957a_sd .
I, � I ___ �,"1,-I,-- _0 7�-
�_ !:��==.,�e�,��'�-,7711 -�'�- ,z�
� �,,_u=
-- A 11__I �,
I,:: I q-7�� �"
--- i�w
� , L���111r='L�=iwi�_.L�g-1�=_-".- ��=Lm�L�Z=_�=ai�L
"I. !r2i�o
�,
I'll,
I I � R S I D r�":�
-
,, COUNTY OF R ] Vc' '-
I C .
,
'11 V,,
'.
,�
.
� r TE ,
," ,�RADIN�G NO_ (2 ",.'(' TE TO CONTPACTOR - EXISTING LITILITIES , 11�', � I..
� _�� j i " ,�,_ , _� -1
._ _
11, !j4i,�LLJ �m�=� 'Z,_�1� ,�
,
, ,
, 11
,III "�
I ",1 " \ -
., n -1 E� E. , � '1 ""I 11,�, I
I R 11 ,
,
. "I I__j
,
I
I" "I
'I 7, 1 3 f.9t APPENDIX CHAPTEP-J AS ANIENDED BY G.RU. 4-57. O " N �
I t_(Jfl�-J 1-0 THE 201" 01'11FORNIA BUILDINC COUEE CiH'P ' - �VAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS �
1 _1111EN�RAIL THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED F OM A �j
I. ALL GR A DING SHALL (,'(jNr REVIEW OF , ", 0 ]NA", ii'v]] u �',�J` ,,I TY rf`��,_'_)71'1111 HERMAI \
'C' �'
i , Alrl_�S �Itm,�_ � '..'-, (
10 - -) INFORMATION, RICE CONSULTANTS, INC. CANNOT AND DOES NOT GUARANTEE TI,IE ACCURACY N R '_,� '� I 1
2. ALL PROPERTY COiRNERS 1,31-1ALL BE CLEARLY DELINEA11ED IN THE FIELD PRICR TO r_ E. I -
t - - THE COMPLETENESS OF THE INFORMATION. 'THE LOCATIONS OF EXISTING LITIES — \ _��_____�.'1�
�� - :�] ,�_,�� `.-, ���-, '-1--l') __11 ,", 1�� I --
I 11, __ - - , - cll)
-
11 CU,',"'.'41!:"IAf-'E..',,�lw-�-i,r oi.--, P,my fl,O�4,�-fiou(,IION/(,-,9,AL)I�l(,� ARE SHO','IN IN AN APPROXIMATE WAY ONLY. LLL� rrlll��11 7 i�� N--- . , � 11 1;1��__11 I "I ��, 11 -.'----A T, �!Li� -L-2 �j - 'fii, __Z1 /\ �'11111`1�1__� '15
�, � � , �, I
i'l i � I III, 11"A A�,,, :-, - I , " I ; �� g
-, , �
,41 ` , -',,, �� --�, I �-� -, I , "A - 11 � I I� AVE 48 ____ hwhia
, ___....... �-____7�10,
- �_ 11 � �, K� "_, �.. I�'R,"Al H , i _�se \
. .. .� - �' � ` L" j ,�J il 2,�-, j �j � �� , \ ,,_�/�- � I
- 11 11 � I
141c� 1 4 ., �' , 1� TL 1�il___�` 111"�1,
1 I id -1 -, � I'--
,
� 0 �, � i -- , , - i,�Ila I" ��',',�,��N I I, I I , "
� 4
47 -1111 RO ',, �_ , ,� "'k ,) -, I, ,- '--I __� ,
, , , 1� �� , -,
I��,�� i ,* , F,)
� ii, , ,,,� -_�
Ti THE i )AD RICHT-01771AY Y411L REQUIRE I I� " \ 1, �,,�,�� __,_, � � , "_L"� ��
- I r I
33EPARATF PLAS,IS AND A S'EPARA � I - L�_ -__ �11 �
r . L
�� - TE REVI E'i1/APP ROVAL (PERMIT) FROM, THE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND Ai L DAMAGES, WHICH � p , / � � �,,'] 'i '?_A "'I '114 1 _� 11
, , " '�
0. " , - a - -----
�
I � - `,`�' `
I-- - C. - " -,"�� - �; � e,-,-,,4", � , �, , I _,��, 7' , -�� ,j ,�, 'I', tl �
- 1. 7,�` MAI �r,',� \
��
,�,, - " - 11 - ,� j - N
__ ?` : i "" 11 J? j � "
�
v V�, � , , �f
" - ;QL , j ,----,�,��J�,- ` , �-,]` 11" ,
' �' ' ' ' � " "r ,
-
1i TY LINES. ALL R K Yfl wo 1NE THE EXACT il 1'...) . , �' i� 171k, 11 -, ", 0 ,1 �
� ji 'N �
PPOPER � .� "'ll " ji "'� ""' ,�,
'. ��-___ , - --
%, 3. ALL WORK UNDER T H I S G"A D 1 N 0 P FP"'j 1 1 T SHALL OF LEMITED TO 7JOR" WITHIN THE L0Z'ATIOdS OF ALL EXISTING U11LITIES BEFORE COMi'MENCING "' RK. , v , - 0 -
'THE CONTRACTO Sr' N 1 ` I /�
,
R IALL DETERi I .1 �,`7 C A 19
'��_ �_ - �, L-�,- g -
, -
"
I j F� "
"
F r If--, J., ,� I
L:_1�,� , i Ir I "--i-� --- -, -�- __7T-7 "A " ,
ii_1__1__,,�,,� , -- � —,- 'A V /"
�1 L , �, , ,- �� I � - i , - , -, � ��,, ,"�r \11
1. -� I
� .� �1, ;, , .
I I - �", i, -1 I " � I I , 11-, � "I
1, - v �1� \, I
, ,
1. - - " "' -, � �'i `ZF�' , N
ING UTILITIES Pi' z * � - �, I "I �'. �V ,�j ", �_ �:,��\ �,, .4 , I
'
"a- . - `��
1 �IOR I ;, , � L L= il�zi , � y, 111
i, , ��,,x , r_"�_I " 11 , gK_,_"11 I .
GR�DING SHALL BE DONE UNDER THE I'-U'r3"R'i1SlOH OF A `01ILS ENCIN.EFR IN TILITIES. THE CONTRACTOR SHALL POTTIOLE PROPOSED C " , � ..� - �� I �____" ,;-, - ", , - ! "."-, - A AVE 50 �
", ,� , , r� ",-L �� , �A _'� , �
� i � 11 , 4�'� � � I -�iA V
3, 0=4;�j UL� , ,
, 4---"j ` r�, r� / � , ,
�� ,
� - `, `�_ I . I �.) & "', ' �] 1 '*-",1"7 ,-1.11 0,
,
I-
.,
E. !:. t �L I ,- , _ � ,-_ �',,, , ,, T I
�
"I UNEXPECTED ElEvATioNs OR LOCATIONS. THE OVINER AND ENG111FER IS -TO - L, ;, 1,11j ., 1 - � __ 1.
_,_ ') "
r_ 11 �,�,, - " 1____, ,
? TED. I'd J",- ,� _ -i�,,__7j,-,, � "',,,��_,,,,,,,,Af,.
,,
�� OUND AT 2�1� , j , -
I BY DA - - 'TO CONSTRUcTiON AND SHALL VERIFY UTILITIES OR UNKNO'ilkil STRUCTURES ARE F i, c C j j ��j _ 0 ,
( OMMENDATi - - ' ' ' - , , ,- , , � I
-
_J i; � / � -, 4 ,
-
'F Tri I A, Q*0 - s � , , ." - A �'
110, S , I I _� i, ,�,
I� -
"I TRANSPORTATION DEPARTMENT. RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDEROROUND �, ___
, , ,___
I U ,� , � �� �, - _",
, �
, �
,�
,
ON O PRELI,,'�,IINI RY ILS INIJE 110k\11ON �, `
, ,
�
-
- .4 v- �,
'I , 4��L: I 11 �u , AVE 52
,
, �,
, /
— j ,��� �,
�11 j ,
JJ __ __ BE NOTIFIED OF SUCH � � , I
11 .) I 1,
�
5. COMIPACIED FILL TO SUPPORT ANY STRUCTURES SHALL (,'(J*�,fl LY Y,dTH '�'ECTIO,N CONDITION AT ONCE. THE OWNER AND ENGINEER WILL MAKE REQUIRED DESIGN CHANGE,'� AND 11TIE i - 111
`A %� ' SATISFYIN( 1_' r, - REPAIRS REQUIRED, IN AN EXPEDITIOUS . I \ 1;�,- A
1 803.5. PRO PECTS 141"ITICUT PPELD411INk"iRY "OIL'�)' :j,,Po,",T `41 ALL HAVE DETAILED TO COMPLETE ALL 'NORK, INCLUDING ( I ___ U I - 1-1 - 11 -11 ,_, 1 AVE 54 /---��,Z,, —\ji�!3),\��I� .
-_ - , , ,--- -, - - "
- " ; I 11 �� -1 n r,,_ — �1'111
--' - -7 ,�,
ii�
, I
�� ,t�,\ " - _,�, , '*1 1 "4 1" ,i, 1- —7
, 1--i") - , , t , A
, � 9 -
I`CIFI( ' T - - TION 1,03,5 PREPARED By �JANNER, THE CONTRACTOR FURTHER AGREES To PURSUE DILI ENTLY TH -��_'�J�_ - " ,,,- 4- 1 ," , -v�,e��--� "I � ' ",
'_ , � , "", � '-,,�, ii�� " N
, , , I) N �) j t�� v. r Oid
-, 11 r,,,, -_ - - 1, t] .,r
I I
4 -C , �, I "
r _11�1' � I ') 01� I '' �,,L7'-A / ,,,"," �c,i, `c�i(-,,-, j ,� I 1, �1
- ,
6. _J HE 0 �" , �/ . \
, , ,
�
I
- � I " ` ��' I T ;j 11 , r
- R. ',`,iORK. ANY DISCREPANCY BETIWEEN THE PLANS AND FIELD %IALL BE BROUGHT TO THE ATTENTION � � �, ,� -, I�Il
r I �� ;1r___1`11 0
,
�
11 SPE , -TIONS j HE RFQUIREiJEN'jTS I N S E(11 GE E COMPLETION OF SAID J��'j �,'f - "" 'o ,�"`�il ,O� ;A
- , " 6
JH EO " I - � ,� ,� 1`1-11 ___
11 ,A�4 , _, ,�` ��- r \
, /I K -) -
._. � Ili r j �-�-�_ I_,_� j "' , i__ �__ . I - � .
J ` - - % \
T'24 HO"URS I'i -TO - � 0 . - �,'jl ,I] � U) �� ____2 ____11.1- --i"
CONTRZACTOR SHALL NOTIFY THE DUIUUNIG 410 SAF TY DEPAR_11�I,Ffff AT INER AND ENGINEER. � ` 2" j,- -o i j ) I co IRPORTBLVD
OF THE OW ,
,
� � A 1.� 1�� " � r I i ,j
"" -1 - I i , v
-
- ,
, , �_ ,,� )
, ,
LEAS 1 ADVANCE REQUEST FINILH LOT Gj"RADE ,�i,`ID DRAINAGE - A Z L�4 ,�� , i I p m J, ,, X ) I Ly- - A , __
LLJ z z Z-1 .,�� -
0 - LLI
INUPECTION. THIS IN'SPECTIOiN MIUST BE APPROVED PRIOR 'To 61Ull - T S THAT HE SHALL ASSUME SOLE AND COhIPLETE RESPONS191LITY FOR JOB . U)
_()I�,IC PER�MT C-) LIJ i I
I FINAL INSPECTION FOR E,"..CH LOT. SITE CONDITIONS DURING THE COURSE OF CONSTR AVENUE60 (PUBLIC) -"',�_'- -, ,-- _ _ - ,- � , I I , U) 1 7j \ I-
- -_ I a ", U_ u)I 0
i1i 'LUDI[,,IG SAFETY OF - - =a�-------,��,�- I Z � �� -i (0
I UCTION OF THIS PROJECT INC N I I
�, 7, THE CONTRF ACTOR SHALL NJDFPG�RGU�,ID , - - . ......__ �� - , - .- 5 if LT 11 0
� __ � E,i
� �
__ � � - ,__--I-- .-�- �-_ u
� I - - - I m z
NOTIFY U. SaRVICE , ,_!?1_1 --- 1)f,,,V% � E zzI OE-�,-- - ----I- - ,::,� � � \ f��
- , ALERT, TWO DAYS ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL 1, i I-- -, , () < ro� -
BEFORE DICCUNG AT 1-800-422--4133. - I - " ,_____-�,�Ar:`) ,�� �, a� - I A 1`
I' , , __ 1� 1, 11 , - 1A L
NOT BE LIMITED TO NORMAL WORKING HOURS'; AND THAT THE CONTRACTOR SHALL DEFEND, I- ! - ,,,-' ZI <1 \ , i Z, 1
'\ n _-r ,�
� , , i - - ,.
-, R 6 iNj A E)/'< , - -C _____��, r
i 1 -, `�--,i, �-," , �, , i � ,,, ANE� � j�
. � � �- �
� I I ,, , 1, ) I I �
INDE11NIFY AND HOLD 'THE OVITAER AND ENGINEER HARidLESS - ;, I "�' " " ; ,��, �(P- I�j ;0
11 �, I , I , , 7, R
1, F R 0 i'rll P.NY AND ALL LIABILITY, REAL , , � 11� -.11-1-___� , ,---= �=, � ,I __ __�i_i
,
I � I �I,1,e� -,� I �\" / 11 1___ ", " , 1� 0�11 I'll-
� �� I, ,_�,_�lll "I I /�. �t,I ', '_�
,e "I'll �, \ I � �,�11 "I , 1
, , � I .� I
�j,. �,vli xiimum (;uT AND FILL SLOPE = 2:1. FOR LIABILITY ARISING FROM THE NEGLIGENCE OF THE OVINER OR THE ENGINEER. "I. � !�f I--i"':I "I -, , 11 �__ I- ,\ aj
1 I � . � ,, _5
I -\ " . I ' �
" �,
� I I � i `,\ , , , �
I , , 11 1� 'i,
,'_11- 11 I � �, 1. �� L
, , I � �/ , —
I 1\1 `�-1-�' � I �1> -1 _-M____�_
9� NO FILL SHALL BE PLACED ON EXISTING w�oum LiarIL TrIE G"R,OUND HAS BEEN I I !�� il- I i ��-��,:,�,e,� I -1 , I I 11
" I "',� , I_- _�, ', 1�' I � ", AVE 62 Lu Lij
I i�� � kl',,<� , ," - , Ili \
': I i "" 1, - I "� 1 ,/ , — I
, "' __ / " � ,& �,
- , I - ; / � 1. 11 - :
I I " I I I I � - C(l 0 ' �
CLEARED OF ViEEDS, DEBRIS, TOPSOIL AND 01HER OR _I[Eff"IOUS vilATERIAL. FILLS � - -ji,� i 1', '\ �, � - � ,,, il I � 111
I LE � , : i� g 1, � '', -, I �,,, � I I
. ii��, �,� � 11� , , �
:, 5 1 �
� I ,�� �,� I ,\, I ',� ,1 ,� - I
�,,'HOULD BE PLACED IN THIN LIFTS (8-INICH LIAX OR A�S 'k'.'ECO,',E'vd'E�,IDF0 1111 SOIL�- . � ,I , 1.- ,�� """ � � , � '� `i� Lj
,
i ,K ON THIS PROJECT, EXCEPTING I r5- :_ � - , , , )
�IULZ_LFRL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WOP ,;�� -,-,, , �
I V ", "::%, ,,,,, __ � � 1LU I, I
I - ,� ---
: 1 , , i I -_ . ' 1%
. I ---!�� 11 'ZI "I ,�_ � 0 < - -
I I � � �
I .
