HomeMy WebLinkAbout425 N' X 0
X320 �- � - T CH
E I 2 p0% ..� �. a v o BEN MARK NO. /63
I FUTURE TOP OF WEST CURB i O a q a tb O BRASS CAP MONUMFNT IN TOP OF N. END
♦ h
h • °� Ci v v �? i OF CONC. CUL VERT AT THE NOR THEA5 T
f NAT, GROUND AT W, R/W LINE ��j v •v CORNER OF BASELINE ROAD AND ET/WANDA
ld
A VENUE.
1
EL EV. 1297.297
•/� ti Li j R=
621
f,
I
i
t
QUANTITY TIMATE
200' V C.
P. /. _ 15.98 `� o /. 532 L.F PC C. CURB 8 GUTTER.
F3
Li 2. 10,052 S.F. 3 "A.C. PAVEMENT.
o m F/A PQVEIVENT AT �` N W W
3 505 L.F. 2"X 4 "REDWOOD HEA DER.
o v
4. 336 CYEXCAVAT/ON.NATGROUND AT e
S.
STRA/GHr GRADE TO A.C. DRAIN
2247 S•F 2 I/2" A.C. PAVEMENT DRAIN
r
N
��_ O h ttj .i •I h
* I W 6, 327 L.F 8 A.C. DIKE
+ 7. 2 EA. S TREE L IGHTS -5800 L
T2 W
i f
o I
1300 - 1320 _
200 ' V.C a
P. = 15. 81 2,00% o dQi
�'
cn
`
TOP OF EAST CURB o
o NAT. GROUND AT e. R/W LINE
c� / cy
39 9 //2 1 L=84.14 f
- o
STRAIGHT GRADE 7D A.C. DRAIN
v
I
/300 «� _
N 200" VC. i
`-f P./. = /5. 99
Os j
PROF/LE SCALES 3 -
HOR/Z: / "= 40' '
�- ! VERT. / = 4 I
1
1300
1
O
/ -.. ..
,
�h0V• FL. OFD/RTSWALE EUC. TREEfY�V �AR73' I90'E. G�'D/7Z'�•1 30 30
GENERAL NOTES
F• , AND RUNS EAST I i 8 18 Ipi �V /. ALL WORK SHALL BE DONE/N ACCORDAACE WITH THESE PLANS AND THE CITY OF
" � '� Z RANCX CUCAMONGA STANDARDS AND SPECIFICAT/DNS. THE CONTRACTOR SHALL
Jo, ( ---�— i I } , J BE FAMILIAR WITH AND RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS
W 1 9 9' AND SPECIFICAT/0415. -
WOOD FENCE J , — 17' N ANY CG1/TRACTGR PERl-URM/NG WORK ON THIS FROVECT SHALL FAMILIARIZE HIM
-
JOIN NAT. GROUND 0.29 — O• 0.29 _ / SELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACIL/TIES RESULTING DIRECTLY OR IND/RECTLY FROM HIS OPERATIONS.
3 3.
5' 1 /7' MSN A PERMIT WILL BE REOUIRED FROM THE CITY OF RANCHO CUCAMONGA EAG/NEERNG
� � 1 -� �--- — 8 CF . ,-� � DEPARTMENT PR/OR TO ANY ENCROACHMENT OR CONSTRUCT/OYd WITH/N THE C/TY
OF RANCHO CUCAMOVGA EASEMENT OR RIGHT-OF-WAY.
4. SHADING ON STREET PLAN INDICATES A.C. PAVEMENT TO BE /NSTALL£D.
�lV —-J NAT. GROUND ''' l�j 5. C/TYAPPROVAL DOES NOT /11cLUDE EST/MATE OF•OUANT/T/ES.
�O� WIRE FENCE CONST. 3" A.0 PVMT• 6 ALCOU47ESTAKES SHALL BE SET BY 77-E ENG/NEER TO ENABLE THE CONTRACTOR TO
v 3 W COVSTRUCT THE WORK TO THE PLAN GRADE.
Li t� CONST A.C. DIKE PER " „ OR AS REQU/RED BY
Q�Q + STD 410. 313 FUTURE CONSTRUCT/ON INSTALL 2 x 4 7. SUBGRADE STAKES DRIVEN TO THE PAVEMENT SUBGRADE ELEVATION, SHAL4 BESET
