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PI?ECISE GRADING & EI?0510N CONTROZ PLAN
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M T 771 T T P VI / N F 7R UNIFORM / / PARCEZOF �_
PASUMP 255JS �
1. ALL GRAD/NG SHALL CONFORM O E LA ES RO S D o E U ORti1 BOLD NG CODE; /N CURB fslCE
CONFORMANCE W/1N ORDINANCE 9,. D4. CATCH 8A SIN ,j' OPEN/NG M/N. �P_
2. MINIMUM BU/LD/NG PAD SAND DRAINAGE SWALE SLOPE SHALL BE = 19: �ORA/NAGE SWALES SHALLRCEZ2OFWAIPAPAVEI? 28000now � now I - �F. � OP
BE A MINIMUM OF D,2 DEEP AND BE CONS7RVC4E9 A M/N/MUNI.! OF 2 FROM THE- rop OF CUT �
OR FILL SLOPES. TO MURK/ETA ,
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,3r U CUT D LL SLOPE' 2, I I I I SECTION 0
C17Y OF TEUEC UL A
4. PROVIDE 5 WIVE BY I H/GH BER�U OR EQU/VALENT ALONG THE TDF Or ALL FILL SLOPES OVER 5' ......................,
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PARCEL MAP N0. ��� � PARCEL MAP No. �,���� PARCEL MAP No. 188 �► Vim' P �
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PMS X04� r0�r� PMv 104� r0��1 PMB r�4 rr��-r r ���, `�� PPl SEER
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERKS/ON OF A COMPETENT SD/LS ENG/NEER WHO SHALL � `/ A. Pf�TECT/N AGE 1 A; l y /,; A 3 �t�1/N. OPEN/NG BETWEEN , � IJWA .AD. 1'�O AGUANGA
CERT/fY THAT ALL F/LL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBM/T A FINAL COUPACbOV DBL. GRATE INLET GRAX/N� I BAGS ON TOP ROW � � 61 DE ��� Iµ � - __�, I \
• qr ire me ..,...__ '`� & SL00(WALL 84YIN i ` V 0 N _.;FDR ALL F/LLS OVER 1 DEEP. �. mmomm me�. & BLDICK 6f'ALL fS/N _ - w D060 �r /'~
razor �, � _ -AW- --w--�-�-. . ._.__ • 10 Af
6, A REGISTERED C/I/1L ENG/NEER SHALL ,5'UBM/r TO THE C/TY OF TEME"CULA S ENG/NEER/NG
�! R
DEPARTMENr A WRITTEN CERT/F/CAT/DN OF COMPLETION OF ROUGH GRAD/NG /N ACCORDANCE WITH St 1U#0 CA rC!H 84 SIN PRO rA CC!MON
�`- - -- ��. �: . . :- - .�_.� "`�` '�' •w,�. ® '` D• �, 5
PAR `E�L MAP 11/ 246�.3�.3' --�--,- � I �� r r�r�r �.rrA �. 9
THE APPROVED GRAD/NG PLAN Pfd/DR TD THE ISSUANCE OF 771E BU/LD/NG PERM/1: CERRI-7CATIDN SHALL I �r�� � y�� �w-- �� --�.,....,..__. � �.,�� ,-, �1 � r�r,�., ,���� T.S. t� '�� �
PMO 183/8 87 1 w,. _. - -. w� ��. i \ r a*amok■,4m as �.a '
BE r0 LINE,- GRADE, ELEVATION AND L OCA,/ON OF CUT RLL SLOPES. I % ..1. ._, �" " _� '6 \ �„ ,� 1J ,
_�11/? / I - _ ',��.�.�,. �� "- _-_* ��. I ; PA MCR MAP NC. /6705 �'* nor�r -ACS
7. PROVIDE A BROW OMCH DESIGNED TO HANDLE IDOYR Q STORM FLOWS ALONG TOP OF CUT SLOPES. � y�► -� .�..-�•� "� T��"' �` '' I t � G�
• 12 P 770 P/!�E �.�_ �- ,� . - PMB 969-� O (�
8. RNAL COMPACTION REPORT WILL BE REQU/RED f OR ALL IW LS GREATER THAN ONE FOOT. _,�---------. Wiz_ � 1 � /NI�
11
I CARVE A9ArA 1t' UIN1�7 '.�
�` �� � � 200 MAX. SANDRA (TYPE N.T S.
