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DATA COLLISO NOV. 2001
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MICHAEL 4 LYNN MACUR
31'Bro6 CORTE SOLEDAD
TEMECULA, CA.'B25'B2
TEL, (Srpl) ro'B5-2424
PROJECT ADDRESS
-2.9-72-5 MONTE VERDE ROAD
TEMECULA, CA. cZ2B�el
LEGAL ;21SCR I 10T I ON:
LOT 165 Of: TR 31B2'B
APN 1321-120-023
SOURCE OF SUP, 111�
RIVERSIDE COUNTY G15 4 RW G15
AERIAL IMAGE AND ELEVATION
DATA COLLECTED NOV. 2001 ..
�
:
ESTIMATE or- .- .- I
-
CUT- ____ _ � - - - - -1.5 0�-
-
FILL 1?500=S.
1 H SOXT 122 6 cy.
PROPOSED ACREAGE DISTURJ550—.20 ac.
ACTUAL ACREAGE .52 &-�.
.
NOTES:
DIRT QUANTITIES SHOWN HEREON ARE FOR
FERZMIT AND 50NOING PURPOSES ONLY AND
NOT FOR BIDDING.
CONTRACTOR To VERIFY EXACT QUANTITIES
FOR CONTRACT AND PAYMENT.
LF.GrEND
ITEM SYM15OL
LOT LINE
EXISTING CONTOUR -\�—(1500)__',
CUT SLOPE V CUT V_
FILL SLOPE V FILL W
FLOW LINE ELEVATION
TOP OF PAVEMENT TP
FINISH FLOOR ELEVATION FP
FINISH GRADE ELEVATION FG
FINISH SUF�FACE ELEVATION FS
HIGH POINT 0 kF
LOW POINT Lif I
F.C.C. DRIVEWAY rl,,..'...'�.�.,.,.-.,;.:*,7�:*,�ll.�-,,.'--'.,".,.,.,-..,:�l-..,it,�.-,
RIPRAP
TIGHTLINE 111111111111-1-11
1111111111111
IJ1111
SEPTIC TANK 111111
Thomas Brothers A,
%ji"e
PG S5a J4 1:
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SCALE: P=20'
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— PROPOSE .
�, ''I'll'' . ...... � , , , I'�, 11, .- 0 -
'16 WROSION AND S901'I"ISNT CONTROL NOTES
P _1 .. .............. ............... ............ . ........ . � I NATURAL GROUND - GRADING NOTE
.__ _tI2 f . _.".._ .1'. . 1. ALL GRADING, EROSION 4 SEDIMENT CONTROL RELATED ACTIVITIES 1. THESE NOTE$ ARE COMPREHENSIVE AND SHOULD BE APPLIED TO
-.-- 4 L . 01 �_ - . . SITE -SPECIFIC CONDITION. YEAR-ROUND POLLUTION PSEVENTION
.-..- - - - - ___.__ 1. .1 1. - , _ -, 1 r I I L SHALL CONFORM TO THE TITLE IS OF THE TEMECULA MUNICIPAL CODE,
___1_______ ---,----. _._.,___... I ___,�_ _ 0 1! �1.1___...___ --- I - _- . _ � .. - - _ - _________,__, __ * - - - � _. - _ - - _______1___ __ I AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD EST MANAGEMENT PRACTICES (5MF'S),
-�-�--.-�-.-..-----.--�---.-�-.---�---.----.--.----.,- ----I-- __ .--,-.---, --- � __ --,. as 5- _ - _-.11. I � - 1 - _-.1 11. - .. . 11 � I— - __ �� - 1 _ � MEASURES ALSO KNOWN AS BE
" - --",-- - - - - - ____ _ __ * -- ------- --- �__,_,___,______,__,_ ,--- 1::r�l "'' ___ :.- 1 � - I 1 -.11111 I - �
Olroa) . ,1� _____,_.___ ____ ---.,- - . ___ _.______.__. ___ , I
- 11 _ ---.,-----, _1 _. - --..'�-���-1.�-1-��.,.--.-----�.--�----- - 1-1 t + ___ ___________ - - _____ - -I--- ___ - __ ---,---41--&--------------------
__ _ ___ ;;;;� __ � . . _ __ - __1.._.11_ __ - ______ � - _ � MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. ADDITIONAL
(1164) ---- -- -- .- --- - - --- ----- - i I �'. _ _ -, ''--,---"--- ,-----*-- - - , __-zZ7___ - - -_ __ - - ' - - - - - ___ ' (SWRC5) NPOSS GENERAL PERMIT FOR CONSTR CTION ACTIVITIES.
. - __ I __ - . - - � � ... - _ - - I—- .. - I— — _ 1.�,&qq r. - - " _ _ . .11, I A 11 — ___-�______ -------- ___ _____ . - ... I I- - __ .- . -_ jj
, . _ � - - - 11 _ - - ___ - __ - -, -, -,-- 1, -_ - _. -_ , 4 � U - I - 10__ --- - (el"r ---.k , - - EROSION PREVENTION AND SEDIMENT CONTROLS MUST BE INSTALLED
I -,-.-�------�,�-.-�---,��--��---�.-..--.--�----. ___ - 1�,,:�;�. 1. __ _ - _ F,___,______,____1� _ --.-I.. __________________,_,_ .... __ ____ � - � I
__ - - . - -,��,, " ` - ., .- . _ ----. _ - � I -, I I- - � -, _ _. I I— - -
- - ,- - - - m � - __ - _ - , � �_ 11
(Ilroo) - ___ - - ----- ___ - - - - ------------ - _ - - - ____ __ __ ___ __ - - __ ______ OWE"R _ - , - - - ___ _ - __ - _. __ __ -1 I - . 1______1__�_____ __ _��,_ - .-.--. - - _ __ -, -.- - ___ __ _____G11�_--,_ -1 - - I � .. 1, I � I .. - 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON.