I ; " , li, "' _��- , ,�
, : , I o - I I
. I \� I-,11_11 i � 11� _j �L
I � � ,,, �,ti� 1 ; I\1,, ,- . I �i 1 _j I
Z. , PROCESS UNTIL R'NAL GRADES ___C. I I / , I ;,�( > -"'JECT SDoITE — --- ' \
t' — — � ; -, - �4D . I
REPM, T), COMPACTED AND TESTED 'AS GRADIN( ,'-JRE-G PADING MEETING NOTE I I � W P RIC)
- w, 11 � I, '/ :�! " — :
� :i � _11i i �� �,,,, d I —
, � � I I � t_-
, ,
I r F I ` i il — , \
I AF'�F_ ATTAINED. A L L FILLS OjN SLOPES ST PER Tlrii,"�N 5 TO I (I,'-i/'I) ,`vb A 11 i �, , I ` I � 1� I _j r,e
- I ;�!ic) L �, I
I IZ � " �- -, I i AVE 66 1\
I I I I I - I
'IHAN 5 FEET LL "IE "EYED AND UEENCHED INTO Fjrll�,A I I"":" - 11 _`1 � I i�1 2 ��_ �11 � ____-_ _\�
HEIGHT GREATER f�I_l A - � � _-V I 1i I, __ ""', j L -__\
I " � r`_ - DI�IG/PRE-CO,N,',TRUCI'ION MEETING AIND -SITE-. INSPECTION SHALL BE ARRANGFU FOR 1 ! �, ,",- ,I;i 1 I P " _ - 11 11 . � . .
� �
� __ I i I 11 A
NATUR".L SOIL FOR' FULL SUPPOR TL THE BENCH Ur,11DIER THIE TOE i'dUST BE I I, I I i� I- - -
I . ,� � \ __
-� I - -1
- 10 FEET BY THE SITE DEVELOPER PRIOR TO COrilMENCliNG GRADINIG OPERATIONS. THOSE PARTIES I L . : -11 z 1! - � i ", I �
WIDE ildIN., REQUIRED 'TO ATTEND THE PRE-CON-Tri - �� �� � I t APN 71'5 9�--1(�0-0 I �) 1 j� �' i \ IF- \\"
) EEIING SHALL INCLUDE EBUT ARE NOT LEMHED 1: 11 I ,
I - I �UCTION ME i I j I � _[j ,I 1 - -1 I \ �
I i j " �, 1 4
p -, ,.7
-1-- - I , I u ;7:- 1,
,� / C, i , � I
" � I -
. - - -1 . A I I : ! ��,,',! I iz I , 11��, (7k)�',����
_� _, I I I �
I .- L __ , I I ,-: _// ; _�O� 11
10. 'IrIF �LOPF STA,'31 I I TY FOR CUT ANID F11 I f1OPES O'VER 30' INI VERjIC'j �-VDGHT, TO THE DEVELOPER, PROJECT SUPERINTENDENT, ENGINEER OF RECORD, SOiL ENGINEER, GRADINci " I ,
�,E", �
'IF , -----; ,� ,
'IT-D y,ITH I �, ;
I , ' El " I 1,�� j;i; N� ___ � I I
- - SE. . _ , A 'TOR OF SAF TY OF - 'k%RTmE�1T -_ -_ i I_��, I
R THAiN 2:1 MU',"T A F�C CONTRACTOR AND THE UNDERGROUND UTILITIES CONTRACTOR. RE'PRESENTING THE DEd I I � - i I
I � 1 "� , ,____-, �: \
, �2--- J, "I-, ,�, I �
, -, , ,� � ��, I I.,
1; I, , -, � - � �� � -
1, I - - - _
A T 'E AS' 1.- O.F BUILDING AND SAFETY SHALL BE THE G"RADINC PLANCHECKE,�R AND/OR CRADfiNK IN TOR I �!I t, � I � , �,�� I-- ;;1
" '� ! �)* j -�PEC_ . e ': --- �_
i�, ----d - ,��_ _,_v- ---: ;I (t) I,'----
11 I �i�,i,� ____171`�_ 11 ,,� I
N . _ , % _z I - i*"
- 1�� �..-_� \ - 11 I � � , , 11i
E MIATERI,61 �NITH A MA'XE%IUMJ, DIi1JEi`K;IO� TriE FOCUS OF THE PRE-CONSTRUCTIOM MEETING SHALL BE TO DISCUSS THE VARIOUS ASPEC1_3 e w �; �i, --- � / ;Z 1� , I �j
It NO ROCK OR Sli'MLAR IRREDU"IBLE - - ; f i _ - i/, �
I I , - "i� - I I . I -1 (i
I -j 'ii ,, , ,� ,� 1, -�,I- I I I
NO TO PROVIDE AN APPROXIiMIATE I ------p . i i �
IGREATER THAI'll 12 INCHES SHALL BE BUF�IFD OR PLACED IN FILLS CLOSEF,' ]HANI AND RESPONSIBILITIES OF 'THE GRADING PROJE�T Ar , '' "� � �;�, I - 1 2� <�\
_� i- � �, � � ,I -,�_%__ - I - - ,� 1� cj�
:� !�1," � , 1)-______ -_ "' , _- --,---,,-,- ,____-----_ . '�) ,
I 0 FEET TO THE FINISHED Gf�ADE. 'I'E'VIE-TABLE FOR THE COMPLETION OF ROUGH GRADING. ARRANGE FOR A ,� I I �,"ji I i � �� � ,- 1-1 Lij I��
0, L'- �,
- � �; i�1� �- ,___]!� �,I � � j !; 11A.C.,10 Vvx( ,� $'
CONSn1 UCTION MEETING BY CALLING THE DISTRICT OFFICE RES , , _- --i- —
PONSIULE FOR 1� - ; , � I�� I .! i "F -_ - nil()�
lul 112_P �11110 E—f�pl-IL(ii-lil-LFLIJ�-11-(-,,Lii"�T.,�—(,Y�. PROVIDING YOUR GRADING AND BUILDING INSPECTIONS. . � (�� ;� � _- ---� � � I I q
LJF%,�_-P j � , 1, �: ,j- ,�11 T N
� 1 __ \ X
. � - - � , � j
di 1 , (PRIVATE) I
� 12. DRAINACE ACROSS THE PROPERTY LIHE S,HALL NOT EXCE ED FHAT `&I1(.H ExisTED I � (L ;: � 1�-___Iq" �p i �: �, I
___ I 1A L ; � "I \
4 i ,,,�,� , ��, I 1,
il PRj0R -TO GRADING. EXCES-S OR CONCENTRATED DRAFiIAGE S.HALL BE CONT,AINED �1 , 0 �: 1 i L�
� �,I It : __4,i, , i �`L.,_� 0
- I I � .!
ON SIT' OR DIRECTED TO AN APPROVED DRPdj`JAC,' FACILITY. I � - li � 7 �, I I , �
I
-
r - I i �: � ---1�'- I il i ii __-,- _1 ��
- i LLJ i� 1 !4. � 11 ,; ,� �j
R � y . !1j :, I TY NIAP
J I � _1� i, z �,
L .! 11 - I [,`�_,) �: -,- - , ] LIJ I
11 PROVIDE A SLOPE INTERCEPTOR ORAIN A10MG F-IE 'TOP OF cu'r SLOPES `h`HERE .1 ,�i I I � I UJI VICINI ,g
�, , ,.,
... -
I � I " F 1 , � i� �__, ., �2 __j �_
I I I
THE DRAINAGE PATI-I 13 GREA11ER 'flrik,l ET TO" A,,RDS "PHE (,UT SLOF'E� C -It 'i ? - ii �i I i I I "
I 1,ONSTRUCT10A N()TES ,St (DUANTITIES' I �� ,v �i P 'I- I N.T�S.
14. f`1ROVIDE 5 I �410[ BY 1' HICH OF-Ri'd POLONG 'FHE TOP OF ,1�1L FILL '�31_CJPES — I r�--- :� �� ,---jl; -1 , " i, C - i �
I I , I � , ,�
I
. - 'I (D e �
��T':EPFR Tld,�*0'11 3:1. ____ I I (1) !! li, i P 1 �4 I �j � i 4 �� >
.
."
- , 7 ,_ -Ili ; :!�1 �1 ,; �i i� I I
� � , I I I
� .1 - - :
� i i! ,� -AF! 4-1 1, 1 1 ,,
- I - _U I - , � � 'I 1
15. �iHE GROUND FJj'iIFDIA,TELY ,",DJ,t',r,&_,Ij- TO rrjF 1-,jfjjj HIG FOUND,ATION _' A! ITEM QUANTITY � `_11_1 p w 11
j _�H 1 SE N,0. z L��
'�'LOPED AIWA,Y VW11H 5" MIN FOR ;-'i MIJN DISTAiNCE Q'F 10 HORIZONTIM Ih i 6�i i 1-_k �, I 1 � � � - ri �
11 1 1, � 11 I r11 !; 1�� 1-E: .
1i - ." - FEET. —,-------------------- I ;�� I � �_` fl� 1 � �� , -1 "A()
, SiN,1,%.LES ';�_ITHIN 10 FEE] ,� p �1- I �' . ,, - 7= 1
: , i , ,; i�
: , �
1, v ;I �,' �,_.......4� p? �1'1' 1: !! -'-__ I. �_ i� i
- FR(ji`41 BUILDINO �-11P'%Ll- HAVE 27- i'�JINhVJ11`,J S',LGPE. INISTALL 4T RCP (20OOD) WITH -TYPE "I'r PORTL01D CEiIIJENT PLUS I I I I ______�, . 1, �
I 11 , I � ; ,;11 ,� 1, � I �1 -, ��
'
, 16. NO ODS'IPUCTION OF NATURk'iL Vie'ATER "61 RSES '�'HALL BE PrER,`JITfED. POZZOLAN WITH A MAXIMUM 71ATER CENIENT RATIO Or' 0.45 US11 A I I � ;,/)ji, �� �' --- - �':
17. DURING ROUGH GRADING OPERI"tTIONS rAtND PrdO'R, TO C0NS-rj?1�j,rIOjj (D 14(17 360 LF �- m k ,"J" I -'t'-
1, 1% � r ''i� i- -----C ,// " ! i� , --_ ; I ��,l TC (,'O"'Ir Oil A
I , �r , j A 1. J 11 ERT TO NATI riL GEODETIC `1ERTICAL DATUM OF '10,72, SUBTRACT 5w
�
- :i I ,!�� � W-- ------, ,� i; �__.-_ � ; 3�
k., OF - -- -I-MINI-MUM 4,500 PSI I 11 i, .1 I'll ______ -_�_ I I IM �
I-_____ I - �, . I _ J " ,ci F`O�'J ALL ELEVAI'lOiNS SHOWN ON THESE PLANS.
, �
t. PERMAN'ENT DRAINAGE STRUICTURE'�)', TE'.`JPOfR,A1RY DRAIj,jA(,'F_ CON-fRoL (ar'll-sT __ I 11 _ - - ,-- I— 11 - I - I— __ -11, ---I- __ - I I � t ,�......�-_11,� �_ I�,,,' i �, , ---_� , I 11 r" - 1.
.