A ALL GRADING ,SHALL BE DONE /N CONFORlrYANCE W/rH RECOURENDAT/ONS OF THE PRELIM/NARY SO/LS NU�GIB DELTA ANGLE rANGENT RAD/US ARC LENGTH 1 1 i I
I �"�"`w��a-�µ- �"�"�� b9 �� c I I
INVESTIGATION BY H & TSD/LS TEST/NG DATED SEPTEMBER 11, 1998. TWD SETS' OF C/ Ofd 24 55 27.22 370.oD 54.J414 4 , IW . I / _ i
rHE FINAL CD�IPACT/ON REPORT SHALL BE SUBM/,TED TD THE ENG/NEER/NG DEPARTMENT WHICH C2 15.00.79 1,,17 100.DD 26,20 � .���, , ,a - I ; , . � ,x
SHALL INCLUDE FOUNDATION DES/GN RECOMMENDATIONS AND CERrIF/CATIDN THAr GRAD/NG HAS BEEN �` _ ., . �� - . . ') LEGEND
I C3 18 5138 x:97 48.00 15.80 Qi - r(5 _ , - \ � 1 `�
DONE/N CONFORMANCE WITH THE RECOMMENDAADNS OF THE PRENUINARY SOILS REPORT: , p4 42•,58'07" 18.89 48.D0 . 6.DD ' � x `� y __ ". �
9 - �� DiRECT/oN of
• I f - -�. /I/ f _,..�..._.- - • I �� � PROPOSED ELEVAnDN/0, THE" CONTRACrOR SHALL N077FY THE ENG/NEER/NG DEPARTMENT AT LEAST 24 HOURS /N ADVANCE C5 15 D0 41 6.J2 48.00 12,58olk r, ��,� A/-& r � � r � STREET FLOW Q '�`5'a TO SA/1l D/EGO
,/N FTN/ H T AN RA/NA /N P T/ N. TH/ INP 77 N MOST APP ' Lir f�- '� / J �. C p� I O
REQUES G S LD GRADE D D GE S EC a S S E"C O US B£ ROVED C6 15 00 79 1,x:17 100.00 2620 i:,�
- �� (55.0) EX/ST/N�' ELEVAT/DN
PRIOR TO BUILD/NG PERM/T FINAL /NSPECnON FDIC' EACH LOT. / > # � -}
ENG/NEER/NG DEPARTMENr PHONE: (909) 694--6411 „I b � y I -~ T8 TDP OF BER/�1
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11. CUT SLOPES EQUAL TO OR GREATER THAN 5 /N VERT/CAL HE/GHr AND FILL SLOPES EQUAL 7D OR %-" b• , X FL FLOW LINE
T THAN /N V RT/ A HEIGHT HA SE PLANTS W/7r"5� RA R N r PROTECT "TIES
GREA ER 5 E C Ls LL D GRASS D GROUND GONER aFINISH GRADE
Cme
FG0(
rHE SLOPE FROM EROS/ON AND /NSM81L/7Y/N ACCORDANCE W17H CITY DEVELOPMENT CODE i E
%, S A. 8'M/N, �rPAC/NG FOR VEHICULAR ACCESS F/�" F/N/,5'H FL DDR EARTHWORI
SECT/ON 17.06 PR/OR TO TIDE APPROVEL OF FINAL /NSPEC770N,, I , -
I ' A ••. 2 BAGS' M/N, of PN IN FooTINc CRAW EST/MATES 0�1/L Y)
I
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12. NO IW L. SHALL 8E PLACED ON EXISTING GROUND UNTIL rHE GROUND HAS BEEN CLEARED OF WEEDS, � PAR, 2 _w ,�.,, �, TDP OF SLOPE
DEBRIS, rOPSO/L, AND 0I111111
R DELETERIOUS ,407ER/AL. , PM 24 ,.3 `"��, , a �• 2p ,3U' S STREET GRADE LENGTH
�' "- /D'AAO=11$9.D - ..� � J1'40' 7
ESS THAN 4 0 200' RAW Cur 673 YDS
13. /F STEEP SLOPING TERRAIN OCCURS UPON WHICH 17I /S TO BE PLACED, THE TERRAIN MUST 84C I �r~ �. -J } ,., � g 4�. T �. 1 '
CLEARED KEYED AND BENCHED /NTD FIRM NATURAL SOIL FOR FULL SUPPOR1. PREPARATION SHALL BE t21 f AF=1189.5p " . . � 41;50, (� 9� 00 TOE OF SLOPE RAID!/ FALL 489 YD5
APPROVED BY A�REG/STEREO ENGINEER PRIOR rO PLACEMENT OF F/LL MATER/AL. i , -�._. " 51 --60 /0.5 TYP/CAL TYP/CAL � 9X" 5p /1/ET EXPORT (184) YDS
-__- _1 N N I-I e
� � , F_ 61 70 12 SEcrioN EL'EVA
,�
14. DUR/NG ROUGH GRAD/NG OPERATIONS AND PRIOR TD CONSTRUCI7'ON OF PERMANENT DRAINAGE' �1 I I I I.,j. ____
STRUCTURES, A5UPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT POND/NG WATER AND , � N07FS,*
DAMAGE TD AL�/ACENT PROPER,/ES. _ I - I—,
. I I 1�,..,.. :.I. .1 I 1 1 r"- ow
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15. DUST SHALL B£ CONTROLLED BY N472RING OR OTHER APPROVED METHODS: -- of� EX/ST. PL --
. '` Ea'/ST. PL -- 1. EROS/ON CONTROL /S REQU/RED FOR GRAD/NG OPERATION DURING THE RAINY SEASON MOU OCTOBER 15 ra
30 0 3O 6O 90 % tR tR I JAV 1 . .K L% APRIL 15. APPROVED PLAN /S REQUIRED FOR ALL ROUGH OWING.
