HomeMy WebLinkAbout1715GENERAL NOTES
I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION CURRENT EDITION, INCL -UDING ITS ANNUAL
SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL BE FAMILIAR WITH AND
SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND
SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT
SHOWN ON THESE PLANS WITHIN THE RIGHT -OF -WAY LIMITS OR IN ADJACENT
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED,
REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST
TO THE CITY OF RANCHO CUCAMONGA,
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON
THESE PLANS,
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR
CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR
RIGHT -OF -WAY.
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER.
PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT
POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE
THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED
BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS,
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,
COMPACTING ORIGINAL GROUND AND ALL SUB - GRADES SHALL BE PERFORMED
AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR
APPROVAL PRIOR TO fHE PLACEMENT OF BASE MATERIALS AND /OR
SURFACING.
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS
COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT
PAVING.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE
SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR
DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, SIEVE ANALYSIS AND
SAND EQUIVALENT OF AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS.
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11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS
OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A
QUALITY BETTER THAN THE NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB- GRADE, A SOILS
STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE
FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE
OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION
OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE. ESTIMATE
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401
SHALL BE CONSTRUCTED AT EACH INTERSECTION.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED
DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD
FREE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE
CLEANED UPON REQUEST OF THE INSPECTOR.
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 4B HOURS PRIOR TO
EXCAVATION.
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
A. GENERAL T- VERIZON 1 -800 -483 -3000
B. SOUTHERN CALIFORNIA GAS COMPANY 1- 800 - 427 -2200
216 N. EUCLID AVENUE
ONTARIO, CA 91762
VALLEY
C. CUCAMONGA COUNTY WATER DISTRICT (909) 987 -2591
10440 ASHFORD STREET
RANCHO CUCAMONGA, CA 91729
D (HAWS CAB EVISI N SCE (909) 987 6275 (909) 357 -6231
10908 CMT.Hi l BLVD. #120 7951 REDWOOD AVE
RANCHO CUCAMONGA, C 91730 FONTANA CA 92336
nrrv�, ,
E. CHARTER COMMUNICATIONS (909) 880 -0220
�� SEWME ALMT 4240 HALLMARK PARKWAY
SAN BERNARDINO CA 92407
C L: raL FTfE
1 -8000
227-2500
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ll
no mama ais agvE pw =
PACT KlOm 159112
S RFF i IMPROVFMFN on PLAKIS
GRAPHIC SCALE 1" =100'
100 700
NOTICE
CONTRACTOR
THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES,
STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE
LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE
MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER
ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE
LOCATION SHOWN.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ALL UTILITIES SHOWN ON THESE PLANS AND /OR ANY OTHER UNDERGROUND
UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1 -800- 227 -2600 AT LEAST 2
WORKING DAYS PRIOR TO EXCAVATION.
EXISTING SURVEY MONUMENTAT ION
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S)
THAT COULD BE DISTRIBUTED BY THIS PROJECT. ALL SAID MONUMENTS WHICH
CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED
AS FOLLOWS:
1
114"
IRON PIPE,
ON. 1.5' WITH PIN 6 CONCRETE IN CENTER
LOCATED
AT THE NORTHWEST CORNER TRACT BOUNDARY.
34
1"
IRON
PIPE, DN.
0.2' TAGGED "CARL W PUMP CE 8550"
LOCATED
AT
THE
NORTHEAST
CORNER TRACT BOUNDARY AT THE 33'
R/W OF EAST AVE.
1"
IRON
PIPE, ON.
0.2' TAGGED "CARL W. PUMP CE 8550"
LOCATED
AT
THE
SOUTHEAST
CORNER TRACT BOUNDARY AT THE 33'
R/W OF EAST AVE.
1
114"
IRON PIPE,
ON, 0.4' TAGGED "LS 2938" LOCATED
AT THE
SOUTHWEST
CORNER
TRACT BOUNDARY.
DATED _W 2108
✓Y74
MOHAMMAD FAGHIHI. L.S. 6607
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20
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23
24
1 25
2
27
28
29
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ALL REVISIONS MARKED
PREPARED UNDER DIREC
SUPERVISION OF
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EXP 12 -31 -13
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221 SOUTH GLASSELL ST
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CONSTRUCTION NOTES AND QUANTITIES
CONSTRUCT 0.25' A.C. OVER 0.35' A.B.
