPXT.1LF OR 3"
ICA, -,30 LF
'CON D IL HEREIN-
SAND
(6 STRUCT CONCRETE SWALE PER ETA
T14ICK CLEAN
2J
RIP-RAP DETAL
E EXISTING CHAIN LINK FENCE PRIOR TO GRADING START------- —----- 210 LF
7 4—REMOV
SCALE: 1',=6'
7
//EL
SHEEI FL6w'
%WOO
#3REBAR
'CONGITUDINA
#3 REBAR
2'
LONGITUDINAL
FL57
ICLO
R PLAN
LL�8 41 P EI
3 'REiN,-"CCNC I'N.
C.C;�C,
L 'E CR.
Ele.3 ND:
'N\ K1 CENTERLINE
W WATER
-RIVV RIGHT OF #3 REBAR 480 OC
AY =PROPERTY LINE #3 REBAR 48"OC
�7. Fj
-HP IqI;GH POINT FS FINISH SURFACE
59,0
WAY FG FINISH GRADE ITOR
�5/ 14,Z_IE
WALK NG NATURAL GROUND
S1W SIDE DWY DRIVE'7 57',",*'
FL7
TOS =TOP OF SLOPE
PP POWER POLE
FL FLOW LINE
91�7
T
FH FIRE HYDRANT TD TOP OF AC DYKE
EOP= EDGE OF PAVEMENT
EX EXiSTING
GB GRADE BREAK
FL 3 INV INVERT COO=CERTIFICATE OF OCCUPANCY
FENCE LINE
...........
7H
DAYLIGHT LINE
/Q )6=Z7CFS
- ---------
SAND BAGS IN CHEVRON FORMATION
EDGE OF PAVEMENT
....................
2
FLOW LINE
MIN
�L69 9 /*
C) Ti7P
7 E IN FILL SLOPE
........ .....
FE mv
BOTi
...........
JQ
2
BOFT
�K
N LOVNEST SEN�
Ey",
PIZ
BENCH H
-�4
A CUT SLOPE
.0
C6
FL69. 68,1
V, %.w
5ET L
55.4 t
IV7S
FURTHEST POR4T FROI
MFI Y T AT LIEFER RD & DEPUTY
RD. (994' FRO�A BfjtHIM�S AN` D-,A`LC4i'G THE CENTERUNE OF
�z
DEPUTY*u
-----------_-
89,69,
FL7' Q,'30'
..............
77.70' NEV)i HOUSE
5.09 F177Z66
FL68.
68,94'
0
PE72.0
0 66A
VBERM
MIN 18T 10,
2%%flN
FL68.3U
I MAX -FROM BLPG.
2�
EX. NATURAL GRADE
-A
X-SECTION A
SCALE: 1"= 10'
7
t
<
AN[) ACCES
137.88'
F R-0 M N I CC 30.50' 107.39'
E
NEW HOUS I
066, 5%MIN IST
PE7 10,
FROM
R E I FF72,6 30.W 6.:31
RCAC
U L V BERM
2%Mi EX. ATURAL GRADE
2:1MA
X-SECTION B-B
SCALE: 1"= 10'
Ar
LAN7
UNDERGRMD SER (jF ALERT
REVIEWED FOR,COMPLIANCE WiTH
-D ACCESS181LITY ONL Y
CALL T&�AREc
TITLE 24 DISABLE
' REVISION
HE CONTENTS OF THIS
tU`PERCDES ALL PREVIOUS VERSIONS-OF THIS
A
PPRO110 3 K
PLAN.