F 11 I � ,." 1� �, 11 �! i, 1 !111
i'v'1Ai',IA(jE�%jjFNT PRACTICES, RNIPS) SHALL BE PROVIDED TO PREVENT PONDINO INSTALL 43' (11P RISER Ak-11) 42" (;MP OUTLET PER DETAIL ON SHEET � �!!�, ---_--_ -I-_- 11111�1� , _,--_ I— -__ _-, 7- �,: Y,- , t i ",; � - __� ",p
I "NAIER AND DANIAGE 'TO ADJACENT PROPERAES. (� 2 EA �"-,-_,_1_'1._____1 I I I il, 1 �_,___�, - / ! , 1� � '' ;�I", - -
2, OR APPROVED EQUIVALENT, - - I - � I .- - _��- I -1� ___ iL_ I -_ I , �-11, � : 1'� , 1 � j " 4 ! ,,�,- , ��If- -
,-
-1 - - - ,I ,
,
" � " ifl
1- I , ___:__ � - 11,, -�_ ,, �'I,I- - 11 , � I I .1 - 1� I ,1 11 �--- -I � i-1-1111-- 1, :�
- 1-1 � 1-1 I-,---- - - - --.,- � I I ,
. I � - - -1 11�ellj -I I t 1, 1- _---- -,_"i �_,_--�',-__',]
- - - ____ - - I __ - _.- I � I .1 i I - �=[ -1 �
I 'I Ij. DUST SHAI 1 BE CONTROLLED -'U'y Vi'ATERINO OR OTHER APPROVED METHCU'� I . I " 1 3,� - __ -1 - � 'I' I
':J'- __ � � __-y-- -,� I :1 .-I ;
- I
__01 i'' 't �, ;k �� � � I
19. ALL ' INSTALL PIPE CULVERT WINGViALL PER STATE Or, CALIFORiNIA 1! I " � I 11 �-` -��, ii � 1 il I li
; - " I I ,� � J� , _J�j , � �i � I , %�
I . I
,
— 1 I 1,; li - :; p_________ I �
" COURSES ON THE PROJECT 'SITE MUST C(,1jN1_(1i'1UE TO DEPAR-r,AENT OF TRANSPORTATION DETAIL STAiNDARD PLAN U90 1,41TH - _,________ ,-,--- - I I 1'1��,__/ �,'� i I 4 __i�- __-__�� � ---
i 1UNr EXISTING DRAINAG-E -4 4- i 1� Ili I 'I
�i r �110N. PROTECTIVE i�JEASIJRE�; AiND TE,,'vIPORAkY DRAIN;'�%(�,` PROVISIONS ,`dUST 7 � - 11 : __ � �� ,i� . _ ,
I % ; -ii 11,�_-- ,� i, 7�,-jT�,,���-, '-�-- 1i�!,
, . ,
� �
� I U � I I � , 1 4-- __ _, ,_
-1 I ____ 11 TIONS
- 1�1 _I---�-_7_1�1=1 -1111VIIII-le-11-1-1-1 --I-,-I 1-11-1-11 :" �� I I I -
11 I "'If I � 111- I-__ . � � I
-11- I� I �! - I 2 �� I! � 1 i Ij! _�_�___��, 1,' I .-��','l"1 Ij
� ,,�, � I � I 11, i q,�! !iii
�I _� _� DUPId(j GRA. � G OPERATIONS. r,-, CABLE RAILING PER STATE OF CALIFORNIA DEPARTMIENT OF 3 EA J:�:!! � -�=-r-1--_- III-1111-7", �''___ __1 " , �il �, � � ? __ - A _-, _--__ -_ -i ArIBREVIA
�; 11-47. CONCRETE TO BE �, �i,� I I w , __ I 1, ,,� �- ,� `�,� , _', , ff li�
! 20. FOR SLOPES 3 TO 1 ('r]/V) OR STEEREIR,: � . I � __ � � I I I �j_--, -_, r�,�-,', ;, Iz"
, I � 1� � i � �, I � � �� 11
�
� , , / � � ,
,
. I
N � ": , ��.. : I I I ''I �� I I I I �j I I � I ,I . I",Z -I,,; 1!fl �_
� � I I. I , . � I : ,�� )� I
"' USED TO PrIo-Tr_u Ao,j%mG pRoPE�i'10 Dill"I r %, TYPE V 11.11 .1 I I 1- 1�` _1 �_ I-- -
6c -�� TRANSPORTATION DETAIL STAflDAR0 PLAN BF
I 11 I I I I 'I', � --- .I, ,I i � . I � ij 1,
' T I 11 � I I i � " " � I � I I I I , ,*�, - I'_
� Ij � T -jEj`lrjT I------__ ,_______--.,. - I I I I _111 '_ - _____ - -.11- - _ I __ , .......�", "_'--,'� ..I . I - � --�z-t_p �" AC ASPHALT CONCRETE
-AIER THP0 R - - 1-11-1 � " ii�,�,� �z I I 1; -, ,�'7- �, i I , ",� 4 � , .-,__-, I I li'�� Lu
i Al L SLOPES EQUAL 10 CR CRE I , ,,�,
I� - 1 3 I IN VER110AL I V " ARE REQ!flP�FD - " -- ,__---__ --- -_ 111--l-11-1-- �Adl ", ,I", A '____/ ---- �,,',�,�.._ L__--- , 1 �, -l" 7 , I "' '
I , �., I
� -- ____ -, I �� ,- , � .1,111,
16 -__ �- I - �1-1 - �, I----1 _�� - � , k, , , , " _r -I(- OF PROFILE I
, 1�3, /�� - I �, , I �, I ''I I � , " ,
- �� I� , 1� !,1,� I I 1-1 1--:-- -_� ------, -- --- - - I � i 1, , , _ ,_ "1'14z� X, �, w � r.
� ROSEA !CE PLANT (OR EQUAL) GIROU110 COVER, " "I I 1� I _1�1 I � ;j -11 , __.__ ________ Ir r `_ � , , sp O' Jdf* �
�0 BE PLANTED WITH GRA'56 OF TYLER STREET IMPROVEMENT PER COUNTY FILE NO. 957-A ENTITLED - " :� _- , ,
i r -1 - "I '' I -, -----, 4 � . I------� .-,--- -, , ,
i " ,"," I 1 : - " , ", ,��i� )
,
I - � 11 I , I
I- � -, � I ,"I , ,, I " " I �____i � -, " I I ,�,,, ,1, -, , � �� 0, I
� I � ___ i : I 1i -,�__,` - , "
- ___ - , , - - I I -11" , ,� "I
pii� - I - - � - 11 I � I I-
'� � � ,��� � i, -1-I � '' �i " I'll � - , �_,,, � EG � OF VERTICAL CURVE
) STREET IMPRo,vEMENT PLAIIKS TYLER STREET, POLK STREET, 60-11-11 - (D') ,L i � �i I � � . � - � __ 1, �', i"`- , "'� BVIC 0�Dl�]NINC I
r4l," i I 11 '1,1_ "�' "r_� ii
,�
,�
,�r
,�r
,�,`�`
, ," I M,1-I - �, �, , _ '_� _ ,_�,`� -1- -1 -
- . I,- ,� � " a.1112 ___�,, I I - __ , , " i I �f!
,
I `PACIN( r - �) r_ 11, - - � i I , % � - 1, ,7 A 41K, � 11 I 11; - T, ��,,
I ti,o§ "W,v� I I� I , 1� 1 ,1- I
� , , __ , , , ] ", 1�1 1`1 � ,�
1-1-1-1--l-I - - I- __ , - --- - ,1�\ I x � � � -,-7,�,.,� I - � " 11
1 ,�,� , I : ", 4--,- -.- _____g _ ,
, �
I �jo I O f , , ___ k ".--� ,�, , I -
C r_ ,;17 0 1 0 - - __j i ,__ ___- "I I ," , .
- 1 . __ I __ __ - - I I I I 1, � , ,. % �, - /'�, ,, ......____1___.____-,-jq -,`�,,, 1� �\ ,� ��, , "", - IvIlif "HELLA VALLEY V/AJER DISTRICT
,
,
HEIGHT SH,p",11 BE PL,pVffEO VJTH APPROVED 1RUBS , T EX EE O' f Ill U I '11,-",, ,� I � M , -,p -, -_ I , _ 1�6�_ " C 0 COAC
,w
,, - V-p J�dE - I----t-livig ,xili� w to -
-
Af A lI1uV11.11111if1 S � OF 12" ON CENTER. ,11(,'P-" F (EDj�\J(� 'I- ' 6`4 VER-RCAL .,� ,I i ���, " m Ilk -1, ", �,����!: .` 'EN E I INIF
- I ". , � _j
�;-1 AVENUE, 62ND AVENUE AND TOYi'ER DRIVE, .SHEET 13A �,;1,.i � "',, , - - ,--,- , P,�I- -____p v , , � C _RL E
- � , , I- , , , , ,.", ,-,- - -, i " - �
. , , , �1:!�� I", :D
I - : I I 0- , _,-," ,_ 1-1 i_1..1;,��,� -_�____ - I : '��. ,�- 11 ,��
I I - - -__- _ , �� -, �,� TECTOR ASSEIMBLY
I I . "I � _ , � ;I k-19 , �,"' ?"A �=_ ��� _ _ ,
��c� , A � � , " � ', ,I - -___=��_�-__=�_:-_-
ACED NOT TO EXCEED 20 I UiN CEiNTER OR '�HRU8S N101' TO INSTALL 36' RCP (20000) �,,41TH TYPE "V_ PORTLAND CEMENT PLUS , "
CENTER, Oi�, TPFE,tj SP, C0 ,���---__� ���,��_��L .__�,—......�
I I ,, , ,j,,�,',_" �t_q -- __ DCDA DOUBLE CHECK, DE
, ,I � , � 4, -, __=_,
' POZZOLAN ,imTH A MAXIMUM 71A Li , d,t � _.___ll�� � ''I � - " ,,,�,�� I 0 �!,,� n n-
11, , "r 1��4 , i., I - _ w
j � -, �1,',,,'7 I;/ _- _, ,��!��,,,� 6 - (E) EXISTING 11
I � "I I ,6,i 'A - - - ,
'�CEED 10 I OR A COMOhNATION Or' S�0N,UBS AiND IREES NOT TO EXCEEu 15 I IN TER CEMENT RATIO OF 0.45 USING A - LF 0- - � �t,,! � � ` I , ,,,,-- - ' �-I 0)
I E, (D JOA I I .'�;A` :: ,�� 11
- ,- 6, !!Q � � I/ �� , !!', :� ,,
I � � ,i:1�
I � , , ;ij."i LL EOP EDGE Or' PAVEMENT A
�� , I -- I D t, �
- _ __ , I �, -"-- ---- I,_� � " ,�, ,r�
__11 I , -1,� _ � ,- -5
- -1 I � -1 I I ___ I - �---I � : 1 , _ - ,, ,,o
, R N TION Y T,j��), FQIJiPPFD 11, __11 - - N lill� � I I'll -1 - , _ _ -, - ___ - ,� " - 1, I , ,
1, I ii 1 ," �'1� �' "'" �'� ______ --, "' , -
,
-1 IN-( f 01 i � � 1, , , - -.-- - - , � ,� __ "" __ ...... --,, - .
SHALL BE PROVIDED VjITHI Ai` il � � �� ,,-., - I , :�� I �, __-1-1 I " " __ _- ---,--- -1�". I i�,��
� � 1.
1 OU"0 IRRIOPI S S 1-7 Mil-i AN u� � , � I - "I �, I _ � � tLq_,,,,
I (_p," CONSTRUCT L 1�1:�h ,� , _111 I-11 , I I 11- --- �Iu 0 EP END Or' PROFILE
APPROPRIATE BACKFILOVI DEVICE PER U.P.C., CHAP'IER '10. THE SLOPE PLANIJING CONCRETE TYPE 'V' COLLAR PER SPPWC STD. DVJG. i � � ' I � 1� . , � i;� ,"-, ,r',-' I 1 I - W N!T
" , I -, �_ 1� � -9,11-
. ,E PLANTINIG ____1 __1____ ------- - ___ - .- 1111 _11 "''-,
ADDITION TO THE OPASS OR CROUN'D COVnilt SLOPES THAT REQUIr �vlli`,,IRAUM 4,500 PSI �"�` "', __ ,-, I i
Z-__ _` �
� I - I ,I " _��, ,_-
� ,m �i� I - __ " I -
CI I I I I - , ,m I - I ____ - ___1.1___,_,_ �_ __
�j,, � � /,, D _�i I I �____ 1, > �111 - I ��
- r_ � �11111_759_300_00 ' ' 11 "
lil, . -l"', ,,, -- �il I -1 , '\ "
- Dii I 3 1�1 rj.,� 1i 4 i / � � - -,
AiND 1PRICATION SYSTD- ,l '-SHALL DE INSTALLED Pi?,IOjR' TO PREICISE CiRA 'G F 11,I) 380-4. 1 1 A. k � !�31!111`�_ ,e.�, :> li,�q EVC END OF VERTICAL GURVE 11,
1, I - '_ -, I , - � "
- , I �i � � I -1 � _� I � -1 FL FLOWLIHE 'il
_,,, , I � , :_4 b ii,-0 c"
_____.,______ , __ pt i�;l 11� ,�, I", -,�, � , ! i i I _ _ - -, �� I ]�l�
I- I - 1-1_1 - 11 -- -- I I - I I ), �-� I -,-- � � 1� I 11 ,,, I 1, I I I I
I
- - - __ -__ __ __ - - ' ' 11 I -"-I,- , ''_ � _ I I ---,--I'- - , _1-,'11" ,,, I...� , � rTI� r_ ��!;i� _
� -
I
UI'd L�LL----- - RCP (2000D) WITH TYPE -VI PORTLAND CEMENT PLUS -i��,�;J,r--��� ,`�' I �t I I i - - - 1 '11 I .. .... � - - _____ ,- -___- ---�,:___-,'_=1�_-_L-_ _'�,,"_ 11 ', ", I 1, � il 0 FS
INSTALL 18 up J �: 11 , 11� \ �-, - -- -,--- I--__� , '_ �,�.,", , 11, 1_..�If . -
" I'll , --�- - - - -- -� _=�-C=', ;;��'-jf�f,!-_�_,,�,,',, . � I#�_ � il I 0 ' GRADE LINE I
r-if , I_,:_�_ i,� � - ----- -- -- ----�-------, ,� --:'i,,- ,
—100 OF WORK - 1��,H!,� � ", I ,; �� - Z_ I I ___ __, ,.-- _--� ___-_ "- ,� " � I
__� '1_1_- e- � _,, � �I __ , ----i�, I 0,1�
POZZOLAN WITH A MAXIMUM WATER CEMENT RATIO OF OA15 USING A 40 LF �!;: A� � -___� '_,.,:� , i� --: :_ ,- -- -- -11,11,-- -,-----____Tl'-Y:- ,,, 1,_��-- , �,,,,,,� I " I . HOL HYDROLOGIC m
i� -11 - .- I 11 -- I'' � - _ � ,�,_,.,_"_',.,r",-I-, I "� I 1�
21� A REC"rISTERED CI'VIL ENIGINEER SHI-`ILL 1`:'REPA�14',E FINJ�1 C(1,V1P,,`1CTI0dI R,E�DfORT/ (D , I I , __ 'i � , I , "I I
MINEMUM 4,500 PSI m �!�!!�ifi- ��,__ _.� , � I I I I �__I- , I,,,�,,� , - , I i �
, I
- _ ,- : 1, I I 1 I,""111,, ,,"1, ,��.'M ,� ..1, , ,_ I � F_� , 1 ii HP HIGH POINT 11
I I �- � � , 1�
� � - 4, , I .�_,-,�� -":,-',�,,_, � ,
I :i , i
I--I-----1111,I-__-_ -11 I - -1 1�!l!�"",i �� __11--, __ � _ I , , �1,3 I I 1, I , _� 1:��
I . , - - � , � .1 , �
__ I I -1 - I I ___ I - __ _ - -1 I -111- _1 __ _ __1 I 11 i I I" ,���',,. ,,,,� �, � 1, I "I " , .,- � Q , FRIGATION DISHRIICT I
�; I , I
, _� , i, ,',,i��, I ---
1 _1� , I I'll, 1-1 � �
I I " " 7 �-."I"I,x 11 1 11 -_ 1, ...� �4.1, I ,i'' T I
I
1 14�,, � � . 11, �, � - � - "Ill , ". 11�!� INV INVER I
v �1�I,"1A j�,-_,, _ I I - _� � � " _ �, ,,-� , I
-�........ , - , ___ I ,� J�; �141!NINIUM
...
...