16. ALL EXISr/NG DRAINAGE COURSES ON THE PRCVECr S/TE MUST CONTINUE TO FUNCTION, ESPEC/stLL Y ---- w N)% .. : 1 !- 1DURING SrORM CONM70NS, PROTECTIVE MEASURES AND TEMPORARY DRA/NAGE' PROVISIONS MUST ,1. ,_ �.`.I, ! 0 CFF
163.40 2. /N CASE OF EMERGENCY, CALL
BE USED TO PROTECT AL�IID/N/NG PROPERTIES DURING GRAD/NG OPERA77ONS. 115001 - EX/ST. TC 1 BDB PANNE pF GUAM! PAC/F/C POWER CDRPDRAT70N
Al > EXE w .30' - I _ EX/ST. GROUND AT 7 7
17. STAB/CITY CALCULATIONS WNTH A FACTOR OF AT LEAST ONE AND FIVE TENINS (/.5� SHALL BESCAZEU _ ..„ .- - , . EX/ST. 1" SERY/CE -�� ".. 4
�.-, •-,- .w. `�-.�'. ""�� _,__._� 4 . 3 rHE DES/GN C/YIL ENG/NE R W/ P VI' / N NT W AN /N THAr wow I /N
SUBM/TIED BY SO/LS ENG/NEER TO THE ENG/NEER/NG DEPARTMENT FOR CUT AND FILL SLOPES' OVER K . �" 4I, (TYP.) 1 PROP. PAO r E WILL, SU ER S£ EROS D cmmm DRK D SURE OR S
• � '_ ~1 4, `�� C 1 \.__-."mmnq________ PROP. RET. WALL ACCORDANCE WITH THE APPROVED PLAN (IF REQU/RED BY THE DEPARTMENT OF PUBLIC WORKS).
30 /N VERTICAL HEIGHT: �• --, ...•,W FF EXIST.
�► . EXP. _1%, µ �+- -Lw-.-- .�'-' --v._.-.�..- - SL OPE' PER C.O.T. SIDSPROP. 3 DRAIN 12 ' EX/ST, PAD 1176.50 SEPARATE PERU/T 4, EQU/PMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVA/LA&E AT ALL TIMES DURING THE
18, A REG/STE"RED CIVIL ENG/NEER SHALL SUBM/r CERT/FI'CA170N OF BU/LD/NG PAD ELEVATI'DNS. W�IER�E' AND CURB CORE- j, , ,MIN . , RA/NY SEASON. NECESSARY MATER/A H ANA/ N S/ AN r CKP/ DAT Nd2�N/ENT
SPECIFIC ELEVATIONS ARE/REQU/RED T1�E ELEVAI7DN NTH RESPECT ro MEAN SEA LEVEL SHALL B£ ,*- oo � 5 X3�• -,� fir' � L,5' SHALL BE' CABLE" D TE AND LE C0
• \ r � f) p •",4 ry A► LOCATIONS A0 FACILITATE RAPID CONSTRUCTION OF TEMPORARY DE7//CES WHEN RAIN /S IMM/NEN,
GIVEN. IF AN ELEVA77ON WITH RESPECT TD AL11ACENT GROUND SURFACE /S REQUIRED, rHE ACTUAL ..--M---�--•-�-am 4- 4-�0---�--• ��- ---•-- �-�-•��- �~ c�} 6 � , 15.E p � SE00r�O V A A�C, � � �►
D/STANCE A80W THE&VACENT GROUND SHALL BE GIVEN. STA. 1/-A71.84 ESTER ST ``\ I a t
�� � � ��• � � NTS. SECAON VmD 5. DEVICES SHALL NOT SE MOVED DR MDD/PIED WITHOUT rHE APPROVAL OF INE DEPARTMENT OF PUBLIC
9 3 � °w� � r .� St 14-� 72 ESA5 sr.
STA. 12-�,,,�,3 42 oRM.S`B RD. 1 1 s �, �� �- � } I N.T.S. WORKS.
