HomeMy WebLinkAboutState of California Department of Transportation_1 �.._�w.-� . _— ��—�_. _. t_ ...__ _. ._—. ' _— —_._—._ _ _ — _ _ _ __ __.' .._ .. . . _ __ ' __..._" _. .. . __ `__ _—.—._.'_�—__.._. _.._—_ ..__. .. . .. .. ._ . . . _. .... . . _ .. . .__ . . . _.. .... .. _.. � ... F �,�`� _ ._._, t��s�
/�
, ..... .. .... _ ....... .. .. ........ _____._.__.._..._.._. ...._.._.�.._._��_.___'�_'_____.'_—_�____._..—__—_�__.,�...__.'�_'_.__.—_—_—_...__._'._"' �_�"��_�_'_�.__—_�_�_ �____'__.._... .. .... .......�._"_._"....�_.�..__�._�.. � ___. ___ _._�_'.___'�..�_____..__ _.'_.__"�._ ..
� ....� ..____.�'" _..._..__—'_' __""'.__.. ...._... __. _..-. - _ '"_... .. .. . _�__".�� �_—��___�_ .�_..._`.� �—________� —_ _____—____—.___._... _ ......___'._.__.__. ......_.__..___.._'______" _.. _.__.`_____—'—__�__.�_.
.....__._. �
- Q D I ST. COUNTY ROUTE T� LOMETER POST SHEET Tv^Tf1` �
�:; . OTAL PROJECT NO. SHEE1 _..
I
_, � _� � ,�� � ��� �� a R t � i o � 2 5 �
� � Concrete Header ' � 50 � w, `� , � `�` 82 0 �/90. 5
, Face of
- ' ,� I
ni � ,. i where ex 1 sts �, � � � etl'IC ���
.� N -� �� :�� p(� QNq� �
�:,� a s �� � �� �O
,�' w '�j � ����' , � REG I ST D ENG I NEER - C I V I L ti GREGORY L� ��c�
��
w �� � W RENDE � _ �
..
; � Top of concrete pavers ,.-'� j � — ?j — Q�/ � Np, 54529 � �
; refer to Concre-fe Pavers deta i I �. � * i 2�� ! io5 *
sheet PL- i � 50 mm expanded P��Ns APPROVAL DATE Exp•-
,
�� po I ystyrene The State of Cal ifornla or its offic9rs or agents sr C I V I L �Q
� ' � \\ sha I I not be respons 1 b l e for the acauracy or qjF p fi C A�-�F���
;
.
.' � # I 0 C Ofl t camp l eteness of e i ectron i c cop(es of th(s p!on shee t.
i .'
.
.
.
� �
i �.
2 �
, # I 3 �� � 300 -'� I 52 x I 52-W9. i x W9. i
i -
� welded wire fabric NOTE:
; i so ,-�'
i ,,, o Omit Expaned Polystyrene at non
, abutment �reas.
� '��— — �
� — oo�� 0. 028 m PEA GRAVE� WRAPED I N
; � — -- o 0°°00 GEOTEXT I LE F I LTER FABR { C.
i � 9 � � �� 50 mm DIAMETER CL 200 PVC PIPE
� WEEP HOLE SPACED AT I . 2 0. C.
,
' # 13 �
� Q tot 6 0'
' o o`
; "' � � 3n �'� ` i
� 30o r�, � �
' � i�
� Formed edge � I 3 L._/�,�o
;
; � 300 mm
�
i 2
�
� 300± 300±
I
� 600
j 1 TYPI � Ai� SECTICJ �1 - CONCRETE PAVING
I
�
I 2
2
i
2 2 Expansion Joint
I � �
i
I
��
� ❑ w
I �
� �� �
�
Concret� Pavers "
�
�,
f-
�
0
�,
� NOTE: �
�,
Expansion Joints shail be installed transversely at intervals of 6 m. Longi+udinai �
expansion Joints shail be instailed if shown on the plans. Expansion Joints shal ! ~
� 2 be fiiled with expan� ��n Joint filler 12 mm thick.
