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IER,�',�),'!)ION & SEDIMENT C01`�'TROL NOTES.4
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1 . F,ILTERED RUNOf7F. ALL RUNOFF SHALL BE FiLTERED PRIOR TO DISCHARGING FROM A SITE OR 1-0
ANY TYPE OF PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL. WATER(-."OURSES,
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STREETS, GUTTHERS, CONCRETE -LINED V-DITCHES, STORM DRAINS, FLOW-11-INFS, INLETS, OUTir *Z),
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ETC.)..ALL NDN-PERMITTED DISCHARGES ARE PROHIBITED �`_ROM ENTERING ANY STORM WATER
YEAR-ROUND.
2. aE�,S-T-,-i�4ANAG-tMENT-P.RAC'TICE5 _(BMP*S),__ YEAR-ROUND, POLLUTION PREVENTiON M,EASURES, ALSO
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KNOWN AS BE � MANAGEMENT PRACTICES (BIMPPS), MUST BkE_ 'INSTALLED PRIOR TO ANY FIELD
ACTIVITIES. BMP HANDBOOKS CAN BE DOWNLOADE"'D AT WWW.CABMPHAND800KS.00M. ADDI"1`10NAL
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EROSION PRE'VENTION AND SEDIMENT CONTROL �ESC) MEASURE'S4 MUST BE INSTALL,--D AND
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MAINTAINED PRIOR TO AND THROUGHOUT PEAr(."f'H RAINY SEASON. THE DEVEi-OPER /CONTRACTOR is
RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATI10IN OF THE PROJECT FOR ALL
CLEARING, DISKING.. GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED
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E_10PES AND INACTIVE PADS THROUGHOUT THE ENTiRE S11"E. THE Drt-VELOPER/J'CON-'!RAC-["',r.�IR lll'�
ALSO RESPONSIBLE FOR ANY n1DISCHARGES F-ROM SUBCONTRACTORS, .
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a, STOCKPILING OF BMPS, ADDITIONAL ESC MA;ERIALS SHALL BE STOCKPILED AT VARI0f%..J,'.:3'
HOUT THE SITE FOR IMMED'IATE USE WITHIN SEVEN DAYS PRIOR 'TO ANY
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FORECAST RAIN. ON EMERGENCY Si iUATIONS, THE DEVELOPER/ CONTRACTOR SH AL,__
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I M ML`-_D I A TE' Y MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SIT
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3. ERGS AND L_ �� I
- aE.DlMUJ_ CONTRO' S., ALL ESr" MEASURES SHALL BE 'NSPECTED, RESTORED,
�l THROUGHOUT THE "ITE TO PR0TE(p_*",lT 11
REPAIRED OR MODIFIED YEAR-ROUND t Z) PERIMETERS, ADJACEN^?-
PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE/PUB,LIC SATORM WATER
S. IF ANY EROSION OR SEDIMENT r%.WNONTROLS FAIL DURIN(13 ANY RAIN EVENT.,
MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE.
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o. EROSION CONTROLS. EROSION CONTROLS SHALL INCLUDE, BUT ARrE NOT LIMITED TO APPLYING
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AND ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKE'S (STRAW,
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4 $ 1 ENE MATS, SPRAY -ON
C 0("J"C' ) N U T OR OTHE-R), PLASTIC SHEETING (MINIMUM 10-MIL), POLYPROPYL�_ I
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CONTRO,.-S TO ALL DISTURBED ARE -AS OR OTHER MEASURES APPROVED BY THE ITY ENGINEER.
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JUITE NETTING SHALL NOT BE' USED AS A STAND-ALONt EROSION CONTROL. FOR SLOPES
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GREATER THAN 4: 1, PROVIDE FIBER ROLLS AND EITHER A BONDED 'IBER MATRIX PR0D`,jl%C..T
APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER NiATR!X PRODUCT APPLIED TO
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A RATE OF 10 GAi_/Ar`RE. THE CITY ENGINEER MAY APPROVE DIFFERENT APPLK'NATION RAIE
AN 4:1.
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b. S,Pl._'DlMENT CON"I"ROLS. SED42MENT CONTROLS SHALL INCLUDE, BUT ARE NOT Ll M I TE D -1 0 :
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DESILTING BASINS, L_ �_, I I 4- $
1 , GRADED BERMS, ABER ROLLS, Sl` T FENCES, GRAVEL BAG e-NHEVRONS (r--.lL' -D
WITH MINIMUM % if lfGRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETICX. FIBER ROLLS
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SHAL.i.- B�E 'NSTALLED IN 15-100T INCREMEN-l"S MEASURED ALONG THE FACE OF THE SLOPE.