.ww..r r .rrrr .rte a.rrr r.rrrr .ww..• wMwn. �ww...r ......w r .....�� . mow.. .r ��� �r •
19. EROS/ON CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT'AT 12 ON ..__ � �� _ — Q� \ % .�
NT AN TN APP N R. P 1 ' IN V TI A H / HT /N f) / i G 5• \ EX/ST. 1 A/R � � �.� _ _ -�-.--� .- - 6. ALL REMOVABLE PRDTECTrHF DEV/CES SHOWN SHALL BE /N PLACE AT THE END OF EACH WORK/NG DAY
CE ERS OR Amomm RDVEO GROU D CDV,E" SLD ES OVFR ,5 ER C t EG ��,. � L } 'L � .} � �, ..
04 1 1 ` VAC. ASSY. _ _,,.. _ _ �. � WHEN THE FIVE (5) DAY RAIN PROBABILITY EXCEEDS FORTY (40) PERCENT.ADD/1TDN TQ GROUND COVER SHALL SE PLANTED WITH APPROVED TREES, SHRUBS, DR COMB/NA17oN 2 I �j (�1•} I ,..-...__�.,-�.-....._ .."
TH F H HA P AT > ' N T • N Nr M /NA17 N EX/ST. PCC. I '� g �G 0 •' d� y. �,...---- -r "'"
EREO . S RUBS S LL BE LA/VTED D 0 CENTERS 17�EES, 2D O CE ER, CDB O S, ` , ,� l 2 a b �. . ...----
X--GUTTER b 5 a 7, AFTER A RAINSTORM+/, ALL SIL r AND DEBRIS SHALL 8E REMOVED FROM CHECK BERMS, SIL T FENCES, AND
15 ON CENTERS. SLOPES OVER 4 /N VERTICAL HEIGHT SHALL HAVE PERMANENT/RR/GA77DN - \ _ _ I EXIST. PL
- ( - - --� DES/L ANG BASINS, £TC..
SYSTEMS WITH BACKFLOW PREWNT/DN DEVICES PER U.P.G:, CHAPTER 10.R. �� 1 I EXIST. 6 URB f� I .�11_
_ .,...... cA
I 6 op ST a tG ..L LX/ ;0/"c ,�,,/ �,- 8. GRADED AREAS AROUND THE TRACT PER/METER MUST DRAIN AWAY FROM 77x1£FACE OF SLOPE AT THE
20. FTN/SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTER/OR WALLS Ar NOT LESS THAN 1/4 PER � r >6O N CURB ", CONCLUSION OF EACH WORK/NG DAY.
FOOT FOR A MINIMUM OF , FEET. I I ' 3• `�'�- 6• CL E�! D`Yf' !
c a c __ EX,ST PAo
�"~ •I `r -= '� I I1G) / -" --mow 1 9. THE 17E VELOPER SHALL BE RESPONS/BLE AND SHALL TAKE NECES. Y PREC40T/ONS rD PREVENT PUBLIC
21. NO OBSTRUCTION OF FLOOD PLA/NS OR NATURAL WATER COURSES SHALL BE PERM/,TED. \ *• 111_ --_ I 5 �.1, �' TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION,
// 0 .�... . ,�o. ASSY. �._ ``` -••.. I °/��� Y ,- . r zr �1i' •-�
// � � �.�... _
:�: �! � . "'•' - � �'` ~-- -�-- '�� � `� �� 1 D. DES/L TING BSS/NS ARE TO BE CONSTRUCTED AS GRAO/NG Of/ND/V�DUAL GRAD/NG AREAS ARE COMPLETE PER
A PROPERTY N HA Y N /N TH h7 PRIOR T MM N M NT N � oc I � � ___�-� � kl `s �' zj_ � � / � EXIST. QW.
22. ALL RD ERTY CDR ERS SHALL BE CLEARL DELI EA1ED E ELD R DR D CD E CE E DI - - .. �- �', 4 1 -�._ -- C4 "e 'I 86 1 ROUGH GRAD/NG PLAN,
\ \\ % / �-- .w."..-M...-�...__ .� _ PER PM 28962 PGP
ANY CDNSTRUC770N/GRADING. -�-- M... w_.. �ryA�ry� t�I �i • - .-_ -.T. ,T�IZZ � Y., - 4f ftg�J EX/ST. PCC S' ALS
411."
bD • - __-._...,_ '1, =.�^x% , , _ �- , � ,�►. \ " If. THE DEPARTMENT OF PUBLIC `f/ORKS DESERVES THE RIGHT ry MAKE' CHANGES OR MOD/FICATTONS TD THIS
2,. APPROVAL OF THESE PLANS BY THE C/7Y OR /TS AGENTS ODES NOT RELIEVE THE"APDL/CANT AND H/S I .�1 � r 3 -",w. - ,,�" • c� � -W �4% -w J •- :��. 'r ,,� �' �ry PLAN AS DEEMED NECES.S4RY.
°� p EXP _ ,�. . � �- / , "CTION E1 � .