__._1_.__ - _ _ __ _. - ,- L , - , _. __ ---.- _ - - 1. 1 - . - - _1 _1�__ ��_�_'!'!!77�.,_ I ____._ --..-- - - __ .1 0 km
- _ .... ... -----. - _1..___ ER/C.ONTRACTOR 16 ALSO RESPONSIBLE FOR ANY
. ----. � L � - __ - __ - 1___ ________ " =V-40 __________ � __,_1_ THE DEVELOPE
� - .. ___ 1 I-- -.-- --.-- ...-..-- __ __ - -, __ - Faii , " - - . __1 - ---.. �, _!-�� - 11 - I 111--_ 11-1— 4� , � 1_11 - ______ - � I ' TWr
� __ � , _9:t� __ - "
= --- __ _ . -11 _._____11 - _ - _.______ ______._____ _ _ .- I I __ � --- __ RECOMMENDATIONS OF = PRELIMINARY SOILS INVESTIGATION BY
I
I I *� ____ _ _,____.___ ___ _ �____ _ 9 *AN DISCHARSES FROM SUBCONTRACTORS.
(115ro) ------- _____ ------------- -------- ------I-,-------- -------- -------- " -, _____ FF__ �, -.-- _ - - � - _ %_ ;,� I �� I'll __ -"--A' - " - 0.
- = � *��_,�___
-.-.-----.- - — "Z.� -�Z�- --- - _;��____ I'M -,I,, 1,1 -7-�. 1� � Mill � I III _____,._.._,______. - 1___ �__ -
-1
_- - -'--- - ---- - - --._ - --_-- __-- .-_-----_ ___,_- __ _ ,Nich;��N;er 0___ THE �i,QILS A2t2_
(1152) 1��� -, A,;, 4z ��_ - ,____._#__ � .. ---.-.. __ . --..--.- ___ I - � .-.-. - I ---- 11.. .-.,. _.__:!!�--"�.�__- ___._1__ - I DATED 5�/28/OS .TWO SETS OF THE FINAL
e" , _2____________
, N, 6 , -
� � . AA_ - ----- ------- "1..iQ_1: -, '� - I- 1- - 1 A, 14 -- _ - COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS
1TW__ ___ ____ � � ,_ � - - - - I 1� � I � I - I DEPARTMENT W44ICW SHALL INCLUDE FOUNDATION DESIGN 2- STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING
, I ____ _ �- __ ______ ___ _____ ______
--------- ---------- __ - � - - - ; __ � � �!!_____________1__M=�=_ - - - I _ - FROM A SITE OR TO PRIVTE OR PUBLIC STORM WATER, CONVEYANCE
1 111411 � _4�_____ , - -,-- RECOt-IMENDATIONS AND A CERTIFICATION LETTER U-44IC-H STATES THAT
SPECT10N A - 11 , f_ � _.
___ _______,__,____ -,-" ___ ;., , 11 , -
I
SCALE: I"=20'(VERT.) - ! . GRADING WAS BEEN DONE IN CONFORMANCE WITH THE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW -LINES, INLETS,
i"-20'(HOR.) -, RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. OUTLETS, ETC.). ALL NON -PERMITTED DISCHARGES ARE PROHIBITED
_. - It MI[V - � --- - - -- - - - . FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM
ECTIO� 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL YEAR-ROUND- .
1 14/.. pRopOSED I Ilsl� - W_ COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT.
f ---Iq SOA L.f. I" V�120' CYF9t.)
I NATURAL GROUND ' . FINISH GRADE 1�1__-, - I It % "2.0, C if Op. ) 4. STABILITY CALCULATIONS WITH A FACTOR -OF -SAFETY OF AT LEAST 3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE (1) ACRE
- - - �_� ........... ... 11�1111111 111111- � . - � ^Kl= AkIM h A-- -rf=k1-rLje_ / I = I &" A OR MORE OF SOIL, THE SITE MUST BE CONVERED UNDER THE STATE I
f-1Q,;NT N R VAIW
VT MI;;N
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SECTION
111511
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'__*1___ --A-
Underground Service Alert RE -AD THIS NOTICE
THE ISSUANCEOFTHIS PERMIT BY THE CITY OF
Call: TOLL FREE TEMECULA DOES NOT IMPLY OR PROVIDE ANY
E OR FEDERAL WILDLIFE
AGENCIES REGULATING THE PROVISIONS OF THE
I CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS.
I 1-800
- -_
I I
. 422-41 33 -,4F-&cmT/wmTy m wm 15 mmwaz-m dw wlwo�-7m— -
-
APPROPRIATE CLEARANCES FROM TR'E—sE Aj�E �5
RE YOU DIG PRIOR TO ANY SITE DISTURBANCES OR GRADING.
�
.
