HomeMy WebLinkAbout1497 Sz]dVF� NOTES
1 . All work shall be done in accordance with these plans, the City of
Rancho Cucamonga Standards and the Standard Specifications 19-1
Public Works Construction - current edition. Contractor shall be
familiar with and shall be responsible for adherence to these
P QCT SITE
Standards and specifications .
2. All pipelines or substructures of any kind, telephone or power „
poles, water meters, valves, fire hydrants, etc. shown on these E�C/ST/N /B C•/r!•P., Fo�oTs�/GG �GVO.
Plans within the right-of-way limits or in adjacent areas where r- PlzoTEG� /N Pc-ACF
improvement work is to be done shall be removed, relocated or
protected in place as required at no cost to the City of Rancho COQ 15Ti MICl A70,t1/FlEED
Cucamonga. STD. 300 CA7(!:!N ,�3Siitl I
/rlD,t�/F ' 0X/ST/�tl(L,,, C.117 P
OX
3. Any contractor performing work on this project shall familiarize /ti/LET Co 1A_1eC7- flie.2ocJ IWy
himself with the site and shall be solely responsible for any �j'L N /,t/T /Z//� Fcoo/2 OX-70C ATCN ;
damage to existing facilities resulting directly or indirectly from A
his operations, whether or not such facilities are shown on these ,� t•__ __ T.C.tS(o.52 =5(o.'SZ r.C.�sto.52
plans . ,(� �. I. k. `�.= 55. 2 mac.=ss. Fc.s s5.85 '+'. _ W �h
. • I �, to pt Q � cn
4. A permit shall be obtained from the City of Rancho Cucamonga
Engineering Department prior to any encroachment or construction I \,•� o I p 0
within City of Rancho Cucamonga easement or right-of-way.
B \ •
S. All grade stakes shall :be set by the Contractor or Engineer. Paving ` a
stakes shall be set at 'all hinge points, edge of pavement points G0AJA-TC1CT /B CJS (8 L•F� - 1
g P ' g P P L'ON�ECT/O!t/ Y1�E
within 0 .01 foot of sub-grade elevation and at not more than 50 ��j N , f : •9,
foot intervals. Additional paving stakes may be required by City ST(/t3-oclT CAP Fdie .
!/� !i LITlJie� T/E-/A! TD
Engineer as needed at warped or vertical curve areas . — --
6. All sewer, water, electric, gas, phone or other utility laterals, 5 'T Ca 6 �QF� 0N/E comczlCT// i ny
mains, or crossings shall be constructed prior to paving. 1-0 C117107Dit! q� ,600A.1 v 4-
Zw
CmP /ic/ T GO,c/N�GT
7 . Compaction tests of embankment construction, trench backfill, L'DitlST2[�CT GOGAG SAS A-1 Cf/TG'H
compacting original ground and all sub-grades shall be performed at ,OIESTTJ• 307
no cost to the City of Rancho Cucamonga. A written report withEX/5T• C•//7P.
these compaction reports shall be submitted to the City Engineer Q. P c/�' VICINITY M
for approval prior to the placement of base materials and/or PLAN 2 C. UL.D AND INLET CONNECTION
'x/339 I
surfacing. �_ L ,vv SCALE
DETAILS
S. At the completion of paving, a materials report shall be submitted �`,
to the City Engineer; listing all tests or determinations completed W=
to verify stability oil content and gradation of asphalt paving. �1 C0AtIS7_1f41Cr10AJ A10725S ¢ gkIWAJ/T!FS
9 . Prior to installation of any paving a materials report shall be
submitted to the City Engineer; listing all tests or determinations '" ' Pte' --- 001r .� SECTION B-B ,I
CATCH ,BAS/,✓ f O/ CO�cJST�E.'UCT CO�/C�T� CC/�t?8 A�tlO !/c�/T>E� 68CF. �- - - 947 L.F.
completed to verify the R-values, the sieve analysis and S .E . of r MAJ Circ' STS /O•¢.
the aggregate base. ,
40N97-eUC7- 0c/,C✓/1-1A1,F 9 S40,EI,I P C17 Y - --3,78B S.
10. Paving shall be perforAed in accordance with R-value and Pavement -,o //¢ ,9,t/0 /03 A�/D AS 0/i�0TE,0 IA1 Ts/E
tests taken to determine structural sections (prior to final plan `, /8 �Cl� F101_0 0y' THE C/Ty /NSOECTo,.
approval)
P P a O CO.vSTi�[!CT 4 f�C. D✓E,P /D A.B. - - - - - - /S,872 SF.
