HomeMy WebLinkAbout375 CONSTRUCTION NOTES FOR STREET TREES:
-7
7�77777i-
4/2 *at (Typh)
I -i I 777t'_77
....... I T b I ANU At(
..........
I ALt V REE I U
4M SIMI *E PtAN1tD ANt Si* Ul'N' U'
L
4
SPECIFICATIONS, AS PROXIMITY TO HARDSCAPE DICTATE& NO STREET TREE SMALL BE
7-T
PLANTED WERE T14E CENTER OF THE TRUNK IS CLOSER THAN THREE FEET (31 TO THE FAdE
.. ..........
4
CF CLIRS, EDGE OF SIDEWALK OR FACE OF WALL. UNLESS OTHERMSE NOTED.
.......... .... ... ..........
4
...........
AGRONWC SUITABILl
7 W ,
�T
OiRmv ime CEMEN OF ANY PLANING, A14
t<
SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY LIN
IS% 1 . 1. 1.1-1� I 1 : � ::�� �,�. i-- � I
0 0cc, OXICITIES
+ AJ
USUAL
ED
t3 MUTRIENT DUTCIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMIN
A
(0
BY THE CTTY INSPECTOR.
Nz
In
............
F--
L
...........
J. . ..... ................ I-E
..........
ECTION MD -ACCEPtAkt-
_7
to J\ E
DIMSION,
oil J,
4� MtEf Aft tO hE 0EK PU1_WJC
17 7
Q ......
7
194
-T
. ..........
_T
. ............
65VNICIN : A-A
4 --
7v S 11REt I 80TANTC-At2/cbmmoN NAME OTY.
TR 6TWELM 0V50kft sih4dL
SP
NAME
O.C. Mtn.
saw
3 ST 6 AT 33' e457' -0,- it
Q A7 -3 ecA
(n
A SAPPHrRt PtSTACIA PISTACHt 2 30
eX15T 70,""Oa e4lC?5
lie i
els
V�r� 6RWW Ok v A�lw tioll i1c x 147 TIE! STREET
'KEITH Dkv`EYx
iS 1UL
.............
CIZIA,
31 FROM EDGE 13F APPRVACH hT SIDEVALK I i-
10
1:11, Av
ANEA K 9M EDW OF PUW J1
:d,
-k-P-A-WE-D-WITH 4' PCC ......
, , %_
M
A
A
..........
"" A........ ......
I :q
J il
J
4 .............
En W 0yrRFUN
KAY MV 1*1 YE APPRDACH (TYPI CAL)
TV; -
A
4-v
04 VWY 01 41 14.
tn
...........
444
7",'1"
A ly
J,� :� __� I ,
q
.............
__q
A4 4
.10 1 1.. .", -i_ __' -: : ff q : --- , :__ t � i.:::,
4
q ...............
i-- ... ..........
7"
4 j
..........
4u
*4 Q
t
v.............
.......... A
t
A7,
..............
�J
........... .......... ...
4.:
4
[7 -4.
f
'A
.:7-1,
LE
..........
.......... ..........
............ ..........
........................ . ......
......... ...... i 7- 7- i-
...... 14
4
A
/2\
.4 . ........ . ..........
.. ........
A
............
........... .................
171, +
. ... ....... ......
............... . ..... .......... ....... ......
..........J'-J,_,__.,..__L
...............
.. .........
.. ........... ...... ...... ... ......
.............. ......... 4
J
..........
............... "A
..........
..........
.......... _Z .............
.............................
GE'ii RAL NOTES
4..................
:4
AJ LL
-A
........... .......... ..........
__V' ra Fo
..........
.............. —-------
......... ............ ..........
SHALL DOW IN ArCORDMKT W I TH THESE PL AWS 1117 CITY Or RANCHO CUCAMONGA STANDARDS AW1 TIT S TA10411 I SPEC,IF I C AT I ONS J.
JLL: ............. -,
AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE ------------ ................... Z
F OR P UR L I C WORKS tONSTRUC I ION 1979 EDI I
L
..........
E
.... ......
......................... ------- ... .........
..........
.......... jr.......
..... .....
.......... --------- ........
............. ........... ------- -
f: .......
q
ija ..........
�4 , rL* . _� I_-
7
""ALES v
OW NS N :*: :: e, — A I E
...........
TELEPHONE OR POWER POLES, WATER ME TER, VALVES, HYDRANTS, ETC., SW" OR WIT ................. ............. pr_:::�
2. ALL PIPELINES OR $UBS TR UC I URE S OF ANY K I IM A NO p
I MPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR E OC TED ::EE v
R I""
R L A
AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
3. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AN) PAVING REPLACEMENT IN CONNECTION WT TH SEVER
AM WATT I? L INE .......
L BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT THE COMPLETION Of PAVING AND SHALL BE ACCOWLISHED IN Z7_17 - 7
9 REVISION CONSTRUCTION NOTES WANTITIES
COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. to P L
WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL HE REQUIRED IN ACCORnAN(:F WITH CITY OF /Z 006pe-e evWu-r + C&9AI5;r 4'4.C. APY0,0F 4" CL Z A.8. OVZ7.AF 6 rR ZO /zoto Sir
SCALE 4
M ND
lk //-- Oc Z4"_-uAe6 2 ca"sr lz* oe.we-.c. Ppe.,r orp Pozr tie leae
5. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HTMSEILF WITH THE SITE AND SHALL BE SOLELY Rr- - db 04 Iha l-I A4Aee&J!!
am -r
.,PDXSMLE I OR ANY -A%6-- 7-o A�,a-r-- —AvF 1-f49 V0 e-rl 0 r 4.C. Plel ve W,4 r OPP Jr de
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE �"OWN 4KC..F.-
cm/_157 4 1,'a A 4 ve Arzljr r' 4.c. A,,;,11c Or
co/-/s r 4:�Ovc e z 4 r- x,,e4 r11,ee ro -ro 400 01 Or
6. SHADING ON STREET PLANS INDICATES A.C. PAVERENI TO BE TVTALLED.
7
P PUE5LIC T;Z CA 45 -R4r1_0 e A IrE Awrl 0 r ^14 1Z 40 0
7. A PERMIT WILL BE REQUIRED FROM THE CITY Or RANCHO CUCAMONGA ENGINEERING DEPARINEIVI PRIOR TO ANY ENCIROACRMENT OR CMSTP,-'110% e J_ X — AIL rA.
6A 4.VA&6
PL
NCHO CUCAMONGA EASEMENTS OR RIGHTS-4-WAY. WN7 t:R DPAW*& /z, C4 4 Y 514, 101-A (fimn!5*r-le Heil 6 Trail-PrT�UzrY
�4 ---;pr4-V'r 10 6 co Iffy 01 or
4.1A.46 p c-.c. �r ne r 40Y",orz O'W P4tC--X'X-X*C rlOde dpAF-0e 07P 9/4
E E E ONUCT OR >1
k be'W W4 r ra ee.4 P 4 7, o t/ Af4.r. der4RIAw r owor eor e/14- wle-,e a,.4.a rv�v.
7A "0 ux
lull, N�
BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUBARADF ELEVATION AND AT NOT lio-ICC— N * \J \J
r THAN 50 i0OT e AJ 'U q -,I I P
1z 1z :K--4
ADDITIO DED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRAD[ STAKES SHALL BE IN PLACE PRInP TO %i 4 -\*1 - U_ - PLAN'r i5T- T'Rgrj� p5R L_r-_(;;gt4V j4r-,Pr--ot4 2 OA.
INTERVALS. 61 111 -0 o I. I W \ ,)�
I �i \J \14 -0 c 4 -r/!50oo LUMP:#4 W1 6 Fipb'r"A 6r S.C. A A
N
t-, N lv)o 14C
*-MAD[S SHALL BE PER-
S OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL S iili 4 N II46,T�jt_L sr
It +1 co
Dff�,16 - I C0oRV1t4A77a0 8Y PEFYa1-0Pj5Fz WH- DIN. 7-0*00117�z r-60ti -VF5P-LFFCT`0R 0 F-C-7,9:r
r f2 PF-P CITY S-ro. /01-A
�r J q ON +H4 CON57- 4' GID5LJ,4L1Z
FORMED AT NO COST TO THE CITY Of RANCHO CUCAMONGA. i4i �J k- �z
A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO HT W kL q 110
+ + 0) CoAl5r OVEPFLOL-J V_P;-Ft-PC7-.btP1 PSM DPTA(t, /-10PE:-:F0N
CITY ENGINEER FOR AP E B J 00
- IT
12. AT COMPLETION Of PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TEST OR DETERMINATIONS 0 14 rn�L_ PA1;?WGJ4)( 15,e:rrLJ4e7rM DPIV65 Al"P120,41c14 W P P.C-C.
+ _5
COMPLETED TO VERIFY: N -a JEW. avewj 10 e Aov_e_ASSIZ:Ae AvaAD
7 ze4or_47
-VALUE, SIEVE ANALYSIS AM SAND EQUIVALENT or JIGGREGATF BASES. 13 1� 11 1, A&I-1- 15 ---,,C0N5r YA120 I)PAmJ 0L477L_,57_ P97-P CJTY SrC).