I I DATE I BY I ft-V%Sj,0r4 -S 4i&0W=VKfM BLVC.9
Contractor
Inspector
Date Completed
I
1,; — - -------
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C$D
63- T.B.M. BEING A 1 " IRON PIPE, TAG 26457. AT THE
NORTHEASTERLY PROPERTY LINE OF PARCEL I AS SHOWN
BY MAP ON FILE IN BOOK 64 OF PARCEL MAPS AT PAGE
/4 THEREOF, RECORDS OF RIVERSIDE COUNTY,
CALIFORNIA. .
:1 ASSUMED ELEVATION= 1000.00
BASIS OF BEARINGS:
BEARINGS ARE 13ASED ON THE CENTERLINE, OF RANCHO
VISTA ROAD AS SHOWN ON PARCEL MAP 112318 AS
SHOWN BY MAP ON FILE IN BOOK 64- OF PARCEL MAPS
AT PAGE 74 THEREOF, RECORDS OF RIVERSIDE COUNTY.
CA., BEING N. 49*41'54- E.
I I I
= . �1 �
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(1) 4�-.
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I M_ I - ___
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4C14-P9x'Cj7Y - 0
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I-&- I;P'= -zU1;PV I I I I =L.-' I f�W I H= I_A41NIL-�;
DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS
ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY
FEET (30') IN VERTICAL HEIGHT.
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES To CONVEY
100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE
TOP Of: ALL GRADED SLOPE$ OVER THREE FOOT (3') IN VERTICAL
WEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
SUf0:ACE RUNOFF AWAY FROM THE TOP OF: SLOPE&
"
6. ALL PROPERTY CORNERS SWALL BE CLEARLY DELINEATED IN THE
FIELD PRIOR TO A PRE-CONSTURCTION MEETING AND C4XIIENCEMENT
OF ANY CONSTRZUCTION/GRADING ACTIVITY.
I.EXISTING DRAINAGE COURSE$ SHALL CONTINUE TO FUNCTION AT ALL
TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER
COURSES SHALL BE PERMITTED.
-
__
� ______ - __ -------,--- ____
S. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT
DRAINAGE STF;WCTURES ARE INSTALLED. PROTECTIVE MEASURES
SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAm
PROPERTIES FRj0M SILT DEPOSITION AND PONDINds WATER DURING
GRADING OPERATIONS.
'B. FILL MATERIAL SHALL NOT 55 PLACED ON EXISTING GROUND -UNTIL
THE GROUND WAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND
OTHER DELETERIOUS MATERIAL. If: SLOPE RATIO EXCEEDS 5:1 AND
GREATER THAN FIVE FEET (59,TWE TERRAIN MUST BE KEYED AND
BENCHED INTO EITHER BEDROCK Of: NATIVE SOIL WITH EIGHTY FIVE
PERCENT (86%) WATER SATURATION,
10. ALL GRADING SHALL 15E DONE UNDER THE SUPERVISION OF A
REGISTERED CIVIL ENGINEERING, SOILS ENGINEER, OR GEOLOGIST WHO
SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS
OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (IH) IN
DEPTH HAVE BEEN PROPERLY PLACED.
11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION
DIVISION (S51-308-63'BS) AT LEAST 48 HOURS IN ADVANCE
REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS
INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT
CLEARANCE FOR EACH LOT.
12. PRIOR TO RELEASE OF: A BUILDING F`Ef;a'11T, A REGISTERED CIVIL
ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND
DEVELOPMENT INSPECTOR TWO (2) SETS OF: WRITTEN FINAL PAID
ELEVATION CERTIFICATION TO INCLUDE A STATEMENT TWAT THE PAO
ELEVATION IS IN C;ONFORMANCE WITH THE APPROVED GRADING PLAN.
CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION
#*"%t= 10"I 1'r AM I
GENERAL CONSTRUCTION PERMIT. A WASTE DISCHARj�irE IDENTIFICATION
(WDID) NUMBER SHALL BE PROVIDED TO THE CITY PRIOR To .
ISSUANCE OFA GRADING PERMIT,AND A STORM WATER POLLUTION
PREVENTION PLAN (SWFPP) SHALL BE IMPLEMENTED THROUGHOUT THE
DURATION OF THE PROJECT. THE SWP`FP SHALL 15E READILY
AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO
REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE
CONSTRUCTION PERMIT CAN BE DOWNLOADED AT
www.waterboarcia.ca.!?ov/waterI/stesues/�rograme/stormwater. THE SWF>FF
TEMPLATE CAN BE DOUNLOADED AT Luww.cabmp,han&bocks.com/
construction. I
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE
STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR
IMMEDIATE IMPLEMATION WITHIN SEVEN (1) DAYS PRIOR TO ANY
FORECAST RAIN. THE DEVELOPER/CONTRACTOR SHALL MAKE
AVAILABLE EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO
PROTECT THE SITE.
5. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY
- CLEARING ACTIVITIES. CHEARLING SHALL BE LIMITED TO AREAS THAT
-WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF
EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN
AREAS THAT HAVE BEEN CLEARD. ALL DISTURBED ARES OF AN
. INACTIVE SITE, AS DESCRIBED IN SUBARTICLE 63(15) OF THE GRADING
MANUAL, SHALL ALSO BE PROTECTED.
ro. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED,
RESTORED, REPAIRED, OR MODIFIED YEAR-ROUND THROUGHOUT THE
SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES,
ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC
STORM WATER CONVEYANCE SYSTEM$. IF ANY EROSION OF SEDIMENT
CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL
BE REQUIRED IN THEIR PLACE.-
1 EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO,
APPLYING AND ESTABLISHING VASETATIVE COVER, WOOD MULCH,
STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER),
PLASTIC SHEETING (MINIMUM 10-MIL), POLYPROPYLENE MATS,
SPRAY -ON CONTROLS TO ALL D16TURVED AREAS, OR OTHER
MEASURES APPROVED BY THE CITY ENGINEER JUTE NETTING SHALL
NOT 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 RATE OF 3500 LB/ACRE OR
A STABILIZED FIBER MATRIX FRIDUCT APPLIED TO A RATE OF 10
GAL/ACRE. THE CITY MAY APPROVE DIFFERENT APPLICATION RATES
FOR SLOPES LESS THAN 4:1.
6. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO,
DESILTiNG BASINS, GRADED BERMS, FIBER ROLLS SILT FENCES,
GRAVEL BAG CHEVRONS (FILLED WITH ALUMINUM %-- GRAVEL), CHECK
DAMS, DRAINAGE INLET PROTECTION, ETC. F15ER ROLLS SHALL BE
INSTALLED IN IBi FOOT (15') INCREMENTS MEASURED ALONG ON THE
�_'r
M 7_.N(X=7- NDA-1760—4-
J;4_1-T___-_-_-_-
A-1- 4W&_%o0`r_r_%_7.
f-AL-tz Cd't- I Ht t�LUr"'�_. ,451 T FENCE SWA BE INSTALLED ALONG
7-, -'..--WA,
INTERIOR STREETS AND COMBINED WITH GRAVEL -BAG OR SILT FENCE
�
^F - , I -
-
S4NPO,
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED
CWEVRONS INSIDE THE SIDEWALK RIGWT-OF-WAY OR BACK OF CUR55.
6 I -
t49-of Jwc` *4 - -
SOILS/GEOTECHNICAL ENGINEER SHALL SU15MIT TO THE LAND
DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAr.>
43. ALL ONSITE AND OFFSITE FLOW LINES 14V-DITCHES, BROW-DITCWES,
COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE
TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) STORM
WATER CONVERYANCE SYSTEMS, CHECK DAMS, CWEVRONS, SILT
GRADING WAS BEEN DONE IN CA0t*`IFO1RMANCE WITH THE
RECOMMENDATION Of: THE PRELIMINARY SOILS REPORT.
FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT,
.
NO. 3 AT TREAD
I
CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS, AND
. -
e. I a It
00,
I
DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR-ROUND.
01
le
-411 NO. �) AT 12 11 CC
14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO,
INSTALLING WHERE APPLICABLE, GIROUNDCOVER, TREES, SWmjes, OR
10. CONSTURCTION WASTE AND MISC. DEBRIS SHALL BE PLACED IN
WATER-TIGWT
...4 * *
* . !
- U0
%
A C-OM51NATION THEREOF IN ACCORDANCE WITH THE TEMECULA
BINS. WIRE MESH RECEPTACLES WILL NOT BE ALLOWED-
WASW-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINT$,
0.
�. ...,
. . . - -�'
4 - I:!. ;'b ' '
e..'... " . I ...,
.11
.-
. .....
% :
N*
NO. 5 AT la If CC
MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION.
SLOPES OVER FOUR FEET (4') IN VERTICAL HEIGHT $14ALL WAVE
STUCCO, AND OTHER LIOUID WASTE SHALL BE LINED WITH. PLASTIC
.. .., V
.
:�,' * ,
.0 .I, v.��..,.
. ,�z
1_x.,4..,
,._�.,__ . .
. A
. 41 -
, 'L , 0 11
.., .
, : ." -1�..,
. : " .
:
* % , * .* .
. , .-*;.,,*
._-.7.. .11 J*
.
PERMANENT IRRIGATION SYSTEMS WITH BACKPLOW PREVENTION
DEVICES PER THE
AND LOCATED AWAY FROM STREET$, SIKEWALKS, RIGWT-OF-WAYS AND
FLOW -LINES, ETC. PRIOR TO ANY FORECASTED RAIN, 15INS AND
�it
441.,
. . . .
y I- :. .,;P,
.M.r.
I. A ..., 0 .. * .
* . .. Ike, :!��*.
... e , *.N... �! . ... .
_.. t:- ... . , 15% COHRACT10.8
'. U.P.C.
.
WASW-OUTS SHALL BE CONVERED WITH A LID OR PLASTIC TARP'.
I I �, .-I I .
.1e �\V/__,�<,� __�� .,�.
. .
15. 9F AT ANYTIME DURIW3 EXCAVATI0N/CONSTf;ZJCTI0N Or- THE SITE,
fl. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A
.
.