,
,
- - ", "." " �, -" 41, - " �:�� I 1
- --- "' �� , I - . MIN
- I "., - ),�.. - I '11'�_, I 1 -11�... ...�, " , 11 - e
- F PAN' 1:11 E�il'EDIAL - ,,�---1p 1i�- L - -1 I , : - -':::" �, �� �' �__ _,_ IID IMPERIAL IRr
' '
(UR,ADING REPOPT AND IT SHALL OF SUDM'ITfE0 FOR IREVIE'd AND APPROVAL. THE Ly, �, �"-, , __ - 11 : : .. � 11 I - ,,_�� , - I
'
�_ I �,Z, I---__I I � I
, - -
R I Al SO PROVIDE DUILDING FOU i'll OATI Oill DEUC*ill PAR�Vid!�'TEPS r 0�3�,I'I�'i l��jj - _ 11 - �-, , I A I � - , i , I
REPORT SHAL- - PRESSURES, " " -I p I i` , ':::,�, �--�_, :
INCLUDINO ALLOVIAEILE SOIL ,JGI'�j 1�,IDF 11
RF,MOVE EXISTING 18' RCP �VZ'7�494` i7 ,,� r,,- _,!�:,�,,4��- - -1!�� � - � I -, I
Ex AND R I - ," ���A ,�_ 1-1 11 I ��11�= " , I " , � 11 _1, ,
35 LF F'X: ,.� ,,,� J, _E____ , __ _ -, - I ,111-1 _,��_ -
,,i-[E CON rENT, COIRROSIVITY AND 1�) , 'T - I T �'-F �', 11, � " I -_____ ,,�,! ,-' � I I � �," 1 '. ,-' ,,�', �i� , OFFSET
,1,AEASURES IF El > 20, 'WATER SOLUiLE SULF�l C_ , - - __ - �� , -, . 1, ,�, ''I"I �_ � I ,
-"7-;, _z_�_'__�--- - __ ,1 11 11 -_ " - - I I , , (j/S
- , , _,� ____� ---I__-----_- - --- ___-__ :", , , ,
._I-I � ,� - -, _ _ 11-I _ - __ i � I _ ,�
'K t��_--, w, " ____ _,-,. _ _- __ , - _: -r--�! I I � I 3
- , - , 11 ,ii,
11-�_- -1-1 -- __--- , I !t_1 I I ____ -__ - ----I 1. -1 __ ,- ,- -- , - --, 11 I i
� 11.1r1_1_`1,11-, � __ , I - � � I
0EN",_! , - - 7 1 - ��,___ � I I ;- __, �,
g - , --- ,,�� �. ' --- ------,
Ili 11J,_,';lp��7�-=�,-
��,
'. A, �,�h,4�- '1�1';�� I , - -
," 11 � - - %,�, �
DIA ,�,",',-'-w ,6, `�- ti 7 - ;1i fa� ,
R E,',j,l E L �,JEASURES IF' NECESSARY. ,,, fl,I , � M.v �TE�
� - - ""
- - 1.I -I _____ __ , �' : ,,, , ,, I � - - I - - - , � I �, l�i�;�
- - 11 -1 -11, - , I vi"4 --,'�',`j 5 , ,_ '. ,
'-_P " >,:-, 11 i � ____ I 11- I-
�-� I I - I- �-1-1 Rni j - ., ,__�_ . � i ;
22� EXCE T FOR NON-TRACT SliNCLE RE�IDEJNTV'L LOT GPADING, I . I I , - 1w I , ____I 11 -!--i__., �' I I 11 I (P) :
t1t THE CIO."i1PACTIO1,11 I Ift" I ,, ,��-f I a -�, _`_ ___ - ,--_ I �_, �_ ___,I I I- -, ,� - - I,--- - 1-1` I -, __,," PUE PUBLIC UTILITY EASEMENT
N I i!i:� � ,,w,,,� I -_____:_______-- ____- -----,---__ --_-�-_--_ "I" I I- I
- -, � ,_ _ _ - --- __
," , , - - - __ __ - - -- -- __-, - _�= ` -
REPORT SHALL INCLUDE _' INSTALL 54- RCP (2000D) WITH I , I � � - __ , "�--��----n--.--,-----------��----7- ___ f�,__61_ _;!"'; � I
, , � �,,J(-_ --. -----,-_�-, -,---_--- _
__ -1 114-I I__--1 "I- -- I -.---, ----,-------- -:--- - - , - � -, - __ __ I � I ._�__ _11'?__1,
- SPECIAL IN�PECTION 'VEPIFICATIONS LI,S)TED IN TABi E _ - �t'', � I - _-
E THE TYPE "Y' PORTLAND CE.MENT PLUS , I Eel��p .1, - _ ,_-, , '____ __ I � --� '1� . �
,
1-- . PVI POINT OF VER'FICAL INTERSECTION I
" � ,- VVT N PA -�, � 1� �
- I .: � I 1-1 ____---,-� I � _� � �
'1704.7 OF 2010 CDC. TER CEMENT RATIO OF O�45 USING A 830 LF ;; 111 I I(-Ir�_,'�1114 .1'.. i __ _ �I I---- " I _ r E, , _1��i -,--
POZZOLAN WTH A MAXIMUM VIA �
I I -"- cj;� � .
I i
- ��,------�----_I-__-I ,� I I I � � I RCP REINF'ORCED CONCRETE
,� ,,, I
(D ?"il "N'1111_� - I - I.-Z�: � 1'.
MINIMUM 4,500 PSI ,'.,�, li q L111 -, , :�---—j I N ,
�
___ --w---- - - I I" ______- � (PRIVATE) � 11 i;� I
1 ," -ZL, i , _-, __ _._ -___ " _____ .______ I � i : �j �,
�i_ _:��=_�; I I I- �__ . I I )) R 0`417 RIGHT-OF-WAY
i'l � I ��_1_11_____ _ I _1�, _� 11__ , - 0 I ((-'�"
" R �!,_-w!,,'W,f�z- ,-'
2.3. A REGISIERED CIVIL ENGINEER SHALL SSUBMIT TO THE BUILOh",10 -`� , �� I ! PI�E �,I
`1 ID S,i'FE'FY ��, , ,, , i.- � ------- I
m
�
, . � ---
,
I_� I � - I -- __ � __ -1- _i; 21 - __ 1-11 _____- ------__ --1 I I I J;��
-1 .- , _,i� I I -1 I— -__, ,I - 1,
� '41� 1 1% 10- `4 � I --1-11 -1 --- , 11 �E�
- - ' � � -Iiy �, �� I , TC TOP OF CURB .
- � __ __11__ 0 -"., " ( -FR __� I
DEPARTIdEd"r YiRITTEN CFRTIFICATION OF C0,1JIPLETION OF GRADING IN ACCOR'DANCE I.--, _'j,", " - _". �
-" ,
I b - __- i,
.,[,�,E,_mqiwN1 I cl,I . I�1�
I I : ,;; V,
� � �_jl L__T 2 1� rj� .,� I I - ,� I - �,'T I
_P� E N G P t ' -'TI � 0�a- , , , ,
I
�
Wl -1 TI-I APPROVED GRADIr -AN PjFdOR 'TO REQUESTli"IG hNISPEC ON AND � -1 E F' �1' APN 7` , I . 1. I "!
�� I 'us--,,- -3 9—I 8 0_,_� 0 1 1-7) 1 - - 0� , i
�":, � f,:i� TIN TOP OF WALL I
I
'. , , __ I 11 � 1, � � , ��
� I I � - , � '�s e
ISSUANCE OF THE BUILDING PEF10IT. CERNFICATION -SI-IALL iNCLUDE U11E ORADE, \ 10 REPAIR EXISTING ASPHALT ROAD PER SPPWC 310. DIRG. 133-3 271 0 SF �� , . �_i I I I .. 11 " " - - I I - I I-_ 1� . ,�I Typ. TYPICAL �
I I 1-1 " Fi �i� �'�d
T l.11 , "� i - , -, 1. � , . � " I --� � � I� !!
�� (�) <11 - ,
- I I 1-1 , � � - - , .
F 'ATION OF PER'i"VJITTED 04�ADING (11 THE 1� - -- - I
SURFACE DR�MNAGi I ELEVATIOiN, AND LOC � , I � � ,",
LoT. -__ - -___ I- ,__ j, I -- �_'.� -1 , I I � � t�" ,
� � - - _ I , ' ' � I I ";�!� ",","I 11
� - I - I �'� I 2 11 !:5 -1--- ,:� , - / � ' I I
- �__ - I - , I I , ___ - � - I I-, \ � '--V -,,, "'
I �- 1-1---- __- I ,- I EL-11 �.;��
I r , -1 - � , \
_ I f , , , I- \
, I , ,,
� I ,� I �:1� I, I .
� I , � � � � ,i� � 11 I � :,- ,�
R STATE OF I : - '4"
CONSTRUCT CONCRETE FLARED END SECTION TYPE B PEI - 6 1 ,p,,�,� � i
� , I 1. �1, 11 11 1; �_ "
�
I _ -1
,. _��ql _
CALIFORNIA DEPARTMENT OF TRANSPOP - ,I I I 1:� -__ _ _ __ - - - � I- - I � i_r ,:��.�;�i ,,i�
_11- - �:)
�TATION DETAIL STANDARD 4 FA� I ,�I�, I ,; __�______,__,_�_:__ - ,- __, � , :�:,--__�___ _�:__ ____�_____, --,, ,, �::____ _______ 1-_ I I I�1- 1�11 re�tl�, ,i� Y �.
PAM(-� [10TES (�) . I (:) 1"
� - I
I �, � � A7 - _,�r' I --��""",,l�, I
, f� j r ii "
� __ I I I—-� - I -1 �
� - I I I - I I- - __ � ��0'0 ik��i�am`,7 !A� I 1 q::i,�,, , r
"",- I I",
s 1'�I - 11 i� - , 11�14 1�i��
1W�� ,- . ,,�, - -fl-, I it'1=7 1, � ,��
" I �
1. ASPHALT CONCRE'IF PAVING, EXCEPT FOR OVEFlLAY-'�, SHALL BE IN3TALLED Id T`jVO __ �g i , I _i, �""__ -----,---- -F- 1,111KY, (PRIVA E) ,,_,j !ii :i k ,�j LEGEND
,,,, : I
- -III, gt �� , W-)GE--j,__�� ,
- .\:1�:�J, Vi, -1 _-, --I---.1___1-___- I �____ --- --_!_', � ,, � I
i4, ,��;�,� 1 .1 _Q11--,-,-__I——I-—----_--:',:",-, �: ,
A
- 1i (I - , �,\N,�11 1">�_ 1-1111-"Iff I—- " --1-__1---__- I , - __ _�_-",!4�
1p, � ,� ' - -___' :------ -1-1--- �
(29) OR MORE COUR',3F� WITH ,MIX DESIGN;S THi'T COHFJR�1131 TO I�ECTION 400 OF INSTALL RIPRAP APRON PER DETAIL ON SHFFT 3 .3335 SF. , 11 --1___,1_1_-_-_1_-1-__-__ -1-L" z!
, -,- � ,�_��Zr_;; - J,2r1�� ��,i ,�
271 '�' '115"ll!"I'll" , _ �� r ��,-�-7�-,---:----:,-�::"�-,--,--__: -------,, ��,
,,,,-�:�_,, , __.__- h - - -__ ,� __, _.,_ -,--- I- - , ,�
,,,-- ",� __ . ,_ _� -
jOAC�HELL,Pk VALLEY MEERSIONI (GREEN , � _��---- --� z__ --- -;L--- _-Lj,
THE REVISED STANDARD SPECiFICAT10j"']�, � (1i) ,L,l,_ �� -_
� -
- � - ,
IUE 11, 11--_I _�,1 t 1: 11,
, ,
- -- I -
� , -, ��_ _"::�__ _7� 7- _:,7__ �------ _� �Z,:.1=1_1_1_ Dp
,, ,� __ - - -= __=�, __ -
-1 " =_ - 1 - . ; ,r4�'� -_------____ __ _- _
I_ _____��� - r- ,,
,�_� -1 - �, ' �,_`_ ��__�___--1_--I-""_ ,-__,-1_-1_--__- �� _ �� �,-�,�-�_.--�;"�--.__�-�--�-���-�,-__�-_-��-""�l- == ---
___ I - , , - , -- -- - '' - 1_=1 SY1\41110 0! _,S(,r
�,
BOOK), NOIED AS FOL_107�,�F; I I - �'k 1- , __� __:___1 -- .1---1- 'I PTIOM
- ,- -, _ ____- = _-_-,_,-=-----,-�---�-:�",-�-7,�-- =�_-z�-7-7,�-�-��_-__-,---,-,�,_- -_- 1, _________ -_1 -:==-"-,�-,-�----�-.--,�--n-=-, _-1______1__-1____
- �- -, _ _ i� ---�---1iW,__ -
��, __ �
� `1 . i
�11',I "I. -7 - -r-- - - I
I I" I ,
INSTALL 5 INCH RIP RAP TO A DEPTH OF 1.5' UNDERLAIN 'Wl-prl � 4!S �,
-11 1, 1�1, ----,7 ---_-'a')"tE_�-it IP ;,-) (PUBL10-)___-------- ---- - ----- - --- -- - - - -- - - ----- ---- - -- - -- 0 250 500 1000 -1 A(,' REPAIR 1,
'i'iEARING COUP'SE (UPPER COURSE):III-"'2-P(,' 641-16 - __� I m-7— I - - ___�
-
'f 1, � -,'.','��' _?-__�_� -,-,----- - -------� __7�__] 1
- ' EQUAL) I 1�, I �__�- I _:"C�,__--::.....-, :_
", 41 . I 9___ ___---_-_ _ ___�7,___ ________7,:____,_ ,�" I — I;
ill I ---- .� -�- r---- - ---I -.:I)
� 'OURSE ): ill- 3-PO 64-16 " 11 _-_�::'--_�_--_ - _ ____- ___- ;;_;_J=_==_ __
E C" 'S' - , ,Ls 0 (_ GEOTEXTILE (MIRAFI ILIOON OR APPROVED 1990 SF. 11 - - - � �Z� =__��_z
_____ BASE JURSE (LO"flER ( - - _ ���L� I
I 11 _____1 _ I- __ !,
- il -___��_�- 44-- I-------- - ____:_z________: __.E7 I '�
- - 1- - - I I - - _", 7=— -�::=—��__- -
_ _ I , __ ---1 __ . _ 'IC GRADE LINE (HOL) ,
� H � , ii HYDROLOG
__ I �QPk "IMn I I 1 in =500 ft
- I I - �
C�� THE �h"EARWG C'0Ul`1`!E SH"LL �F�IF A 0.1 REET THICK; THE BASE CICIJF,�s'F(s) SHALL _j
_�� "' 11-1 - INSTALL 10 INCH RIP RAP TO A DEPT ,,jr- -
Ijj N Z cc,,N-rk,i�.; 'r;ir,- 8j`,LAi41f,E 0, .RJE iREQUI,RED 1I`SPH,A.LT CONCR'ETE TI, H r 2.0' U(1DERLAIN -------- GUARDRAIL
r -lit"XAE,--s� - 4460 SF.