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SILT Ff___Nkf_`l'E SHALL BE— INSTALLED ALONG INTERIOR STREETS-0 AND COMBINC�,_�D WITH GRAVEL -BAG
OR SILT FEN,`�'_��E CHEVRONS INSIDE THE SIDEWALK RIGH"I'-OF-WAY OR BACK OF� CURBS,
4. aT N.HRQCTION. GEN IF THE PROJE'Ci DISTURBS,, EXPOSES OR STOCKPILES ONE
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ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER 'THE STATIE CONSTRUCTION GENERAL
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PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER, A RISK L' "VEL DETE'RIMINATION
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NUMBER AND THE QUALIFIED "'STORM WATER POLLUiTION PREVENTION PLAN (SWPPP) Dr
(QSD\ SHALL BE' PROVIDED TO THE Cll'Y PRIOR TO ISS,�UANCE OF A GRADING PERMIT.
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SHIALL BE IMPLEMLE'NTE-D THROUGHOUT THE DURA7*10N OF THE PROJE*CT AND SHALL BE READILY
AVAILABLE TO CITY AND STATE INSPEC-l"ORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS
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"133 I 0 N, I H I ... (._`0 0 N S T R t. J Cl. T 1 0 N P rE R Ml -1 CAN BE DOWNLOADED A T:
WWW.�VATERBOARDS.,C.,..A.GOV/WATERISSUES/`PROGRAMS/S-TORM'WATER/CON,,,STRL)lCTI,�,o. N,
5, i� F E CTION. PERIME� R PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING
___LJ-RlML,_TER PR.0Et_C iE
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ACTIVITIES, CLEARING SHALL. BE LIMITED TO AREA" THAT WILL BE IMIMEDIATELY GRADED OR
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DISTURBED. A COME31NATION OF ESC MEASURES SHAL.L. BE_ IMPLEMENTED IN AREAS THAT
� , HAVE
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BEPEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE,, AS DESCRIBED . I
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6. CONSTRUCTION ACCESS PQJ,NTS CONSTRUCTION ACCESS PCI WITH
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COMBINA-1-10IN OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK -OUT. INTERIOR
ACCE!_]*�S POINTS eALL PROPOSED DRIVEWAYS. MATERIAL STORAGE AND 'ZTA",�IN"', ARFA
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ENTRANCE"S/EXITS, ETC) SHALL ALSO BE PROTECTED WITH R(.)CK TO PREVENT' TRACK -OUT ON-m
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INTERIOR STREETS. ROUT�NE STREE-l' SWEEPING SHALL BE PPRFORMED ON AL�._ PAVI'l_
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W'HERF TRACKING IS ORSERVIED. VACUUM SWP,P-PERS �,`_)'HALt_ RF USFD WHEN STRFFT SWFFPlN(")l
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"��, �_ROLLED STREET WASHING SHAL'i- I
BECOMES INEFF.6- 11VIE. ��ON` ONLY BE ALLOWED PRIOR TO THE
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APPLIC"ATION OF ASPHALT SEALkr.�..OATS, AND ONLY WHEN ALL PLE'RTINENT DRAINA('3E INLETS ARE
P R 0 TE (._�` T E D.
7. DE-SlI.TING EA51 DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED
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IN CASQA"l,5 CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE
PUBLIC., SIGNAGE INDICATING t;l PONDED WATER - DO NOT ENTFE-R. $1 OR AN EQkl;'IVALFNT WARNING
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NOTICE, SHA1.1, BE POSTPED., I .
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8. MATERIAL STORAUE., MA"i-ERIAL STORAGE AND STAGING AREAS SHALL BE FS_'[�ABLISHED. 'FUE�
r-
TANKS, PORTABLE 'TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAP.'.'-_ MATERIALS AND STO(I'a`KPiLEI.z.� OF
�l il
SOIL SHAL"L B` STORED AWAY FROM ALL PRIVATE, "PUBLIC STORM WATE-R CONVEYANI('0,1E SY'Nz3TEMSl
SIDEWALKS, RIGHT-OF-WAYIS AND FLOW -LINES AND SHALL HAVE' SECONDARY CONTAINMENT.
INACTIVE S"FOCKPILIES OF '5i(DIL SHALL BE COVERED AT .ALL TR44ES. ACTIVE STOCKPILES SHALL BE
I
COVERED PRIOR TO A F0RE(,^o'AST RAIN,
9. C 0 I ISCELI ANEOUS DEBRIS SHA1.1 BE P1 Ar-NED !N
.h-NSTR - �j C TI 0 WL:c��-3TL., CONSTRUCTION WASTE AND M " L_ �,_i
WATER -TIGHT BINS, WIRE MESH RECEPTACOLES SHALL NOT BE ALLOWED. WASH -OUT STATIONS
I
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SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE., AND SHAI L BE
"
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LINED WITH PLAS-11C AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS,, FLOW LINES, ETC" , RIOR
�_ I
I I k-,.,
TO AN Y FORECA'S,T RAIN, BINS AND WASH -OUTS SHALL BE 0\_t0VER'L_D WFr.H LIDS OR PLAS-l"Ir"
TARPS.