E CORRECT/ON DF ERRO/PS DR OM/S,5/ONS DISCOVERED W ,� f = _ - ". B ~ . i t
ENG/NEER FROM THE"RESPONS/B/UTY FOR TH �I I I �� I w 0
DURING ON RU UPON RE UES, THE APPROPRIATE' PLAN REl/1S/DNS SHALL BE PRDMPIL Y ��; ` .� - 4."`:, N T. --�-- 12. INFORMATION ON TH/S PLAN /S FDR EROS/0N CONTROL ONLY. ALL OTHER /NFORMAT/ON /S SUBJECT' TD
Q • i b. �..� 12 ,sI/. 12 M/. 12 M/ •, � , ,. f -� � 1 %
SUBMITTED r0 THE CITY ENGINEER FOR REVIEW AND APPROVAL. I I I I wap �1 I I.._\ � . -� 1 � 1.� / EX/ST. PL CHANGE.
F s S + + '' r
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J/ -A
.. I I I I ~�,, :w , ,� /3. TEMPORARY EROS/ON PROTECTION /S REQUIRED FOR MANUFACT�Jf�ED SLOPES PR/OR TO PERMANENT
¢4,' ! i N t
k_.. � O 1 �� ,�. I " . r=. ' - 5 EX/ST. Dwy.. P nN .
_ w I i i I 1 V•. _ �� E �, •� �� � ..»...,�. y.»�._ LAN G
NOACE rO CONrR40rORS: i 1.1; ��_ �...�_. _`�_`,,�� tp : � � PROP RET WALL 2•
4 � I __-1, I� 4 :� - 7 14. AREAS SHALL SE MAINTAINED /N SUCH A STATE rHAr F/RE ACCESS SHALL BE MA/NTA/NSD Ar ALL RUES
1� 3 s ;�. I PER C.0.T. STUB. 1
. t -��`� 11 I �-��. �: .� (INCLtIVING ACCESS TO NFJGH80R/NG PROPERTIES).
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND V7?L/7Y PIPES CONDO/TS OR c �~�. I >,20.14 18 -8 '1� 1_1. �� I - ,�,,.,F_ 11 I SEPARATE PERM/T EX/ST. SLOPE
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE - ��: s I ) i�A,-
RE"CORDS, ,D THE 8ESr OF OUR KNOWLEDGE, THERE ARE No EXISTING UnLInES {�� 1 I I -� I I •, � , C� .. t � G �, IIIA I PROP. QWY. 15. NO OBSTRUCTION DR DISTURBANCE OF NArC/RAL DR�1/NAGE" COURSES DR EX/STING SrDR�/ DRAIN INLETS Sf�LL
r f} t.:
EXCEPT THOSE" SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE [" \ I w 9�: � OCCUR DURING THE RAIN/NG SEASON UNLESS ADEQUATE TEMPORAf�Y PERMANENT DRAINAGE FACILITIES
III I I 4a - i ^ ti ' ti'w„y • s-... ,f .. _...r-..-....._.,.�r.�-....w�...---.... , /
PRECAUTIONARY MEASURES TO PROTECT 171E UTILITY LINES SHAWN ON TJ�IESE DRAWINGS. _. �- .�,, ` �� �, ?�- •���1 HAVE" BEEN APPROVED AND INSTALLED TO CARRY SUf�FACE' WATER r0 THE NF.Af�ES'r PRACTICAL STREET,
' , s �
THE CONTRACTOR FUf?7�/ER ASSUMES ALL LIABILITY AND RESPONS/BIUTY FDR THE I t �. ., STORM DRAIN OR NATURAL WATER COURSE.
I I i .t % � �
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U77L/TY P/PE,� CDNDU/TS OR STRUCTURES, SHOWN OR NDT SHOWN ON THESE PLANS, O 1 10,Qk i P=I I . 1 �x �.�� °"� ,,, l� � W
A R THAT HESHALL ASSUME SOLE AND COMPLETE RE P N / / TY FOR _0 / . "'�}- � 16, THE DEVELOPER SHALL CONDUCT HIS OPERA,/ONS /N SUCH A MANNER THAT STOR I RUNOFF WILL BE
CONTRACTORG E-Es L S D SBU a 6 '
F 117 0 5 MIN n. A PA9=1/76 0 `.�'w ; \ CDNTA/NED W1771/N THE PRWECr OR CHANNELED /NTD rHE STDRU DRAIN SYSTEU WHICH SERVES THE
JOBS/TE CDND/T/ONS DURING rHE COURSE OF CDNs1RUCr/ON ON TH/S PRG�IECT, 11 � 11 `�.; T � � ,ad �'._�-� � f � � O �,. � � , �
U � :- R _^ FF//79;50 - �++ RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED ro DIVERT TO AA10THER RUNOFF AREA.