"
7_1� I.. < (I D WITH CEOTEXTILE (MIRAF1 110ON OR APP,--,(JVED EQUAL) ��
0 1 2. MIX D,3'I0NJ1 REQUIRED: SEEVEN (7) DAYS PRIOR To (,(Ji'�-i,',,'�,,�'i'�IC','-:��',,]El�llil' OF PAVING __--I-�--- - .1 I- ��
,
RACT(I A If--,P,';,I 0 V A 1 �.- . � - - � I - � - - �- I -1 —- -__ RIGHT OF WAY (RO'N) ,1��
- ��
i""I_r i .)
",I - 4 �>
U5 ,Z), V-) OPER _(')NS, THE CONTr ,'R SHALL SIL18,"'JIT FOR A CON1PLETE INSTALL 24 RCP (2000D) WITH TYPE 'IV" PORTLAND CE1,1011' PLUS
Q - __ __ __ - __ EASEMENT LINE L1111
Ld PROPOSED MIX DP�1(11 IDENTIFYINf3 'THIE Mil"I Cr1?`,RACT:7,RISTl`3 SUCH AIS: POZZOLAN virm A MAXIMUM VIATER C6MENT RATIO OF 0.45 USING A 6 LF. ::1
' - - -
I
N a_, AOCRECATE GIRADA'TIONS, VOiDS IN MINIERAL AGC14EGATE ("A"'JA), AIR VOID'�, Ai,'15D (1-5) 1A �, t j
;__ I - 1'jNj..',,jU,,'�j A 500 PSI
I
- __ - - E NTERLINF 2 I
I - " < S-VALUE FOa VARqOUS OIL CONT6'11"S FOR' EACH Lfl,"� 1-�___I V_ -
111
. , ..
I I __ - I
C� �', C, INSTALL JUNCTION STRUCTURF - PIPE TO PIPE (10-<24")1�-1 11 1�',
3 LL BE AIPPLIE:0 TO EXISTIOG PA,VEMEiNT, P-(,'.C� S'-'URFACES AND /"-, - 1-
- < THE Ai.C� BA�'3F CQ1JR*1',_:, IF TRAFFIC HAS DRl'VE-iN ON IT. '!-HE TACK COPIT ��'IHALL (' PEF� SPPW(,; 332-2 USII`-J(3 TYPE "V" PORTLAND Cb,,I&IT PLUS 1 EA. 5
l-_ \�� POZZOLAN WITH A MAX11MUM WATER CEMENT RATIO OF 0.45 USING A
cif (f) BE SLO�N SETfh1G' ANK1,11C 6MULSIFIED i`,SPHALT TYPE 'SS-1,1' CO'i"W'DRivllN(j TO MINIMUM 4,500 PSI �_
SEC110N 2031-ri OF THE STANDAIRD � ; - I- __ - 11 - � I - I I I - I - � - �- I i
Ld I , Ij' SPFCIFIC-ATKI��. APPLICAflON R�TES SH,,U,L �2
I',- 1110NIFOR�M To �J'ECI`IOIN 302-5.4 OF _I'rIE STANDAl-1,0 ,S�PECIFICA410N'�. - I-
I
Uri I �_ C. � I'D
::2: ri., It,�,
:D Z 4. ALL �M'A'NHOLES ANID VALVE BOX FRAL,"vIES SHALL BE ADJUSTED TO FINPiL GRPiDIES ,�) INSTALL BRICK A% MORTAR PLUG 1 E A. ;'t
Z :D AFTER PAVEMENT INSTALLATION IS CO3,'i.,IPLETED. JE
0 I __ -1- - I I - _ - - � I �'J_
z I (�) 5. THE CURB SHALL IDE ETCHED OR STA.1ii,11PED SHO�,`dNG UTILITY SER,"ACIE- LATEDR,;�,,L �;,=
I�_
" LOCATION'S AS FOLLO'fi'S: "S" FOR SE1jjFR, 'G' FOR GAS, AN-0 �'E" FOR ELE(,'TRI(:-fi,L _'�
(D Uj I P-1
� %s ---j P 07�E R. PARCEL WkP ,
r- 11
� -
� .
<r -.,- M SHEET INDEX . 6
11
_
0� kA < 6. USE TYPE "V' PORTLAND CE,MENT PLUS ,--OZZ0L,A,?,! INI-PrI A ,�J;%,,I,MU�'d Y,Lkl`Ei� - - ____ INSIRUMENT No.: 2012-04715:66 MAP BOOK N,�i.: 234 111)
( "' i�
E
�__ I-) f,'EMEENT R"TIO OF 0.45 USING A olilh'dl,;Mij.,��l ?'.-,500 P�-j'l C%,jC,,'1,FJT__ 111jiX 01111 ALL I
— 1�
�
.
(f) "TRUCTURES IN C01111TACT ii�1111111 S_OIL� I I
M I CONCRETE �') 1 TITLE
�DI r) __ ____ - _ I- I __ .- __ I - - RECORDING DATEE: 10/3/2012 PAGE No�: 24-50 1".
"I
LLJ EL I . I - 11
�
CL, _z< 2 PLAN & PROFILE - AVENUE 61 CULVERT 92+20.00 TO 92+E1O.GO � 11
TYLER ST. CULVERT 10+00.00 -To 12+07.26 ,�,
�
- I.,---- - - __ 24-H(JUR EMERGENCY CONT�L,,C'T I
-----. = � __ 11 __ - 1. - � E: ,� I-.,)
- ____ . �
I
lm- 1,21
Lif-, �E 3 PLAN & PROFILE - AVENUE 62 CULVERT 67+00.00 TO 73+96.49 JOHN OLSON (760) 799-5106 1 1 1 �
__ - � __ I ..:1
I .. I - ____ L_
L'i NA14 E 24 HOUR P:HONE_NU'_'JJER fD
L,J L,i >
Z u .1:3
- THE THERMAL CLUB I-)
.zlf i I__
-
75 , \-,c 36030 �,
;1 W
Lij THERMAL, CA 92274 1 2
I
� - ----,--- =
_1� �
F__ _i!_� � � _� 11d!3RESS 2
T_ LL- - -,- I r-11 I 1�1 I �
�_D z I "I --"-,I x-
�
i�� �� I (D I "� I-il � il i,-
(-) - -1] , 1.11� -
L\1-
0:� _� I rc ___ - _______ I 0
,
_�'1-1-", , .— -— I p I 2- 6)0 1 � I
ll, ______
, 11111�% I -_. __ or or p"1Vr,fjoIV, — j
> -1 1 — I __ r — - ��_' -
_11 t". I — �) BASIS Or' BEARING��: B E 1\1 0,Hikil AFI,fK: INT'ri"�'U�ll�l't,'ORPOr'�,A�fEDTrr_-RRITO,RY THER.�VIAI,COIJ_N'ry �3__f —ALF011A SIFIEET �40� �D
. l__ 11 i ,� " ,'PI 'v �.�,Z!, , I WO rR K. CONTM-1ED WITHIIN TIHESE PLANS ____ 'EAL-ENGINEER _-FEIAGINEERING CO�]P A�Wf � 1JE OF f, rUl 1"
"
lij ,A-," - —_
,I ,,Amk�� I"ll
0 .� >v
"
-) r�1, ,�I I 1�"I I �,1, ,�,, ,ii�,, r_1 " - r E 0 �:
( � I 7t �1,r I r r-
- ,
VVYVIA �lv� 1�"I' :"� L�, ��;,�\ — -
,",,' p N -p
— "v"',, ��,,�- L) .- I ,�' I
— �v�,i """,", — — -'-) 'l)�I' - -1 '
V) 1.11, - 1 � _1 1.1 "TO, �'_310 DFRA)'�,J I M PIR,()'il-
�, , ,Ie'g "�'-"i�i\rl�v'-'�i'�\,J\i'4v"w-'�,"'i\ SHAi L NOT COMMENCE UNTIL AN 1�-�";��i, j--.-,,-,- ( 1 1, I f i
, I ,AjvvVvvvV1,,-vV1piv1' " %�, , I
"
, ""', -
,
, , � ,�,�,. , 'r-1,,��i,Llmr%�,'� " �, _,,I I 0��J\ �AN E
'i ,�S,4� I! I I
.. , —— �, ,�'ii4��, ,��_ _-�,�,,�,-��, ,,-_,��_"5,",�,�,, - �,"i
,4�%%,,,M�,,-1 r -��Z,I� ____ __ " ,, - , '?A�S D`,K IN COj\]U-'FTE AT '111 -,_
1, I r 1,,'jr,,j," 7__1__ -, '\ go,ffl,N",�� _ - LINE OF THE NORTHI,`� ST
-'I-"- Iv-�,",-1- -_,:�,
A, � �5
� - BEARINCS ARE BASED UPON -VrIE ,1 A
"
,a,'I ,,,,_,,� y,kUFE�3s/a" LTtRANS D" NO. Rri/14.8 L 9-1/9"'
< " , ,-��� FNCROACHMENT P --,',`-'� �� ," r S.A. 11,1111 I
(-) DIAL I�A,"; �__,-�11ar_E__s/1m,_, m
I I V-11, ERMIT AND/OR A ) I I �",`,,�_'1_1' 8 i _: I
I f ,Z/ ill, I WO 140 K i ,'�\ �, _r� �,-, NORTHERLY E E LE T, -1,VE 6 " 2 '�?
I'VI W I I ,/"F i',,� , - — - _� , - ly 'TION 33, TOVINSHIP ' H"I',Y ' A- A � TYLER STR' I
-r_ I e R - <, �_, U�,'� ')\
Ld �, --1 I I , 1111-1__-11 ___-I it E_ _3 1 , AVE 6
(::j r-1) r 01,§�,, - — ,-,,,�,-,,�,�,, ,,j_ ,1-1-,-I , "1411 ONE-QUAPTER OF S'E C QUAD OF i 36 HD VE bt STA.'?Illp�:,O
, A �
, — ------- -7 ''I'll, � I I, - 2022 Avenida De La Carlota, SLlite -100 _ -_
I ,
__ --- ,_,\/�_, _,", 1. 0 4_ i, �,� I I -
LLJ t _�,��y 111,1,1 . . - -__FORE GrRADIING PERMIT HAS' BEEN ISSUED. , F 1f' ,`-'POR'TA ION
-I- I, . ' -7 -V.% ��'i',§j�_,;ir - " � _� A
-
,-Li � �11, ", I I -1 ;jy`10,411, ,�- , r, I— �0
-�g, __� ____ �,i -,�, -,�:� "� �6 R-14.' L� O�3' BELOW CROUND Aj"10
(L) Lj I 1�j ,,�""'.,��', 1� I YOU DIG __ ______ - 71 - 1 , ,�z,��, ,�,�� , ,,,,, - Laguria Hills, CA 92653 BEING N8J*4'4'5'I`,3. AS SHUYiNil BY T L C 11:!�f'1' Z�4 I -
B E r- 0 Mr- , ,�� - EAST, s'a' CP'LlFORi\,`1A DEPT. Of' ,hN_ ,T '
�
,,,-, ,,w 6 SOUTH, R NGE I - ."'L, ii�lzj
> 0 YOU 1� t4 4 0 ,,_\ ---- "'- 1�11 ` I �
, I Lt 'F P- )7,�53D
,,,4- I'll, —
� , i__ 1, �� -11 - F`:- �"__Y ��, "' ,, Phone: 949.453.0111 RECORD OF SURVEY ON FILE IN BOOK 90 3I 1. 0 .�l',4 95( ,
,
�
,
�q
�11
1 Q,
,F_""`�
I "'1111111111"IL'"M11'.
�
1`1 t_
I"
41,
,I �'j
11 I,
I
-
11, 'FA
I 0
I ,-
5; -
"I
4 F
"'
I
____(_ -
-
,�
0
—
il
- i
�
,
I
i
-
I
,�
_11�
I I �;71� .
� 1 17-
L",
�1,
�
�'D
"
�`
-
"
�
... 11"
01
il
.1
'I "!
,
I
I
-
I
,
i
, �,
_
i
:
�,
i
�
I
I
1, / I
I �]
1i
kl\ I .
\1�
___ I" � Ti;de pri,iule .,fll " - - ' i " 1, F_——
r- 'i"11 -1 1
,;7 \-\ 0 115 I'll- ,�, __ j:Fin"r�im:.ng tla"� plfjil--� is respuLair,la fa fi�aximj (ne qrcurpvy — EXP. 6-30-19 4-0 N�_'It_l LT)ED\tol T A P-M RGUr E F, N
. .
Lr� u i TOLL RR'E' ...... I - -f,q1f,h1` e " I ' Lrefui-�In -f�ie emtit d d!suqcIlf"��!"',fin.-vig , , I � AT PAGES 36 *FHr 3H 41 ]HEREOF ELE7ATIC" = 375.53
< al I tid iu� 2JIly Gi (11�Gt'��(l r; I I .
LL ,< 1. . .1 __- — , " 11W RECOERDS OF RI'VERSIDE COUNTY, I
1; 6 . � — ,�, I-L -- ______ USC,_W31S DA1U;M +5(jo' '1972 ADJUSP,,IENT E3-1��,]G'jL',,P0'R'TI0I1 OF THE HE 11-Al 0F S�__�(;,Floill 3c" _l.�;S., 1PI.K., rs.S.B.Nri. 0 F 3) S'ffrs ,
I-A �_C, , % IFOR,NIA, __2r_-11_____, -
! 1 14. r I ' - -------- __
-) '!.p ,trum4i:iiq �,,ii cvxtl tub,le sxdlutlui (mid revi,-,rig ihe p1ruils fcf — � - . , r 0 r,�: ----
,1;1 I r� . -
[.I- r-,- -F N',-_� th�l ftr ill, ,�� D ATE —APPR.'-F DATLE 1'1��I/ _(X�- F " [\I 0. '046559 - -
't�,�'I,WT,iiy t I '110 _�; I ---I--- PRE R.C.E, ,� -
_ D "rE BY , 'Ile P"1-utp L' r'I��,'r f�i(ill be ' MARK 8
.-i EL L�� I A PUBLIC SER,VIC Pf"Wid trc'ur�fig uf.mjiivjdim
,
E r_ Ij ___.. - W C;iLly
__ - tup",fovd b", iiipa tum-4 E�,,�i r,I i`N1 E E R , __ _�E�_,LE. ___ F V1.0, f,'0UHTY % A
f, I,) i p ,�k,
,�
---,, 0- 1 VICE AL rKVF310�1'_' , v T
'�i_�iafl��_, I-�. ,, � I 11 114"'' -1_7 COUHTY ___ — . 1) 1�141-67— DATE .��"_ _ 1W)TED RI � 1\10� J_
, —__
, -17-1 I
- 17 .______,_,_______, I r U. -
,
,
, F/a � !A9"IZ—)7—A
__��--,-,�,,-� -7 oa��-��_,Z!L�w�, ��=_,_��S��La iz�_-_,-_--,-*-j - _ __ ,�M-L��, __� ,L��:_ ��—'—" _11'_._11`2izm1_=_r .: _L��L��ey�nE �_- �_� � & .