TWO WORKING DA YS OEFORE YOU DI
REMONS BENCH WRK
ACCD DA TE SEAL.- Designed L'�( 5)t y
.31-19 KSF KF KF KF RECOMMENDED
Contractoc._. DELETED TBM:Z13796, ITY OW T DEPARMENT OF PUBLIC WORKS
SCALE 14
ED PAVED
DA 8 . 1
NTERCEPTOR DETAIL, PLAN VIEW RELOCATED Horizontal R ;tz 8 1 Plans Prepared Under Sue�ision Of
EPTIC TANK&LEACHLINES, DELETED PAVED I- IP W/4CE 12116 TAG, DN I
NTERCEPTOR, ADD ED FILL DIRT AND GRADED CCEPTEj BK A
E. 6,297,105.41 A DA I
inspector REVISE DRAINAGE SWALE AWAY FROM BLDG. FAZ(CK TIGVA�,
AD; KHALEDS FARAH Pm 1/44+46-PARCEL 391
N, 2,141,198.87 Date 7.27,2017 OF PUBLIC WORKS C17Y ENGINEER
vertical
GPS-ELEVAT,: 1,200.0'...... R.C.E No. 4422J
Date Compfete�_ t-4 ILAN
0.....RECISE GRAD IN%J t_1
sheet Z OL-7
1 =20'
R.C.F_ No
83128
CONSTRUCTION NOTES
EROSION & SEDIMENT CONTROL
'E.WITH MODEL SMPs FROM THE CALIFORNIA$TO -'AIATER SNIP
ALL BMPs SHALL BE IN ACCORDANC
RM
HANDBOOK FOR CONSTRUCTION AT.WWW-GABMPHANbsocKs.com
STABILIZED CONSTRUCTION ENTRYIEXIT POINT IN ACCORDANCE WITH BMP#TC-1 FROM
e-
q� LONG X 12-
-WATER CONSTRUCTION HANDBOOK, MINIMUM DIMENSION 20
CALIFORNIA STORM
WHICH MAY BE CORRUGATED STEEL
I EA
WIDE PART OF
3-7 ,
INSTALL SILT F'ENCING'ALONG RAV AND SURROUNDING ALL PROPOSED DISTURBED AREAS LINE
PER CASOA BMP
693 LF
a
TRUr SED SWALE EVERY loYIN CHEVRON
0 CONS ,T GRAVEL BAG EROSION-CONTROL ALONG PROPO,
SHOULD CONSIST OF 1 BAG HIGH �,ND 1 BAG WIDE.— 315 LF
FORMATION. Ci
SCALE: I"=40'
CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG TOP OF FILL SLOPE UNTIL STABILIZING OF
2 EA
I BAG HIGH,�I BAG WIDE..
SLOPES
40 so 120
LEGENU:
lie,
V1 ='WATER CENTERLINE
MIT OF RJVJ RIGHT OF WAY FL := PROPERTY LINE
I D AREA\
FS FINISH SURFACE
-HP. HIGH POINT
Dwy DR,IVE WAY FG FINISH GRADE
G3 1
NG NATURAL GROUND
S1W SIDE WALK
PP POWER POLE TOS =TOP OF SLOPE
FL FLOW LINE EOP EDGE OF PAVEMENT
TOP OF AG DYKE
FH FIRE HYDRAN TD
T
EX EXISTING
GB GRADE BREAK
ATE OF OCCUPANCY
INV ='INVE[RT COO=CERTWIC
FENCE LINE
DAYLIGHT LINE
SAND BAGS IN CHEVRON FORMATION
EDGE OF PAVEMENT
... ....... FLOW LINE
FILL SLOPE
EC3
.= CUTS
LOPE
T
T�,77
--------------
?GROUND SERVICE ALERr
%r
REVIEWED F'OR COMLIANCE W17H
Y
CXL TOLL FREE T11LE 24 &SASLED ACCESSISILITY
THE CONTEI! H I S
4TS OF 0EVISIO
S'YER 3IONS 0
SUPECEMS, ALL PREVIOU THIS
PLAN.
APPROVED 8,Y2
YOU DIG TWO WORKING DA YS BEFORE
CON57RUCRON RECORD DA TE BY Rf WSIONS ACCD DA TL Checked BY Druwinq No.
8fNCf MARK SEA4 Degigned 8 Drown
y 'y
SCALL I V 14-
DEPARTMENT OF PUBLIC WORKS
KF
KF RECOMMENDED DA
8.31.19 KSF REVISED PLAN VIEW PER SHT. 2 OF 3/1\ KF
Ai
TBM:Z13796,
REVISION
-e red Under upervistlon Of
Plons Pi pa
I" IP VVIRCE 12116 TAG, DN 1.6%
DX A_A
B 1/44 .464' RCEL 39
Inspecto E.6,297,105,41 ACCEPTED
N. 2,141,198.87 KHALED S FARAH Date 7.2t'�1'01 7
CI I Y ENOWEER
FU16% CRKS
--,REClz>
GPS-ELEVAT.: 1,200.0' r%E GRACRIG PLAL u
1 017
Date Co fetecL R.C.E No. 4422J
mp
Sheet_��o
I"N SEDIMENT CeNNTR - L' PLAN
R.C.E. No. __23128 ...11111 Jill i