ARCWAEOLOGjC_AL/C,ULTURAL RESOURCES, OR ANY ARTIpAC OR
COM51NATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO
36 11
'TS
OTHER OBJECTS WWICI4 REASONABLY APPEARS To BE EVIDENCE OF:
PREVENT TRACK -OUT. INTERIOR ACCESS POINTS (ALL PROPOSED
-
f
CULTURAL OR ARCHAEOLOGICAL RE&;URCE ARE DISCOVERED, THE
DRIVEWAYS, MATERIALS STORAGE AND STAGING AREA
ENTRANCES/EXIT5,;=TC) SHALL ALSO BE PROTECTED WITI4 ROCK TO
-
PROPERTY OWNER $WALL IMMEDIATELY ADVISE THE CITY OF: SUCH
AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER
PREVENT TRACK -OUT ONTO INTERIOR STREETS. ROUTINE STREET I
-DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE
SWEEPING SHALL BE PEI;;U=ORMED ON ALL PAVED STREETS WHERE
TRACKING 16 05SERVED VACUUM SWEEPERS SHALL BE USED WHEN
-
. 1XII
. DraTA I L DOLLY ACCIE-55 I
DIRECTOR OF PLANNING AT WIS/WER SOLE DISCRETION MAY REOUlf;ZE
THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS
'
STREETS SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET
WASHING WILL ONLY ALLOWED
REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR
BE PRIOR TO THE APPLICATION OF
N.T.S. I -
AUTHORIZE AN INDEPENDENT, FULLY OUALIFIED SPECIALIST TO
ASP`WALT SEAL COATS,AND ONLY WHEN ALL PERTINENT DRAINAGE
__�___ -----, I __
INSPECT THE SITE AT NO COST TO TWE CITY, IN ORDER TO ASSESS THE
INLETS ARE PROTECTED.
. - .
SIGNIFICANCE Of: THE FiNo. UPON osTEfRMINIW,3 THAT THE DISCOVERY
IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE
12. r.>ESILTING BASINS SHALL BE SIZED Acc:ORDlws TO THE STATE
.
DIRECTOR OF
PLANNING SHALL NOTIFY THE PROPERTY OWNER Of: SUCH
GENERAL CONSTRUCTION PERMIT (3(oOO CUBIC FEET OF STRAGE PER
�
DETERMINATION AND SHALL AUT14ORIZE THE RESUMPTION OF WOFRK
ACRE Of: DISTUVED SITE), EVEN IF THE SITE DOES NOT REOUIRE
COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND
. .
I UPON DETERMINING TWAT THE DieCovERy IS AN
ARCHASOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING
DRAINED FRM BASINS WITHIN "12 HOURS.
SHALL NOTIFY THE PROPERTY OWNER THAT NO FURT�-ER EXCAVATION
13, STORM WATER RUNOFF SWALL NOT BE DIRECTED OVER ANY SLOPES
e!)IP r_"3;=\Y= 1 tn=*1*`t=K1*r M A N- T A U-L-_
CCNSTRUCTION NOTES AND OUANTITY NOTES
.
ITEM
QUANTITY
(DC0NSTf;WCT
1-T jl-�ir,r, POU.-Y AOCF.SS
�
2,6 CY . �
(2)
CONSTRUCT '
,4!'P.Cc F10EA RENI=09c!�'O
2 () C **fA
.
@
CONSTR=T PCC DRIVEWAY APPROACH
260 sr-
G
CONSTRUCT V-DITC14
65 LF
@,�
INSTALL RIPRAF
2 CY
(j)
INSTALL STRAW MATS
440 SF
0
CONSTRUCT 12"xI2" GRATE
I EA.
(§)
CONSTRUCT SILT FENCE
413 LF �
@
PROVIDE WY0R0SEE0ING%/MULC,14
&,WO SF
@
INSTALL FIBER ROLLS �
I 360 LF
I
I"%.
.
I
. .
I - :
.. I
. . -
- —=rw -IAQ'4=N I L-i(w) Lo)?1<AINt� 1N,u71ALLtt0. IERO-1510N,15 AND
f-1AATe1= ut"I H- Ak 1-11 I ICZATIUN PLAN OR W1 t"T/u I I J VJN
OTHER CORRECTIVE MEASURES HAVE SEEN APPROVED BY THE SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL
DIRECTOR OF: PLANNIWGII SUFFICIENT PERMANENT LANDSCAPING WAS BEEN ESTABLISWED. 1001%
- ---"----�-----.-------------------------''- 1. ..- I __: - -_ ___
. SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF A
. CERTIFICATE Of: OCCUPANCY.
14. MATERIAL STORAGE AND STAGIN AREAS &WALL BE E6TABLISWED.
� , FUEL TANKS, PORTABLE TOILETS, LIOUIDS, GELS, AND POWDRES SHALL
BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER
CONVERYANCE SYSTEMS, SIDWALKS, RIGWT-OF-WAYS AND FLOW -LINES
SHALL WAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES Or-
,. . SOIL SHALL BE CONVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL
: . BE COVESZED PRIOR TO A FORECASTED RAIN. �
_:
I . 15. ALL PORTABLE MIXERS SHALL W AVE PLASTIC LINERS UNDERNEATH
WITH GRAVEL-15AGS PLACED ON TWE DOWN -WILL SIDE OF THE LINERS
. TO CONTAIN DISCHARI-ES.
: �. 16. IMPOUNDED WATER SHALL BE SUCURED FROM THE PUBLIC. SIGNAGE
. . .. INDICATING "PONDED WATER -DO NOT ENTER" SHALL BE POSTED.
.
,
. 11. NO 05STURCTION, OTHER THAN 5MP'S, $14ALL 5E ALLOWED WITWIN ANY
� STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE
I FACILITES WAVE AP'PROVED BY THE CITY ENGINEER.