`7
TY Err, STREET
/ (E)ROW (E) ROYa �
i
i I I I
A
s3
A
. . 48' CMP RI ER VARIES VARIES `J
Of
ID
M5 RFBATi a ULTIMATE (FUTURE) ):
L2" x2" x '" � 4
�.f I �'ter'', FINISHED GROUND
i3 DIA. X 8" BOLTS', T'YP " rj
c a to �( ) FINISHED
i
-�" x 3" ROLLED PLATE
I
I
F
. v
(P) FINISHED
1 f ,
POS — F i
BASIN 00 YEAR�
Y 3" x 3", TOT 4,_---s:,_ JRFAC_ 'l c 3 40 —� —
EQUALLY PACED I (E) TOP OF vi c (E) TOP OF P TOP OF
CHANNEL �)I i� i'�� CHANNEL � �� P 42" CSPI� / ( )
_{ r�,, ( )
/ CULVERT
V Y !�.._ A
�' ,SRT
1 INALL ,°liI1C
DIASHr�JLiiA,�''DOLTS �'31T'rl :�OUAr�E � - �
Y; YY UTS, AND WASHERS L ,. " � T ( J
� � 3
®EV IL Ct.YP Tt15IR x 3 ROLLED PLATE
TO cl,1P OD + ". -(P) TOP OF
CULVERT ;
Lef100 YEAR HGL
SEC✓TION B-B' I � + \-100 YEAR
1 (P) r -
amp MSER
---
- t -- __ — v-J>0011 _— -- — _ -- uf,Sli! ,
;,
BOTTOM 352.00 (P) BOTTt51.1 OF i° BOTTOM, AT CL i
(u) CHANNE 1e.L (E) CHANNEL B f f)IrJr{S CIJL VERT '! r
T
BOTTOM AT CL
_ BOTTOM AT CL 1 �m= j r it RAP �
LIP EL EV PER PL�i'J �flT I � _ 3,r, RIP RAI' Rli RAP r,.' si u ��
r - ..r �J ir)est to mr
m r"•�-•._r - si;,) ) )sa:W) I, ' 6 rr r 4s" RCP r r.Y
r � ) e) � 179.91 FDD 1r
151.66' LF DOUBLE 36RCP , s J�
INSTAL I 20::10-DI STOR.,`il DRAIN
"
CA—
INSTALL 2000-D STORM DRAIN �r�,
I Io`, '���EEP NODS AT 3 1 Dl? ��Er.P HOLE=� �) �) r.v r) „� ,� aJ {'I ,
t I a, .� ,, r :; r r' f•, �� FABRlIC"a TED ��) Yom) TYPE V PORTLAND CEMENT PLUS T!�'L V r��i�TLr�i�d! CEMENT T PI U� "� ��
OJrsRAiN T.S OF T'rIE RISER J 0r�1;i'. ,, Ul
,.
WELDED �.-• f. J15�1G11�5�! POZZOLAN °WTH A MINIMUM WATER
POZ�r^LAN WITH A I1P�11V7YUM I MATEY
} I DED 3 T YlNL E,.5 STEEL +lir�E � �._ - - �. �� _ I CE NT RATIO O� 0.15 USING .�
'ME'S 8 COtl�JEO'I O ':Mid E MESH SUPPORT C Y�IEsJT RATIO �r 0.4� J�1P!(� A I
p i E V11P11�a11Js 1 500 PSI CONCRETE ib3iXI
Y si. D.,1 T="I ., r „ MITMUNI 4,500 PSI CONCRETE MIX I
17
SrEEL RODS 0.�., j =47 CFS Total 23.8 CFS PER BARREL Q1`w=185,f3 CFS Total 05 CFS PER BARREL)
3JTIC)�al "ilY � �N rL 1,-� i� ' I �t�a (`
E ,CCH 1�1f Y SEI D A r IN"ERSY CTION) ��J� _� � Vt�=i�.35 FPS Vt�=8.01` FPS
i
12 -- � DIA. ,{ 6 GALVANIZED
�� i I
ANCHOR DOLTS VATH NUTS
TIGHTENED ON CI�1P, EQUALLY
SPACED 3
#5 R r• {L R., TYP> I
�..� REBA� PER DETAIL ATI.. ;� I
' s i
v
"-#5 sJA 2" EACH WAY
TYP.TOP AND BOTTOM ;
I I
SEr,"TlOij P41,'
I
I Y x 3 r " 3:, GUIDE ANGLE,
-- -- - --
WIRE MESH SUPPORT EQUALLY 'r\''ED � � � �� ��r �t9 � ��I
E
FRAo'�1� b' G�L'V YINCHOR BOLT j ?
H1 �r
CONCRETE COLLAR PER ( -------- ---- -------- -- --- --- --- �J7 rJ ����,! , r ,
SPPVJC STD. PLAN 380-4
x+00 93-Foo '10+00 11+00 12- 00 13+00 CON sI RuCTI N 4' C
Fir
43" RCP _-
1
11 g12 C' Ir N0. ITEM a
�— -- �-�'JEi'' LI E31 r`,UL V T PROFILE TILER STREET CULVERT PROFILE -- -
I f INSTALL 48" RCP (20000) 'Pll'rH -TYPE V'' POR-111-AND CEMENT ;�L IJ� - x
! (� \ POZZOLAN '111TH A MAXIMUM
WATER CEiek=a�'!f RATIO OF 0.r`� IJJ91°ice i�
Li 9 MINIMUM 4,500 PSI
I C.L. OUTLET PIPE - �� - r - --
� I TP Z INSTALL 48� CMP RK3ER AND 42�' GMP (JUTLET PER. DEl'AlL N _'n'EET
SY1 D 2, OR /APPROVED EOUIV ALENT
]NE DA
1J INSTALL PIPE CULVERT `iJINGWALL PER STAT`' Or CALIFORNIA
'JIF
_-
- ,.._
-�- _I �.I E I�RI�1� DISTANCE DEPARTMENT OF TRANSPORTATION DETAIL STANDARD PAN 090 a�s19ii
- -- CABLE RAILING PER STATE OF CAL IFOMIIA UrPAR Is {N� O '
j TRANSPORTATION DETAIL STANDARD PL,:Pd 811-47. r��.`ICr�ETE TO BE
L1 1JL9°5J 48 r) : 187.26,
-C ,m:,r- ,•_ e `.,�v,, ✓` -.,�{ (E) 141PROVEMENTS PER� I TILE I`!l Aid'J TYar'E 'yV
r x.
a SC2469CR1-Sl CRA i U �• '55.8 c, '41',34 -
\ I8 PJ82 - V'1 22.51 - TYLER STREET IMPROVEMEPd r PER COU,TTY FILE NO. '95I , E,d TF II rD
— - yr
f S. STREET IMPROVEMENT PLANS TYLER S T;EET POI S IPS=T, 80TH
D\\ J ��
CHANNEL I L r r E , . SHEET
< 19 x'30 ) 13 _ I8.48 AVENUE, 62ND AVENUE AND TOWER Di, lE I3A
- - - --
/ 3=1.8 FG COUNTY OF RIVERSIDE1 �
_ _ I '33' J f' INSTALL 36 RC 1 / TOP OF 349.3Fi INV UI,AIN IUB EASEMENT!1EI IT PEI' L�r q er r ,£._ R r E r
- .-� sN r, J YJ7Y 2,�) E _1.10 P (2JUUn) MITI T TYPE J PORTLAND AJD ��r ILJ f PLUS
17 L _> 2 ;a / RIPrRAP INET. #2012-0054378 - - t° r a a f �,
1- \ - ()40.1 FG),, , r. I , 1 _ ____ 5 POZZJI.Af\1 WITH I rt °�IAXIMUPA NATER C,C,sYENT R`TIO Jr 0.145 USifiN J A 9
r "— POSTS EQUALLY _ -- � a / � _ 11 RECORDED FEBRUAiR Y 7, 2012 I 0.00 � � a � w
TCH G.MA C
L2i N41"00 j3"N 3Fr.56' MINIMUM 4°BOG PSI J
SPACTED, rYP. � / POSITIVE64.0p'111!
-- r. \,\ EPISURC PO` r f/ 64.00 f
::�,:7'5, F'�i., ..` ." - r �.'n,`rt' .-1 I _ I" _ _ ;f�, ,J"+i•.;SSJ' t 0115 CONS------ p.r ,
TOP y - DRAINAGE } �� �, - �_ __,�"2.arJ , CO�aS TR CONCRETE TYPE "V� COLLAR PER SPs''i O' STD. D"iv.
PLATE TO Ci 1P ( \ ,. Q, F 380-4. 1
--- - -7 CJD F r" T'YP. `/ :_ , r T
INSTALL 18" RCP 2000D !111 TH TYPE r' PORTLAND CEMENT i d f FLUS
Tt;P AI'JD 35.5.8 FCS '�,r ` 12 1 CEMENT w;
r` / 7 POZZOLAN WITH A MAXIMUM "HATER EENT RAVJ OF 0.1;5 USING A;
/ G , ia,, � � J^s{..r7 I
tA o
rr
r
TOP Of '�/;. . 13 ? FC 3? MINIMUM 4,500 r'si
r'-- -- „
CHANNEL rt � rpt' �
)' ,� % Y° � (E) ECP_�
I r - ,J (xi _ R iw9JV EJI ,rIIJCS 18 R(r'
vry
�,_ 3�4.CS �J'
j% CE.NIT�I? '' TOP OFRIPRAP
n
355.8 FG
a r_�
�49,30,...IN,V d I BOUrrIDAR'Y PrTJ IN�TAL__ 54" o? P _0J0D > ITri TYPE '1 POR TL.>11IJ t rlvlEJ 1 rLUS ei
TOP OF . �
✓,� l �,, hi _d C
1 'f°1 ®.
L 1 ~i... r®l (3-09.3 .FY.3 �5 ) s5 k. 1 J POZZOLAN 111TH A !t1AIIiUra tIIATI R r lc JT i*'.,',I1O t F f.4i USSI'JC r
r. - CItANNGL ..
_ - _ = � � v
- --
,� P,HA,TCI•J �;i�•Til'JG '�, Y ` '��:_' n � '�, -Y _�_., . ,,Y,"" '1TPJ1IsIU'1 4,500 PSI
r T] -- -
<) ! EPI;IURE POSITIVE. ' X355.8 Fri 1 ��> 1) INV ----- ) '
— y. DRs�1 SAG'" �. TOP OF 3 C.4' <: ULTIMATE ti ,.; f JOIN (E) 1 J" RCP
r -C " T . E 1 _ 5
C.L.,._, i'dP Y 6`-_iE .5 CHANNEL . � (FU E)
1 �� �" ( ) - �,. 'j 353.00 IJ'v 90 REPAIR EXISTING ASPHALT ROAD PER SPP''o0' STD. D`elf3. 133-3 ;�
� � � � � 12 �� 352.0 I i
rL - - - _z--__ _ X5,8 Fr BOTTOsr! � I �r - -- - ,
I
:. �, i r`1f. '`a -..... ),J�JCJI�'1 ave
TOP OF '� 5F BASIN >`� '��, ,
J a �(E) �'IALL '.' r55.0a�, r
aza -- � : . CNArJNEL I�*:� 10 =0.01- 351.00 IPJ. CONSTRUCT CONCRETE FLARED END '� C'110N TYPE 0 PER STATE OF
L1 w 0 r� 11 CALIFORNIA DEPARTMENT OF TRAN-.,r'C�r r1TI+IrJ DETAIL STANDARD
_.�- — — �0 3�1..� r'
+`11�^: y �t 17 � r - �, ��._ _ _ L _... __.__.-.._ -I <' ( _ _ .�---- _. _ _ - --_ -
—�s ,��, a� I1-), (E) IMPROVEMENTS PER ' n— ; =�- '-�- - � - -- - - — — - -�=�W �1'TCH EY1SrIPJG a_ PLAN D94B
a
ASCOT DRIVE LO
TS PHASE 1I'�r
m - ,358.00 Yj _
—Y—
'� u j �
AND � ROUGH GRADING PLAN , - - -�=,��=- -_,- --,
DRAINAGE
lA1GE
LIP ELEV. I l� E I r'
7 rr} !� _ >�. 12 INSTALL RIPRAP APRON PER DETAIL 3N SiI�ET 3
1 E CP
EEOP _ - - - _. ------ - --- _
> y� ? - STATIONIOG AND E CHANNEL (3 X0.3 i -- �,. I O F _ INSTALLN C DE , ��, �a ,,� ���,
a AI 7 l a Tr 1 , -) - _ _ �.. _-- '•EPArdATF afCtT?Irl IsJ�ri RIP RAP TO A J�PTri _ 1 5' UI'IDERL„IBJ e,1TrT 1�,
'r� E TORR CHANNEL 1'rR �
(i PER STORM INAIE'R CHANNEL F� � 1-!� I � r �• ����-�� � . ;,� �'IMPROVEMENT r ,tE r� +>,. �'.1GEO TEXTILE (P�IRAFI 1'000 OR APPROVED EQUAL
z N.T.S. � 355 01 aJ iWA f_R CHANNEL IMPRO J`EMEN T PANS )
V1 IMPROVEMENT PLANS �- Plri 5r�295-1 i L?J , ,
1 l .;55.CFG f VVA) U'rG. N0 38082 ' :3.9003 ;1
I"� r— -------- -- ------ --- --------- {
•.ter ` < LIT DATA
� ,Z ) NOTES
�� � �y
y s
1�
rq)) - --� F50 1 ; { �`(E) 1�J"' i�fCIVr,TE 1. CULVERT CU�ISTR��TiOid TO OCCUR AFTER APPROVAL Or�!"rh '
e a "REVISED DRAINAGE \ 1
LIME 1J 9, ; BEARING ®�,�,��A�ILE � � >J lR�,lr�. LATERAL � � STUDY REPORT FOR KOHL RANCH SPECIFIC
1 r PLAN (KRSP) RIVERSIDE COUNTY, CALIFORNIA" PREPARED FOR KOHL
r =� 1, (El RO�V i� ( RANCH LLC 11990 SAN VICENTE BOULEVARD, SUITE 200 LOS
L q CL l (- 2 N46°58 02`E 51.90' E ROld r r \ +
- _ (-) ANGELES, CALIFORNIA 90049 BY ALBERT A. WEBB AS'YjCIATES O J A n
L3 N46`58'01"E 51.44 22.00' 2543' JANUARY 2017. -�
2. BASIN 100-'YEAR ,MATER SURFACE ELEVATION, RISER ELEVATION,
? RISER DIAMETER, CULVERT DIAMETERS AND 100-YEAR FLO'ir idf RE
64.21'
rCALCULATED IN 'THE "REVISED DRAINAGE STUDY REPORT FOR
r �s
LJ s = n rr r C� 4 f air v
W
bi
ari ( :SPECIFIC PLAN (KRSP)" � � 1�
5. EXISTING SOIL HAS A HIGH SULFATE CONTENT. 6 MIL. Pl 5,1('' �
r E, 1D HIGH CEMENT CONTENT TYPE 7
I SHEETING AND CLASS II BAS AND
V. f E ,6 I CULVERT PLAN �•YL��ATREE � C;UL !-:PT FJ PJ,.j
CONCRETE I� REQUIRED PER COUNTY SPECIFICATIONS Et TIOI'J dy
r
<F ' \ I ��' tin r r S (: n
CJ '� 16.04). ,2
1" 40' 1"=Ao' 4. CULVERTS, INLET AND OUTLET STRUCTURES AND S°y°A r S TO DE _
L�U 0 20 40 80 OWNED AND MAINTAINED BY THERMAL OPERATING CO;MPA`JY, LLC. � ��
0 20 40 PO
lLLJ11 J
._. r., .l r. - r _ 1` 1/°- F'Y'rl tl- ,i r'�' ,' j SHEET
,. d
1 iri 40 ft
.�..��� _. r 1 C., �., Y. rr .;r... 7` r"' `'i �� r1 I. . I l - I 1 - f : e, -I— , r':,,. ,e
o-' rrgm, �, . I'1 �1 v i ,- _r r"r F ( 3rd\l ,l 11 �,,F r�. INIFi�Jl1l�I.� r�PU 1TElTI_RRITORYOFT�i�F��rI�A�,�JJIJ�ITY®FP,IVBr;�I�F �T�,9� �'r���� Ir��r,191� ,IIrcC �Jr , .�
1 " '' " � - � �. '1iO 'rC �� T; II� � ��ITHIN Tf-IESE PLAN �cF�L cN�INEER ENGINEcr�IN� OUr '�,N�'
Util �r 8— Fl�J J.