'40. i �_ ?" ,I
I 'C i ION, WA""ER RUNOFF SHALL NOT BE DIRECTED _R SLOPES WITHOUT
; ' STORM OV"
,.�'!2PE.__ ER.OTE- .- %_
i= . ,J
PERMANENT DOWN' DRAINS 'INSTALLED. ESC MEASURE'S. ARE REQUIRED ON ALL EXPOSED SLOPES
�_
UNTIL SUFFICIENT PE-RMANENT LANDSCAPE IS CESTABLISHED. THERE SHALL BE 1 00% SLOPE
PROTECTION; IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OC"'UPANCY.
I I �a
I-
11, P ALL PORTABLE MlXv_RS SHALL HAVE PLASTIC, LINERS UNDERNEATH THEM WIiH
2R., ABLE Y -I-
L _Al_iLE,53w k.-
GRAVEL-BAGS PLACED ON TH�E DOWN -HILL SIDF OF i HE LINERS TO CONTAIN DISCHARGES.
A
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12. M I AND OFFSITE FLOW LINES (1,E.t V- AND BROW -DITCHES, TERRACE
ALINTENANE,F. ALL ONSI-?-E
� E
DRAINS,, RIBBON GUITTERS, CURB GUTTERS, El"CA STORINsol WAT;E'R ko-.1"ONVEYANCE SYSTEMS, CHE'"CK
/ �
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DAMS, CHE-VIRONS, Sli T FENCES AND DESIL�ING BASINS SHALL BE FREE OF SEDIMENT,
CONSTRUC_ ' 110N MATERIALS, WASTE., MISCELLANEOUS DEBRIS AND DE-l'-ER110RATED Eez:3C M
YEAR-ROUND.
I Z. THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM
13. OBSTRUCTIQN�L NO OBSTRUCT'ONS, OTHER I
.1 -
WATER CONVEYANCE SYSTEM 7 UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BIE'EN APPROVED
BY THE CITY E-INIGINEER.
14. OTHER r -rRUf_"Tl0N K)--F'ER TO SEPARATE NO'TES i�_OR "GENERA' )t "GRADING:"' AND
_CON.2i t -%.e ,- NQ�� L I ! i Lf
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"PAVING" REQUIREMEN*IrS,
10
1'"'*"RADING NOTESt
(2 ...... ..
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"TION AND GRADING RELATED ACTIVITIES 41,"-., STOCKPILING, LAND
1. STAN RDS. ALL C0NSTR',,,(,,, � L
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CLEAR"NG, EROSION & SEDIMENT' (%_`o'l0NTR0[_, ETC,) SHALL BE PERFORME_D IN ACCORDANCE WITH
I
'
CHAPTER 18 OF THE CITY OF TEMIE"'ULA MUNICIPAL CODE 11"HE ENGIN't'-ERING AND C0NSTRU(__',`Tl0N'
�_o �
MANUAL, ALL APPLICABUE STANDARDS, THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE
.
�_
(APPENDIX J) AND, IF APPLICABLE, TH' STATE WATER RESOURCES CONTROL BOARD (SWRCB)
\ '_ '_ y
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR
CONSTRUCTION 'AC"TIVITIES. I .
t.. L.
2. P 4E_ R M I T I
- R �Et A GRADING PE.-IRMIT SHALL BE OBTAINED PRIOR TO C0M.l.k)lENCEM,p_-N_T_ OF
ANY WORK ON THE SITE.
3. NOTIFICATIONS. PUBLIC., WORKS SHALL BE NCTIFIED VIA .THE PUBLIC WORKS lNlZ`)'PECTI0N LJNE AT
(951) 308-6395 AT LEAST
; 24 HOUIRS IN ADVANCE OF BEGINNING ANY CON STRUC-71,10N /GRADING
OPERATIONS.
I
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4. SOILS. ALL CONSTRUCTON/�G`RADING -ACTIVIIIES SH.AL** BE DONE IN CON"-ORMANCE WITH
- �[ ' I L I
: I
:L IBE CONS'DFRED
RECOMMENDATIONS OF THE PROJECT SOILS INVEs,rifGATION. SAID REPORT SHA.i. � -_
I
I A PART OF THIS GRADING PLAN.