2 �i
3 EXPANlSION JOINT ON SLOPE PAVING�� ��-29-04 �
0
�
. . ; : _. C - 3 ^
„« ; �,,,, NO SCALE o
� ��:
� �"�� ' ALL D i MENS I ONS ARE I N � '
ENCROACHMENT PERMI T N0. 08 - 03 - N - LF - 032 I � ��c"�<� �� -� MILLIMETERS UNLESS OTHERWISE SHOWN �
� �
BRIDGE NO. �
I BY 5 A NDA AW I N APPROVAL RECOMMENDED �Y 1 REV I SED DETA I L 3 ADDED DETA I L S T A T E O F B R 1 D G E O V E R C R O S S 1 N G ^
� F I LE N0. XS4'Z�O DES I GN DIVISION OF 8TRUCTURE8 � �
CALIFORNIA �
� DATE I NG �/ � � DETA I LS BY F?. YEE CHECKED 2 DELETED DETA i L STRUCTURE DESIGN KILOMETER P�ST ,
SUBM I TTED BY �. w. PURK/SS DEPARTMENT OF TRANSPORTATION S L 0 P E P A V 1 N C - F (,j 1�L S L O P E �
DESIGN SUPERVISUR
i �5 OSD 2147A (METRICI (REV. 2/25/97) ORIGINAL SCALE IN MILLIMETERS C U DISREGARD PRINTS BEARING REViSION OATES (PRELIMiNARY srncE ONLY) sHeET oF
� FOR REDUCED PLANS 0 I 0 20 30 40 50 60 70 80 90 I 00 E A EARL I ER REV I S I ON DATES -�. 12-3-04 I
� �
; USERNAME _> $USER �RFQUEST I
:
� l
,
�_ _--------- -___ �
_ _ __ _ _
_ _ . .
_ -----.
� �
. �.��.
�
A
i fi
_
n
r-,
� NOTES� K I LOMETER POST SHEET TOTAL
,�
DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS
�� I . CONCRETE PAVERS SHALL BE INSTALLED IN A RUNNING BOND ,� . , 8 Riv 10 82. 1 /90. 5 3 24 __
lD �,�,, �iJ':k� ?4'zi y�,*�� Gx`�,,�,t..
;� PATTERN. PARALLEL TO THE SLOPE CONTOURS. I � ;-�y f
_ "� �:�
,� � � �`, � �
� 2. I NSTALL COiNCRETE PAVERS PER DETA i L SHEET PL - t . ,�� �5 � �� �� @ti'IC � � �aNfls��F �
`� 2 �, �, REG TER D LANDSCAPE A CH I TECT ��0 ��wA� C ,q�
. x 2 �- � >�� '�k' �''' r�' �'S-
= 3. SEE PLANT I �NG PLANS FOR LOCAT I ON OF SLOPE PAVEMENT. i�� ��_,,, `' � �'
� N
3
4. CONTRACTOR SHALL F I ELD VER i FY ACTUAL F I ELD COND I T I ONS � �/ PLANS APPROVAL DATE S �T�
WITH THE CONSTIRUCTION DRAWINGS PRIOR TO BEGINNING ' � SEP. 3o. Zo �
%' CQUNTY OF R I VERS I DE s�. w"� °�� Q
C4NSTRUCTION AIND REPORT ANY DISCREPANCIES WHICH MAY 3 / q 408� LEMON STREET �'�' � � e��~
IMPACT THE DESIGN AND CONSTRUCTION OF THE SLOPE �� -' RIVERSIDE, CA 92502 D� CA�-
PAVEMENT TO TH�E RESIDENT ENGINEER. CONTRACTOR SHALL -'��
ALLOW IN HIS BID FOR FIELD ADJUSTMENT �F CONCRETE PAVERS �� 4 TOP OF SLOPE �� � �-� 8 RBF CONSULTING
�,='�� 14725 ALTON PARKWAY
TO MATCH ACTUAL SLOPE FIELD CONDITION. e PAVEMENT IRVINE, CA 92618
5. C 0 N T R A C T 0 R S H A L L S U B M t T S H 0 P D R A W I N G S 0 F C�N C R E T E 8 ;-'""� 7 The State of Ca/lfornlo or !ts offlcers or agents sh�all not be resp�onsio/e
P A V E R P A T T E R N �0R R E V I E W A N D A P P R 0V A L 0F R E S I D E N T / for th�e accuracy or completeness of e/ectronlc copies of i`hls plon st�eet.
} �w ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO CaNSTRUCTION. 14 15 LEGEND
�
m > 6. CONTRACTOR SHALL SUBMIT FULL SIZE CONCRETE XISTING SLOPE PAVING �=�� 5 I . INSTALL CONCRETE HEADER PER DE�AIL
o w 12 VERIFY LOCATiON IN F = �� / SHEET PL - I AT THE TOP OF SLOPE PER
,� � PAVER SAMPLES �OF ALL COLORS FOR REVIEW AND 5 SHEET P- 7 AND P - 8, TYP.