." ✓ <, <,..,..,,,., ,.-a- :,of,- >I ) f' f,re ei ,!� 1 �1`aL TR^,1'IJ Lril YIJ. 9'' PLAN '.
irJ,af�WviN�dwTsa�y\ ..tea „. ... hr��rv�/3bol a r✓w.sri, , , BEARIN S ARE �3rSED UPON
I'rIE IV-1I.rS L 2-1�2:,
HALL. NOT COMMENCE UNTIL AN Fps �> �„ ,.�.,_ �, _ AVE
- _ IJOit-fi-IEr�I Y LINE OF THE N�Jr TNo3�..�T BRASS DIJK IN CONCRETE AT Trl_ .' . - AVE
`,,, � ,.;, - - '.; .F i 'i! 'r e-'_ ■E r�'L a,� � �
F S � - ,,.,,�•, C)IJr"�D Jr sl it f D+3 AND ,a� z, )�T + �
�r � - �•s�-. ,;: - r �Ir .,f1, � �� � L. . � ��, w: ``�;: =a ONE-QUARTERC r , J ,�r_., >i. .�f,-1LlY_J
E ; `' h SECTION D JN 53 rO rn ISri1P
DIAL -.. �,,. ;,I ,, „ ,,. : r- q„r, ,,'� �Fl ici 1T REKNIT AND/OR c �.,, < w ;� ., ,
_. . �a 1J � a..11 ..� - { 1 7 r P r q .A_IrOr ,lA JEPT. {.r Ir iNd ORTATTUi+ "
., r22 �w�nla La Carlota, �ralt �U �. a
,. ._ _ r i .< ;;,. ,.:.; � £� .,OUTri RANGE d EAST 'y.B.Y>I> AS ., 7 3 T� �` �' ,- _ � �-�r, ,���., r`'�' I
e e f r s,
_ , r r .�
� � (
SLI
p..'. 3,,;�v`;'.�� ... .,,... st,.,'p �. �. ,r, r r- _ � r� �.�I � \ � )� 1 >. 52 `i� tvj i,,: ,x ,. .._' .,. -�, ^:-,. , ,'„ _ �' . ..
.. , F F s �. , . _ " I98f R 11>3 L, G.5 r3�LOel �� u,J � � .� .- , _
�,r � ���,'� .:��-�,� � ; , . ���-;fay ��€ ��,� ter.,-���11.� r'�.T,�r{I r ��,-�� UEEN iSSJ—I�. L _ GROUND D ,^�I�D � . ,�
� ,.��„ � a �n� HMIs GA 9>e�53 r r , SHOWN � � -�� -J
� . �" ., I � `` __ � :., � s.. � 9 � BEING id JJ°.'�;il til. AS �HO;r�iJ BY _, S.E. r3�- ae t�-�-�-,� _ ,t
3 Sr PP.• 05075 1)
d - -. .. _ _ -.. _ ..r
` ;, "`�;� �s� � , I __� FUO. O'46JJ9 D Or SURVEY ON FIL_ IN BOK 9r)
:
�: ,.� ���� D!� � , m.�t� �, , . , �---- ., � - Pr���1 . 94,� �>,�,.���� r�EC,�R � �.�� ,�� � L.'�/ � `IO�OO. ��`� �-� r`.
0 I— ,� _ ,1,d i r,„� 1��1R�ci �;,,,i1 1�,uer� Yio� ,v r��'�J11^a��rl� r��1u���T9rI the accuracy � ��. !LT;� (�;� .1 t'��. AT PAGES 38 7NROUGH 41 THEREOF, ELEVATION = 375.53 �� � �'� � � �� I � .r)
- r -��S
r `r' 1 r. r 'r i
EE ____� � s Y; ) ,, RECORDS CORDS oY RI lER��IDE f JUNTY �.,�.� c r :� � :� •i P, �; . r5 .t s �?
TOLL F�l'�� �� { :�93,� rr,��a1.�C�IsI� �1f TfI� "a:,�l 1:?T,,{.il. 111 �TI� �i'�il( 0'f U!„CTc �fiCl�'.,���:II( � ., � � UJL�ti��S DATUPaI r�O�J 1x72 r1il:1U.�TP,IEi�T s,�ll„O5�, ��T�I�I�' C.J��f�� i�J� 1/� �F ..�����I�Ji�J �il T�.��.
.,_ _ v r r y _ _ i CAL IFORHIA'
` c rev�I c.�rin 11)In� ICYi the rifate w Ineer shall he
-� I B C "SER CCE ?r 41 s1r%� ' " ' T 'i ' ,f, r, I ,. PuIAF�f F31' ,�IE P r '� u�'•, CI✓1� �,� RT Ery e r r E �j R.(�,e. i J, Coo 159 { - FCU ' W.O. �
ED
f1 rr r� r�J _nI e -r. ��. __ int rr r �. f J�T� 7� r J r. ., t J) �
..�UI''�TY �� ;II
d _r. Y_r - ,� f f r i i i nice tout sd i, µ,,., ! �gLAf :)CALEB I t
r
UNDERGROUND � \ r ;,! r r.. �)�y,r,� I,r �.1.Tr�.lr,�1� 11 �..��.� �e aJTl�n �rYd r,�1�,r1g tree lens lur r�Y�JI�ICJ�15 ,, r N FILE" 11410. r
aL.r /i�- -_r T I r Y ,r3 r ENGINEER -- --
V
I I I
i
I pj
I
6-:11
_1
(-F) ROY <V Eif,�l I Ec r r ROS'! �-
_ r
1
;
--- --- --
1
(E) NI YON
FINISHED
f ULTIMATE
(E) TOP OF PROPraSED fOP / SURFACE FINISHED
W CHANNEL j OF CHANNEL-� - - - -- - - - J- y - - I _ SURFACE
� T_,.,_--�.,,.
r°•E CA f J `x .n
Les rr1 rJ _ r F
o ,
J (P) TOP O#= r� ( (E) TOP OF
J
/
CULVERT r r) E FINISHED - er
, r� ! { r - -- - - �. CHANNEL1 rKP r'
F c- ( SURFACE -
- -_1 r-m- - - - - - -- ---- - _ i (MIRAFI 110ON OR APPROVED EQUAL)
W ----
,
SE TTt` N A-A
CUC�c?T-�idf� -- --- ----------------_------�--_--_... ----� ---- -----_--i--_--- ----__� ---- -�'mnt-L--
(
71+50.20
y-100 YEAR HGL
343.92INV
- 0.1rJ ( ) 24 ( ; ! RIP RPP DIMEE-NSI0f1 DETAILS
(E) CHANNEL-/ -- - - - - - - ---- �_�- _-_
r - 5=0.0(920
UUTIrJv1 Ai CL t r� r�rsOrOSED 1 j- -- --
- - I r=' ( - - DIf\METEr' rH OF DEPTf 3 Ur f�iPl;r I'.! a
CHANNEL 0.1 J/� r !- T
___ __ G` v ✓JLVEr� I - , rr. �� (INCHES)C ,_ j su
��•) __ --J , I _ - - - �-�---v= im �.1�/m � ��l � � r ,.J
BO iOLI AT CL r r - - -- - - - - - - - (19�1�,,i-IrS) Jo ,"�f'RON, L (FT. H rT.
(P) BOTTOM Or � -- - I ) ( )
CULVERT
CHANNEL
RI� RAP ( j ( 5
lid f A'JEPdiJE 61 36 12 1.
-: �, � E3O O�� r�T uL �
J ial >� t. ( "-RIP RAP SCD -
TYLER 43 10 20 2. J
' ..-1 i)
I , -)6 ( ` t�VENUE G2 ��, 10 20 2.0
All --
L0 go
> ,
RIP RAP DETAIL
�. N.T.S.
' I
CONS RILL ''TION �1C)T
INSTALL PIPE CULVERT VJINGWALL PER STATE CF CALIFORNIA'
I + DEPARTMENT OF TRANSPORTATION DETAIL JTAND\RD PLAN D90 V-jI'P i
CABLE RAILING PER STATE OF CALIrOF;NI;% DEPARR1EHT OF
I TRANSPORTATION DETAIL STANDARD PLAN 811-47. CONCRETE. TO BE
I 413 92LF DOUBLE 54" RCP
TYPE 'V'
� I
INSTALL 20tJ0 D `�TO�n'!�1 fJr{,'',Ir'l T'o"r'E �J PORTLAND 10 CEP�EidT PLIAS
4 INSTALL 54" RCP (2000D) WITH TYPE `"V- PO�,TI„`iL CEMENT PLUS
POZZOLAN ;'I'f'rI r\i :9iiJI iU�i WATER CEiv3EfdT RATIO OF 0.45 USINS F1 I POZZOLAN WITH A MAXIMUM WATER CE'siENT RATIOLi iNG F 1
li'ii?IUr1 �r,5C0 PJi CONCRETE DTIX - - - _ --- rrr 0.ra Uwi,J � A I
MINIMUM MUM 4,500 PSI
O11I� 2vI3.1 CFS Total (116.5 CFS PER BARREL) I _ -
�j __ __. ----.. _ _._. --_ -. _..... 1
� � I V'1;n�-'`J.r)7 FPS
REPAIR EXISTING ASPHALT ROAD PER �.�"�'P'r'iC' S`iD. DVA. 133-;��
74-�00 73+pig 72+00 r70+00 69+00 67+00 66+00
_
CONSTRUCT CONCRETE FLARED END rOTiON TYPE U PER STATE OF
11CALIFORNIA DEPARTMENT OF TRAfd aFZR ;,,fiw DETAIL STANDARD
a� a, r
0 f
Pf.F\ISI D948
INSTALL RIPRAP APRON J PER DETAIL ON SHE _f 3
J2
`AVENUE 62 ROW (E)
14 y�JiT4 I Ci=rJTE TILE (MIRAFI 11 JO"I JR err R c0 E( 1,
INSTALL. i0 INCH RIP RAP TO A DEPTH 13r 2.0 UNDERLAIN )
DRAINAGE
T
° tr / / INSTALL 2Y' RCP (2000D) VATH TYPE Y' POP IL ND CUMENT PLUS
^, TO6"iEr" DRIVER G :;' EASEMEN
07d a �f11 /\� / / POZZOLAN WITH A MAXIMUM WATER CEMENT RATIO OF 0, � UvING Al
i
(C) �` ` v / //° <<" /' / ;' �:� / MINIMUM 4,500 PSI
AVENUE 'rig ROW (E)'/// \ / \ / ,;�����' / iNJTAL L IUFJCTI�ifJ 'JTRUCTURE - F'IPr® i0 f'3Pr 'D/243
�lii PES=+', SPP` C 332--2 USING i YPE 'Y POOH AN10 CE/TENT PLUS
fd Ari' �� �d POZZOLAN bVlTrlIAXIPXUir1 vdATer CcyriE!'dT I ,'\TIO O.st:3 USING A
o,H _fIJfIIdG / OF
MINIMUM x-,500 PSI
I,IATOH �XISTIN0
T
"�- TORR DRIVE ROW
z \
! STATIONING AND (E) CHANNEI- > 8
(E) / / # �/ 67+00=oa-+05.43 (CVI.1rD DWG NO. 3�J9 s INSTAL_ BRICK e MORTAR PLUG
/ 17 I r � Ir
TORM
/ / r ,.,a (3.15.7 FG),
( ) / f / IMPROVEMENTZd
PER LANS LAPJS'Jr�fEl Hr#iJI,EI r f
E FENCE
13rOT.' G \ .56. FG '��.- {E) TrLEPilOidr iJM 36LJ,�'�- MATCH EXlilfiid�.1. /
`j (3 :,,, rte) Xrfl i a j ,' / ��/,C? ' ,..' BEGIN,CHANNEL RE--GRADIi'JO /
�r
1.3 F ,' _
iAATOiI r,lJTllf' 35?.73TW (E) 12' r,r _ LIiqE DATA
�Rr.iI1 LINE
' A ® /
END CH9i`lNEL / ;% 351.75TW FG `
:I '�, ',•-�, 352.7FG .�'' / CONSTiUCTED f-'Ef� ,/ �� / _ . . _-
;i
/ / 351.7E. ._� ,
tE-Ofi�Dli(i �� 7`�,75FS AVENUE 62 DRAIN i'''' G �' � t_�yJE I'J�, �cAf,��9�, SISr�'i>�J�E ii r r DELTA LENGTH
E r' r � F TANGENT �
/ Id r / -- ---- ,JrV_ �. f t���! r,�lU,� I X11 �ar I tT
� 4_ Pc,PL;°'erC;�JEI'd"I F'LArdS `�f" /j / � S�L71F5 "�..,. � tw � < �'' (�',9 '�a:i
/ �s.y
$ >C.a =•,-;,. ., r` 52 �" , ._'.,..- / , :f:,.. -ta:, f ,/, . ,.nr✓'� ,! ,ic,_ 1 ry' t. rir r, i �, : r•r, ,?11
i 2 S 6'2i'SO" 'n > "� d
r rr,l p �..7�T4I - CVND rJfrr,. I JrJ. / � .. 1 . MATCH Er{r�fINC N- J 53 l 2K�.r1 1 r, 0 0.00' � Sia'
A FC �.e r 35-.7FG 39545-39547 /yp _ _
h.. r"•� ., r. \ ` `•�.. 7 .n, w ...J.p _ �:.'' ( ',. Ar�.r i .._ ._.. "<..�
r_.9 /
ULTIMATE
FU iUREj L11 N-,�10 0:"F 37.J1' C2 =,_�,.--:r _... .� t i _. ,-r. ° ?I
> G
l EXISTING' ��r��7FJ � �� ® ,' / / � ,�� ,. ROW
'g , 4�3JJJ 1i_.9� 15O.ti3 �J. ,7 v
Lal - _ _
v _7 2-
- r - _- ---- N .� ,r �,,,
-12 ,
---- , a �d3G YI r� ,
., r �. "• - �_� rr �'•,__- - _r r - ;. 1._7� yJ , Z1 �?I 17.E J A L
_._
3r ,, s. - T a - --- - -- Ca 3J�J1 r v�.2 Jc3.-2 J_,J�
- _..- - ----R---.. .. ---- - --- _ ��.' .fid. e" a -..... - _ i�..
