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GRADING NOTES
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ITI HALL CONFORM TO THE TITLE 1$OF THE TEMECULA MUNICIPAL CODE AND IFSTATE
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1. ALL GRADING EROSION �&SEDIMENT CONTROL RELATED ACTIO ESS CO , ALI�F( �IA _ I .,.. ,
�. "I,�..� �T' � I1 � _� , .ITS �T' � ~
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APPLICABLE,THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERALPERMIT FOR CONSTRUCTION ACTIVITIES. o �o1 _:,15;;. : ,.,.`,: .,-,*** _..
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2r MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. ,ii OT , ._111 ,
PLANSt .�1Il-, -., � r
R- F-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5)SHALL BE SUBMITTED TO THE LAND DEVELOPMENT SEDING .w... , �,N3. STABILITY CALCULATIONS WITH A FACTO 0 .�--� ,." J
N INEEROR GEOLOGIST FOR CUT AND FILLSLOPES OVER THIRTY FEET (301) IN VERTICALY A RE I TERED CIVIL ENGINEER SOILS E G - - � - .,wY.INSPECTOR B G S - �, .....
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4. PROVIDE AS APPLICABLE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS,ALONG THE TOP OF ALL COUTY F RIVER IDE •L (�too {
GRADED SLOPES OVER THREE FEET(31) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM ,.~ y..11", ~ "� I �; 1,
" ....
MAPS,
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1 T' 1. Y,�. ECALIFORNIA AS PER MAP ON LEIC� I2PAGES 59 ..�
OF .,,- § 5
r F
THE TOP OF SLOPES, STATE a11 I
THE
,�5. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT OF ANYIIE ��' wr ...rI �I 11 I
-
CONSTRUCTION/GRADING ACTIVITY. ",..' � ��
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6. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES, NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
STATE
OFCALIFORNIA �� ..,. ..M..
i 0 4
SHALL BE PERMITTED.
TF bole 06 1
r � " �,__1 (�)SEA BENCH, T YP,
7. 8.TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED, PROTECTIVEMEASURES SHALL BE �J�AY f �,r.,.� _ -�_,__[
IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. �aL
ANA ' 4) 11111`11I
k /` SW 1001.81
11",
05
g �,.ry Orb n
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F WEED DEBRIS TOPSOIL AND OTHER .
8. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED 0 S, ,F _____ �� -
RRAIN MUST BE KEYED AND BENCHED INTO EITHER � '� t
DELETERIOUS MATERIAL, IF SLOPE RATIO EXCEEDS 5.1 AND IS GREATER THAN FIVE FEET(6),THE TE US
gi I .1 �'BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT(85/o)WATER SATURATION.
�OAP r -__/
9. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO QfRI TA p
.
'.1 d, ,r 4
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�1AR ,'THE LAND DEVELOPMENT INSPECTOR TWO(2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT(11) IN DEPTH HAVE BEEN PROPERLY ,,'.
1
/: SW loo/.9
PLACED. F ,'/ /,-/ ;
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10. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-0395)AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH MDR G,4 ���rrJ
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LOT GRADE AND DRAINAGE INSPECTION.THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT, - - `Ia r s
E 4 11
.. _ I I
111 PRIOR TO RELEASE OF A BUILDING PERMIT,A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT . M. X
CJS � ��'.} ! 1-,�;.�
(E)PICNIC BENCH, T YP,
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INSPECTOR TWO(2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN y � `- �_ . '. ',NlA _� m� (E) r0 T L 0 r FO REMAIN
CAL I FOR RCA D ,-
CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. :.t - ._ a,__ . FF` ,i
C �`�- w.� CD
�" �R T, CMP 36'p CUL V (E)CONE. WALK (E)CONE, WAL K
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12, PRIOR TO RELEASE OF A BUILDING PERMIT,A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR �, RA 'I. , _V1
` .•_ . 4. n . i;8 i .
TWO(2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE iN CONFORMANCE (E)SFORM ORAI �..�, 11
�- _ �.