.
,
_ ____
� .
� ._1 -______11
I .
. nt Lb 13 ... 000;aR
A**% .#0^1
LD 1L) . L)2 2 _G R I
Designed By Drawn By Checked By
I I
LUJ
_% e-11-1
- '�e '(' ' -
I P44.01t4M040=_ 15Y � - j &) �.. 61> 124TE'_.i011,60 1,
I 1!�:�&LWA I I
C ITY 0 F TEMECULA
Drawing No.
LUJ BJM
.
- f ,
I
- .
4 Plans Prepared Under Supervision Of
,�, 10-1-16)10
16_1,� �! ) 1� Date
���
I I
. ". � . �f
ACCEPTED BY: — ez� I � DATE: eo A
. '11�_
PRECISS CORADINCm., BROSION
AND SrE0IMrzN*r 44IS-CIB
BRUCE J. MANN17 .
Temecula, Ca. 92690
G.R510, 13UTLIER
�a
'DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
- CONTROL. PL.AN
L-CT 1(05� Or- TR -31M
006V
-
M 4 C ur. rAol
, BUS: (951) 298-1044 Fax: (961) 296-1047
� ?
,
R.C.E. No. -.-CO38456 - ., - , . -
�
'
R. C. E. No. '_--+7-1,-0-`T------- � I .
I � I I- � * I
,
.
11 apti IB21-120-023
-
r _.0 =
'I Sheet _1 Ar .
-
I
I
. S
I
__-, - - _ - - - ____ __ I __ - ___ __
4i-4h1-,q . a
I. ALL WORI< SHALL CONFORtl TO THE REOUIREMENTS OF THE CURRENT
EDITION OF THE IMPROVEMENT STANDARD DRA ING6 AND SUBSEQUENT
AMENDMENTS.
2. APPROVAL C THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE
RESPOSIBILITY FOR THE CORRECTION C ERRORS OR OMISSIONS
DISCOVERED DURING CONSTUCTION.
3. ANY CONSTRUCTION CHANCE MUST BE FIRST SUBMITTED TO THE CITY
AS A REDLENE REVISION FOR REVIEW AND APPROVAL PRIOR TO
IMPLEMENTING NTIN L �' �'EG THE CHANGE IN THE MELD.
4.THE PEIZ1ITTEE MUST 05TAIN AN ENEOAGHMENT PERMIT PRIOR TO ANY
WORK WITHIN PUBLIC RIGHT -OF WAY.
V • PERMITT SHALL SCHELEA
PRE- G7N T :tION "TI NG TWO
(2) WORK
DAYS cJ' PRIOR TO BEGINNING CONSTRUCTION,
tom. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN
OR CONDUCT CONSTUCTION ACTIVITY, WHEN THE CONSTUCTION SITE IS
WITHIN ONE-OUA :. ER (I/4) Of: A MILE C AN OCCUPIED SIB >ENCE=,
BETWEEN THE #-IOURr3 OF 6.0 P.M. AND 6:30 A»M.,1"IONDAY TH1Ol,IG14
FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION
ACTI
VITY BETWEEN THE HOURS C 1:90 A.M. AND :30 PM., ON
SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE
UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS.
1. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR
PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES
REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED
SPECIES ACTS OR WATER QUALITY REGULATIONS THE PER1" fITEE IS
RESPONSI
BLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM
THESE AGENCIES PRIOR TO ANY SITE DISTURESANCE= OR GRADING.
S. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT
ACCEPTABLE):
NUMBER)
-PAUL m wz ce
(RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 I-IR PHONE
NUMBER)
S. THE PERMETTEE SHALL ABIDE E3Y THE REOUIREMENTS OUTLINES IN THE
EROSION AND SEDIMENT CONTROL NOTES HROUGOUT THE DURATION
ON C'3F
THE PROJECT, EN G 1;
OLU D NCB THE STATE NPDES PERMIT FOR
CONSTRUCTION ACTIVITED, IF APPLICABLE.
1 THE
PROPOSED ED WORK RELOCATION CO
STS OF ALL EXISTING
UTILITIES.
11, CONSTRUCTION FENCING: A SIX =OOT(' ) CI -LAIN LINK FENCE IS
REt2UIR D ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF
SYSTE
MS
�:M RE COMPLETED OR AS DEEMED NECESSARY 1=t?12 PUBLIC
SAFETY. THE. MAINTENANCE FOR CONSTRUCTION FENCING UNTIL ROOF
SYSTE
MS COMPLETED
EM ARE OM1�LE ED IS THE SOLE RESPONSIBILITY O1= THE
DE VELOPER/CONTRACTOR.
12. IS SHALL BE THE RESPONSIBILITY OF THE CONSTRIACTOR TO NOTIFY
THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE
MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 41BI
(TRACT AND PARCEL MAPS ONLY).
13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AID?
QUALITY MANAGEMENT DISTRICT'S (SCAOMD) RULE 403, INCLUDING
METHODS APPROVED BY THE CITY ENG•cINEER.
14. A RESPONSE TO A REOLIEST FOR OCCUPANCY SHALL BE PROVIDED
NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE
OCCUPANCY RELEASE FORM.
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR
EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE
NOTES.
fro. PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER
REPRESENTATIVE UPON REQUEST.