5. UT/FILL. '
k
a. MAXIMUN4 CUT AND F`ILL SLOPIES-S SHALL BE 2:1J. 1UNLESS OTHERWISE APPR0lFr_D BY THE e;,.`,'o'lTY
I 11
ENGINEER; AND SHALL COMPLY WITH THE RECOMMENDATIONS OF 'THE SOILS REPORT'. FILL
SL.OPES SHALL, NOT HIAVE LESS THAN 90% RELATIVE- C.-OMPACTION OUT TO THE FINISH
-
t
SUR.r'-ACE.
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b. 'FILL MA-rERIAL SHALL N-1071- BE PLACED ON 'E-XISTiNG GROUND UNTI' THE GROUND HAS BEE-N
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TOPSOIL , VEG"'ETATION AND OTHER DELETERIOUS MATER'AL, !F
CLE'ARED OF WEEDS, DEBRI.S, , t__ it
T�_ 11 �_
IHE SLOPE RATIO EXCE','.-_D'%`_--' 5:1 AND IS GREATIER THAN FIVE f-EET, THE TERRAIN MUS1, B E
I
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KEYED AND BENCH.'FE-D INTO El'HER, BEDRO.r."X OR NATIVE 0.'-"'* 0 1 1 - - $ AS DIREC7ED BY TP-E
GEOTECHNICAL ENGINEER,
I r- I.,
I
c. STABILITY CALCULA'TIONS Wl'Tt'H A F AC "FOR .---- OF- S AFE "IFY Or, Al L E A ST 0 N E A N D F"I V E T it.:_'NTH,',-'3
I `OILS
I
i � *STERED C I Vh E IN " I N P'E R !D
ti 5) SPHALL BE' SUBMITTED �O PUBLIC WORKS BY A REG"'I L_ 0 " ,I
�, .,,- /
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ENGINEER OR GEOLOGIST FOR kn_,U� AND FILL SLOPES OVER 30 FEET IN VER71CAL HEIGH'E
! t-
d. ALL GRADING SHALL BE DONE UNDER THE SUPERVl'%c_'s',l0N OF A REGISTERED G,�VIL 'INGINEER,
I T
i TWO SP'TS OF WR I TFE-N CERTIFIf"ATION
SOILS ENGINEER OR k(;"E0L0GlSl_,, WHO SHALL SUBMI-'_ S_ I \01
�_
THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BE'E"N PROPERLY PLACED,
. I 1.���
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rl-t el - N 4 .Vlfta.�e.i.-I�'*'i"�l-t-.!!*-'Y-'L ---- &_r_'_-L jj5jjj4rp QjQQjJZ&-f'_t r-NAMMA-r�i,�ktAgh5=c--.tLA-k,-I-Qrm i5--1 ----- AL-"r---.f-�tS'11-'kf!.I------- ---
-i 6141 -------------
A -4 - -4-nT.N.- _1_�'. r _ ...
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6. DRAINAGE.
I
k. I �; tw1v lNZTf7Q �w I I 0 VVIUL VfNVV 'L.0 M R I Wi"TUN tA I I VL IWIM n I U f WT
Q ;;a i I Q;;i I W rp 0 Q I— V'� Y-ft 3- A k It __ Y'% fft 0% �-1 A 4- 1 JA &�Qr--^ A l.ta^Q Q;;Q Al I A A A; I
I F, T7*�T U;
T
r� lb� � oell-I
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a. AS APPLICABLL, TIL, BROW DIlt,,.HE_'S TO C(,)NVEY 100-YEAR STORM FLOWS OR
7 I
4i 1 R u u I u I-% L 0 1 - L! � r- U-M I f r-l-WrILL, rAl-lU 1_�%�,f �,kMMAJ upt' Mli V1 1-0-,J�,,
i
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't 1, SLOPES OVER THREE FEET IN
�. I
PROVIDE G R A D" F D B't-,_- R M S 4-ONG TH E TOP OF ALI - GRADED
- - -1--l"t, seu== �v Is
<,,_N.....��- -.mn, 4 owe III&APIWA." =-=a iarpa;wall i iarl�-;All --f--.------I-..-..,Dn.,E.L--..I-..Jlf.
-17-uv
et__ Q A 11
on
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VERTICAL HEIGH"l- OR THAT ARE ADJACENT *'[_0 GRAD'D AREAS, TO 1-11RECT SURFACE RUNOFF
1.11 ID ! trVU 1,, I M E.'_ M V MMILL 777� ,Z) F_ k4 t !;,,4 N (X UF_ it -NIL L Ul f
L_ m
AW, LOPES., ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE
.. QWQ;r.QWQ;r. Qowill QQA;;rwp lj!Q&jw,Q lQll=.-r----l---azwilQ;;wwrw
'�_� ,
4 t �1% 1, I I
APPROVED PLANS.