/NCLUD/NG SA'FE?Y OF ALL PERSONS OR PROPERTY, THAT MIS REQU/REMENr SHALL -�,,� I( I � � I I 1 I , . I � ��� - -�•� �, s� �. �• ,���,']'�(�� (,'�,.r.�'
APPLY CommlouSL Y AND Nor BE UM/TED ro NORMAL t�f/DRK/NG HOURS• THAT Tt1E �Q W - 176* •
1 � �. . i 1 �� I � � AD � \1�z � � N r.s.
CONTRACTOR SHALL DEFEND, /NDEMNifY, AND HOLD THE 017 THE OWNER, AND THE 1 I I �:� 1� I 1 �"I � � �: � t�I ��l � .� � �� � �� �,� .� 17. CONFORMANCE WrIN T7c1£REQU/REMENIS pF THIS PLAN SHALL /N NO WAY RELIEVE THE DEI�"LDPER FROM
ENG/NEER HARMLESS FROM ANY AND ALL L/AB/L/7Y, REAL OR ALLEGED, IN CONNECnON c�O t q -�-w -�� 0 # � ISI 1176 50 0 ;. HIS RESPONS'/BIW7ES TD ,NIS S/TE AND AAJACENT PROPERTIES. TEMPORARY EROS/ON CONTROL .'HALL
W17H THE PERFORMANCE OF WORK ON THIS PRWE'Or.. I I I �,:� I I , 4 �: 1 D 5 � �,3'' CONSIST OF 8Ur NOT 8E LIMITED TO CONSTR I=NG SUCH FAC/LIT/ES AND rAK/NG SUCH MEASURES AS
t %` `t � 1 F t � __! I 0 ' 1 � N • �' ARE NECESSWY rO PR NT NTR' A/1/ A WA, M AN / N AMA T P AN
T I I I I I }. � I � � , .r ��.� � EVE CD OL D BRTE ER, UD D EROS D D GE O UBUC D
THE CONTRACTOR SHALL CALL /N A LOCATION REQUEST O UNDERGROUND SERVICE"ALERT : I � K p FF= ,pp .\ \ PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PmvECT
(USA PH. 1---800--422-�-4133, 7WD 2 WORK/NG DAYS PR/OR TO DIGGING. NO �'-- I I I � \ I , .a �' r `� `` ,P, R , L SAP / 5, , 8
CQ S777UCAON PERM/T ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID Y, � . �
• �- " '� T I � `-, - Pug 18. SLOPES CONSTRUCTED PR/OR TO OCTOBER / SHALL BE TREATED FOR EROS/DN CONTROL PRIOR TO OCTOBER
INVOL WNG UNDERGROUND FAC/L/r/ES UNLESS THE ADPL/CANT HAS AN INQUIRY , 11 I � \ = 20 - - -�.,.,�__-y 4 P40=-//8J..� ;� -, �''/�EAW RUSH ' P'VB 18J/ 88-8
/DENnF/CATION NUMBER ISSUED BY 11.S.A, � / = � -�- ��•�- ..�_.yw ...�. � � � - ��� � #��� ��5 �� >5. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROS/0N CDNTI�OL AS THE
' "`- i f 1 q �. /16 , \ `.� _% �,S'IPE f/4I CDNS,RUC77DN DF SLOPE PROGRESSES /N INCREMENTS OF 25 FEET OR LESS MEA,S'URED VER,/CALL Y.
CARE SHOULD SE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING � ! 1 k �,I I; � - �..� _ �� � � �- - w I ; � �,,� \'N \� ����
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITES THE CITY ENG/NEER MAY t.j t-., ! I I I I 1, __ �- *. \ I I 19. FILL AREAS WH/LE BE/NG BROUGHT UP TO GRADE AND DURING PER/ODS OF COMPLEnON PRIOR TO FINAL
REQU/RE TEMPORARY GUN/TE SWALES, ENTER/NG OR LFAV/NG 1UPR0WUENTS. 1 I I I I t \ {1% \ `t _-, ,-, - L F I \ �a V, GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO EL/M/NATE EROSION AND THE SIL M770N OF
5 PAR 1
�_ � -- - - I OF RTID/V EX/SI7NG DOWNSTRE�fi41 FAC/LIT/ES AND AbtlACENT AREAS. TH,E~SE MEASURES MAY INCLUDE, BUr SHALL NOT BE
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1� -_� �.. �. C EL ARCEL MA O. 25538 L/M/TED TD.• TMP RARY WN N TH /N TT/ F A�1 F P/P PAV /1'H WI'17a P
CL - \ � .Y � E D DO DRA/ S E7 ER E OR D ES oR E�D D C ES RO7E'CIED
Nj ��, h - 06_�._Y_ 1x �1/ �, 4� .� ovrFALL AREAS, GRADED BERMS AROUND AREAS TO ELIMINATE" EROSION OF FILL SLOPES BY SURFACE RUNOFF,
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11 �\ � � - �' � ��:-� V, _ � � �-wt_", w:, T � �. % CONFINED POND/NG AREAS rD DES/LT RUNOFF' TEMPORARY CHECK DAMS /N TOE OF SLOPE O/TCHES rD
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R/W , R/W :4#� III �t ti �; �` - - ~'"'""_"`�.'.-- __ •` �, w""
- I \ \ t f-1 �- �`_1 .,� .--� (, --- �.�- �. DES/Lr RmNDFi�; PROTECnON SUCH AS SAND BAGS ARoUNv /NL£IS WHICH HAV£Nor BEEN 8RotIGHr UP
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I 1 � -N � _r.��� _ _" --4- _� �- -�._ -�. �_, .__� `� a TD GRADE, AND EARTH BERMS AND APPROPRIATE GRAD/NG TO DIRECT DRAINAGE AWAY FROM THE EDGE
30 30 b" Q1 I I ; s w� ___-- _ , __�.____-�..._.� � .�.�� �r�v�w� w� ��-- �... --, . � ��, - ,_.�__.\
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4 - -- -� _�� � � - OF rHE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON TVOSE FILL AREAS WHERE FARTHWORK
12 18 18 12 I I w --- .. .���._ - " = o".11 _. -- w ,---W� TD OPER477ONS ARE NOT/N PROGRESS.