Underground Service Alert READ THIS NOTICE
THE ISSUANCEF THIS PERMIT BY THE CITY OF
Cali: TOLL FREE TEMECULA DOES NOT IMPLY OR PROVIDE ANY
CLEARANCES FROM STATE OR FEDERAL WILDLIFE
AGENCIES REGULATING THE PROVISIONS OF THE
1-800
CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS.
422-41,33 RESPONSIBLEYOU ARE HE
APPROPRIATECLEARANCES R FROM OBTAINING T THESE AGENCIES
TWO WORKING DAYS BEFORE YOU DIG PRIOR TO ANY SITE DISTURBANCES OR GRADING.
CONSTRUCTION RECORD DATE I BY REV15(aMS MARK- $LOCK
Contractor
Inspector
Date Completed
IMAYING NO
E. MINIMUM PAWING LOT GRADE SHALL BE ONE PERCENT 0%).
2. MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITY
SHALL 3E A HALF PERCENT t srfl)f
3. • ALL PAVEMENT STRUCTURAL SECTIONSS44OUN ON PLANS ARE
TENTATIVE:. ADDITIONAL SOIL TESTS SAHALL BE TAKEN AFTER ROUGH
GRADING TO DETERMINE THE EXACT PAVEMENT STRUCTURAL
SECTION REQUIREMENTS. USE STANDARD NO.401 IF EXPANSIVE SOILS
ARE ENCOUNTERED,
4. FINAL PAVEMENT A T STRUCTURAL SECTION DESIGN SI`-I4LL F_
SUBMITTED
D AND ACCEPTED EPTED BY THE CITY ENGINEER THE= DESIGN
SMALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER
li i
C C T A SHIGHWAY
DESIGN MANUAL AND UTILIZE THE 1 r YALU
METHOD. THE "R" VALUETESTS
TES SHALL CONDUCTED UGT IN
ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL ME
PERFORMEDY �3 A1EGIS REGISTERED CIVIL ENGINEERT-NUM51ER OF
LOCATIONS ETESTS SHALL SUBJECT THESETE LL E 131E T TO APPROVAL O1=
THE CITY ENGINEER.
5. THE DEVELOPER OR CONTRACTOR SHALL APPLY TO THE LAID
DEVELOPMENT DIVISION FOR AN ENCROACHMENT PERMIT FOR ALL
+-
t,JC)REG WITHIN PROPOSED?ORDEDICATEDCITY 1IG�I`-�IT OF WAY.
6. ALL OTHER PAVED ACCESSES NOT REQUIRING AN ENCROACHMENT
CHM NT
PERMIT RECUIRES A LAND DEVELOPMENT INSPECTION UNDER A
VALID PERMIT.
'I. ALL UNDERGROUND FACILITIES, INCLUDING LATERALS, SHALL BE IN
PLACE PRIOR TO PAVING TIME STREET SECTIONS.
S. AN APPROVED SOIL STERILIZER SHALL ESE USED ON ALL SASE
GR
ADE SUTACES PRIOR TO PLACEMENT OF ASPHALTIC CONCRETE
PAVING.
S. COMPACTION TEST OBSERVATION OF SUB -GRADE MATERIAL AND
SASE GRADE MATERIAL SHALL BE COORDINATED BY THE
CONTRACTOR WITH THE SOILS ENGINEER AND THE LAND
DEVELOPMENT INSPECTORt ALL GRADE INSPECTIONS WILL BE IN
CONJUNCTION WITH OR PROCEEDED BY COMPACTION TESTING.
10, THREE (3) PAVIWG INSPECTIONS ARE REOUIRED BY THE LAND
DEVELOPMENT INSPECTOR, TIME FIRST (lot) AT SUB -GRADE
COMPLETION,
PLE ON SECOND C21�d) T BASE
A � SE GRADE COMPLETION, AND
THIRD (3rd) DURIWG PLACEMENT "` ASPHALT PAVING.
11. COMPACTION REPORT BY 4 SOILSENGINEER SHALL CERTIFY
NINETY PERCENT t 0 COMPACTION O1~ SU - P E:�3 GRADE PREC'?R TO
REQUEST FOR (2nd) INSPECTION
ON AND PLACEME
NT OF BASE
MATERIAL.
12. THE
DESIGN SHALL
H H M L ADHERE TO THE METHODOLOGY
ODOLOGxY SET FORTH IN
CHAPTER P ER 600 OF GALTRANS HIC•s1'-IWA1"' L7E51CI MANUAL AND UTILIZE
THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE
CONDUCTED IN ACCORDANCE WITH THE CALIFORNIA TEST NO. 301
TESTS HA TESTS
LLB SU J C T TO APPROVAL
E B E Y THECITY PP`R L Era ENGINE
ER. R.
13. COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY
NINETY-PIVE PERCENT (°1596) COMPACTION OF BASE MATERIAL
PRIO
R TO REQUEST FOR THIRD (3rd) INSPECTION AND PLACEMENT
OF ASPHALTIC PAVING.
14, PAVING IN DISABLED PARKING AREAS OR PATHS OF TRAVEL
REQUIRES AN INSPECTION PRIOR To AND AFTER PLACEMENT OF
PAVING.
15. PRIME COAT IS Q I RE _ U D 1='RICER TO 1='AVI1kIC�: ,ALL GRADES IN
EXCESS OF TEN PERCENT (10%).