11 . When improvements are to laced on native soil which consists of a i 3 ~
Frlrc�eE co�lc.
rocky material, the sub-grade shall be prepared by removing all
rocks which protrude above the sub-grade and all voids or 2
(�pW Ta R.C.P. � ! Q ,�E/AOl/E E�C/ST/N�j z,* !oma ,egOl�X�p flEf��E� 37- - -/0 L
depressions shall be filled with a fine grade material of a quality fa- `Sr2.0� 0
better than the native material.
SECTION A-A ..o — o .. 0 BUTT .-J-D/,v Al.5&I A.c. To Ex/STiAvy — — — — — — , 037 4
12 . If the asphalt concrete is to be placed on sub-grade, a soils ST,2A/l. "-r
sterilant registered by the E.P.A. for use under A.C. and P.C.C. �UTG/2E
shall be uniformly applied at the manufacturer's recommended rate SEf�L CONST/ZLJCT (0A1S7W1-1C7- O/2/✓E A/dPWORCH PEe 0/7Y - - -- - AL3 S.F.
or the u pavement COAJ.tJECTIDi� 70 /8
f full pa nt width prior to paving. STS• 1,01-C.
13. Estimate ofuantities is provided b the: Engineer onlyfor the
convenience of the developr, the cong
tractorshall makhis own r O IA-1,57STJ2EET G/ HT 99 00 L[//77,6V XPS�J----
determination of construction quantities before submitting a bid. R E T SECTION T i 0 N ,6y S.C•E 19/,0 ,� A�l� Ga-��eo/�tJeTFO
Any item of work required by these plans which is not specifically
S T E Br of �G�/v Ae.
listed in the estimate of quantities shall be considered as
included in the other items of work. ® SAW CUT ANBD !2E//101/E EXlSTlNl7 A.C, -- - 80 L,, S/IGrX.rJT
• �QI(,J � �/G✓ E,45EilIE,c./T PA�/EA'�EivT Q00 5,F ,QF.MOVAL
14 . Street signs per City of Rancho Cucamonga Standard Number 401 shall ,
be constructed at each intersection. 50 5 /O O P/ZOTECT /A/ PGACE
15 . - City approval of plans does not relieve the developer from �4' 3(0� �'¢� �� STiC�EET Th��ES ,PES AloTES
responsibility for the correction of error and omission discovered /Q $HEFT / ---35 EA.
during construction. Upon request the required plan revisions shall
ZD
/
8
be promptly submitted to the City Engineer for approval. 4 _ Sc oPE vp�QIES / // GDieIST/ZIJGT Tf/PF� /•'E/ T 'Z)
Z
P C/ Y S7 •¢�� --- / GOCf7T/D�
16 . Work site and exterior streets shall be in a neat, clean, hazard c� 00%- 2.(079 �j 57-• E/°
free, orderly state, throughout construction. Site shall be cleaned 11� AIt� Co�sT�2[JGT CATCH ,6KC5/,c/ l.O��G CaEA2E55/OJel / Ei9.
upon request of the inspector. Z�//ffAV' etc 0.7z - / 50 70 �Z CC/�C,C3 /.-le-ir CoocltleCT/O�/ TD EX/5r1A16, Sr. YW,
P q P 4 3 ( �� EjC/ST. Cl/lZ�//L/.c/EA/2 OGRNS SEE OETi9/GS D,c/ 5,�-/EET / A� 7'7/FS�
17 . Contact Underground Alert 1-800-422-4133 and the following Utility �2
om a e --
C ni s as required, a prior to excavation. o �
P � �
q k►orkinQ d vs
P
f
Provided for your convenience are the following: / 2 J
. J
A. Cucamonga Count Water District —
9641 San Bernardino Road / 0 ;57:" ¢;f1•C. O`/E� �
• Rancho Cucamonga, CA 91730 909-987-2591 � �� 4 5 /O~ R.B.