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20. TOP OF CUT BROW DITCHES, WHERE / N 771 P HA N T T PRIOR T EXCEEDING
EXIST. C&G \�� �., �,,� � �--.�-µ �..-.�..�..w�..�_.�...._ _�.w �....,�.�...w.._ �_.__Y.��...._.x_M.�..�� w � .....w__.�..F -..� � �� wS, E E RE"QURED D E LAN, S LL BE CD S RUC ED R OR o f GEED G
Ill' EXIST. SUPER �� •'U" -_ ..�- _� _�~ -a ---.w�-._�..�., __�.w ��. __ .w ....�,___..w.........a._ . _ .�._-__ __a._ �`� ---- .._. - T .. m--, �' �, -." .. ,�,, ,, _..A-- _.�__.� .� .�_..2*1 MAX. (TYP) ,,,�; ,, . I I I l �� .. _ r.__._. _._ w w �_ ��- - �� � r .. .� � -- w.�. .._ 1 EL VE (>2) FEET OF CUr MEASURED VFR=&L Y.
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,. � __=__.-_ _..._.__.----- ____ �....._.._._, .....,�,____ _- �_ -�. .-�,.� . ,�^ .� M_.� �. 21. CLEARING AND GRUBBING SHOULD BE LIU17E�D TD AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION
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N'. -� .r . "w�.. DL EASU ES WILL BE RE RE" PROTECT AR WHICH HAVE AN R PRIOR
rt�j � � �� �.��..._�.� .��. .�, .�, ,� .�..�--w ww�,� ,,r.......- �. CJU D 0 DTEC EAS C E BEEN CLEARED D G UBBED O
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7YPICA "_. �- - �- - ~,. ; '"" ,. ..._..- -T r0 GRAD/NG OPERATI'DN, AND WH/CH ARE SUf /ECT TD RUNOFF DUR/NG THE" PEI/DD FROM OF THE RA/NY
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i,c � gyp, p Sly" ,� � 4 : W � a.mow. �.-�. w--� --- ..,=� ,.-- - PROP. 12 X 12 SEASa . ESE EASURES Y CLUDE BU SHALL NOT BE UM/TED TO. GRADED DITCHES,• BRUSH
NTS: `w 1 ,1�—� PER OET•4/L TI'//S.SHEET f�f//DLT '''�EE . � ���".�.--� ��.���,`�w.-��y-' � --_ � f� -' �`-�Y.� . I—- PROP. RET. WALL A TCH BAS/N by BURR/ERS AND S/L r f�'NCES. CARE" SHALL BE EXERC/SED TD PRESERVE YFOE TA71 N BEYOND LIMITS of
r� X) pROPDSED 1 D ti .: /
ESTERO STREET ORMSBY ROAD I-, >> CL ANDER W ��
_'- 9 pRA/NAGE F�SEME/VT `W.,w�"�4- . �" - PER C.0 T, STOS. A TR
/UM CRATE` GRADING.
C"', *_ X 0 03.3
f"�yz
�, ' .SEPARATE PERM/T /
--:. =-, � b i R 0 Q,�: S�"D• DAG• /� 22. rHE DEPARTMENr OF,094690 WORKS APPROVAL OF PLANS DOES NDT RELIEVE THE' DEVELOPER FROM
J PRA/N pE _ �. -- --�-� - .