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, I I ��%JNJJF,ku�aj u.f"k%3!lV -..7rA^$LU 1 k.� I t-LI VVILL; %33f'kV%..si%.Jl'\l_ � L-IN UL-InfLO
�� ^t I lllr�l ___*T__*l_l____j&___ Ap
71 lL_T_7--,=Zx ,77.
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I ALL _1 * "IMES, NO RUCTION
b, EXIS"Ir'ING DRAINAGE COURSES" SHALL CONTINUE 'TO FUNC'TION AT I OBST
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"""') _ANG
.
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OF FLOOD PLA"NS OR NATURAL WATER COURSES SHALL BE PERMITTED,
� 78, PROTECT IN PI ACE EXIS STRUCTURE.
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c. TEMP0RAR"*t' DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE
___19 rl')"HE'ET
r-
_�_ ?I SHALL BE IMPLEMENTED TO PR0TE,`_`,lT ADJOINING AND
" PROTrE-CTIVE MEASURES
INSTALL�'_D-
; 0/1 CONSTRUCT 4' LODGEPOLE FENCE PER PLAN AND DETAIL B ON 35.
- i lQ_ln_�_lLl_
1 y$,q"sv r-
2v5T5 LF
DOWNSTREAM PROPERTIES 'r R 0 M Sl LT DEPOSI TION AND PON DIN C1'2"k WAl'ER DURING
I L I C ON SHEET 15.
80 CONSTRUCT STEEL PIPE GATE PER Pl AN AND DETAIL %.,
13 EA
CONSTRUCTION/GRADING OPERATIONS.
i
d, APPROVED PROTE"TIVE MEASURES AND TEMIPORARY DRAINAGE PROVISIONS MUST BE USED "_0
""'
/
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tF-'ROTECT ADJOINING PROPE-RT"ES DURING THE_ GRADING PR0JE(_".'l'T.
i A 0 1 1 1 r. &_le*_r_l_l_r�lLnzl_�= r. 0 i;;i a wl &W i -1-r-
I n�a I V17CIT-737 of L-V
F"milTv t i t kafll% 77C77, 'ori I'l 0 I 171 \ I Em I i I I 177i 771-2
.
e, DRAINAGE EA,SEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUIL.DING .OR WALLS
11Q Qr,"r--&-I-]---Cl----In�kl----C%J-IC.F.Z ;4;4 :zd-- 11"T-11-7-p-
77, -Zx 7-1- I ---
: VIV L,4 i- I ni 1_7 rV %Jka�ft %J $ ni"tij ".Jv.
.
SHALL BE PLACED WITHIN THE LiMITS OF EASEMEN-I�S. -
� " 5) CONSTRUCT CONCRETE BULKHEAD PER RC7C&Wl^,D STD� M-816.
4 EA'
�_ �_
f. THE N41NIMUM GRADE FOR CONCRPETE SURFACE DRAINAGE FA,o._o'ILI TIES SHALL BE A ON� -HALF
I�S
I I �_ I
!DERCE.-N-7 (0.5%).
C�8 33 REMOVE & DISPOSE EX. CONC. U I
''NED SPILLWAY.
2 EA
7. PR0PERT.,Y__C.QRN.ERS.. ALL PROPERTY CORNERS SHALL BE CLEARLY DEil.-INEATE-D IN THE FIELD
.
,,
. PRIOR TO I(_30MMENCEMENT OF ANY -'k-",IONSTRUek-.'*OTICN/C7RAD'iNG ACTIVITY, AS DIRECTED BY THE CITY
�F9 REMOVE & DISPOSE OFFI�33TE EX. CSP RISER.
. 4 EA
ENGINEER.
'sDING L�LSEE ti 'L eE REQUESTED
8. ROUGH GRA _Q �10�NS�PRIOR TO EWILDING-L P' RMIT, iNSPECTIONS SHAL
1��
.
if,-*`%. u _rE DIP CROSSING,
.(8 REMOVE & DISPOSE OFFSITE EX. ^UN]
,
2 EA
I 1. I
VIA THE PUB" iC WORKS 'NSPECTION LINE AT (9'v'--';l) 308-6395, SUBMIT THE FOLLOWING:
k
*-XISTING SEWER MANHO-Lr TO GRADE.