CONSTRUCT 0.42' A.G. OVER 0.50' A.B.
CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104, A2 -6
CONSTRUCT 4' OR 5' WIDE SIDEWALK PER CITY STD. 103
CONSTRUCT CROSS GUTTER PER CITY STD. 106 -A
CONSTRUCT HANDICAP RAMP PER CITY STD. 102
CONSTRUCT BARRICADE PER CITY STD NO. 131 -A
101, TYPE R -1
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 491 -A, WIDTH PER PLAN
INSTALL STREET NAME SIGN PER CITY STD, 401 -A AND 401 -6
INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER)
INSTALL ST. LIGHT 9500 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER)
INSTALL STREET TREE PER CITY NOTES ON SHEET 2
INSTALL STOP SIGN RIM"). PAINT LIMIT LINE AND STOP LEGEND
INSTALL -30" W53A SIGN
CONSTRUCT AC BERM PER DETAIL ON SHEET 2
REMOVE EXISTING TREE
ADJUST EXISTING FIBER OPTIC MARKER TO GRADE
RELOCATE EXISTING MAILBOX
REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE TO R/W
EXISTING GUY POLE TO BE RELOCATED
ADJUST EXISTING SEWER MANHOLE TO GRADE.
ADJUST EXISTING TELEPHONE MANHOLE TO GRADE
REMOVE EXISTING DRAINAGE STRUCTURE
ADJUST EXISTING WATER VALVE TO GRADE.
REMOVE AfA%D QEPIAGE EXI6'C1N� OfZ1V �YtAt
O1� Et�LCROGI -iM ENT A°� NEEpE p.
RELOCATE EXISTING FENCE
REMOVE EXISTING ROCK
REMOVE AND REPLACE EXISTING DRIVEWAY
RELOCATE EXISTING SIGN POST
EXISTING POWER POLE TO BE RELOCATED
CONSTRUCT 3' RETAINING WALL PER CITY STD. 604, TYPE A, AND DETAIL ON
SHEET 2. ROCK FACING PER LMO PLANS (1715 -L).
CONMUCT U.lRBS1DE PKAIN ourLET PER CrIY 94'a• lol - d
NO 25742
Eep 12 -31 -2013
49935 SF
39,670 SF
3268 LF 0
13800 SF+ 1123 S
1895 SF
6 EA.
36 L.F.
24 EA. +8 0
3 EA.
12 EA,
5 EA.
27 EA. +12 Q
3 EA.
i EA.
400 LF
41 EA.
1 EA,
5 EA.
237 LF
2 EA.
1 EA.
1 EA.
1 EA.
2 EA.
20495 SF
30 LF
2 EA.
2 EA.
3 EA.
3 EA.
380 LF
I EA.
0
33
F'UIURE HIGHWAY 30
APPROVED BY
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34
INSTALL ST LIGHT 5800 LUMEN BY SCE (COORDINATED AND PAID
BY DEVELOPER)
HIGHLAND AVE.
35
CONSTRUCT CURB CORE WITH S' DIA. DRAIN LINE AND TEE PER
.y
Q4TE 612212000 FILE AV. 990100PR0
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V1CT0RlA STREET
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PROJECT
SITE
CONSTRUCTION OF IMPROVEMENTS WITHIN EAST
IISANOAG
TRAIL N
CONSTRUCTION AND
SFU� _RpAO
VICINITY MAP No SCALE
0
33
REMOVE DRIVE APPROACH AND REPLACE CURB
APPROVED BY
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INSTALL ST LIGHT 5800 LUMEN BY SCE (COORDINATED AND PAID
BY DEVELOPER)
0
35
CONSTRUCT CURB CORE WITH S' DIA. DRAIN LINE AND TEE PER
DETAIL ON THIS SHEET; DIMENSION
Q4TE 612212000 FILE AV. 990100PR0
-
INDICATES DISTANCE FROM SIDE PROPERTY LINE.
OF i>�-
E.H.
NOTE:
CONSTRUCTION OF IMPROVEMENTS WITHIN EAST
AVENUE SHALL TAKE
INTO CONSIDERATION THE ROUTE 30 FREEWAY
CONSTRUCTION AND
CALTRANS GENERAL NOTES
1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR
NEAR THE STATE RIGHT -OF -WAY.