. .�,_
WiTH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. Zrl
M JOIN(N)SIDEWALK TO(E)W/#3 DOWELS A F I8" 10
z
TF 1006,64 `,-- IN 1000.87 GRA TE
1 HAINCLUDE, B T N T BE LIMITED TO INSTALLING WHERE APPLICABLE GROUNDCOVER TREES SHRUBS OR 1i ;
\ o.C. Wi�"EMB. (TYPICAL) e
3� 'OST GRADING ACTIVITIES SHALL U 0 INV 995.20 ,.► �-
TH TEME LAMUNICIPAL ODE PRIOR OF INSPECTION, SLOPES OVER FOUR T \\ _T\ rr
COMBINATION THEREOF IN ACCORDANCE WITH E CUC ,(N) x 48 x 39 PC SIDEWALK �., E A'cA DRAIN r ��
\ \ (E)CONIC. S TRIP () � f
(4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P,C, f - -- " . _ -'
CrW 995,23 \ -w: "- - - FO BE REMOVED ,Fir IN laD2.Za
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NOTOSO
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c� -� �7 . I I�' _ � .� M __- Tw 1003100GENERA. N� E _
.s (E)BBQ GRILL \ r --_. - Fs 1002ID a�I �`, FF 1002,00I
11 ' FS/vole 86 - , o
1. All work shall conform to the requirements of the current edition of the Improvement Standard Drawings and subsequent amendments, -�-- - 1N`, • �Ar(^ F /0034 F�laa2,34 I
SSW►i �, \ �, -...,...._ (E PICNIC BENCH T 0 BE REM VED t
' engineer f record from the responsibility for the correction of errors or omissions discovered -- 11v 1001,oo :, �p"'
2. Approval of these plans by the City or its agents does not relieve the applicant and eng nee o eco d o e p y � ��� -� �, / - - F3� , ,
,1 \ C
. -�. - -= FS l0 r r IN 1002.z1�� i
e � IN 1001,50 <, �
during construction, 2 y.,
r rr Hp ' IN 1000.68 ' M ' rc «I �� k a.. , INV 100150
PROPER
/M'') V )A`I � ��.��. HIGH Po/Nr ` ie ` �
r r . r r implementing
. !!\�./!�l\r 1 L INE \,�\ �` // /. '.."Al \ ^,
�• a .", TW 1004.00
3. Any construction change must be first submitted to the City as a redline revision for review and approval prior to implementing the change in the field, FL oW,1Nc FL /__ I . 2 ,,
F F r LINE _ - /� dY � �` X
r . r i"..A SEMEN ICN \ ,
in nencroachmentermit rior to an work within a public right-of way, INISHCD GRADE FG w 105,oo
4. The permittee must obtain a p g y \ °k w �� ----- -
pp p Y µ 11 \
E,VISTING CONTOURS TOP of WALL TW
(N POOI FENCE ME r 4 F 1001,67
.._w
., // /, FS 100 3� �� �p. .�; .00� 8 .
1 ! pre-construction meetin two(2)work da s ror#o be beginning construction. : _.
5. A .,mitt..shall schedule aF WALL �w f Fs l 0/.90 . o �100 .67
p g Y p g g ao F TOr�o _�
FENCE LINE(POOL ENCLOSURE) ,
/ F �00�
�a. a, ,wOPOSED FS 102.35
r I N/SH, L OOR FF E RE FA i NI NG WAL %2� �. ,��, � �:, �..�....�..�,, ,,,...��.M...,� �,�......_.�. ....r...�' �.
n person shall engage in or conduct construction activity, when the construction site is within one-quarter(114)ofa mile ofan occu ied residence, () fool.�5 / / �:;" x; G• .
6r Cify ordinance 94 25 states#hat o pe so s a e gag y, q p
TOP of CURB TC ! 4 /' _ r` lN,~a0z.z2 .�.� ;.. ��
• r CENTER LINE OF ROAD --- -- - NV Oaa. , FS IOD2`35 4 � ��.
r o `p............... „.,......, � a !
hr u h Friday and shall only engage in or conduct construction activity between the hours of 7.00 A.R and 6.30 P.Mr on �-rr \ , 4, IN l 0150 �2: "
between the hours of 6.30 Pr Mr and 6.30 Ar Mr,Monday t o g y yy rF _ , . • ...� x
TOP Or PENCE w -- I
PROPOS...D RE FA/NI NG wAL L �/. /id`, it .n„ p
\ \ '- ao9 E TR E FD BE REMOVED i
Saturday.Further no construction activity shall be undertaken on Sunday and nationally recognized holidays, FOP of DRAIN TD1. ()
;..._..'' �.µ ,FS I, ,35'
r . imply
r r TOP OF GRATE FG ,`,,� \'\ '��, .�r ; °.Y ��,. ,, , A :
EDGE OF PAVEMENT k, ,; ....._" �_ .�� r, FS 1002,� f
7r The issuance of a permit b the Cit does not im 1 or provide an clearances from state or federal agencies re regulating the provisions of state or federal endangered species acts ,, s �I FS 1002,08 Y r - �
p Y Y pY p Y9 / \ y
r r r . . . . . , . /'- -...r..rr www.......+ ..�w.r.rr.. �.......rr F RB JC �,..,». •� ,fix ,",„.............a" .....W..1 IM 9 .A s�1
BOFTOM o cu _.� M R
�- TINGDG, L iNE �� ,...._.. �.....�....� ,.._. �, �` (E)BBQ G lL-- F' ``
'XIS G � 4\ -
from(hese agencies prior to an site disturbance or radia \ N " C PDLL DC �~i
or water quality regulations The permit..is responsible for obtaining the appropriate clearances o g p y g gr F
1 Yr (� C- r h �,,.,I r. ,�.. f,«....,,.,..-.-✓' �..w"' p............."w,." /„•.....,,r /w--.--r"' ......•.,,..r 1 - 1 A ', f!
r
FINISH SURrACE r S / =a BE REl'IO l7Ea,,.y � 7, `r'
r PROPOSED BLDG. LINE -
\ �`� RETAINING WALL OOL F c V `�
N � F \ �. ,,' ,��:........, e,.__........d� ,......�.,..� ,A....M......f' f..............�' �. � ,..s�.�, � �`��'° (�) ETA � AL Wil P EIV�C A,� .
8. Emergency Telephone Numbers (Answeringmachine is not acce table . 951 699 0817, Ste hanie Woolard (Responsible person/Developer)(Company)(24 hrPhone ASPHAL r CONCRETE �C I:. ,� ,� -9 Yp ) Fs�roorss.