B. Chino Basin Municipal Water District
-2T/14 2r A10. 1331 rrl c�c/Ts Ewsr 1 ' c/4
Ranchorchibald Cucamonga8555 ,�eCAe91730 909-987-1712 T 1. - 9
ARROW ROUTE-
56
C. Metropolitan Water 'District ' vrwr R
/N �
ONorth VerneMoreno venue
, CA La909-593-7474 +
STA. 95 +35 TO STA. 104+82
D. General Telephone
585 North Mountain 'Avenue O CO.c./ST2UCT GO�t/CZET� Ct/IZ,B ,4,(/O L�IJTTE�P�$"'C•F.J �P C/TY sT� /O�
Upland, - -
CA 91786
P � 909 949 8108
E. Southern California Edison Z C
OA1,57-)eUCT L7[!2�-1/41AIR )e S/G�GvfgGK PE? CITY Sr,'--7 //4 A.VD /03•
7951 Redwood Avenue 0
Fontana, CA 92336 909-986-5861 N �
O co,c/sreucT f A.C. o�/E�P lo,^.a
F. Southern California Gas
216 N. Euclid Avenue
2E?ID V4E ESC/ST/Al4 e f* !i~ /ZEOGJGVL7 HEAnW2.
4
Ontario, CA 91762-3597 909-634-3248 0
DESCRIPTION OF REVISION DATE CITY
O ,8a7.7- .TDIN Alvk! A•C. TD ESC IS7-WL S7/ORIL Hr 'rol,e
APPROVED
CCESTRUCTION NOTES FM MM TREES CITY OF RANCHO CUCAMONGA
1 . All street trees are to be planted in accordance with City Standard
Plan No. 510.
STREET IMPROVEMENT PLAN
2 . All street trees shall be planted and- staked according to City D.R. 9 3-0 5
Standard Plans Numbers 502 and 505, as proximity to hardscape
dictates .
ARROW ROUTE
3. Prior to the commencement of anyplanting, an Agronomic Soils
Report shall be furnished to the City Inspector. Any unusual '
STA. 95+35 .37 TO STA. 104+ 82.3.7
Y
toxicities or nutrient deficiencies may require backfill soil
amendments, as determined by the City Inspector.
r•
4. All street trees are subject to inspection and acceptance b the
APPROVED BY: DATE. /L--�/-?
P P Y Ru N0. 24953
Engineering Division. �
CITY ENGINEER
r
5. Street trees are to be planted per Public Improvement Plans only. IT DESIGN�
fVEAL L. WITHHAM(�Lt� RECOMMENDED
CIVIL ENGINEER
No. 18
,:;, V I ER E
,STREET TREE SCHEDULE
A/OT�_ ,C3F/SIS OF ,(3ER/2�'S gF OF Rtiploot ) DRAWN 392 S ARROWHEAD B-2 SHEET
Symbol Street Name Tree uar.t '
,eba72F /9S SHO(,WAu o ///7P2o VE/n�JT « Ems• 5.30.83 * �/.u. SAN BE ARD I N O CA 92401 Of J
it Size
4 Min . spacing s acin GAit/5 Ei2 !.J/AJ ItJO. IS
_3I P 9 � �° q2A � 3'9
-- - &r $ 3Z. Mlle1A.1 OF OF A�,�L,J �+ Cry�� CHECKED 09-889'9757 DRAWING N0. -
y
o i E
Ir ' S0 E. �° 1675 7
Arrow Route Liquidamber 35 ea. 15 gal 2510/c i2C� SHpWil.l Tp ,C� Jv 8�f Z'7
Styrachiflua DATE 10 mlEXP._ /$0/93 7
"Paloalto"
8
2[.13 13 C.12 0 � ��
1160
h '�
1 1 6O FVTu �P of �,� t C xp ci 1 16
—. - CUI215 P1Z4G/GE �``
d' v�� 790 �•' �3ENCH /`'I/3RKf
--"- �— . �¢ • V� O Q 1:� wF•V � (3� 0.2D �.L- , C/T Y OF i2l9NL'Md Cl1CH/IlO,tll�H
- - - Ui �IaLhM
*0 mmoloo-o—000-o—ft"
pwnr yAgoE�' 50/Alae f� or--g _ -- - - - - -• -._ - _ ` T _ _ _ _ l Tu2�tJ BRAS S
— 5 O/SK TOP Df EfJ T
Q " 4 A OF CU nCF� 3G Q OF7�.V 5F i9OT A2CH
th /-%LOPOSED T� OF !W1W (6 GF.) 0 3c. �l-02TN QF � g v � O V O 1�eZI b�0 7 /- 90S�B � N O CUL'/Ei2T, R.!5 `EET SOUTH
NO/2ThV Ar p N � S ~ Qr so&7H i2A/6 90.75 FEET
r' v; jWeST 0, �N/G,E RAST 95,
1 � q,� $ v, ti , Ewsr c,,2sOE so ,�/c or o o o 1
�VS� * g \� \9 $ \9 O 1 v i, G n J Zj k i20CHE5TE2 ,4t/E.tJ 5,t
Q `�O Ci I.i \ \ \ \ ` `l ► S cn �' OQ`` '' L N, AlMe7N OF
P/R✓!MEN OF 6y STi
�D
U1
It a t. 1 "r- �i
0�1 p bp��'1 M1 -� .� Q �i�1 V N N K 0 � QQ \ 4.