� w APPROVAL OF RESIDENT ENGINEER AND LANDSCAPE � � 'L ;-'
o� L , 6
W Q ARCHITECT PRIOR TO CONSTRUCTI �N. 15 _ 6 � _ = i 2. CUT THE CONCRETE PAVERS TO FIT THE
� � 7. MAINTAIN ANY EXISTING DRAINAGE PIPE/ � +' � 8 ANGLE CREATED BY THE CONCRETE HEADER,
" �� j TYP.
� WEEP HOLES. :�. . , � ,
�.
� . ;:
Q �,.� r���r 7 I q �r . �� �r
.
�� �
I � 1_ " ` -- � � " ' � 3. CONCRETE PAVERS TO ADJ01 N FLUSH
� ',� _ � �� �L� 9
� , �� , . �
� ., ,
-�� - ,�.��_I .. �i� n
I -
.; �-�� �• 8 1 , �� , ��z C NCRETE SLOPE PAV I NG UNDER BR i DGEe
II--29-04 � �r � -�� - ;��,�_.�.� .�� ��
l=�. .,f� .1 �
� . ,_, . � �. .
� � ..L'.' �� � .�`'i ��I '' i � :� :; i .
'
� °si �� ;� ,,� ��� � � � �� �;� �� k �;, ��� 11 4o I NSTALL CONCRETE PAVERS AGA I NST
�- _ Z � n- �1 �,�= y � 12 CONCRETE PAV I NG UNDER BR I
o m m 9 I DGE , TYP.
w =
.., ___._���...�. ___ _^�i.- -___----_� _..� ._ - _ P R 0 V i D E A N D I N S T A L L I 0 0 mm B Y Z 0 0
�- � 5.
J � � ±Iq BOTTOM OF SLOPE j ±iq
�� PAVEMENT mm BY 60 mm CONCRETE PAVERS, COLOR
J � w 18 !3 18 �- t3 ' BROWN ' .
Qw
_ �
U � U 5 EL � VATIaN � A � � N � NORTH 6. PROVIDE AND INSTALL 100 mm BY 2�Q
f � rrnn BY 60 mm CONCRETE PAVERS, COLOR
� �� � .�� a
��. �
r�� �_ 'J� i1-29-Oa
� ' CREAM' .
�� �� � �� .
c � ��.
� , 4� 6 II -04
� :v ���`- ����� � � 7. PROV i DE AND I NSTALL I 00 mm BY 200
. � r�...� �. ,�
� � sR �a� , , '� rr�n BY 60 mm CONCRETE PAVERS, COLOF�
� _ �..Rpk.- __ . �::.: ' R E D ' .
� c� ��►�`� �� � � 2
� �
x a �� - � `` �� ` �� 7 8. PROV I DE AND I NSTALL I 00 mm BY 200
-3- . . ,� �K ,�
� � ��� � '� ��� ��: � � mm BY 60 mm C�NCR�TE PAVERS, COL4R
1 � 3 ' GREY '
o �} -�� �a� ;
.
,�� �.���' � i
� � �� � � �,,� ,3'a ' �
, o s`•��� ' a"� ,� °`�; ,:
z z .��` `� m' _ � �' V 8 � 9. CUT THE PAVERS ALONG THE ENT I RE
� � a 2 / ,' 4
/ LENGTH OF THE TOE OF SLOPE PER DETAIL
� L � ��-29-04 /�' � SHEET PL - i , TYP.
� o � �,r , .; if e- 1 � i a
.� . . IL� - - %" II-29-�4 I0. 3
II 29 04 I mm RAD I US, TYPa EDGE OF
,-
; RABB � � ENLARGEMENT QETAIL II_29�04 3 � j' ,� 7 CONCRETE HEADER.
m �
2 ±2 / II . INSTALL CONCRETE HEADER PER DETAIL
L ' $� � SCALE : i : 4 TOP OF �LOPE � � SHEET C- 3 AT THE TOE OF SLOPE PER
3 �� e / 5 SHEET P - 7 AND P - 8.
PAVEMENT �
0 14 �
� 0 85 mm 3
8 j 6 +2. EXPANSION JOINTS EVENLY SPACED AT
-3 m 0. C. AND CHANGES i N D I RECT I ONe
Q . .. ... . :. ..,.. ... 15 � �
� �_ - . . . . � 8
Z Q � :.:..:.K_ :_.�.;::�n..�..,::.::.::�;:�:r�; �q �
-_� �,: . . :.:.:.. ..r
� �� REFER T RABBIT ENLARGEMENT DETAIL
� f— - ..._ ._ .. .:. _ I 3,
% o � 12 ao =L' FOR NUMBER UF - AND CONCRETE
o � � ; 5 EXISTING SLOPE PAVING �
" ; � �' 16 �, VERIFY LOCATION IN FIE D i g PAVERS.