ROOF L lr E \ 1� . ' ,�--�-� '1 - A r 4 r RE rA IIS H r c 3,_ ., r�
PORTLAND CEMENT PC f"I'. 0 x �IT3
100 5 ,Number 951 5516165 S enter Woolard Res onsible arson/Contractor Com an 24 hr Phone NumberM( p p )( p Y)( ) __ _ -11 1N 1002.o , , A' ,, Z . s 2.o��" /_ ___ . ___ ____ _ � ,.w.M...... ,....M....... ........ F � 3 F loo Pvc DRAiN L/NIC _Z ____. -. _ �. .�. .. -=__ RcINF. coNCRErc (\t jr J(�/ r � FF 1001,zl Iivv 1000.a0 11 A.1 Tco i , �,� .� � 1(w
. . r r E)SIDEWALK WAL 1 1 PAT .�. y�',�. ti,•,,..„ .,„.,, ,,.,.«.........r° ,w-.».,+^, �..""`"'�. , �.."`"m."`.". �,,.,.,. ,� 1 Z
r ( / \ j (E�L.Gil�`^ O "` ` FG 1004`00 ��
shall abide b the requirements outlined in the Erosion and Sediment Control Notes throughout the duration of the project,including the State NPDES permit for P r \,d ..Aa�, w h lI 1002.'0 . i� �.-
9 r The permittee s a yg p 1 g p F 9 PROPOSED O FS 1002.00 -1, _.M._,, ,,.,..... ,,...w,..... ,�,..."...�.. ... � .
. ,r r S 5��. 5 -._ zea �... O �Nv noe 1,3
) �\ , �- ...N,' .." «...Y,' ..A.' .rf' ,A. .� p.....�......A�' ,._.........✓' e"1 TO/B REEVE
construction activities if a livable. EX/s TING (E f.V L
Ti N ���\'
ICL E VA 0 \ (1f;�� �,
J� •,�. ` 'w ~ �.,..,.«,w, .....r..'' .. .r nen d" ar __/ .-.a'' ! yy /x/1 �` 1'
1 p r r r � w " / PROPOSED FOL ��. .� s
_.. ,.._.... _m... s
r r s.....,....„„ e/..............
.. ,.....w..__. �_..".....,
EDGE Or (c�PAVEMENT EP � � (E)FENCE L iNE ����, .SELF CLG�S�tVG7'��Ir��vGi
///W ,5.,� � ,,, TW 1065.00 ��
i in utilities,N ' oma? �• FF Col,67 A 41 . Th n#ractorshall be res onsible for clearin afthe ro osed work area and relocation costs of all ex s# ut #es _ y�� �� . i
p 9 pp g ,
The _..
r GRADE BREA,�f °' �` ``, � � � ��T�.��R A
r r r . . industrial
. . . r !/ rA .SSI
,- S 77 �� e,r f� /1 4,r PVc DRQ r L INE c�NNE T��-�.� � , . � J/��Jy� J�-{(`J/� RR � .�, � ��
l i n .'- -FV� 2 V 5_� (N/ .../ ..v�«...«.i ......... ..........er' .........,�' E !Tf.,7'/'1 W L/ t.<.���' ,/� h,,_� r �
�. Construction fenc�n r A six foot(6)chain link fence is re uired on all Indus#nal and commercial ro acts until roof s stems are tom feted or as deemed necessary forpublic i. y lNv 999. �� �. - - ;:, �' 2 T
g q projects Y p
r r SL OPE A F SURFACe °� i _., ....� F x". �.TO Hyl .. V��,•TTNG�.... ,A ,`'` .., C dT f � -���/ ',.,.. ;�
n r rN Z°'n k ,
f the develo er/co #acto �N)e
maintenance for construction fencing until roof systems are completed is the sole responsibilityo e M w..
safety, Thep - 9- e ,�, \ M0 v.. �..f
g Y p �� ~ \ "� ��� ,... (GLU€�); IN 99S�M�, . ,ry,.. k
0•h.
d ' �� / i i
FL o w L l�vc(�i MIN) }; / 4 � ti � p �. �.P �. �.� A ���� __4 � " ,� . � ��.. � f � '
r l / �1 ,; yf �I
r ll comply with South Coast AirQualityMana ement Districts SCAQMt) Rule 403 includin methods a roved b the Cit En ineerl 's12r dust shall be cont o ed to 9 ( ) g pp Y Y g ,2 Y ,11 � �:, -• Fs 1r�0/.9/, /, "-� �,�, ,�� ()�„PVCCAIN LiNE � � w. � .�S gp Y ", �w ."...-, F,._w�..,... ..._ ' �' ._ ._1 . „ .h 1002:J�
INDICA TES LOCA TION OF EXISTING SRFACE DRAINS
f d r E-1N T STOR � ° .
for h receipt of the Occupancy Release Form. `0� < . . I
,; .. �- 1 , r ,_ , ,-.___ , �_. .,,, � ...�.,
w
13. A response to a request for occupancy shall be provided no less than three(3)business days o thep y >w i " � F ' ww w. ;
p qTO BE REMOVED r F ko1.81 � ..•A' \ °' 4\ D.,RAI.-To R-MAJ �' M. � �11 11 I
g
in or and Sediment Control lease see separate notes.
(E) TREE To B . �',;� ,..... `�)/ FS 1002.35
r ` ,�r �� e"""_ »�, e 4 41,^�-•...aim � �,�� 0
14. For all others specific requirements on Paving, Grad o p p O - INDICA FES LOCA TION OF EX/ST/NG SURFACE DRA//VS ., �/° , .�-
p q g r x ,.- M I F 102.39 � 0 €.