(86) ADJUST It ;_
16 EA
�_
a. TWO SETS OF PAD ELEVATION CERTIFICATION 'I.E., ROUGH GRADE' TO INCLUDE A' STATEMENT
� )
P% r,%lr_l',_'l_�l
ll�_�\ -
l"llQllvw;AwWAl;l; &Qlarlp
n ?-.h
1
THAT THE PAD ELEVATION COMPI-JES WITH THE APPROVED GRADIN(_3 PLAN,, CERTIFICATION
1
AAAWllAlL____k�__-1__r_l_mtl ---- lawmQ Qrwlarpli;; Ailv'* ____
%.-lvl41.j Mui-,o ; lvfflM141__jkltllLA_ -XTfkT-T___,TPVFC:_Vl LUAX, F L-IN r- MA ILL rillu
77;4;w Q9=r_nlfilWr= i�Tm WUrm 04 W-WA41.
0_77�� . , , ''.....
I
I
,
, GRADE, E'EVATION AND LO"_"ATION OF' k.,; I 4�
SHALL BE TO LINE I- k.10 1" U T/F'LL SLOPES
I �_l % 5 k *,,Ol W 7 W&,-f %J r W W J; I %,.O 4N W % r 19t r 54- %.-� I 4
I
b. TWO SETS OF PAD ('�'% 0 M P A C T I 0 N CERTIFICATION (I.Evp FINAL GEOTECHNICAL/SOILS REPORT) TO
I/
.�/Q�Q QQb'QZpj JQZ pg;QjjAr"ZrftM ---- t-N-J--i--T-----nCr---A"Al--t----Q Wo ro ... fNK I. ...QU_'_T_______T,rZ________
=;; A 11 A ... ---
%1.0 w s IF 4-f I I N w aw I ; "; N1 5w.cu- I $.-I � %,-P%�f �---NW�'T--m ll_L_ I L.. � % w S-Z � I -% L_ 'r % W) 'I ,,,.r � I i v %weN.O.
I I ;j=A__t_r____ m
If S lw I w �_?
I
I
INCLUDE A STA"EMENT THAT THE GRADiNG COMPLIES WITH RECOMMENDATIONS OF' THE
' .
'
��j
e _*�
PRELIMINARY SOILS REPORT,
U9 REMOVE & DISPOSE EX, VISQUEEN LINED SPILLWAY.
3 EA
t Ir t
9, FINAlL INSPEC'TaLPRIOR TO OCCL)PA CY. R,Etr-_ER TO THE CITY S ENGINEERING AND CONSTRUCTION
, ,_
. �
-R RCFC&Wr'D STD, JS233
(-O) CONSTRUCT jUNCTION STRUCTURE NO, 8 P'r_ %.O
I
___i_n___C,-A-
MANUAL. I
I C). POST i ?_ I
I I RA_,lNG A Tivilli-MES POST GRADING" ACTIVIT]"S SHALL lNCI_,UlD'E_, BUT NOT BE L-IMITED TO
- a, h.- I
MODIFIED W/ H�6.67' OUT -OFF WALLS & LIMITS AFi SHOWN
(w r_�
._ .�
.-,,c
INST'ALLING WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
91 j REMOVE EXISTING CONCRUIr" STRUCTURE.
___r_____ �; A ,
%.� k- f-I EA
,
� I
z t
ACCORDANCE WITH THE TEMECU: �_ A MUNICNIPAL CODE PRIOR TO FINAL INSPECTION. SLOPES OVIC-_R
$.- �
FOUR FEET IN VERTICAL HEIGHT SHALL HAVI-_ PERMAN9,,_"NT IRRIGATION c.)"YSTEMS WITH BAl','o3l,lK FLOW
fl� -1
. ^ - r_'_ll_r%3&;=l lr.z iar�Q114r.l.r,n----Ir-,-*1-3-"I� Ql;rl uijht 1 llu__4 _-�_n Ax Ani4Qmf;l �;�4 1 lbulp--or
lzf7 vv5lf%.oltNw%l�? 5 �_1%1411M_?�_11. Loewl 'N./it lf,frq-,I- zcfl-----T,71 It, 111-11TIVITIE-17"T i7flill"7 I 21;
2 4 64 I C' :
&. I %%# *-I
�_
ES PER TH'%'-- U.P.C.
n f- M.;&.LL---A---f-\-hl--r-i-Ll----Z-a---.--
.% %.'?
_L�lmz�_T_ful__� --- 4"'�___lQrrlv__.Jl__s_J --- *�.Z.
I
I
,
'411, OTHER Q0NQZ I � �`N_ N .OT E S. . R rE F E R SEPARATE N07ES FOR "PAVING," "GENERAL" AND
TRUCL _�._ T 0 I
/,--,--\
i , I EMOVE & DISP FINP WNGWALL AS REQl) FOR NEW
'q 3 R OSE PORTON OF EXIS' v
2 EA
�_ I
1 -
"EROSION AND SEDIMENT COONTROL" REQUIREMENTS.