0 Amo 2 FEET , GDl,/
p
ti
d)o -� zl,
"1 t� ,� M V ti'- (ry G PGFJII- ///9, loY3
<. 1. � 0.5a7o) h h� �• Q �� �� � 50 � '3 1 , h � � P � V h 0' ~�S�-°' 30�� Cs -o �) �s=-o.s %> �' �� ^h 1 ` v^� o o� -, -, � � o � �, p o' , �¢ o � =O. 32°.b) G� h �' D, vj� '� ti �, M !/l x V u' �' `js°�) � �' h^ p b' 7-00.,O1F+91 ,c3E,tJCH�5=o35�� ° %� �j h� _ V , EIJk �` ¢ �, D� � ' , e� S= . 0s ._✓ o F O Tt/
(s=O 3¢�) l 3 l..0' h t �°�) (s- D.3� h 7- P o CC/r9C3 � 2
— � � � bj (s; O. o i Ci GG' � � S/,DE OF f/r�O�v 2A'/T,�G•+
rxtsrw, , ESE Qr ewrl..-ro/T /6"A� GF g E�/ST/.t/�j EGY�E OF �/E?IE�C/T /B .v�Th� A�� � � � � � � OO STA.
/O V G. c
• Pr.= 58.�5
/ �TJGRG �� 1 �c r ��
OIL
91
I I C 0 Cs=-o �`'�'.5 �� Zola%
/(S=-,
� ° � �� � � � k° G ti , 0 M � 0may � 60
C5= d0. 010 . � j 11. s 0.b!O.�58°Jo)l. ¢¢% l- h ~ ^ 0� 47 /V ^� X �' h %� =f0. l-
M 3¢°�0�` (6=0.5¢'�� h h~S-'O. 2% (/J� � � hu -X0.30, �(��iQ o
,Exlsr/,vy *leq 3 �> h C s-
- .
a
1
ti �� �0 e �,, G ,� cl
C, V. ,.r -, -, -, -, -, Si .� ,��.v� k�/�O�
, v. GNU q, A a�( `�U
��' EG;0A' G�� h�i u�o.� �� k' �C �v k./ G• -� 1 V� G G� G, G '1 V v �ti o� ti 'SfI �6O
�' [x� ^ � :` h �C• �v A- .� 1 1 1 ' G X v v '� 40�• /(' �h o �4� � Fo� �v ^ �. � � �
ti^ ^ u. 1� �� A. uti R ti`s ��r' y3 �r' ti� h� h� ti u a 0 titi o� `-
`� V �yWhu
`yo,• k -�E�/sT �4ydTTo,e 71 Plf �•y SGY Lu?B
TOP a� E�c/sT/•c/r�j s c y cum�8 c.F) � �'•
in +'VST. CR 77C
0 eri
1p
r � CC
� 4� + 3 z � 3 Z /,V TER/M .D/!✓ GOCAT/ON To ,6E �PEMO�✓Ev
3
PROFILE
0 4E,e HE ,o/sce�rio,� o� T
HORIZ.: 1 = 40
VERT : I11=4' lags
95 96 97 98 99 100 ti� 101 102 103 104 n 10 106
%J
MQ� � I
CURVE DATA Q o ° �- r� I r- � ' + 8
(/-tel `r
Z� %J +
A SIO' 00 00 10.00 (5.7 I I O.oo �� II rt- n r � , .J aIn o
- � I�� � � �\ � o � � - � Q �. � � F-
h 00
4 V I T2EE5� 3 N f; X - U rr
l,OESTE2LY G FRSE 0 h!. N 3 Q F- 25' o.c. Q N
otic of P,evsEc•r I v ) 2z' >
U, 93 05 2 l 3 . �l ,% �� /Z I' 3 N z � �� / A A 3 E,vsr. s/w / \ EiysT.P w Q
htV v _ a' �r _ !�• - _ - - — - - - — - -_ Ll
h
r
1.
r — M.H4 A—
E,vsT cf ^ ,e ,ow .