To REMAIN/N F ,e� r, �1 ..P' �,.........w... ,,...w..w......�' �...,......„.wd' �,.�_..,......wl" ✓I, �,, .ro� /t+�'. r
z 1 1 ` rim o.° .�- r J/ I
ES
c � f `, �, . � \ , �_� 1 �_ � ` '`��` P.�OPOSCD OV�ER�p PQ TIPI, .
0 - INDICA TES LOCA TION Or NEW SURFACE. DRAIN _w
R 1N/001:60 �� 'd ,,/
-TW .999.86 " 1N 0. FS 1002.,a \ o a ,l/ /ice
'�� d. � \ mo w,n d� "'
,/ r r r"'
p � .� �. �Tw 1005.00
- - //VD/CA TCS,XIS TING L IGH T P OL E \ -n� �. F,/*02,25-� .4,. '
., FG 10.0 90 ,., 100 r6 � .3 N �: TF 100/.6
�, �x ,, ,' (N�q SGRFA 'E A R r
(E) TOP OF CURB .:. .., . .1N 1000- . . // r�. G 1004.61 € (
- INDICA FES RECORD AND MEASURED BEARING TF 1007,28 I DRAIN,,hP. . •,. �. SELF CLOSING/LOCniN ° - _-. '�1"" I I
AND 0ISFANCE PER MAP 54 /25-30 UNLESS (E)SIDEWALK . Quo �o €' •,
G ARAN,. .� JV 1 % z
OTHERWISE INDICA TCD. TO BE REMO VED
'' 0 s f1 2 �
r FS 1 �� `
' :. l V�Aze, NV/000.78-
. i r r� ` °R. `:y 3fl ♦�
nal 91 1� � �� aA �� 1 ,�
/n,.. ..,..,p (N)SIDEWALK � . �' 6 '.
t , .!y a a !� .4 `
.EASEMENT NO TES. d _
DISTURBED AREA \ E GA TED ENTRY WAY - _- a )"
8 . I . Y . 4.
r r t -.1--l" ` P\a A N p�p�^ J7 " a
r + '� '1 r + 7 .....-.w.,.,.. \ i'` I 7f{x 02.4 � •�". �' I I A\ 4 le, . I / 11 I I 40 / " ,
EASEMENT FOR SPECIFIC PURPOSES AND INCIDENTAL PURPOSES I~0 SOUTHERN CALIFORNIA EDISON COMPANY, RECRORDED
(I] r _. ,w.._-'0 �. V, . t 'y � \ PRO O D . r.� „ \,� 6 � ;
y r r 1 _ \ �, IN 1002 04� FW 1005,V7
APRIL I9, 19 6 AS INSTRUMENT NO. 40992 OF OFFICIAL RECORDS OR ROVERSIDE,COUNTY OF CALIFORNIA. w ,;... ,,,RES n,` }
i 1 INV I0�Ve4 _ .- FF loo 33 `
\4� � 4 .FF 1002.4 I c
r r 1 7 (N> CONC. SLAB oN '141 114. � t & 1 �r � � � P
Z ILI TY EASEMENT PER MAP BOOK 54 PAGES 25 30 INCLUSIVE. GRADE w/ 3 R_3ARS \,,,, 1.
[11 I0-D PUBLIC U ,µ r \1 i OD \1 o 1001.E f�.�
I'llSdT�l ZZ
A T 18"0,C. E.W. �r . �: F 1002%33
_ >s ,a�. a
BASIS OF BEARING.
,, w.. .. -.. REFER r0 ARc F IooS,61
,.... ,
r,
r ' _ �- FOR GiNG
r �r
1.
is \
POOL AREA µ\ PLUM \ F 1001 X10
f
� ,N F \ !N 100 Z FG 1005,3
THE BASIS OF BEARING FOR THIS MAP IS THE CENTERLINE OF MARGARITA ROAD PER TRACT NO. 20735-41 MB 16411-5 RECORDS OF RIVERSIDE COUTY, w......T �.,�.... r, �_ °' \ INV 10 i, POOH EQUIP. ENCLOSURE � ��
., . 1000.89 s ,Q () rIN
STATE OF CALIFORNIA BEING N 74028'23"E. �,kr��,� \\
� (E)OIL L DI NG ��� �,�a �D
� i`` ;APER ARCH.lS,RUC Te ,.� /
r
6F=1002.43 \\ :�
1 � ,; �
TOPOGRAPHY/DATE:R E FADA PATH 3,1111 Jr A / '/ �. r.SOU C O .
s t d \ � �` it
Nx,,
�� � �� D ��� .F � � •TW,1001,61�' ��Y°
\. TF 1006.96 0 � .BTW NOW r� �
I ISurveyb NGW En In��rin LLC 10110120 0 (E)ELEcrRlc METERF e d ,� TF l0 ITF loot, - , / !"
yl k <____1
4`\ ..
�`4 �' FG 1004.E 3 �/°
(E)S TREE T L IGH T SENSOR I 11
\\l A, , 3'e j d yr
NOTES QUANT�TiESCONS TRUC TION ,.
r % / \ \ (E) TREE FO 6E REMOVED ,Air .
r PROPERTY OWl1/ER i NF�RMA rlX111: No. 1 FEM QrY UNIT r.B.M. REFERENCED 9 ,i
EARTHWORK QUANTiTY. CUT FILL . 3 \\
1 4"PVC SDR35 DRAIN LINE 2.140 LF ELEV=1000' ,�'/
POOL ARCA EX CA VA T/CIV 175 C Y 4 Cy �• \\ �� /
l I lV N r `•
LAURELCREEK Z 4 PVC SURFACE DRAIN GRA TE 12 PCS
\ \ '
DISTURBED AREA.