(A) R 2ce-fe(o JorN CAI
PAW r 9T PP I y-�T
NALYSIS OF ASPHALT SURFACING. 13 Q 44 . w AIL oPivrz APPROAc-H
.1 12 TR
13. WHEN V11
L
SHL BE PRPAqED BY REMOVING I
7
U ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL Cd ICA TV r L_1 L .1,
VI
ON OF'ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STITUCTURAL SECTION SHALL Of SUBMITTED BY THE M%'T
A5,Ae 72FACT vv. --V,93
F W AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION RFQUIRE"EhIS i �W _ 7- 1Af,,0,f 0 V6M- 6X-17265
HAVE BEEN MET. (P
k ;� 0 0
IQ 6 ; .... \ , �13%2_ 0 lrlsk"Viff ex. Af4o(?.A�ele_5 L
NOTIFY THE CITY OF RANCHO CUCAMONGA AL LEAST TWO WORKING DAYS PRIOR TO COMMENCEMENT OF WORK AT TELEPHt,--'.L 10 - i
7Z7 ::./r
% 30 13 15X- DAM. el PC D1rC11111_6_"-0v6 aAU)o0A1_1 S7"
L TO \3
PLANS DOES VT RELIEVE THE DEVELOPER FROM THE RESPONSTHTLITY FOR THE CORRECTION Of fRROR AND OMISSION elvlz \3
e4lj,21.1 .(5,)1./V`,edPLhJ57' rD e,04 06)
4n re'd 0)
DISCOVERED DURING CONSTRUCTION. 0
UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
7'
1-103 7;W
FOR APPROVAL. -3-7
17. ESTIMATE OF QUANTITIES IS PROV1DM BY THE ENGTWER ORLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONFRACTOP. SHALL MAKE
HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM Of WORK REQUIRED BY THESL PLANS WHI," IS
NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WnRK. le1w z VICIA117Y AJA A-I'
18. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS OR USE UMkR A.C. AND TFZ -,rj \1(C), Ajor 7-o -9 CA 4 67
NG.
P.C.C. SHALL BE UNIFORMLY APPLIED AT THE*MANUrACTURERIS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVI
NU
Oj0 F s,)"
ro
S A P P H R E STREET
�b 3-27-9&
U
r ADD Imppovallot4re, oN a)4,;T- 1i1D6-. cxF
ON
Cn STRLJCTTV NOTES SAPPHIR6 r-PX4 GrA. 2Co+0r,&±-r0 204f34
4.?31-9i
.4 ell
C AWW 19 V- JF OW F.4 SIPOr 0-r
Aw"T4. Cf-o OiF t9v 're rf.o O�F.Z 7 fz/71 1?2-
r CONSTRUCT ROADWAY PER TYPICAL SECTION SHOWN.
CITY
CONSTRUCT ASPHALT' CONCRETE D IKE eil::5145 A-1,0 DESCRIPTiON OF REVISION DATE APPROVED
17. SPEaAL NUI E FROM PMVATE ENGTN M, TO CbNTRACT(M
Contractor agrees that he shall assume sole and complete responsibility for job site
A e. #vdVeaek1r
ditions during the course of construction of this Project, including safety of all peasmis
CONSTRUCT TYPE -N' MARKER WITH V157 SIG Con CITY OF RANCHO CUCAMONGA
22 ' _1AjvAf4-rr=!!> .4.e. oV"1_A&J and property; that this requirement shall apply continuously and not be limited to normal
/Z
working hours; and that the Contractor shall defend, indemnify and hold the Owner and
14
ENTIAL DRIVB-IAY APPROACH PER STD. NO. 305. Wd=18.501 the Engineer harmless fron, any and all liability, real or alleged, in connection with the A>A A='C,F4 AfA,4=P ff
RZA A/_S
AeA X 4P 14 1 no 0- e'171fP"M&v&1 # performance of work on this Project, excepting for liability &rising from the sde neigh 1A fRAFIV V4,fl 45Z�7
e,-e-v Sence of the Owner or the Enginm.
_AdfA)? W C. _r4l- 7-0 SA PPIVIRE- 9 T
01
L
bk; PM MARK r19 Z11Z.0 AJ1!MCrq 0,V 4- em&,-iAv �vr
CCE N 461
'00'r C ne-�6 armt CITY NCH PAR%
H , C CV
1���
,,�r 57Z? _X-014 .,(/7 R.E. NO 23889
U I T
6ALIeUr 7-z7 ESTIMATE OF OUANTITIES -_ - / -V--V-
'e &-dAJ E-7eAl&AIT NOTE TAC 114 TOP OF CURB AT 7EM DESCRIPTION QUANTIrY UNIT REMARKS DATt
N kB ASSOCIATED ENGINEERS
zz
7-YR ICA L S S-e r/0 A/ I CONSTRUCT a,__LTh!CkA.0. PAVEMENT I S.F. PEI? IYMPI SEC'�' 04 316 EAST "E" STREET
ELEV. '926.53 2 CON CURB & 241, GUTTER (Pr'L. GUTTER jRkN�J. 2 13 L.F. 304 ONTARIO, CALIFORNIA 3NETT
scc�� la, 110no .-d' k6�-e
3 CON'STPUCT VARIABLE A.C. OVERLAY, I' 44AX. THICKNESS 31189 S.F. M. P YUkon 6-51818 cw--L-
4 CC11STRLXT MARKERS , TYPE "N" WITH W57 SIGN I E4. PER STD. eo . 4-03 CHErKED R.C.E.NO. e361 -NO
9 _C3 STRUCT 0" A.C. DIKE 12 B, Co. STD, I i7 P 0. DATE VA 0— 375
L IR MOVE A.C. - 21
Ox"
A
7