�_- � 17 6 ao I 14e REFER T� CONCRETE PAVERS AT SLOPE
" `�- #13 � 300 mm +� i
II PAVING DETAIL SHEET C - i .
- o
Q z #13 TOT 5 ,5 , , . 7 �q �; � �i , , 15 I 5. REFER TO CONCRETE PAVERS AT S I DE
' � , I - - � C O N C R E T E H E A D E R D E T A i L S H E E T C - 2.
, , _�
Q '-`' SECTI4N B -B 1. ,� G- . ,. �; .
� '
y y
._ �
,. �
� f-- CONCRETE PAVERS AT �� � . :�, a � : ,. �� _ 8 _ �
. � 12 16. CONCRETE PER SPECIAL PROVISIONS.
� cr ., , .: . : �
- SIDE SLOPE COt�CRETE HEAD 1 �� ��
Q � � -
L . . :, v . _
�
_ .�
.� ,
..
r1 - ;.�'�.; ��'6v. w . •.- 'A t �_1 �% 5� � .,����. 1� Ij,l 7.. �Cs
.
�
r
�
a
l�l� . .,. .4 ..... - � 1_.11' .. , .� . . • <..� �L L 'I �'. ,^a ,.� i I
_. .'1_. ''..�.. �: .- .,. �i
�' N.T.S. � ��:� .` ; ff , : i ,I,� --:.- . � �� ':. F ����5 I 7e I 52 X I 52 - W 9. I X W 9. i WELDED
0
-, _ -
��°� � . � �° I��r, ��i, -�- �
�a��,: ����� 1� ., g �, �F� a�r�- WiRE FABRIC.
� � _ .1 _ ___ . _ _ ��
' ITI`_. =r � �_ .�.�- .
[
' -- �— -- - -- - I 8. EXPANS I ON JO I NT ON SLOPE PAV I NG
__j. _.�.___._.._ �._. ____ .. �__� _ _
a Q �19 �� BOTTOM OF SLOPE _ +19 SEE SHEET C- 3.
z PAVEMENT
� 0 13 �--- 18 — 13 — IS ALL D I MENS I ONS ARE I N
a METERS UNLESS OTHERWISE SHOWN
M �
� 4
� " � LEVATIt� N FACING SOUTH �IVASHIN � TON AVENUE INT � RCHAN
_ � •� �G E
X � � Ct� NSTRUCTI4N DETAILS
w
� �
o -s • ,,
o �-- _
rn � � *4 f o
;'"��, •«9• � �
� ENCROACHMENT PERMIT NOo 08 - 03 — N — LF - 0321 _.���,
SCALE � I � I 00 —
_ ,��,��_,
_ _ _ �;�,flr.
FOR REDUCEO PLANS 0 20 40 60 80
OR i G i NAL SCALE I N M I LL I METERS L I ( � I I I i I CU XXXXX EA XXXXXX
/
_
�----- ___--------_____--- -- ------ -- -_ __ _ -- -----.
3
_r_
z
� DIST COUNTY ROUTE KILOMETER POST SHEE7 TOTA�
= TOTAL PROJECT NO. SHEETS
n •
`� � � �� -� �.;:� 8 R i v I 0 7 I o 0/ 7 2. 6 2 2 4
� ��
� � � �� �
�� , ,
y ����� � ���� � K.,
\ � ;.�` S �
n� '��
� s�� 't`- � :^s )+�-
� N�TES. � � � : � s .
n tis
� ��„„ � ��`� � rIC I TER D LANDSCAPE ARCH 1 EC ��O ��wA�F
�.;
� .
W x I . CONCR�TE PAVERS SHALL BE I NSTALLED w` '�� �`� �• �r�'��y
u�`.,.'� � iJ
= IN A RUNNING BOND PATTERN, PARALLEL {
TO THE SLqPE CONTOURS.