C/O MS. NANCY WEBB
�. i�5
� THICK CONE. S_AB c,N GRADE OV R NA TIO_ % (E)SIDEWALK Fo BE REMOVED�REPLACED \". ���� �104 WES T GRAND A VENUE, SUI TE A (:D f .
GROSS AREA 2 1 12 A C /` \ .a\I r '`
o ESCONDIDO, CALIFORNIA 92025 w/#3 REBARS A T 18 O.C. WITH TH NON-SL IP BROOMED (E) FOP OF CURB �` f' ;/ ,. �°'... \ \ INV X006. 2 � f `�
DIS T�URBED A REA - I/$ A C (5%� FINNISH(F'C.2500 PS1 A T 28 DA YS, FY=40 KSI(GR 4 0)
E SIDEWALK TO .,11 5,,�` \\ (E 24"CA FCH BA `N /�
BE REMOVED �~�-I . �.� . /-'
WDID#., (D NEW 8 CMU RETAINING WALL (3 MAX RETAINING)PER 118 LF �" M.
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Y
F TION .........1111111II:II!Z!!!'1 'l-K)
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RIVERSIDE COUNTY SP_CI FI CA T c,
N/A _ w
V
,r ry .�• ., r� «��8 f F
05 NEW 5 STEEL POOL ENCL OSUPE FENCE PER ARCH. 215 L F
(E)SEWER (E) TREE TO BE REMO VE - µ M _.s
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Y REVISIONS AMD DATE BENCH MARK SEAL Designed By Drawn By y
C❑NSTRUCTIDN RECORD DATE B SCALE �OFES/Q CITYFTEMECULADEPARTMENT ❑F PUBLIC WORKS
q� NGW NGW 4�ikDATE: L(-)/&r
X5,1 . W.q RECOMMENDED BY
RIVERSIDE CO, BENCHMARK T-30-81 2 1/2# �o� �, �- n er Supervision Of Contractorbo -.-.-.-.-.-.-.-.-.--.-.------------------ -_
� 4� t�` Plans Prepared U d p Q
BRASS DISK IN CONCRETE FLAGPOLE BASE , . �� �WPRECISE GRADING PLAN
. _....
STAMPED T-30-81, 1 MILE NE`LY ❑F- INT, " No. 8 M.
�-' M 09/15/2010 �`
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Inspector ❑F FRONT ST, & RANCHO CA, RD, & MDRAGA E • �1 1, N AL , WANKET � ~"
r Da- e ACCEPTS PA10-01 12-LAUREL CREEK CLUBHOUSE EXPANSION
-------------------
/ REG BUTLER a•_z_ .�::::�::;-t•,�
A RD. T❑ Vertical s r _ w
RD, 2 MILES N LY ALONG MORAL \, N ` .
DIRECTOR ❑F PUBLIC WORKS/Cl rY ENGINEER Cdr :� - • ,...•.
T M COLA UNION SCHOOL] 1' E`LY OF V' � R,C,E, No, TRACT No, 28850-LOT 1
Date CoM feted THE E E � �` r�a fo
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EROSION & SEDIMENT C0_N"kT'TX0� OL F AN _1g '11.,,.�.......,-1.
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I. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS, YEAR-ROUND I I"'..'"', . 1.. I I
_r"Ill I __ ..
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ROUND POLL UFION
FRE VENTI ON MEASURES, ALSO KNOWN AS BES T MANAGEMENT PRACTICES (SMP'S), MUS T BE INS TALLED PR _
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IDR TO ANY FIELD h
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EROSIONACFIVITIES. ADDITIONAL PREVENTION AND SEDIMENT CONTROLS MUS(BE INSTALLED AND MAINTAINED PRIOR TO AND
- ":
THROUGHOUT EACH RAINY SEASON THE DE VEL OPER/CON TRA C TOR IS RESPONSIBLE .
SIBLE FDR EROSION AND SEDIMENT CONTROLS THROUGHOUT
fi
THE DURA PION OF THE PRDJEC F FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPIL y
NG AC TI Vl TIES, AND ON ALL EXPOSED � *;
q fi -�''
SL ODES AND INAC TI VE PADS THROUGHOUT THE ENTIRE SI FE. THE DEVEL OPER/CONTRA C TOR IS ALSO RESPON IBL
POOL SNCL OSURE ! �- r0.`
S E FOR A N Y DISCHARGES -1,1 , f-- . .1. ,
FROM SUBCONTRAC TORS.
FENCE PER ARCH. �,._. �_'I-l 10
:
.� D
.
(D' "I ' ..".
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STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO PRI VA TE OR PUBL CMU WALL PFR Pi " . '.
a
M WA TER, CONVEYANCE
_AN. roP OF _Cf \� �,
r \ ",
WALL ELEV rW'PER PLAN (E)GRADE .
SYSTEM (NA TUBAL WA TERCOURSES, STREETS, FLOW-LINES, INLETS, OUTLETS ETC. . ALL NON-PERMITTED D --
1�
DISCHARGES ARE PROHIBITED ��•
.rye
FROM ENTERING ANY STORM WA TER CONVEYANCE S YS TEM YEAR-ROUND.
1\0
e
ELEV,'IN'PFR PLAN`
BACKFILL, DRAINAGF PER COUNTY srD, �
.,
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'� _�..