16. SASE MATERIAL SHALL CONFORM TO ALL PROVISIONS OF THE
CURRENT CITY STANDARDS. MIX DESIGN SHALL BE ACCEPTED BY
THE CITY ENGINEER PRIOR TO PLACEMENT OF ASPHALT.
a. MINIMUM OVERALL ASPHALTIC CONCRETE (A.C.) THICKN;=SS IS
FOUR INCHES (411).
bf MINIMUM A.C. LIFT IS TWO INCHES (2"):t MAXIMUM A.C. IS FOUR
INCHES (4"0.
c. TOP FINISH ASPHALT 5URI2"ACE COURSE SHALL BE
C-PG-10-10,
d. BASE COURSE MATERIAL SHALL BE 15-PG-10-10.
11. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN
PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, PUT NOT
LIMITED TO THE FOLLOWING: SEWER, WATER, i ELECTRIC, GAS, AND
DRAINAGE FACILITIES.
C'D BENCH MARK
43 T.B.M. BEING A 1" IRON PIPE, TAG 26457, AT THE
NORTHEASTERLY PROPERTY LINE OF PARCEL 1 AS SHOWN
FILE I BY MAP 0N LE N BOOK 64 OF PARCEL Mi MAPS A PAGE
74THEREOF,RECORDS 4F RIVERSIDE COINTY,
CALIFORNIA.
ASSUMED ELEVATION- 1000.00
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF RANCHO
VISTA ROAD AS SHOWN ON PARCEL MAP 112318 AS
SHOWN BY MAP ON FILE IN BOOK 64 OF PARCEL. MAPS
AT PAGE 74 THEREOF, RECORDS OF RIVERSIDE COUNTY,
CA., BEING N. 49'41'54" E.
4P
IN;." I%:w'r� .r
1.
CO
NCRETE
S �: TE SHALL HAVE A MINIMUM UL MATE �?1`�E SSIVE
NGTH AT 26
PAYS OF 25,00P.S.I.
0,C ETEMAY �UMATICALLY
PLACED AND SHALL
L CONFOR
M
TO SECTION ION 2621 ; :� T H � UNIFORMBUILDING CODE.
2. REINFORCING SI-TALI. BED ►" " WI.4 WI.4 WELOED WIRE MESH
(W. I.M.) OR APPROVED EOU, L.
3. GROUND SHALL BE PIRE-WETTEC> TO THE SATISFACTION OF THE
UILDIWG OFFICIAL OR ENGINEER PRIOR R TO PLACEMENT C
C-ONCIZZETE. CURING COMPOUND SHALL BE USED WHEN RE UIPME)
Y THE BUILDING OFFICIAL OR ENGINEER
1, - 4OHN p INIAA f,4' j REGISTERED CIVIL ENGINEER OF THE STATE OF
CALIFORNIA,
_PRINCIPALLY DDING BUSINESS IN THE FIELD O1' APPLIED
SOIL MECHANICS, Y VERIFY THAT A SAMPL I G AND STUDY C
THE SOIL CONDITIONS PREVALENT #rJ T-H N THIS SITE WAS MADE BY ME
OR �D MY DIRECTION I
U A _ �ONE
'"T
COMPLETE COPY OF THE IC L ENGINEERINGINVESTIGATION
COM
PILED E FROM THIS 1 L D � HI STUDYWITH T!-I 1~iY RECOMMENDATIONS, HAS N
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER
THESE GsRADIWG PLANS HAVE BEEN REVIEWED By ME OR UNDER MY
DIRECTION AND CONFORM TO THE RECOMMENDATIONS MADE IN THE
GEOTECHLAICAL ENGINEERING INVESTIGATION MENTIONED ABOVE.
SIGNED
R.C.E. NO. l
DATE
VIS)6111 -Al __
3
Designed By drawn By Checked By
LUJ L.UJ BJM
Plans PreSupervision. Qred � r p nde Of
Oche �v r O�l�
BF J. MANNPG 41892 Enterprise Circle U, hbl
Ternecidxt, C9L MOO
Bus: (01) i -1€I" Fear: (951) 2-•1~047
R.C.E. No. C038456
C
RECOMMENDED BY: a DATE: (D /4 410
ACCEPTED BY: DATE: 10`llo
GREG BUTLER
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
R.C.E. No. 47109
20 or 2W ( min.
ENOWALL
D Or W OPTIONAL
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CONCRETE . �.•
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VELOCITY
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R I P RAP SHALL ESE EITHER QUARRY STONE
OR BROKEN CONCRETE { IF SHOWN ON THE PLANS},
COBBLES ARE NOT ACCEPTABLE.
2. FABRIC COVER SHALL BE CLASS 2 BASE •
'3. FILTER FABRIC SHALL BE MIRAFI 70OX OR
EQUIVALENT.
5T irn i �.
No 4 BAR$ 18" O.C. 13WBF
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SECTION B- B SECTION -- A
ROCK ENERGY.
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DRAWING NO,, 0%-40-1)
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LD 10-022GR
CITY OF TEMECULA Drawing No.
PRECISE GRADING , EROSION 14ND SEDIMENt 441g_Cg
CONTROL PLAN, NOTES AND DEtA11.8
LOT 166 OP tR 3929 macur 46
apn 921-120-023 Sheet 2 f -A