-
r.d C „F
( �. ,.. -'meq .----TT - r�----- tY, r,e#�'s�#
!) � 1 --F T P - >.ca a / N 4 J1 'l 24'.9 r ( r I
\ ' . ,. r: -� r._:l_- � --- i_ ----�-_.- - ,_�---- - �.r; �y-. i!d J,- �. >-r J'rJ J7 �� 77.+�� 116.72' ,
•--rte.,.._-_`--'_---'�---- �-- - ---'�--�- - �=,, rD.,�-r ��
4- :.
RE-GRADE .)
Ir
- ,, ��_� 1 3' 3 _ ' :> .,c i i 61 3' f1
L2 _1 �d ro_0 OJ E X7.01 �r
PURTIOf I J OF _ a�O3 20 rr2.f�0 I.J;J 3��.2?I' _)
_ _ - - -
z `l, ,,, / C"� CHA�dNEL A NOTED
E1 a� ^3512FG / / \349.03 / gra OTEJ 1-15 NBO'09'13"W 24-.92' CG 58'05"15' + ' I 24.03'
C'I \ �52.7fbV f f;' INV r�. J 4�.-ii
i. -1 _ F ';AfJF 355.1 FG 352.7FG (E) s 2"'5E'�cn 3A1
s, L2 iJ43'3tJ'S1 �N 413.32'
� 352.7�F / f'rj+I"'Yf�UC'rED i��r;� !d �/ :f � _ _
r) r.T) � \PI;itTlrr#'::� OF ^, � `'�' f:� � DRAINAGE
t �I,f;,I11rw „ � R .� �� dA / L25 N4 30'5711 413.32'
iE D /AVENUE o21UCl'IJ'// / EASe7JENT
>�G'I'r�•R Pi'�jJEr'T '/ /
/ 35d 7FG /
8�
(i5 -
yj
// o / L2o SF;3`30'S7''r 9.13' a
PIPELINE ( �i2 r ) '�° 351.75F5 /
3
.45-1.3-5.3 LT
OO STRUC r NOTES
fE
� TED Y�Ei^� CV�
DI,,. NO X07 , ,,� COTES
� 25 � J
-' C>� / /i,� / / '' / 1. CULVERT CONSTRUCTION TO OCCUR AFTER APPROVAL Or THE
\ ,' f �/ / ��A�' ' / REVISED DRAINAGE STUDY REPORT FO-R KOHL Rk11CH
( ) ID COUNTY, f r\ Ie Of i'II ,' `I'FtEPr''r{ED FOP, KOHL.
PLAN RlJrriS Ir "
RANCH LLC 11990 `AN /IO'EIV BOULEVARD,ai�D a�Jli_ 2�J0 i 0 �J
- �� 7iFEu ASSOCIATE'' (i'y rfj
AIIGi=LES, CALIFORNIA J004J BY ALBERT A.
�P
JANUARY 2017.
�I ,' / / ��� /% / / 2. BASIN 100-PEAR MATER SURFAr I EV1TIOial, RI ER ELEVP,i1�Is1,
cJ t`(1 C? / / /% ��� /// '/ / / RISER DIAMETER, CULVERT DIAM TER; ARIL! 100 I` AR Fm Or! ,1;0'E
Imo - / z /, +�✓ /1' i' `ra, ' / ar, CALCULATED IN THE ''REVISED 0RAIiAA%E STUDY r,F ORT FOR 'rOHL
r' glSiiNG SOIL HAS A HIGH SULFATE CONTENT, Is1iL. PLASTIC s '
r ( ) �� ` 3. SP AN (KRSP)" 3 /
SPECIFIC PL
SHEETING AND CLASS II BASE, AI ID HIGH CF'M& i CONT&IT TYPE V 12
AVENUE sit ROW I:. �
CONCRETE IS REQUIRED PER COU:"dTY SPr+.,i3 ICA fit�x•JS {;,IE,;il0i,
//'// 1
16.04).
,-.
/ / 4. CU JVUR S, INMAINTAINED! UTLET RUCT�UR'S ANID �°, TO r°E �
1 / ✓ /�� /�/
i' / T �1 � yr
B HE t.I�aL OPEN:fh + -]IAPr�l'J�f, LL>y.
r
(352&Pr,4 toC_ t / z/j / , A /�, / 0 20 'd0
80
a ' i
l-F
'i in 40 i t
rems!
- _ - 1°
.,,.. -• � v.r. ,. . r,,.... ��-
SEAL-ENGINE
w- - t- f+ !-� f f- ', af` '�, -^,i "I.r 7 r Y' TE
r rj ! i n yr
C r
EER
r A , r r ra
°
1 I r"' I ...- �,.� � � �, - � �. �; \ I � � r" T ; r'_�� r � '_ r -'i �'�" !A r�# r- '- .
, . 1. WITHIN c' �LAL E� IIJrF A.JI�, �� 3�, P11� �. L! l��rll��, r r�. IIIrrl IJIi, )IIS r,�f��Ter,ral7Jrt( ErtlEri�Ill,� (�J�JVrY r IJP - Ys ! 1i t E
.r�...�" )� �, e �1 i-rA � �P F �,rt.�IJ� ��r�ru �r .,r.�ll' (+I�I
)l�I't\ ,JI 1 i r'il�ILL/ Irl i I IiIV ��J _ r �f��G r �i u
r� � �--- �, �.�: � aw L Y:_., �� E PLANS e��___ ��GI��IEEI�Ii�J� �✓G1/1P,A�1Y ,- DRAIN �
d' i�ia1'sV'�v1/11'J3V''e�fV'!''OV'$�'Jl �� '' ..`., >,, •:;ji �J�Yb�#�J�/ii1i`✓'1°l'J's"JY'v'Jj1Y3e�, �'�.I p� n'�. 'r , � � 9 ,m g�+�'� �)7i qr,��sgr� .®� %S °+��.
I r, . `..�:'' •!19%`1 LL I�1+� I r i r-`;`°",..,'�.,. °,'..•,. 11 r. ,vr rJ BASED - 'it -ix; r 1�� 1 :i C,d�� i!f 1 _ � - v, t
a J) ry~ ,.. - _ � ,�IJ�_N�, JNTIL �,�� �Fc55t . <. EEr,RINO� ARE BsJEU UPOf'd THE Cr,LTRANJ BM NO. RI, 14.9 L 2-I � r i ��� I �� �r e� .� ���
•r- r LINE t. , . i „�r-L. �,c.' :;'o,( (:r-r r t. -S amu- `--
_!._:,.: r ,� rr C�f'!r\,9J DI Jf, i9J !J..rr"lr fr AT THE .,., -_. : - s _ ��v..
�I .-„1' I ;:,� �,��� ��'F: g`"' �+ � _ b ;= '��� ;:' .,.„. fJJI�TH-r;LY LIPJ_ �r iri- fdORTrivtesT fry- a.t'f�. t1 �J
.....�
DIAL „r�/ a;h.> .W.: 1! i. (- ! ; _.,I I�r ✓I Ililll�l� I P�I\iYll I HIVU iJl1 1'1 /ai e..G''2• Ti's /f - .-. ., r, F � *.. r. .- SEC z� 'ANS ,r {-IJf?I� F i.: r ' It 4,V ,1,. -d f l"11E 2
� J 11 �/ p r r ., - �fdE
-QUARTER Or �r SECTION :Ja IO;�Id. I O #-i.1 t 3 rli IJ �,✓__. I. J irlr.dt'LJ :.,._
'r`"`i T'FJ�J lYIf�II�„ / �a r, Y ,. ,, ?# .. -,<, n. ..rr ( i r 1si IIID
i ! �-�1! r ..., .,�\` ,,,..5. r., -_ a_ 1 r"'r�d` C i' I_r - - ....- ._,�.. .. .,....,.� ,..- .:.- .r wa J`7 I I fCarlota, T „ n ,. S ,
J) ,l,V ,, s r , r ?o A 2 C y r 1t ,-. Avenida �� _ tJI_ ® i r 1986 haliir D�i'T. Or TRANSPORTATION
fiOid
�Er �lrer.� ';.,.�,,,� I �:3�;.. ?,�"° rJin1Y° BEFORCE r �.�fitl�ll�l� rJ�r��r�l � Hr�.,J SEEN 1- I-I � � r�+ `„�: � „_,.. �. . � �-; � � JOJfri, RANO z3 rA�T S,d.NI. AS �_ . .'a _. g . . � -
1 r t r r, 19110 I r, JLL1i'iY IJlil l 'I C 3 4 r
�, ;,., �� �,� � � --- - - � .;
Laguna r-Iiil� CA �2v�:� �r ,, , .#a � . , I D r.EdJ CULVERT
� �--
c YOU Cw , C t
dElidJ f 139 r r Jl i"l. r\J JrIO�aN r1 Y r rr_,
r,
__ T i'dO. Y�'4G�i59 '� a S.E. Pr J J,
:% vr, � , -,. - , '`+ Phone: 94' 153 RECORD Or• v��ilY_ f.N rL OOK% „ .!/�JSJ ®�- q
,� - � �, ,R- ; � _ ,,, .. _____-- -� _ �.�..�,�.(���^I JI rI__ iiV e�0,�f, 9r3 t�
9#i,, Idl,I�fd urli,I! r Si•ri:tl tt#= e #f t 9 # i r r __. _ r � �- C - , �'
fl_rIJ j� rar��ja, fx a�,�rin� the a.�ara1 - __ EXP. 0 rO 1� .� u .1_I J
� FREE �..�-�; ,�,� �� � �„�.�t� ' .��re ��.� � ATPAG 3*J THROUGH�" RE r
' .. ����;. � OJ JrI 41 THEREOF, L�VATIt.�rl � 3%:5.:3:3
TOLL r I�'.�r �1 � �t;d U!.U;'3+�?�k�Ii` of the � y;ttl II�reGfl. �Il the e2JerJt of dISCf� atlCleft�fllti � � RECORDS - RIVERSIDE, �.° �_
-r f1 / ;# 9 , RECORDS OF RI JERSIDE COUN i Y, r t ,.r S r ; .5 is ;y ,, I r, o �y� {� �, nPORTION _- . , SE ,, r. ,�. UI � `;I I
Ij CJ_ a _ -- UJ .GJ JA11i1 f�OI 1991 r11JJ�IJTi . �^yy#- ,�11 q /� p �a TS
! �,�-_ , .., r T:`� {f is.d, ri. r,°# (: I!;i -. �:,,ni liar f' ! �.. ! r.. _ �'-- v ....�
CALIFORNIA. vI_.r1T IJC�1'�.9 r'a IJ I�THE IY I�r :3A.r I�r�I� - - :`'' r ----- 'r
j PUBLIC ��f', ✓ISE r' ��_r r1r fl.�� �r�r�1 �r �rr:ny veti�dtur.E , rnr �rl�at� ori ine r�iee�i be MARK r , .' �t�J�� r . R.
CAL IFOR,IA. - - J,, i.��, I�.��., .�.�i.�,��I.
r� BY Uf°�TE
_v I, # h r r. rJ�j rE �I . �� PRE, A gra #
fi r r" . .. r,r f` ,r- .,.#t ,,,.,� #, .., t' :. . �, ,n rri r, \._ !. � J �. r',.�.o,I�. I`���. C41;�J9 ( - fad
r1 � O , _ _ _� C ; r ! t�.r�rl�°�„ f�r ts�t,r�titu:I� �n ex t�tal�le �rutlan aril re���Ing the Iat1� far e JI�I(J3.3 c r J�� - -� �-- __. _ FOR: U. ;rJU J r'r
I �I)fir r,��, JJI lLj >a I',SII ,., ALER f ! 3,,. .,.. � FI�I�I�tEEr'
f i w t r C II y
:r,!J ..t .i tri.. county. , //: S�r�..,...,-. �;•, :I � h,,-
a �_ C _ � . _ _ _ � _ _ G r F JG,30. :, SLE �c � - A
..ri