HomeMy WebLinkAbout2019PROICT S IE
GENERAL NOTES
STREET IMPROVEMENTS
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
RANCHO CUCAMONGA, CALIFORNIA 91730
CONSTRUCT-.E-AC OVER 6" AB. MINIMUM (DAY CREEK BLVD. & ETIWANDA AVE.)
I
GAS :
�-
I
16231 VALLEY BLVD.
LF
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO
3
(909) 335 -7965
rAVENUE
SOUTHERN CALIFORNIA EDISON COMPANY
2.
III
EA
FONTANA, CA. 92336
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE
(800) 655 -4555
TELEPHONE :
RIGHT -OF -WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE
6
16071 MOJAVE DRIVE, BUILDING A
SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO
11
7
I
l
SIRM
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
6680 VIEW PARK COURT
EA
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
9
(909) 343 -5165
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
9,667
10
FACILITIES ARE SHOWN ON THESE PLANS.
• t -zto
FREEWAY
VICINITY MAP
N.T.S.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS
TO PROTECT THE UTILITIES SHOWN AND OTHER. LINES OR STRUCTURES NOT SHOWN ON
THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S
AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR ENGINEER.
STREET IMPROVEMENT PLANS FOR
CFD 2004- 01
DAY CREEK BOULEVARD & ETIWANDA AVENUE
W THE CITY OF RANCHO CUCAMONGA
UTILITY CONTACT
WATER /SEWER CUCAMONGA VALLEY WATER DISTRICT
GENERAL NOTES
STREET IMPROVEMENTS
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
RANCHO CUCAMONGA, CALIFORNIA 91730
CONSTRUCT-.E-AC OVER 6" AB. MINIMUM (DAY CREEK BLVD. & ETIWANDA AVE.)
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
GAS :
SOUTHERN CAUFORNIA GAS COMPANY
CONSTRUCTION - 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS.
16231 VALLEY BLVD.
LF
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO
3
(909) 335 -7965
THESE STANDARDS AND SPECIFICATIONS.
SOUTHERN CALIFORNIA EDISON COMPANY
2.
ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER
EA
FONTANA, CA. 92336
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE
(800) 655 -4555
TELEPHONE :
RIGHT -OF -WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE
6
16071 MOJAVE DRIVE, BUILDING A
SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO
VICTORVILLE, CA. 92392
7
COST TO THE CITY OF RANCHO CUCAMONGA.
CABLE :
3.
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH
6680 VIEW PARK COURT
EA
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
9
(909) 343 -5165
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
9,667
10
FACILITIES ARE SHOWN ON THESE PLANS.
LF
4.
A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS,
j FEATHER TO JOIN EXIST. AC PAVEMENT
-
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY
12
TRANSITION 8" TO 5' C.F. CURB & GUTTER
CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY.
166
5.
ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
EA
48
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -
ADJUST SEWER MANHOLE TO GRADE,
EA
GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES
15
ADJUST WATER VALVES TO GRADE.
MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.
9
6.
ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR
EA
8
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN)
7.
COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING
26
CONSTRUCT TERRACE DRAIN PER DETAIL ON SHIT. 2
ORIGINAL GROUND AND ALL SUB - GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF
346
27
RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
EA
2
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE
44
EA
MATERIALS AND /OR SURFACING.
30
8.
AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
1
31
ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL
LF
53
CONTENT AND GRADATION OF ASPHALT PAVING.
W
9.
PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE
V
CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL 114 W =10'.
CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE,
49,384
88
SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
A
10.
PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN
coNSTll chose 4jd`T1ETZ 1�E.R any SID. FL.
TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING.
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
MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
13.
ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE
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 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.
THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE
PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED
ALL ON -SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN-
ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS-
FACTION OF THE CITY ENGINEER.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS
TO PROTECT THE UTILITIES SHOWN AND OTHER. LINES OR STRUCTURES NOT SHOWN ON
THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S
AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR ENGINEER.
STREET IMPROVEMENT PLANS FOR
CFD 2004- 01
DAY CREEK BOULEVARD & ETIWANDA AVENUE
W THE CITY OF RANCHO CUCAMONGA
UTILITY CONTACT
WATER /SEWER CUCAMONGA VALLEY WATER DISTRICT
PRIMARY FIRST
FLUSH BASIN
4
L E G E N D
9 j DENOTES STREET PLAN SHEET NUMBER
11 DENOTES STRIPING PLAN SHEET NUMBER
DENOTES PROPOSED STREET UGHTS
DENOTES EXISTING STREET LIGHTS
i� DENOTES STREET NAME SIGN
DENOTES TRAFFIC SIGN
INS
'S
EDISON CORRIE)OR
- r
ro
57 56 55 54 53 43 42 36 35 33 32 31 30 29 28 27 26 2 24 •�)
41 37c� 34 2 I I t
52 44
a 51 40 38 10
61 62 63 45 9 11 12 13 14 a 15 22
79 64 39 8
C�4 78 50 46 7 68 a
�� r ` Y 77 76 65 49 47 6 e 54 16
C a; ` 80 75 74 66 53 67
0
�I
mod op
all
Nol
Sol m .
ME
Fr
ME
25 26 -•
R.G.
38' MAX. -
WITH TERRACE DRAIN WHEN HO
IS GREATER THAN 30'
2'
INDEX MAP 30
VARIES
L.M.D.