A"r l y. r ---� _ --� 11741REspoNs1BiLITr FOR 771E coRREcr/oN of ERROR AND oMrsSiDN DISCOVERED DURING CONsrRUCnoN UPON
�.�, � ND. 30� � _ ,�. _ _ RAS D
4 -- � PROP. 6" REQUEST, THE REQU/RED PLAN REDS/ONS SHALL BE PROMP&Y SUB�t�//TTED rD THE DEPARTMENr OF PURL/C
1 1
� 1 _ � - --�-�-~ ..' ..'" EX/ST. "1/" CHANNEL - WORKS f DR APPROVAL,
� � �, .� . PVC DRAIN
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0VAR/ES f � �, . LL GRA D SLP AR M /N H / HT HA H N FF/ / T NAT�1i n Seimle Ale ' � 1 �---- DE SLOPE- EAS 5 DR DRE E'G S LL BE YDRD,S'EEDED U LESS` SU CEN URAL
7'►D I RC`EL M P Nf,.�. 2962 _�....r� ._..- � ,� THROUGH
�''ya I.5' I.5' 0.5" 1 \ i ,/ f•. Z kTAIL A VEGErAnON HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA /NSPACVfOR
6F ORE ; .
- • aC. _I k I N.T.S. 24. JUTE Nf7T/NG SHALL BE INSTALLED ON ALL SLOPES OVER /0 HIGH.
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I I 1i ENGINEERAOR00?4,011Yp � 60WNLFR A9E VELOP'EFR A S.SE��SSORl # PARCEL NO. LEGAL DESCRIPTION
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• FREEVARIES 6�6 A, 10 WWM ARMSTRONG DEVELOPMENT SERVICES GUAM PACIFIC POWER CORPORATION 945-O70-�-011 019 018 . ---.�-��.A_ PARCEL 2 OF PARCEL MAP 24633 AS SHOWN BY MAP ON FILE/N BDD/C
0i 7//*, ,DLL TOPOGRAPHY HAS BEEN GENERATED FROM •
' 1101 CALIFORNIA AVE:, SUITE" 100 6,56,.3 VIA ARBDLES FIELD TOPOGRAPHIC SURVEY DATED APR/L, 183 DF PARCEL MAPS, AT PAGES 86 THROUGH 87; TOGETHER WITH
4~ /.O 16 ,'? • 1999 TOGETHER WITH A ROUGH GRADE PARCEL 1 OF PARCEL MAP 25,338, AS SHOWN BY MAP ON FILE"IN BOOK
>,0' _ ��� CORONA, CA 91719 ANAHE/�G/ H/LLS, CA ,92807 4221 AS BU/L r SURVEY DF PARCELS 1 & 2 OF 183 OF PARCEL MAPS, AT PAGES 88 THROUGH 89 TOGETHER NTH
422mw41JJ --�-�;� l PM WAIVER 28000 AND PARCEL 1 OF PM PARCELS / AND 2 OF PARCEL MAP 28000 A/VFR AS SHOWN BY
�� PH. (909) 27,-3444 P//, (714) 280 1703
' 255,,38. CER77RCA7F OF COMPLIANCE NO. XXXXx, AS ,SHOWN BY INSTRUMENT ZD01----,021GR
• 1 I• FAX (909) 273--3449 FAX (714) 2J5--4822 NO. XXXXX RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
PVC�SW&if SIL � I� ~rN9 YS 6- rev $ i-- * RAFFAFRENCAE L999a 066GR,
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CDNSTRUCTIDN RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No.
SCALE Rp�ES�/ CITYOFTEMECULADEPARTMENT OE PUBLIC WORKS
Q o DOA DOA DOA RECOMMENDED BY. �'` ,r � DATE.
klmlPADIr:�_NtMl& ll& R.C.B.M. T--56-81 STAMPED B.M. 4v G• A �Contractor ,. # `` � 'V c�'
?/Z C a Av 35--A-75, 43 S. OF C.L. INT. Horizontal �� � � ��I Pla s Prepared Under Supervision Of
JEFFERSON & WINCHESTER, 3 NW. o / 11t
OF P.P. 1523555E FLUSH. 2 BRASS No,C48758 ACCEPTED BY. DATE, r )PARCEL I RU G---, 1A
Inspector DISK IN CONC. W Exp. 9 � 4T
AS SHOWN � 1 10 � Date DEPUTY DIRECTOR OF Pueuc WORKS :-
DENNIS G. ARMSTROP PARCEL PAS' WAIVER28000RaNALD J. PARKS '��� �''�' �
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Dote Completed ��� f .
a�o � s�3o�o 1���� �t-..1 a 1'ljqFCX��"icGRADING e �"�r'+D�'/�� �'�N7�'�L PLAN Sheet � a�
.... __ - - ELEV. = 1°37.613 R.C.E. No. 048758 Expires R.C.E. No- Expires. g�3°%1 1
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