.
IF THE FROJEC F WILL DISTURB, EXPOSE OR S TOCKPIL E ONE (I)A CRE OR MORE OF SOIL, THE SI TE MUS F BE COVERED UNDER THE , .4: �'.
S ATE CONC. PA rl�s AB _ .... - ,
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�� ��MIN SLOPE OPE r ORA// 5.0- .-�"" --.
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RUC T/ON FERMI T. A W4 S FE GENERAL CONS TI SCHARGE IDENTIFICATION (W91D) NUMBER SHALL BE PROVIDED TO THE Cl T Y PRIOR TO
° � AIN _ _ ,,... .
WA TER .. --_. - TO O LEV rF PER F AN . \ r
ISSUANCEP F FOOTING
__ �`�,
�-
AND A STORM WA TER POLLUTION PREVENTION PLAN (SWFFF) SHALL BE IMPLEMENTED THROUGHOUT
THE OURA TI ON OF FHE /000.0-
OJ C T THE SWPPP SHALL BE READIL Y A VAILABLE TO Cl FY AND STATE INSPECTORS AND UPDA TED FO REFLECT � �" � � � ������
CURRENTE GRADE , . .���� __ -....� � VER(ELFV �V� PER PLAN ;, I. ,�� � y �.
SITE
CONDITIONS � I
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CONSTRUCTION FERMI T CAN BE DOWNL OADED A F SFP5'PERV!t ._ - _ 111. 1 ..._._.....
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WWW.WA TERSOARDS.CA.GOVIWA TER-ISSUES/PROGRAMS/S TORMWA TER. THE SINPPP TEMPLATE CAN BE DOWNLOADED A T } !\�5 -1 .�-, "I ,./. , U ,. ., . ; �.� l �f I z
W.CABMPHANOB DOKS.COM/CONS TRUC TI ON.
4. ADDI TIONAL EROSION AND SEDIMEN T CON TROL MA TERIAL S SHAL L BE S TOCKPIL ED A F VARIOUS L DCA TION / , "' .."'. 1: ."', ,�L . I �
r\ . 1, ,l/ I �5IJ ___ ,� " "" �l 0) . � .. �/ I.. . ,.I. . I
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-
S THROUGHOU T THE Sl FE FOR ..
/� \
IMMEDIATE IMPLEMENTATION WI THIN SEVEN (7) DA YS PRIOR T \ CIA " ,/11-.1 I , :O ANY FORECAS FED RAIN. THE DE VEL OPER/CONTRA C TDR SHALL MAKE0�
!! 1, <1 qW
� *�
0 5
1
A VA IL ASL E EQUIPMEN T AND WORKERS FOR EMERGENC Y WORK TO PRO TEC F THE ..�, F
SI TE, _ ,
SCALE 1 10 ,.� �._ _ � .a:` L
5, PERIMETER PROTECTION MUS(BE INSTALLED PRIOR FD ANY CLEARING ACFIVll"IES. CLEARING ._ �- I v
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LL BE L IN/FED TO AREAS THA F WILL BE � , � ?' ,`�� " J,
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M DlA TEL Y GRADED OR DISTURBED, A COMBINA TION OF EROSION AND SEDIMENT CDN TROL S SHALL BE IMPLEMENTED
a t r ,.. .,� ` f
NTED IN AREAS FHA T . , w.
HA VE BEEN CLEARED, ALL DISTURBED AREAS OF AN INA CTI VE SI TE, AS DESCRIBED IN SUSARTICLE d. B OF THE
O GRADING MANUAL, A\ -_�� .a,. _�
i
I .1 ``. �.r�, � ,s. l!-1
"
SHALL ALSO BE PRO FEC FED.
6. AL L EROSION AND SEDIMEN T CON TROL S SHAL L BE INSPEC TED, RES FORED REPA IRED OR MODIFIED YE R-
r 11
ROUND \i
AR ROUND THROUGHQU T THE SITE TO ��� �, -,
-r� X
PRO TEC F PERIMETERS, ADJACENT PROPER PIES, ENVIRDNMENFALL Y SENSI TI VE AREAS AND ALL PRl /,, `� ,.. ,
VA FE AND PURL lC S FORM WA TER W ,1 - / ►�
CONVEYANCE
I y 3 /}(•
MANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT MORE EFFEC FI VE
CMU WALL PER PLAN, FOP�F '.- _ �. - /�//�` <_
ONES WILL BE WALL ., �: , . , z�.... ; __:.- �� . .� . �
REQUIRED IN THEIR PLACE, ELEV. rW PER PLAN �, » . ..
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7. EROSION CON TROL S SHALL INCL UDE, BUT ARE NO F L IN/FED TO, APPL YI NG AND ESTABLISHING VELE TA TI VE CO - \
O VER, WOOD MULCH, S TAPL ED % w �. 4 -__ t, � _r �F ,`1,
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1111-•" .:.;� ",,,,
SHEETINGOR FINNED BLANKEFS (STRAW, COCONUT OR OTHER), PLASTIC (MINIMUM 10-MIL), POL YPROPYLENE MATS, 5PRA Y-ON /0/0.0-- ; r
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CONFROLS TO ALL DISTURBED
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A A S, OR OTHER MEASURES A PPRO VED B Y THE CI T Y ENGINEER. JUTE NETTING SHALL NOT BE USED ASA sL OPF A � � � a ,e
_, 8 CKFILL, DRAINAGE PER coUNrY SrD, _ .