-
��,2j I I 1 30�,
LATERAL CONNECTION & PER DETAIL 1 ON SHEE"
'
_13� I ON
E R 0 '-'** CONTROL NOTES
__.,,, CONSTRUCT TEMPORARY CSP RISER DER PLAN, PROFILE, &
C9 4) SUMMARY TABLE ON SHELC.'T 41.3. t
11 EA '
*�
INSTALL .SI'ABILIZED CONSTRUCTION EN'fP,ANCEA,__XIT PER PLAN rUASQA 2 EA .
L '_
Ct5jl C0NSTRU(,'*'T 48" RCP PER P1 AN & PROFILE, BEDDING PFR RCFCD&WCD
-4-�L-� 188 LF
TC-1, AND DETAlt- 3 ON SHEET 43
.
i-
STD M815, D--LOAD P"R PROFILE.
RUM SF
I -7ng ^Qr
I � , I �;
I
'11 HYDROMULCH ALL SLOPE13% WiTH NATIVE SEED MIX PER APPROVED �iMMP, 1 U,J3 /_vv L-1
bi 11
1 CON',C'TRUCT TEMP0R " CSP PER SEDIMENT BASIN MODIFICA*�ON
6 �b, .
�� !
'
i F
338 I
�
INSTALL PER 0-.NV'_ACTURERS SPE%'.NlFJ CATIONS AND ('.N,ASQA BMP, I -
PLAN & PROF! L't�.'S ON SHEETS 41 & 42,
339XO SF
Q;�;;� Q elN It i �_
@ ATION- AREA NTH ,NATIVE SEED MIX PERI HMMP. Z_�lj e f vv',7'=
"
/ -0, �_ -
%"?
( 97 ) CON.q,TRUCT 4' WDEv 5` CLASS 2 BAqE OVER COMPACTED NAT[Yr-
4 rm ra A_n_r'=l_
I w,.,s_ry ,.>I-
I it
INSTALL PER MANUFACTUR^L_R'S,, OZIPECIFIrATIONS AND CA,SQA 13M." PR'OR
(IO ROFILE AS SHOWN.
24r52T SF
I
TO RESTORATION AREA PLANTING'. 38s,630 LF
6i) CONSTRUCT JUNCTION STRUC-TURE N0. 1 PER PLAR, DETAIL 2 ON SHEE T
2 FA
r" A QWQ I
1 013 INSTALL. FllBE'-R ROLL PER PLAN DETAIL 2 ON ',�-N�HE_ET 43� lla__r� 4- .4 -f- L-C
1�� ,#Nr-
30 & R�,�CD&WCD STD. JS226.
. lQxAl I QpWrwl QAQ 1-11-1 I'llai;W4 wvlmf_,_,��= Q QAQQ 111911 WF,W QF.a;all A__.. 3 rA_-w�"__j_r_
- -,� ,., -A
I
� t It
909 C 0 N Z`)"T'R L J1 kr'i'T I'E M P 0 R A R Y 3 6 " G %'Wz P PER SEDIMENI BASIN MODIFICAPON
216 LF
I IN A_� I InL-1- 1�jl 1� fn V i-L- L; J-� u y L_x_v %.fl I ? z � t- L/ W \�L. I X-0 If- LJ Vllkd�k� t 5 t wl f $ i t- 9 I i�l I- I Vx I S_ I I b.-.
1��� Ml CWC�:x 44 AWm..r%._A.c%.n.la OUD !U:..,�
HEET 42.
wili 1.A3t_;_-1 _f%a, f"Illid %1�0*nNIA4Ft L.Plfl$ %...,I- V,
CONSTRUCTION NOTES (CONTs) �
IEMPORARY ^%" ADS N-12 HDPE PIDE PER SEDWENT BASIN
(00 CONS1RUCT 'r. %a I
393 LF
1 CONSTRUCT NO. 2 BACKING EXTENDED V BELOW CHANNEL BOTTOM ELEVATION PER PLAN AND PROFILE ............ MOO
�
CY
, MODIFICA110N PLAN & PROFILck-S ON rz')*HEETS 41 & 42. .
. .
2 CONSTRUCTI/4 TON RIPRAP EXTENDED 2.7" BELOW CHANNEL BOTTOM ELEVATION PER PLAN AND
.
/ - , A... - _cLaLki lN mrn n^r-^_g_w.^_j��___
_IA�_�_4_ __Q Qb.j Q = I, t^--r ---- xQjj Dow or'o g;g all -, _l_rs___t�l��r3_t__r_____ nr . - --------
1<�y v %,Wf 14 %J 1 ! X� v %.;p $ _�Jv I S\wi I i_j'� I L�rlfl F104LJ 777VT-fl-."� LT.UUMP i E.17777-.�7vmnlwew
- ---- J_;il I r.