PLANS APPROVAL DATE si ATURE
SEP. �0. 20 �
2. INSTALL CONCRETE PAVERS PER DETAIL � 3 C4UNTY OF RIVERSIDE � E ".�y �Q
� 4080 LEMON STREET �'� '� �'
SHEET PL- I , i R I VERS i DE, CA 92502 oF ca�tF
3. SEE PLANTING PLANS FOR LOCATION 2 ;�' � ,, q RBF CONSULTING
OF SLOPE PAVEMENT. ,�' �' 14725 ALTON PARKWAY
-� � IRVINE, CA 92618
4. CONTRI�CTOR SHALL F I ELD VER I FY ACTUAL 3 �,� � 2
, � � The State of ColJfornlo or )ts offlcers or agents shall not be respons/b!a
F I E L D C 0 N p I T I 0 N S W ! T H T H E C 0 N S T R U C T I 0 N ±2 q � j "� � 8 for th�e occuracy or comp/eteness of e/ectronlc copJes of th►rs plan sheet.
DRAWINGS pRIOR TO BEGINNING CONSTRUCTION TOP OF SLOPE �
- �w AND REPORfi ANY DISCREPANCIES WHICH MAY PAVEMENT �
m � IMPACT TH� DESIGN AND CONSTRUCTION OF a 15
o w THE SLOPE PAVEMENT TO THE RESIDENT EXISTING SL�PE PAVING LEGEND
�: $
ENGINEER. CONTRACTOR SHALL ALLOW IN . �4 I
W � VERIFY LOCATl4N IN FIELD t�� 12 I . INSTALL CONCRETE HEADER PER DETAIL
� HIS BID FOR FIELD ADJUSTMENT OF =
� � CONCRETE f'AVERS TO MATCH ACTUAL SLOPE 5 i7 SHEET PL - i AT THE TOP OF SLOPE PER
w a F I ELD COND i T I ON. 15 A I4 I 5
� Q � l� SHEET P -4 , TYP.
x w � 6 ''" s� � � 2e CUT THE CGNCRETE PAVERS TO F I T THE
� 5. CONTR�ACTOR SHALL SUBM I T SHOP oo ao
o DRAWINGS UF CONCRETE PAVER PATTERN FOR 12 0� �o�' ANGLE CREATED BY THE CONCRETE HEADER,
REVIEW AND APPROVAL OF RESIDENT +� 7 7 TYP.
=r�i�
ENGINEER �4ND LANDSCAPE ARCHITECT PRIOR e I��
TO CONSTRIUCT I ON. r,I, a 8 3. CONCRETE PAVERS TO ADJO i N FLUSH
ry � ;, , Il, �, - jA CONCRETE SLOPE PAVING UNDER BRIDGE.
= � � � ��� =��'� 8 ' ' � �
\ >- _�.§ ��1 : _ A � � .. �� 7��� ���,U
o m �- 6 CONTRACTOR SHALL SUBMIT FULL SIZE � _ _ � r =
m •
� o CONCRETE I'AVER SAMPLES OF ALL COLORS �_�� 9 4 . lNSTALL CONCRETE PAVERS AGAINST
Q W � FOR REVIEIN AND APPR4VAL OF RESIDENT 9 =t „ C�NCRETE PAVING UNDE� BRIDGE, TYP.
,� ,� �.� r 5 � �..� � �
� � � ENG i NEER AND LANDSCAPE ARCH I TECT PR I OR r � � h � f �° � N � ` "��
� �� ; :��� � � ,, � t�a
_._._.. � .F. _._____._._ .___ �_._--.---_.._._ �__
� - TO CONSTRUCTION. � ±i0 � \ � ii BOTTOM OF SLOPE �� � � 5. PROVIDE AND INSTALL 100 mm BY 200
� u� w
� o � PAVEMENT BROWN60 nxrt CONCRETE PAVERS, COL�R
7. MAINT�AIN ANY EXISTING DRAINAGE PIPE/
WEEP HOLE�. 13 18 — 13 18 -
. . . .._
I& � - ... . ._ ..._._ _. . . ._
6. PROVIDE AND INSTALL ! 00 mm BY 200
c IL� LEVAT � ON FQC � � � NORTH mm BY 60 mm CONCRETE PAVERS, COLOR
� - -04 8 � ' CREAM' .
, It 29 �
� � 5 II-29-04 ���29-04 7 . PROV I DE AND I NSTALL I 00 m� BY 200
Z � rrxn BY 60 rr�n CONCRETE PAVERS, COL4R
x-�- � - � ' R E D ' o
o w 6
� o I 8. PROVIDE AND INSTALL 100 mm BY 200
�.� mm BY 60 rr�n CONCRETE PAVERS, COLOR
� '�`� L�`� 3�, ��",�;, i i
o z y � �� . 5
Z � � „ �� GREY
N _ i�.t . � �, � `�F` �.t���' � (
�
� � � , � � 3 .
