HomeMy WebLinkAbout2505-DPRIVATE ENGINEER'S NOTE TO CONTRACTOR:
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SCALE:, 1"=100'
0 EXISTING SURVEY M NUMENTATION:
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE
DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD
ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS:
LA..
FD, 1 I.P., L.S. 5308, PER P.M. 9349, P.M.B. 128/7-8
06 LIS. 5820 Sl
VIATIGNS: ABBIKE
08-2919 Q-,
DATED: L.S. 5820 APN ASSESSOR'S PARCEL NUMBER
R.C.E./L.S. NAME AND LICENSE NUMBER BC BEGIN OF CURVE
BEG. BEGIN
PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER BONY. BOUNDARY
RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH B.O.P. BOTTOM OF PIPE
MONUMENT SHOWING THE REFERENCES TO BE USED TO REST THAT MONUMENT AFTER C�L CENTERLINE
COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY, GMp CORRUGATED METAL PIPE
CONC. CONCRETE
EA EACH
PRIOR TO OBTAINING A CERTIFICATE OF -COMPLETION FOR THE PROJECT, A COPY OF THE EC END OF CURVE
CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE EXIST EXISTING
SETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS FG FINISHED GRADE
AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 'INV. INVERT
LF LINEAR FEET
_MH: MANHOLE
OPL NO, ILS NUMBE
PM PARCEL
MAP
DEVEL ER: SOENG! NEER
NEW WEAVER LANE, LLC LGC VALLEY, INC. PM8 PARCEL MAP BOOK
I
701 S. SAN GABRIEL BOULEVARD, SUITE 0 285312 CONSTELLATION ROAD PL PROPERTY LINE
SAN GABRIEL, CA 91776 VALENCIA, CA 1355 RCP REINFORCED CONCRETE PIP
'(909): 973-699(661) 702-84-74 SF SQUARE FEET
TR, TRACT
TIN TOP OF WALL
ENG: NEER:
Al I ARI FNr.INFFP
168-66 SEVILLE AVENUE
FONTANA, CA 92335
(909) 356-1815
UNAUTHORIZED CHANGES AND USES: PASIS OF BEARINGS:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE THE CENTERLINE OF CARNELIAN STREET
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL CHANGES TO THE BETWEEN HILLSIDE AVENUE AND ALMOND STREET
.PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BEARING BEING NOO'36'00-W PER PM 43/41.
VERNE
CLAREMONT
POMONA/
PROJECT
LOCATION
PIE
1 D ILLS! E ROAD%I
RANCHO
UPLAND CUCAMONGA"
MON' TCLAtR rZI 1,AqTl
CHINO
L N MAP
aCAT10
140T TO SCALE
CONSTRUCTION NOTES: QUANTITIES*
INSTALL 42 RCP (D-LOAD PER PROFILE) 732 LF
(D—INSTALL 48" RCP (D®LOAD PER PROFILE) 8 LF
(i)�CONSTRUCT MAN -HOLE NO. 2 PER CITY STD. 319 2 EA
Ty 2 EA
CONSTRUCT HEADWALL WING TYPE PER SAN BERNARDINO COUNTY STD, NO, 209
CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 5 EA
(_6)—CONSTRUCT TRANSITION STUCTURE NO, 1 PIER CITY STD. 334 1 EA
�7CONSTRUCT ENERGY DISSIPATION CHANNEL PER DETAIL ON SHEET 3 1 EA
(D-INSTALL TRASH RACK PER CI STD. 312 1 EA
9 INSTALL RIP�RAP (SIZE PER PLAN) 377 SF
CONSTRUCT 1:1 SLOPE 6" THICK CONCRETE MAT (560-C-3250) WITH 6" x 6", 1.4 x 1.4 W.W,M.— 714 SF
11
CONSTRUCT 36- CSP DRAINAGE, IN -LET RISER CONNECTION WITH 1 EA
RISER SAFETY CAGE PER CALTIBANS STD. D938
THE QUANTI'RES SHOWN HEREON ARE FOR PLAN 'CHECK AND BONDING PURPOSES AND ARE ESTIMATES ONLY. THE
CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
LEGEND -
TRACT BOUNDARY
STREET CENTERLINE
PROPOSED PROPERTY LINE
------------
EASEMENT LINE
4 nAf
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED STORM DRAIN PER SEPARATE
PLAN AND PERMIT
PROPOSED STORM DRAIN
PROPOSED SLOPE
PROPOSED DG EQUESTRIAN TRAIL
PROPOSED CONCRETE SIDEWALK
PROPOSED RIP -:RAP
PROPOSED GUNITE
PENCHMARK:
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 101108
2"' GRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO
CUCAMONGA BM 10108 1987"' AT SOUTHEAST CORNER OF HILLSIDE
ROAD AND CARNELIAN STREET, AT END OF CURB RETURN.