J" SO/LS REPORT BY THE CONTRACTbR OR ENGINEER. THE STAKES• WILL BE SET AT ALL HINGE, EDGE Cly
PAVEMENT AND CR(XVN POINTS W/THN 0.0/ FOOT OF SLBGRADE ELEVATION AND NO T
toX LEVEL L/NE Q 47 R/W HEADER MORE THAN 50 FOO T INTERVAL S. ADDI TIONAL STAKES'MAY BE NEEDED A T WARPED
CONST. PCC CURB
OR V2 RT/CAL CURVE AREAS. SUB GRADE STAKES SHALL REIN PLACE PRIOR TO PAVING
0.2 AVG, TO PERMIT SPOT CHECKING OF SUBGRADE BY INSPECTION PERSONNEL.
J ' �_4 8 GUTTER PER STD.NO. 302 8. COMPACT/ON TESTS OF EMBANKMENT 091/57RUCTION, TRENCH BACKF7LL, COMPACTING
�a O ~ Q W 2:/ ST�RA IGH T TYPICAL SECTION ORIGINAL GROUND, AND ALL SUBGRAOES SHALL BEfERFORMED AT NO COST TO THE
O O ZI TING _ GRADE- 49o' C/TY Of-RANCHO a1CAMUI/GA. A WRITTEN REPORT W1 TV THESE COMPACT/OV TESTS
S NAT. GR6WD �, CONST. 6�R/P F V PECAN S TREE T SHALL BE SUB BITTED TO THE CITY EAG/NEER FOR APPROVAL, PRIOR TO PLACEMENT
O W O oU SE 2 //2 TH/Ch A.C. PVMT. O BASE MATE IAL S AND OR SURFACINGrz .
v V� Q ~ 9 TYP/CAL SECT/ON- 9 ATCOMPLE77ONOFPAVJNG, A MATERIALS REPORT SHALL BE Ste4flrTED TO THE CITYRAC DRAIN (EIC-11T,10,11�WLY 201 _ NO SCALE ENG/NEER Ll5'T/Mi ALL 7FST DETERM/NAT/OVS COMPLETED TO VERIFY
c O\ O �a 1 (A) R-VALUE SIEVE ANALYSIS AND SAND EOUIVAL ENT Cly AGGREG47F BASES
\ NO SCALE G X PQ (BI STABIL/TY, OL CnW 7FNT A/10 SEVE ANALY95 OF ASPHAL - RAF ACING.
J O W� � Wzj: 1 , LOOK/�!G WCSrJ Q� o� y /O. WI EN ASPHALT CQVCRETE IS PL ACED ON NAT/VE sox WHICH CONS1575•CR A ROCKY MATERIAL
Q O-4 W 30B O\0 THE StEGRADE SHALL THE SUBGRADE A/l0 AL LVOIDSPARED BY AND DEPRESSS�ING S SHAL L BE F/LED WICH ITTHT A F NEBOIE
W �rtitt-j �_ FUTURE CONSTRUCT/ON R G O GRADED M47FRlAL OFA OUAL/lY BETTER THAN THE NATNE MATERIAL.
L'jQ S To A.G. DRAIN- GRADE FUTURE PECA N STREE T �i�,,15�• !I STRUC7U�L S CION SHALL JE SUBO177E BY THE 7 RACTBETNGI ER TO E DCITY
f - -- - - O FQR REV/EW AND EVALUATIOV. APPROVAL WILL bEGIVEN WHEN ALL STlitC WAL SECTIOJV
co � - g5"W
PECANS
TREE T / INSTAL L 2"X 4 " R/W HEADER REOU/REIYENTS HAVE BEEN MET.
ILI 82.57
CONST 3"A. C. PAVEMENT
INSTALL ,
OQ 5 F CONST R C.C. CURB a GUTTER PER STD. NO. 302 R = 38
NA ME SIGN 229.05' 124.07' 54.75 =32jS �;•6 d = /26°521/2'
0 1•' 60 k\ \I'- INSTAL 2 STREET LIGHTS- 5800L AT _o v QOff. G <;gsB L - 84-14
5. F S TA. 2430 AND STA. 4490
R= 62 ' x Q�
v rk
J= 36°52'/2" 00 h Q
W + L= 39.90' + PARCEL /
EX- TREE ROW j o O W
PARCEL 4 PARCEL 3 PARC 2
CITY OF RANCHO MCAMONGA
V/CTOR/A AVENUE
40 PLAN AND PROF/LE
V
b/ ; 7 NAT. GROUND i , OF
SLOPE
(MAX.! I ( 026
LEVEZ LAE � SME ELY S/DE PECA N S TREE T
sP RR.
'S �— STRAIGHT OAK Sr VA NORTH FROM OAK
MAP NEE.�383
GRADE 4 x t APPROVED BY DATE
2 112"AC. PVMT � �
3 � '
PLAN SCALE CITY ENGINEER R. C.E. 23889
TYPICAL SECT/GYN „ DES/GNED B BYRON B JOHNSON JR• ECOMMENDED
A.C. DRAIN O BASEL/NE Roan and ,1
L.Q.M. S•11.83
/FOR WLY20EONLY) DRAWN BY PHIL K. MOSLEY
NO SCALE SHEET
VICINITY MAP CIVIL ENG/NEER/NGQ SURVEYING
`
NO SCALE /033 E ROSEWOOD Cr,MTAR/O,CA / OF /
CHECKED 8Y (714) 984-4702 91764 &9A WING NO.
`o o �.RCE. NO. 12492
E 425