2. ALL WORK WITHIN THE STATE RIGHT -OF -WAY SHALL CONFORM TO THE LATEST
STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED BY THE
STATE'S REPRESENTATIVE (STANDARDS OTHER THAN STATE STANDARDS MUST
BE PRE - APPROVED AND JUSTIFIED).
3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE RIGHT -OF -WAY.
4. ALL DISTURBED AREAS IN THE STATE RIGHT -OF -WAY MUST BE TREATED FOR
SF
EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, DR AS DIRECTED BY THE
STATE'S REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING
EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL
ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF
CALTRANS CLEANING ANY DRAINAGE STRUCTURES /CHANNELS WHICH HAVE
BECOME CLUTTERED WITH DEBRIS AND /OR SILT AS A RESULT OF, OR CAUSED
BY. THE CONSTRUCTION PROJECT.
5. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES.
I.E., THE WORK INSIDE THE STATE RIGHT -OF -WAY MUST BE FENCED OFF
WITH NO ACCESS TO THE WORK AREA FROM THE FREEWAY.
6. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT
ANY TIME UNLESS SPECIFICALLY ALLOWED PER THE ENCROACHMENT PERMIT
AND /OR AS DIRECTED BY THE STATE'S REPRESENTATIVE.
7. ALL FENCE RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT
INSIDE THE STATE RIGHT -OF -WAY SHALL BE REPLACED WITH TYPE CL -6
FENCE AS SHOWN IN THE STATE'S STANDARD PLANS OR WITH A REINFORCED
CONCRETE BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL AGENCY
STANDARDS.
B. WHERE TYPE CL -6 FENCE DOES NOT EXIST, THE STATE RIGHT -OF -WAY FENCE
MUST BE UPGRADED TO TYPE CL -6 FENCE, AS SHOWN IN THE STANDARD
PLANS.
9. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT -OF -WAY IS FOR
ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE DESIGNED BY
A SOILS ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A
TRAFFIC INDEX (TI) OF _ ___ SHALL BE USED IN THE DESIGN OF THE
TRAVELLED WAY, AND A TI OF ___ _ SHALL BE USED FOR THE SHOULDER
DESIGN. THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL
BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO
CONSTRUCTION OF THE STRUCTURAL SECTION.
10. ALL STATE DRAINAGE STRUCTURES /CHANNELS MUST FIRST BE COMPLETELY
CLEANED OF DEBRIS AND /OR SILT BY THE CONTRACTOR PRIOR TO MAKING
THE CONNECTION.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE
DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY
THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO
FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN -
OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION
WITHIN THE STATE'S RIGHT -OF -WAY FOR FUTURE MAINTENANCE AND REPAIR
WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE
STATE.
12. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR
SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS
CODE, SECTION 8700 TO BB05 (LAND SURVEYOR'S ACT).
13. THE PAVEMENT MUST BE SAW -CUT 2' MINIMUM FROM THE EDGE OF PAVEMENT.
THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE
HIGHWAY CENTERLINE.
14. ALL SIGNING. STRIPING AND PAVEMENT MARKINGS SHALL BE IN
CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL,
PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS.
15. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD
BY THE STATE'S REPRESENTATIVE.
16, ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE
PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE
CONTRACTOR.
17. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE
CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON
THE PLANS OR AS DETERMINED IN THE FIELD BY STATE'S REPRESENTATIVE.
18. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE
PROTECTED AND /OR REPLACED IN -KIND ACCORDING TO THE CURRENT STATE
STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE
STATE.
. R1:V lSE EALL`SLRlPTIQY !F fL�iISIOVCCZItlt -1 P�i'S WIaLL ts-00/
PLAN -i. DA1 Si/(F�"']' � -
DATE lr
- -_. APPPOVED
4�I I OF RMCM 46+11.�h!'JI.II A
1 EA
2 EA
8 EA STREET IMPROVEMENT PLANS
ETIWANDA HIGH SCHOOL TRAFFIC AND MAINTAIN TWO -WAY TRAFFIC
ON EAST AVENUE AT ALL TIMES.