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PROVIDEFIBER RDL L S AND EITHER A BONDED FIBER MA TRIX PRODUCT f a� d ,
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APPL IED TO A RA FE IOD ,o 41, L.
OF 35a� LB/
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C APPL IED TO A RA TE OF lD GAL/ACRE THE Cl FY MA Y
APP -- - F F F �L ER PLAN
ROVE Dl - �- _ a
DIFFERENT d �DFING F FFP
R N F APPL
ICA PION R FE R SLOPES L ESS THAN \ 4._�, / ♦
A S FOR ..T_____
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t /:
1111 ...... 5 ` 1 ""'-w 'A' �f r.w» ''
�. SEDI ME /000.0
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N T CONTROL CL UDE BUT ARE N �-- �- ��` __
y x� i ,1111 1111. ,^ �. /� .. , 0t 1.O L IMI TED F0, DESIL TING BASINS, GRADED BERMS, FIBER ROLLS, SIL F FENCES, GRA VELw
441 CDNC; PA rID SERBfSAG CHE VRONS (FILLED WITH
...,...+r' 1111 ,«... 1111.,«NIMUM GRA VEL), CHECK DAMS, DRAINAGE INLEF PRO TEC TION, ETC. FIBER ROLLS SHALL BE INSTALLED 0� <."1 f ,
"wI r
2%MIN SLOPE TO DRAIN
1
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IN 15 FO 0 T (15) INCREMEN TS NEA U D AL ONG ON THE FACE OF THE SLOPE, SIL F FENCE SHALL BE INS PALLED AL DNG INFERIOR S TREE TS �� ... m� O
`� y' w.... u nJ
AND COMBINED 1111. - -..� .
N WITH GRA VEL-BAG OR SIL T FENCE CHEVRONS IN lD
S WAL K RI GH F-OF- \ T �� ..,. �t. M,
t
,II., 5. . 4 �� D z
WA Y OR BACK OF CURBS. �.,
g` , >` .. __.. �,
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9. ALL ONSIFE AND OFFSITE FLOW LINES (V-DITCHES, S, TERRACE DRAINS, RIBBON GU F TERS, CURB GU T(ERS, ETC.) STORM WA TERC ,. . \ a
CONVE __. 1111_. ,.._�,.
MANCE S YS TENS, CHECK DAMS, CHEVRONS, SIL F FENCES AND DESIL TING BASINS SHALL BE FREE OF SEDIMENT CON ` \ �w `,. ,�
ONS TRuc F�DN
J/ \ '
MA TERIAL S, WASTE, MISCELLANEOUS DEBRIS, AND DE TERIORA FED EROSION AND SEDI MEN T CONTROL YEAR-ROUND. �I � SI,__ 4 .• , �._.: . .j U
S R ROUND. ., " ........_. »... rvr, �.
10
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UPDA TED. 4/l/�00 9 OF 2 R. l L A NODE V f CONS � .�_.
j /11 �� �
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O EROSION AND SEDIMENT CONTROL NO FES.Doc �,. 4
SCALE 1 = 10 ,- 4 _.._
11, .�`,1 a _ o f.. �' -zt'x. }(fes ( "
.
CONSTRUCTION WAS TE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WA TER-FIGHT BINS. WIRE MESH RECEPTACLE
WILL NDF BE / \... r ..
ALL �
' �� "� ro ,,1111.
OWED, WASH-0 T � 'L. ___. y ,�.�
U STA TIONS SHALL BE _._.. ., m, �.
x' r C
RO VIDED FOR CONCRETE, PA IN F5, S FUCC0, AND Q FHER L I QUID WAS TE SHALL BE L INED Wl FHow �'
4 2�0 ,,� .� r".11,.1»...,1 ;...
i "� l D / ` ~ q
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.. 111«1. .. ', a ' °�
PLASTIC AN LOCA FED AWA Y FROM STREETS, SIDEWALKS, RIGHT-OF-WA YS AND FLOW-LINES, ETC. PRIOR TO ANY FORECASTED RAIN BIN 11 .
AND WASH-OUTS SHALL B 1111 �;; _.... .
E COVERED WI TH A L ID :{� \ _ »»..._PROP05E0o�,. �
r �I
r ,,.. .f' , _r' _..., �.
OR PLASTIC TARP. M n
r ' �. O ��
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E ,1 , /11 .....�... .:.:. ...;...... , ....:....... �..
CONS TRUC TION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINA TION OF ROCK AND SHAKER PLA FES YEAR-ROUND ,
TO PREVENT r
a91...,. ......�/' ..., s .r' .�r. ee
"G ;� r' �� r' \ r.....-......,.., ,... r.-11,1,1 �................ rM......... 1,..............a ,.......... `.f r, %rr '
/'� q ,,.v ,A'....., /I
f n / F ,r'�{"'M1�A'"'L" �....,....„�,.._.P r.nw.+...-, vn„w.m Y..........r .,..._..d r.�:.«..n w rm.._:w`' 1111.