--
BROW �� q-r 5 4 �8 N N. 89F27'50� E. `� Io4 8 dos ROUTE —
Or� - - - I - - - - -
y� eelw TD ',se
� _ T -
T T T T
„ \ �� I _ Ex/ST /O z7
( N I N �
_ — EX/S'T. 8 G/4 PEre or�t� it/O. /339, S 5/3Z �,� _,�-A-XIS 6 C/z, _ QST. 8 L 17 PE/� Ocdl.� N(0./339, SHT 4./32 _ L1
la � '�—
w _ - _ _ - - - -- -- _ -- - ----
U
it
_ , � EX/ST. �R�//uvEA.0 ��c/ST iP/l•J � O
ej Z l �X/ST CU,2t//L/NEA,Q EX/ST. /d Ef�SE/l7ErVT EX/ST O�cJ S/OEGvgGX
S� S/D�GeJHLK
LLJ
Z17,14-17Y
Gf�ic/O$Cf�PE
Jl�j 3 p,1R)ocS�GTo -eE C17-)"
� r•.
� �, N ►uf. I- . ISI . I
oIQ v
N J /
CITY
N 3 J 3 v- a0 M a DESCRIPTION OF REVISION DATE APPROVED
\ �
x � k T F A
CITY 0 RANCHO
QQ � � � � � � � ,�, � � � CUCANlONGA
STREET IMPROVEMENTN
E PLA
CONSTRUCTION NOTES DR. 93-05
0 �oA/STier1CT C0AJC2ETE AA10 c/UTTER (8~c.F)P�e C/ry s7V. /o¢.------ 947 L F. S S19WCUT R,vo R�/n0% Ex,ST �����,�r--- ----- � G.� SAw� ARROW ROU T
0 tad s. ,eE/r�ovAG
OCOAISTWr-r CU2�//G/AJEAi2 s/oeWt9lX PER C/TY SM.. //9 9AA0 /03.------- 3,765 .5., O /=20TBGT /Av /�C� STA. 95;35.37 TO STA. 104+82.37
2 qA/0 AS v1/�CrE.v /,v 7H6 F/EZ-0 By 7PE CITY /.us,o�CTa2.
O CO,�/6T/Zl1CT ¢�� A.G. OVER /O~ f/!3. ----- ---------------- -----/5, 87Z S.F. �� �LH.c/T STREET T2EES PE2 /c/07FS, 5HEET / -- -- -- -- - -- 35 TACH
APPROVED BY.' / /� l DATE. II-1
-- - - ofEss�o % �,�t-�,/C� ��; ` RC.E N0.24953
® REMOVE EX/5T/�l/r7 2"rr Lii Rl->P IOOO /-/ ,#90Ei2 ---- ------- ------ /c37 [..F �'OAA5T/zUc'T Ti9P�.e CF/0 C/7Y STS ¢D!o -- - --- / Z-OcATio.0 SCALE: 1"=40' ���o �I1��� Des cN ENGINE! � C
— ———— -- —--—— O rMz ICT CR r0,q /9.s/0 L OCfjL OF/�i� �i9G'f� y c��' HEAL �. `�I / ;I,1 I I I�A I V I I V I E I� RECOMMENDED
�.F ,vs ssia� _ _ /
uTT .rniw /VF!✓ A.C. TO E/C/5T/N 2A/ �D ,E /03� f - -
y 5T yHr �Z cued /,t/G6T. COAht/ECT/O,c/ Ta Ex�sr/tiy S,-o,�M : No. 16757
CIVIL E N G I N E E R
S DRAWNSHEET
6� N HE / OF P(Ail./S.
�D R/ti/ S _ ,oETH/L S D ET Ti'�/ESF
GOot/sT,eucT pr2ivF APP20/fCN PSR cirY sro /o/-c - -------- ------ 403 s.F. '� - * Exp. 8.30.93 * 392 S ARROWHEAD B-2
SAN E ARDIN909 889 9057 2 OF 3
Co — ` 4r
5 EA E Of CA���O CHECKED ,,,� R.c E. No 16 757 DRAWING NO
6Y S.C•E. 1 PR/,o �,C H�vU 00010 Or gy rFID Sy L�VEGoPEie
N.L,S. DATE O 3 EXP. c, 3o 111