DESCRIPTION OF R,tVISION DATE App"ovED
DRIVE WAYS ETC _ ON SHEETS 5, G. 7 s-s3��
QREVISED SHEETS 2, 3& 4 PER TRACT 18826, 1 -10 -13 i'ls'13
9 VROFESSIpH-
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PIM -ECT SLEET Ab. _1 -_
OF i>�-
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FOR
TRACT NO. 15,912
LATE' 1 /Uv
R.1 . 24963
A L B E R Y A CIVIL ETGIAFERS
WEBB- RJ;.1�� Y
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66 '
� CONSTRUCTION NOTES FAR STREET TREES
R/W 10' L AA1)SC _ .. AF'£ A N'J
57PFWAi K FASFMFN7
1. ALL STREET TREES ARE TO BE PANTED IN ACCORDANCE WITH CITY SOX 1.70i
I
STANDARD PLAN NO. 51C. - -- —
Z
2, PRIOR TO CONCEMENT OF ANY PLANTING. AN ARGONOMIC SOILS EXIST. PAVEWNT \�R EXIST. Gl7ANn
MME
REPORT SHALL ESE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL sAr,�vr
TOXICITIES OR NUTRIENT DEFICIFNCIES MAY WOUIRE BACKILL SOIL
AMENIMENTS. AS DETERMINED BY THE CITY INSPECTOR. TYPICAL SFUR N - EAST AVEMIE (32 +22.15 TO 43+75.16)
/.. BARFtT�f -R
3. ALL STREET TREES ARE SUBJECT TO IN5PEC7IOJ AND ACCEPTANCE BY
THE ENGINEERING DIVISION. SECOM7ARY ARTERIAL, STO. 100 -A !
0.4P A.C.. OVER 050 A_8.
i
4. STREET TREES ARE TO BE PLANTED PER "11C IMPROVEMENT PLANS ONLY. T.I. =B 0--&P
NOT 70 SCALE -
STREET TREE QUANTITIES
SYMBOL
STREET NAME
BOTANICAL NAME
COMMON NAMF
OTY
SPACING
SIZE
0
EIRISAS COL1fiT
RHUS LANCEA
AFRICAN SUMAC
E1
20'
1`) GAL .
0
CHATEAU DFITVE
PRWIS BL.IREIANA
FLOW1 "RING
PLUM HYBRID
6
20"
Ire GAL .
0
GREEN GLEN COURT
RUMS LANCEA
AFRICAN SUMAC
8
20
15 GAL.
LIMA DRIVE
CFRCIS OCCIDENTAL IS
WESTERN REL)BUO
—3H
12
20'
49 r GAL.
24" BOX
1?' —
�1
1.7OX
36
]A
2
TYPICAL SECTION - LIMA DRIVE
LOCH( 574E I, 57D. 100 -A
A C OVEF1' 0.T) A -5
T.7.=5, R -BP
NOT TO SCAL F
A /Iv
R/W
i
10' i_ —8 — .1t - -- 8 — IV' 0.5'
2X 170X SA 1L70X iT--
POCK FACINC PER
LMD Pt AN$ (1715 -L.)
2
1�1�i
10 "}
3' RETAINING WALL PEF
CITY S1[). 604, TYPE A,
O b 31
�
TYPICAL SECTION - BRISAS COURT, GFEN GLEN COLPT,
CHATEAU DRIVE
5'.1
INSTALL CHAIN LINK FEACF
PER STOPM DRAIN PLAN
x PROPOSED DETENTION
BASIN
FS 1 fix '
r _, R = 0.0.4'
LFVEt LIM
_VAR
EXTFAV TOP LAYFR OF AC PI ACFT1
2.13' - -- LTV T4 ShM.DLFR L*ZFP DIKE
WITH N7 I.XIINT A7 7!F FS
14 AC BFW - CAL TRAN. STD. A87 TYRF 0
_S
7
LOCAL STRFE 7, Sill. 100 -A
0.25 A.0 OVER 0.3-5 A.9,
T.I. P-&7
NOT TO SCALE
10' SIDEWA K AND
R/W
LAAQSCAf £ EASFMEN7 R /A-
64'
6' SO" _ 4 1 ,
�
05'.
12
PA.D 1.7BAf7IFR
1
Q 3:111 tAA):. -
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RIEMOVE- 6 REPLACE _ . / FUT
IM°ROVFIL� N7S --
EXIST. PAVCMFN7
TYPICAL SECTION - FAST AVEME 06+15.40 TO 28 +66-82_.