FRA CK-OU F, I N(ERI DR A CCESS POIN FS (ALL PROPOSED DRI VEWA YS MATERIAL 5 FORA GE AND2 1
��e4;-:� .� �,.." \ r � .�- ,� ,�� '� ,� � �� ,`�
STAGING AREA EN FS ETC. SHALL ��- /�
([
�/
„ :. ^, A' / ; ',. ` .' .., d »1111... .,.........% *.,•.......f' P..._.....J' r.....�........,d" .11, -'f.•.•.•.....'f .. 'y� F
i
I
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q I `/
ALSO BE PROTECTED WITH ROCK TO VENT TRACK-OUT ONTO INTERIOR SFREEFS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL = ll`. '4 I . 11�w w . .y'
d,.,p w ,,�' -,gyp' ,I ",: w.n«....m �w„....,n•-ww+"t J�,....�......-+nw ✓ I�..J..,.w.w.r!• "tl 1'.A. 'v -
. 14
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f /f \ a;€ 1111... \�✓, r�,, g( +�
d r'' »..ry n O
PAVED STREETS WHERE TRACKING I S OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN S TREE T SWEEPING BE 1 o y
COMES INEFFEC FI VE. l
➢. /, /; ;,,e<: a 6 A r 19 ,,� �, „„,,,,r' �,...m, .r' �..s' _ r w..�.r !f� !rr� !/j Nw
Gr
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CON TRDL L ED S FREE F WASHING WILL QNL Y BE AL L O WED PRIOR FD THE APPLICATION OF 'f .V
SPHAL F SEAL CDA FS, AND QNL Y WHEN ALL �. �.[/ � t ,, `r/�a .� . f
f; ,I .. y' i�c' " 1,. ` •`� 1�I '.. �....,.......,..,r �............... ,,.....,,.........+' e ....m.....d' ,..........-.......A' /'7t...,......13•f' r'`" ,�,yP?. F
PERTINENT DRAINAGE lNL E FS ARE PRO TEC TED, D v- ;�1.�<" - 'I, .I., . I I" * I
r, �� ! �� �d ,,111,1..., r. "' � ,.
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12, DESIL TING BASINS SHALL BE SIZED ACCORDING TO THE S TA TE GENERAL CONS(RUC PION PERMIT (3d 00 CUBIC FEET OF S T ..w�/, . W � � _wr .
DRAGS PER ACRE \ � 'ROPOscD �VEREA FI
` i
»:
1 ; \ ,� ,1111 F
EVEN IF THE S1 TE DOES NO T REQUIRE CO RAGE UNDER THIS PERMIT WA FER SHALL BE FlL FERED AND DRAINED FROM , w \ �...
1111_ D
Q
OF DIS TURSED S1 J \` -` _(V ,
BASINS WITHIN 72 HOURS. (F) TOP B . _�. �/
OF CUR
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d � (D
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M.
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C L_ �, f /,;r — a f f'
V 14- {
/J. STORM WA R RUNOFF SHALL NO T BE DIREC TED OVER ANY SL ODES WI THOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND �. =- -» = - -
k6 ,� 4,�
�` a p &1:111
.° �� Ir
SEDIMENT CDN FRDL S . . �_ . Z� ��e
ALL EXPOSE SLOPES UN TlL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ES(A BL I SHED.
A ;{ ��� 1,' I'�� \ mfr, °I by f �,.
/00 V n
V d. -r � / '�...1111. ' k R... yy .w
o PRIOR TO THE ISSUANCE OF A CER FIFICA FE OF OCCUPANCY. f,Of�,j,� _
��.
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r
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I'll
1, w7 W
IAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORFABLE TOILETS, LIQUIDS GELS AND POWDERS SHALL B ' a r'' ;"' :' dk 1� a � r
E �. � ,
��o a
5F a,f F '
GRED AWA Y FROM ALL PRI VA FE/PUBLIC STORM WA TER CONVEYANCE SYSTEMS SIDE . 11
r 1
\. 1 a�,
KS, RI GH F DF WA YS AND FLOW-LINES AND �g r, . .0 4 PRO F k'"..I
c� nit RFs FRD \ ,
F F",
A
y.
V Sp
` FF�1002:4
SHALL HA VE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED A T ALL TIMES, ACTIVE STOCKPILES SHALL BE E : d d 4 .�
.. \1 / \\\ " 0 / � ,
11 - »,,
CAS FED RAIN. ., ,'. ".
k
�� 1. _ \ \ \ .4 , I I I
�"
v I .A k I r I
ALL PQR TA BL E MIXERS SHALL HAVE PL A S FI C L I NERS UNDERNEA TH WITH GRA VEL-BAGS PLACED QN THE D D WN-HILL S/DE OFT V-� — ----�,___ / . .�� I"I . .1
HE L INERS F0
, J~o \
ti / \ /1 1$ A f I/ ''I � �
CONTAIN DISCHARGES. �.�.
ld. IMPOUNDED WA TER SHALL BE SECURED -� ,� •x 1 �.: ,�/ F
FROM THE PUBLIC. SIGNAGE INDICA TING PONDED WA TER-DO NO T EN TER SHALL BE FOS TED.
\d / (E).,901LOING \\ Zw°�a. t �� C;
i 1 n �' ,FF=1002.4) �1. 2 C.1
17. NO OBS(RUC TIONS, 0(HER THAN BMP S, SHALL BE ALL OWED WI THIN ANY STORM WA TER CONVEYA f
C SYSTEM, UNLESS AL TERNA FIVE � I I
DRAIN / i
.111 V t r
L l IES HAVE BEEN APPRO VED B Y THE ClCI FY ENGINEER. ,
Y Ri
/ /` D 4
r,; .i,A' � � i, I. ` ` /,y,, �
y/ �. '
L, I
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LEGEND ..,\ .' \ \ C) f
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