�7 i'
i.. �a C� J�I .: r �y�v , �"��..��.
L w ��_ � �,;;�� ��� w I �.��� 9. CUT THE PAVERS ALONG THE ENT i RE
�=c II-29-04
� o _ { ��4� g 2 II-29-04 ,,%" q LENGTH OF THE TOE OF SLOPE PER DETA i L
� SHEET PL - ITYP.
m
m ±2 3 � +�� � = �� 2 � IOa 152 X 152 - W 9. 1 X W 90 I WELDED
� T O P O F S L O P E W I R E F A B R I Co
L � �.� ��� : ; � .,_ : �� -.. PAVEMENT II-29-04
� ,"� x� x�s�;� �,��� ..
3 II-29-04 � .��� ����,. � _ a -���� � ��.:����� �r.r, ��. _� ,, .� 4 �� _ g I I . I NSTALL CONCRETE HEADER PER DETA i L
' �'T SHEET C- 3 AT THE TOE OF SLOPE PER
� ,,
O �4
� o S EXISTING SLOPE PAVING '� 5 SHEET P- 4 ,
o — i� All�I ENLARGEMEI� T DETAIL ;;_
F— VERIFY LOCATION IN FI D ,7 12, EXPANSION J� INTS EVENLY SPACED AT
o � SCALE: 1 : 50 �'�
�q . I2 +3 m 0. C. AND CHANGES I N D I RECT I ON.
x a � 3 �q I,;' 15 I 3. REFER TO RAM ENLARGEMENT DETA I L
� z 5 �'L FOR NUMBER OF SES AND C�NCRETE
; � REFER TO CONCRETE PAVERS 12 N N =���= 6
N DETAIL SH�ET PL i 16 � PAVERS.
6 +' _��
Q o '� � ''� �:.�� - ���� f5 = ; 7 I 4. REFER TO CONCRETE PAVERS AT SLOPE
,_;�...:�:.: :::::�,;,::::...:.:>�,:'�:, :..:: �.:J �::. : � A V I N G D E T A I L S H E E T C - I .
� �
a z o 7
~ w � `! � 8 15. REFER TO CONCRETE PAVERS AT SiDE
� � r� ; ;t
% � e , ��i` CONCRETE HEADER DETAIL SHEET C - 2e
� � �� � ` ��� e
� � 17 ' �p ���::
8 � � a�:�� � �� �-= 9
s ;3� e�1�.'R'- 1 7 it . t�� �� 4
w � ' `` �� ������� � '�' �� � � ' �- . "� � I 6. EX I ST I NG SLOPE PAV I NG.
� .
o .: , �. -
r
�� � ,�;� _z
9 I -
� �� ���_ � } Y�, : �� I 7. CONCRETE PER SPEC I AL PROV I S I ONS.
..
; P � ��
,� ��
, � �a � A � ,� �p. n=
�'k$rh �^a.•-� � 1.. ° ��„ a�. • �.T.; .� $#� ,.. .
3:'
�c SECTION A-A . _ ... . a.
.,�....'�R` L'm F n�s ��:}. .w.
_ e.._r:__.e._,. _ _____ .� __.
_ ..___ ____--_ __e._-- .
.____ .._ —_ ___.___
Q z C�NCRETE PAVERS AT �0 �� BOTTOM OF SLOPE +10 ` I 8. EXPANS I ON JO I NT ON SLOPE PAV I NG �
_ � �XISTING SLOPE PAVING DETAIL PAVEMENT
SEE SHEET C- 3.
a � 13 18 \-_ 13 18
� J N.T.S. METERS UNLESS OTHERWISE SHOWN ;
� 4 � �
� " � ELEVATI4N F14CING SaUTH MONTEREY AVENUE INTERCH �► � Cl� �
- � ��►
xo �
� �� C � NSTRUCTION � ET � ILS �
oQ � $
o ►— . . , � �
\ �, . � - 1
� � ' sc� � E : o0
" �`� ENCROACHMENT PERMIT NOo 08 - 03 — N — LF - 0321 - �
, -, ����
� ,�,y� :
— FOR REDUCED PLANS . 0 20 40 60 80 ^- CU XXXXX � EA XXXXXX
, ORIGfNAL SCALE IN MILLIMETERS ( � � � � � � J � I
�
. . . . . , . . . . . . _. . __ _ .. . . ._ _._.j.__ .. _ . .