29x-69.69 TO 30 +59.£91
SECONDARY ARTERIAL. STD. 100- -A
0.4P A.C. OVER 0.50 AB.
T.L =B, R =B2
NOT TO SCALE
5' S13FWAL K AND- -
LAAITSCAPl EASEMENT R/W R /Iv"
1
6'15D" T2 - - 12'..4. — ;0 __ 10' - -i- 10 _..1.. _.1P ._.}.1? �1 05
BA?IFR j
a Pao (2K - I % + 1 eox L�
3:1 FUT( f
1A4X } �?� RCMDVf 6 REPLACE - 1wrtlVFl�N7S- /
EXIST. PAVFMEN?
TYPICAL LFCTIONP - EAST AVENUE (24 +84.79 TO P6+15.40,
28 +86.L P TO 24+69.69, 30+59.69 TD 32 +22.13)
SECONDARY ARTERIAL. STO. 100 -A
0.42 A.C. OVER 0.50 A B
7.1. =8, R -8
NOT TO SCAL E
WATER PROOF MF MP PANrl
F,UPER BL OCFADF 8"----L
ME HL E X STUCCO' INC .
i
F
I
I
�3:1 tvtaac '
1 �
I
4' PVC DRAINPIPE W /ICU FT 3/4"
DRAIN ROCK PER L.F. WRAPPED
IN DRAIN FABRIC. DAYLIGHT AT
CURB CUT -
TYP. SECTION FOR 3' RET. WALL
NOT TO SCALE
LC]
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NO 039530
FXP 12 -31-0
I'4
ALL REVISIONS MARKED
PREPARED UNDER DIRECT
SUPERVISION OF, i -l0-13
DENS THIELMANN RCE 25742
EXP 12 -31 -13
THIELMANN ENGINEERS
221 SOUTH GLASSELL ST
ORANGE CA 92866
714 - 744 -9700 X23
NO 25742
Exp 12 -31 -2013
CONSTRUCTION NOTES
lA CONSTRUCT 0.25' A.C. OVER 0.35' A.B.
18 CONSTRUCT 0 -42' At, OVER 0.50' A.B.
�2 CONSTRUCT S" CURB AND GUTTER PER CITY STD. 104, A2 -8
C3' CONSTRUCT 4' OR 5' WIDE SIDEWALK PER CITY STO. 103
31 CONSTRUCT 3' RETAINING WALL PER CITY STD. 60A,
TYPE A, AND DETAIL HEREON. ROCK FACING PER
LMD PLANS (1715 -L).
PAn.1FCT sl-FFT Ad) 4 nF 14
1/2"
A
CURVE. DATA
LICE
IE%'TH
RADIil3
DELTA
TANffWT
1
42 41"
27 00
90'00'00
2 OF
2
17.60
102.00
._._.10 'W 01
8 92 "
3
111.35'
58.00
110'00 02'
B? 83'
4
42.41'
2; 00
go -06oU
14+21
5
70.69'
45_00
90'00 00"
4500
R/W
12'
DRILL CORE HOLE TO BE SLIGHTLY
LARGER THAN OUTSIDE DIA OF PIPE.
SIDEWALK
INSTALL TEE WITH LOOSE CAP OR GRATE
"'� --4 "P.V.C. DRAIN LINE
3" PVC SCH 40 ®S =1% SEE PRECISE GRADING PLAN
PLACE WITH MARKINGS VISIBLE.
INSPECTION REQUIRED BEFORE
BACKFILL. CALL 477 -2740 EXT S' P.V.C. 99 TEE AND REDUCER
PIPE END 1" 4010 CITY ENGINEERING DIVISION (FOR CLEANOUT)
MIN. IN FROM WITH 24 HRS ADVANCE NOTICE.
BACK OF CURB CURB CORE AND 3" PVC PIPE
NOT TO SCALE
EACH LOT SHALL HAVE ONE CURB CORE. THE LOCATION SHALL BE
AS NOTED HEREIN OR AS SHOWN ON THE PRECISE GRADING PLAN
AND SHALL BE 5' FROM STREET TREES.