---, �p &�$
,
PROFILE ..................................................................................................................... � .................................................................................................................. 4v545
CY
I " .!,
_l_l_7_"Q wM9Q l4w4ro -..m -------- f_._,__k_r_ ---r--,-r---M--,-Ir-l-fxt�'-f-1--�-.---
ME/. 1,71TV mul,dt V L-V-I"�U--r-L-T-7,,--T'--VVV.?T-1-1�l�-,-,
3 CONSTRUCT 2 TON RIPRAP EXTENDED 5.4" BELOW CHANNEL BOTTOM ELEVATION PER PLAN AND PROFILE ........ 5A70
CY
_",
- - rif �r_N�_ - - - n� n K. 1. � c %..*. Tr In - 1. - i P_ T . ..... . QQ_fA.JA_-lFm ;�41$.DP--�n____,,_IKU-----,&---- 1;0 Wl A41 441W QQQLJl E_ 0LQQlhllZ- -- --
------ --� ir;�a I rt.
r
4 CONSTRUCT 16' WIDEv 3" CLASS 2 BASE OVER COMPACTED NATIVE ACCESS ROAD PER PLAN AND PROFILE 91,090
SF
" V� I ,% I I_ 0. I reo I . wt- ?I k s %.-I 4 4 f-y'FE's ;, ic qt.� I I ".If4 %?A-�-1 6'W&",�t_1?l*%w
' ' \1���t g , I '�'�
OrD. Dpr"p.o.vlll^_n_____rl'l Uirw 44,gj.�� Q I Q_AQ___0_C_Q MOAQ
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i 4,��l t f N %.p I 1�0 %A* I ?, -�r bo #_0 I &.r A ;.;# I c 1-.O IV..l 4 W$ %"f l%.w. ,%�g T-T_��t z 'w? ,��*
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5 CONSTRUCT 4`AC O (WIDTH PER PLAN), ...... 14v64O
SF
:.
@3) CONSTRUCT WINGWALL [-,.XT.F,_NSl0N AT !;.-00P ROAD CROSSING PER PLAN &
14 Cy
6 CONSTRUCT. 4"AC OVER 611CLASS 2 BASE TURN -AROUND AREA ......................................................................................................... 4r650
SF
I I
I
ELEVATION ON SHEET 30, & Cr. STD Pl-AN D901 TYPE B. .
.
ETE APRON ............................................................. � ........ � ............................................................................................................. lOv225
SF
1004 CONSTRUCT CL RAILING T . EVATION ON SHEET X &
24 LF
8 CONSTRUCT TRANSITION STRUCTURE N TD TS303 ..................................................................................... � ........ 2
EA
CT ,�`J'D PLAN Poll-521%
9 CONSTRUCT PERIMETER CUT OFF WALL (H�31) ........... 177
LF
L D" I 0` 1 w 0 ;4 3k ;`3 7
1 ILE, BEDDING PER .
M815, D-LOAD PER PLAN ...................................................................................................................................................... 12
LF
.0001-10. 500 ............................................................ 80
CIF
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RIVERSIDE, CA 92507
951.782.0707
DRAWN BY:
MALL TOLL FREE N S G
No, 74754
ENGINEERING COMPANY (FAX)951.782.0723 ricken ineerin .core
Riverside San Diego - Orange -.San Luis Obispo - Bakersfield - Sacramento - Phoenix - Tucson SEE BENCHMARK ON
1-800-4224133 CHECKED BY:
Exp. 12-31-19
PREPARED UNDER THE SUPERVISON OF
SHEET NO, I
CS
APPROVED BY.
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ut'RADATION PER PLAN, PROFILL, AND ALTRANS,. STD P`r 2- D
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REMOVE`(64, & 1 O'St OFFSITti EX. RIPRAP PAD,
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CONSTRUCT ' L GE O F FENCI DER PLAN AND DFTAIL B ON SHEET 35.
CONSTRUCT CONCRETE ! LKH PER R(_w`FC&WCD STD. M-846.
RE -MOVE& DISPOSE DEPUTE EX, CSP RISER,
ti ?.- r w ; Y tip.! ` S t y %141, • twa t% Fnt iw x r \ 2 iw... F [.J i v r z . r s.d ♦w,r
("kONS UCT JUNCTION STRUCTURF NO, 8 PER C (`.#&WCD STD, ViS 3
MODIFIED W 1 CUT-OFWALLS . � _ �SSHOWN
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