. .. . ,-._ --__ * '
"O
r
U
C1
�D
DIST COUNTY ROUTE KILC3METER POST SHEET TOTAL
TOTAL PROJECT NO. SHEETS
`� 8 R 1 v I 0 7 I . �/72. 6 q 24
� ABBREVIATIONS x
� �'���,
� .
�� AMEND - amendment MIN minimum
o '
a .
�✓ � r E s�
'-�.w,,n ,�a.� �1
a> '�`� � `� � � � .
� B & B -balied and burlapped mm miliimeter � � ���`� efrlC ���� �asc
'� ST E LANDSCAPE RCH I TECT O �' �F
� � DIA diamet�r No number � � �:°
�:��:�. � a�• �: �'ti
; x EA each PLT ESTB - plant estabiishment £ � y�'� '�`�°`"A�D � �
g gram PVMT pavement a�;�fi�; �
���.��
kg kilogram R/W rlght of way �"
m meter SF state furnished PLANS APPROVAL DATE ,� EP,"�o. Zo �
m3 square meter TAB tabletts) COUNTY OF R I VERS I DE s� E� °�� Q
m cubic r�eter TRVD traveled 4480 LEMON STREET 9 ^��T ` ��~
MAX maximum R i VERS i DE, CA 92502 � �F CALZ
� RBF CONSULTING
� 14725 ALTON PARKWAY
IRVINE, CA 92618
The State of Callfornla or Its offlce�s or ogents sholl n�ot be responslble
for the accuracy or comp/eteness of e%tronlc coples of thls pian sh�eet.
_ [�
W •
>- �
� PLANTING LIMITS
o W PLANT PLANT QUANTITY HOLE SIZE BASIN IRON SOi� COMMERCIAL
� `� GR4UP No S Y N�B O L B O T A N I C A L N A M E C O M M O N N A M E S I Z� EACH tmm) TYPE SULFATE AMEND FERTILIZER Q MULCH STAKING MINIMUM DISTANCE tml FROM oN REMARKS
w ( ( ( T R V D PVMT FENCE WALL P A V E D E A R T H C E N T E R
w Q DIA DEPTH C� PLANTING PLT ESTB � WAY DITCH DITCH tm)
� � I DALEA GREGGII PROSTRATE INDIGO BUSH N0. I 156 Q g(� �� , _ I TAB 115g - - - 2 2 2 2 2 3 SHRUB
x w _ _ _
H
Q ^ �
� f-1
2 OENOTHERA STUBBEI SALTILLO PRIMROSE N0. I 161 O O �� , _ I TAB 115g -- -- - 2 2 2 2 2 1.5 SHRUB
� � �
�w o m 3 CASSIA PHYLLODENIA SILVERY CASSIA N0. I 1484 O gU �� _.._ _ I TAB 115g - - - 2 I I I I 2 SHRUB
Qw o
� z w
� c� �c
Q W = 4 DALEA SPINOSA SMOKE TREE N0. 15 � _ _ � _ .- _
66 0 o II 2 TAB 115 g 9 2 2 2 2 TREE
U � V _�
�
U 5 � C�-�ILOPSIS .�lI�EARIS DESERT WIL�OW N0. 15 69 0 � II - -- 2 TAB 115g - - 9 - 3 4.5 4.5 4.5 -
TREE
�
v� �
�
o � 6 ACACIA ANEURA MULGA N0. 15 41 Q gU �� - - 2 TAB 115g -- - 9 - q g 4 4 - TREE
x .� _
� � �
o w
� o Z 7 WASHINGTONIA FILIFERA CALIFORNIA FAN PALM H=3m 182 2� 8Q ii 0 7� 2 TAB 0.23Kg -- - 9 -- 3 3 3 3 - PALM TREE
o Z
z
� �
= w 8 ��• ; EXISTlNG TREES
,� o . .
-�
m
�
m NOTE � APPLICA � LE WHEN CIRCLED �
�
.
3 I. Underlined portions of botanical name indiccate 0- Quantities shown are "per plant" unless 8��
c abbreviations used on Planting Plans. shown as m2 appiication rates. /�.� C�N C R E T E P A V E R S D E T A i L L E G E N D �
� 0 - Two times width of root ball .
� z 2. Aii plant materiql are to be locally grown to � ------ FG
' � assure better slte adaptation. Prior to planting, 3 - Does not apply to mulch areas. � -40 I, i00 mm BY 200 mm BY 60 mm CONCRETE P
Z Q ail plants shall hpve been inspected by the County 4 - As shown on plans. 2 _ � AVERS.