ELEVATION =1943.723
SH5.-T INDEX
SHEET 1 - TITLE SHEET
P
PLAR AND ' ROOLE
SHEET 3 - DETAILS
J.
No. 36052
mmomsm
CHECKED
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INSTALL 42- RCP (D—LOAD PER PROFILE)
INSTALL 48-' RCP (D—LOAD PER PROFILE)
(3)—CONSTRU'CT MANHOLE NO. 2 PER CITY STO, 319
4 CONSTRUCT HEADWALL WING TYPE PER SAN BERNARDINO COUNTY STD. NO, 209
Z) CONSIRUCI UUNUHtlt COLLAR PER GHT Z5rlu- JZ9
(D—CONSTRUCT TRANSITION STUCTURE NO. 1 PER CITY STD, 334
&—CONSTRUCT ENERGY DISSIPATION CHANNEL PER DETAIL ON SHEET 3
(D—IINSTALL, TRASH RACK PER CITY STD. 312
1 kINSTALL RIP —RAP (SIZE PER PLAN)
10 CONSTROCT 1:1 SLOPE 6" THICK CONCRETE :MAT (560,—C-3250) WITH 6" x 6", 1.4 x 1.4 WXM.
i—CONSTRUCT 36" CSP DRAINAGE INLET RISER CONNECTION WITH
- - - - - - UKAIN ItAZr-mr-111
3 K P /1
RISER SAFETY CAGE PER CALTRANS STD, D93B
C , A P, 1
EQUESTRIAN -
PEP SEPARATE
PERMIT
DETAIL "B" -
DETAIL "A" - ENERGY DISSIPATION CHANNEL
SCALE: 1 "=5'
�lplrjll lip �11111
Ell
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lE, MONOLITHIC.
COAkERS 30 DIAMETERS
2 *4 OR 5
<S;E NOTE 2
94 OR*5 12,
�04- EA. WAY
wrez
IREINFOKWIS DETAIL
m
TYPE
COVER'
USE
I - A
dl= 1-11:12' -0"
----------
+ 1/2"
-------------------
16< v <24
---
- B
Idl=
.....
2'
+
It - A
dl= 2"
---------------------- ---------------------- — -----------
2 4 < v < 32
11-8
dl= 2-1/2" -0"
III - A
dl=, 2-1/2' -0"'
+ 1 /2"
------------ ------------------------------ l--.---.--
3 2 < V < 40
III - B
dl= 3' -W
+ 1/2'
IV
SPECIAL DESIGN --SEE
v > 40
PLANS OR SPEOrAL
PROVISIONS
4it, d2 = 1 /2 INCH
HIGH GHLORIIJE, HIGH
V
MINIMUM ADDED TO THAT
GROuNDWATER, OR
SPECIFIED IN 207-2.42
MARINE ENVIRONMENT
fA) "V" IS AVERAGE VELOCITY, FEET PER SECOND (FPS).
(B) "All IS USED WHERE DEBRIS "IN FLOW DOES, NOT OCCUR.
fC) "B" IS USED WHERE DEBRIS IN FLOW OCCUR&
(bliNCREASED CONCRETE COVER IS NOT CUMULATIVE WITH THAT REQUIRED
FOR MARINE, HIGH VELOCITY, GROUNDWATER, OR CHLORIDE ENVIRONMENTS, BUT
SHOULD SE AT LEAST THE GREATEST OF ANY OF THE REQUIREMENTS.
(E) , d2 ' IS APPLICABLE ONLY FOR TYPE V USAGE,
(OFOR VELOCITIES LESS THAN OR EQUAL TO 16 FPS AND FOR NORMAL
ENVIRONMENTS, CONCRETE COVER SHALL CONFORM To suiBSECTION 207-2.4.2.
NOEX NUMBER 0-4;11 'SHEET
SiTA:INDA:RlD PLA:N N:�0, S-241-0 2 -1 2
NOTEls:
1, PEADWALL SHALL 'BE CONSTRUCTED OF
CLASS A CONCRETE.
2. PEINFORCING STEEL SHALL BE NO. 4 BARS
FOR "W" UP TO 60'. ABOVE "W"=60' NO.
5 OARS SHALL BE USED. �2" MIN
CLEAS!AMCE,30 DIAMETER CAP, ALL STEEL.
3. ADJACENT SLOPES SHALL BE IT' TO I
OR FLA"l-IER.
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL CENTERS I Z/3 DIAMZTERS
APART,
S. ALL ESOP 35ED CORNERS TO BE ROUNDED
31e RADIUS.
a. W SHALL BE -Aa-D WHEN MULTiPLE
PIPES OR PIPES ON SKEW ARE USED.
SECT[ON A -A
ife dme, h\Newland Homigs\Rantho Cucamango— Trad No 2009
SHEET
oF 3
V
D' ING NO.
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