LNrr,j7CArD 9M OF AL 5l?T
CALL: UL FRIF
900
227 -2600
no F VWM imn 19LW 19L w ore
U
4 1
m
~ O
O
Z
O
U)
BRISAS COURT
SFE SHEET 5
FENCE AS BUILT LOCATION
PROTECT IN PLACE g
�23
0 +45.00
CA 2
1 �
6l J.9 11 QTC 6
3 Q
o LOT i
U
&TAl
zo
5� 5
r
- 4
N A ki
RII
GRF_ EN GL FN COURT
SEE SHFFT 5
12
i4 +2 A5 LL CB. + ¢
5^ 34 N =14 V =4.5' p +45.00 '�' UJ
SSFi.00' Y 3 115.00'
1 11� m Iq 11 2 r
1 11 11 11 iz . ` 8 /.' l'J �
- -�� 9 c
j
13
LOT 2 ^lo I LOT 3 LOT 4
LIMA D RTvw4/
CONSTRICTION NOTES
A CONSTRUCT 0.25 A.C. OVER 0.35' A.B.
(D CONSTRUCT 8- CURES AND GUTTER PER CITY STD. 104, A2--8
AC3) CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103
04 CONSTRUCT CROSS GUTTER PER CITY STD. 106 - "A
06 CONSTRUCT BARRICADE PER CITY STD NO. 131 -A RR
Q O7 CONSTRUCT DRIVE j
"WAY APPROACH PER CITY STD,th PWIDTH'PER PLAN
c / INSTALL STREET NAME SIGN PER CITY STD. 401 -A AND 401--El
o l V'j '
AS BUILT LOCATION
PROTECT IN PLACE
>1:1 0
12' WIDE STORM DRAIN
0 INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER)
Q 11 INSTALL STREET TREE PER CITY CONST. NOTES FOR
STREET TREES ON SHEET 2
0 33 REMOVE DRIVE APPROACH AND REPLACE CURB
0
34
INSTALL ST LIGHT 5800
LUMEN BY SCE (COORDINATED
AND
PAID
BY DEVELOPER)
Q
35
CONSTRUCT CURB CORE WITH 3" DIA. DRAIN LINE AND
INDICATES DISTANCE FROM SIDE PROPERTY LINE.
TEE
IG .. CL DWY W 16' 7 — -
- 1. 4
5.71 Ilk, LGREENN GLEN CT.
DETAIL ON THIS SHEET; DIMENSION
DA 7F
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13 +8 - --
/ L -
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4359
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14+21
b7-
.�� A35 1 1 35
0 -LOT 6
r
A' SIGN
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A35
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� io
3 N 3
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0 INSTALL ST. LIGHT 5800 LUMEN BY SCE. (COORDINATED AND PAID BY DEVELOPER)
Q 11 INSTALL STREET TREE PER CITY CONST. NOTES FOR
STREET TREES ON SHEET 2
0 33 REMOVE DRIVE APPROACH AND REPLACE CURB
0
34
INSTALL ST LIGHT 5800
LUMEN BY SCE (COORDINATED
AND
PAID
BY DEVELOPER)
Q
35
CONSTRUCT CURB CORE WITH 3" DIA. DRAIN LINE AND
INDICATES DISTANCE FROM SIDE PROPERTY LINE.
TEE
PER
DETAIL ON THIS SHEET; DIMENSION
NOTE: FOR TRACT 18826 STORM DRAIN PLANS, SEE DWG. 2312 -D SHEETS 1 -2.
ALL REVISIONS MARKED
PREPARED UNDER DIREC
WPERVIS,(ON ,OFF 1-10-1-3
JENS THIELMANN RCE 25742
EXP 12-31-13
THIELMANN ENGINEERS
221 SOUTH GLASSELL ST
ORANGE CA 92866
714- 744 -9700 X23
NO 25742
Erp 12 -31 -2013
GRAPHIC SCALE 1 " =40'
4'. 120
i
-tv-
ADDED DR. APPROACHES, STREET TREES, LIGHTS, CURB 1S'13
1 10 -
CORES PER TRACT 18826, ROW2012 -00708 131 blj�
XSCRIPTiav OF HEYISIL1v DA TE I , t,.
CITY OF RAAVV CWA NWA
Q
PLAN AND PROOF IL E'
L IMA DRIVE
STA.10+00.00 to STA. 14+87.15
TRACT NO. 15912
QRpFESSIOH
APPMVED BY
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DATE: 7 /5/2" FILE AD. 990100JN0
PROJECT SHEET NO, _'�_
OF __j�_