� ►- A g r i c u l t u r e D e p a r t m e n t a n d s h a l l h a v e a p p r o v a l t a g. 5 - U n i e s s o t h e r w i s e s h o w n o n p l a n s. 2. P A V E R S I N S T A L L E D A D J A C E N T T O C O N C R E T E H E A D E R S A R E
a � 6 � See Caltrans Standard Pians H4 for ' � � . ' � �-� � � � TO BE CUT TO LAY FLAT AGAINST HEADER
x Q z 3. The contractor- shall notify underground service tree staking detail. 9 s . ,�/ - ( II-�I I I ( (_ II_29_04 , 5 TH CK MORTAR SET ING ASE PE TH SP CIFICATI S
� Q alert (USA 800 �22 5233) 48 hours prior to any � �-- •
I I-1 � ��- 4. TYPICAL SECTI�N SEE SLOPE PAVING - FULL SLOPE DETIAL, SHEET C-3.
� oc excavation. 7Q- See Speciai Provisions. � . , �,• ��' � �_ � _
N 80- Match depth of rootball. .�� � . 9 . C A A .
o � . ':.-i� f(�� -�I I I f= � '
_ 0 4. N o c h a n g e i n c q n t r a c t p r i c e w i l l b e a l i o w e d f o r 3 ' ���:�� ,��I, I -1 1- 6. SLOPE TO MATCH EXISTING SLOPE OF CONCRETE PAVING
� � actuai or clamed discrepancy between existing . ,. ",;�>;Y ���� � � I-
� z grade and those shown on plans after contractor 5 , . '�:.��� �� I I-1 � H � ' UNDER BRIDGE.
� � 7. CONCRETE HEADER PER CONCRETE PAVING DETAIL, SHEET C-3.
4 has accepted �xistin grades and moved onto �y-� G 1- �_--�
a � t h e s i t e. g 6 ,� I I-1 I 1-1 _ I I;I ( � 8. I m A i Y P
.c � , , , 1 1 . ' '��� � �--r-�{-.�j I i I I (- . D G S O N H A R.
w 5. E x c a v a t i o n i n t he vicini ty o f u t i l i t i e s a n d ex is t i n g � � � � 9. I N S T A L L J O I N T S A N D B E T W E E N P A V E R S A N D S E A L P A V E R S P E R
� materials shall be undertaken with care. The a 2 ' ����'� � _ , , I (- SPECIAL PROVISIONS.
contractor beqrs full responslbility of this work. � .,;;;�'''y � �-�
� .- �- IO. INSTALL CONCRETE PAVERS FLUSH WITH CONCRETE HEADER
Any damage caused by any person. vehicle, equipment. 4 � ':�.;�� � c II. PVC PIPE WEEP HOLE SEE CONCRETE PAVING DETAIL, SHEET• C-3.
Q or tool related to the execution of the contractor � - �- �i�� 4 1
Z -- - ,,�--�- , � _ ,
Q z shaii be repaired immediately at no expense to the _�1 � :�:� 1 I2. PEA GRAVEL SEE CONCRETE PAVING DETAIL, SHEET C 3. __6 � �._ �_.
= o owner. '� � ( �.�=�s��-' Q .,� .. ,�yr,��
�� i
� `� - ( I . ��I)�.I ' '� 1 2 ��-29-og �:
�, J 6. Contractor sha�l be responsible to consuit with site =I � _ _� i � �� ~����
� � superintendent� appropriate agencies and plans� for �-� � ��I � ' � `.'0'�"` .`- .�T{,'^� `
� � the locations of ali underground utilities, pipes and ,-�� � � �' '
M o � structures. Contractor shall take sole r ons 11 -i -
esp ib ! ty i � _� � �- ALL D I MENS I ONS ARE i N
x � �, for any cost ir�curred due to damage of said M I LL I METERS UNLESS OTHERW i SE SHOWN
CONGRETE __ PAVERS QET �AIL
o Q utifities. _
\ � NOT TO SCAL E � L Q '� T L 1 S T
o� �
� ENCROACHMENT PERMIT N0. 08 - 03 - N - LF - 0321 -
- ENCROACHMENT PERMIT f�0e 08 - 03 - N - LF - 0321 P L �
FOR REDUCED PLANS 0 20 40 60 80
OR I G I NAL SCALE I N M i LL I METERS � � � � � � � � � CU XXXXX EA XXXXXX