124' MAX.
NORTH
MIN. F-11
PRIMARY FIRST'
FLUSH BASIN
I
NOTE: FOR OFFSITE GRADING
OFFSITE GRADING PERMISSION TO BE
OBTAINED PRIOR TO CONSTRUCTION.
EXISTING SURVEY MONUMENTATION Q�pFESS /ONq
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENT5 OF RECORD(S) THAT COULD BE DISTURBED BY �F� REV C. �F
THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST I HE FIELD ARE SHOWN ON THESE PLANS AND ARE �O�
DESCRIBED AS FOLLOWS: �2 h No. 20596 m m
NONE �* Exp. 9 -30 -05
DATE - ! _0 � �q CIVIL
STANLEY C. MOR RCE NO. 20596 lF OF CAL \F�
33'
22'
SEE SEPARATE STORM DRAIN PI
PUBLIC STORM DRAIN PLANS
CFD 2004 -01 (DWG. 2019 -D2)
IMPROVEMENTS PER
STREET PLANS
80'
47'
22'
E DAY CREEK
BLVD.
25'
BASIN
2'
C3�
CONSTRUCTION NOTES
10440 ASHFORD STREET
STREET IMPROVEMENTS
P.O. BOX 638
QUANTITY
RANCHO CUCAMONGA, CALIFORNIA 91730
CONSTRUCT-.E-AC OVER 6" AB. MINIMUM (DAY CREEK BLVD. & ETIWANDA AVE.)
(909) 987 -2591
GAS :
SOUTHERN CAUFORNIA GAS COMPANY
2
16231 VALLEY BLVD.
LF
FONTANA, CA. 92335
3
(909) 335 -7965
ELECTRIC :
SOUTHERN CALIFORNIA EDISON COMPANY
4 1
7951 REDWOOD AVENUE
EA
FONTANA, CA. 92336
5
(800) 655 -4555
TELEPHONE :
VERIZON
6
16071 MOJAVE DRIVE, BUILDING A
EA
VICTORVILLE, CA. 92392
7
(760) 245 -0330
CABLE :
CHARTER CABLEVISION
8
6680 VIEW PARK COURT
EA
RIVERSIDE, CALIFORNIA 92503
9
(909) 343 -5165
PRIMARY FIRST
FLUSH BASIN
4
L E G E N D
9 j DENOTES STREET PLAN SHEET NUMBER
11 DENOTES STRIPING PLAN SHEET NUMBER
DENOTES PROPOSED STREET UGHTS
DENOTES EXISTING STREET LIGHTS
i� DENOTES STREET NAME SIGN
DENOTES TRAFFIC SIGN
INS
'S
EDISON CORRIE)OR
- r
ro
57 56 55 54 53 43 42 36 35 33 32 31 30 29 28 27 26 2 24 •�)
41 37c� 34 2 I I t
52 44
a 51 40 38 10
61 62 63 45 9 11 12 13 14 a 15 22
79 64 39 8
C�4 78 50 46 7 68 a
�� r ` Y 77 76 65 49 47 6 e 54 16
C a; ` 80 75 74 66 53 67
0
�I
mod op
all
Nol
Sol m .
ME
Fr
ME
25 26 -•
R.G.
38' MAX. -
WITH TERRACE DRAIN WHEN HO
IS GREATER THAN 30'
2'
INDEX MAP 30
VARIES
L.M.D.
124' MAX.
NORTH
MIN. F-11
PRIMARY FIRST'
FLUSH BASIN
I
NOTE: FOR OFFSITE GRADING
OFFSITE GRADING PERMISSION TO BE
OBTAINED PRIOR TO CONSTRUCTION.
EXISTING SURVEY MONUMENTATION Q�pFESS /ONq
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENT5 OF RECORD(S) THAT COULD BE DISTURBED BY �F� REV C. �F
THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST I HE FIELD ARE SHOWN ON THESE PLANS AND ARE �O�
DESCRIBED AS FOLLOWS: �2 h No. 20596 m m
NONE �* Exp. 9 -30 -05
DATE - ! _0 � �q CIVIL
STANLEY C. MOR RCE NO. 20596 lF OF CAL \F�
33'
22'
SEE SEPARATE STORM DRAIN PI
PUBLIC STORM DRAIN PLANS
CFD 2004 -01 (DWG. 2019 -D2)
IMPROVEMENTS PER
STREET PLANS
80'
47'
22'
E DAY CREEK
BLVD.
25'
BASIN
2'
C3�
CONSTRUCTION NOTES
NO.
STREET IMPROVEMENTS
UNIT
QUANTITY
1
CONSTRUCT-.E-AC OVER 6" AB. MINIMUM (DAY CREEK BLVD. & ETIWANDA AVE.)
SF
2
CONSTRUCT A2 -8 CURB & GUTTER PER CITY STD. PL. 104.
LF
11,227
3
CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. (W VARIES. SEE NOTE BELOW)
SF
26,789
4 1
CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103.
EA
6
5
INSTALL STREET NAME SIGN PER CITY STD. PL 401 -A & 401 -B
EA
3
6
INSTALL HYDRANT MARKERS PER CITY STD. PL. 134
EA
11
7
INSTALL STOP SIGN PER CITY STD. PL. 401 -B (R1)
EA
3
8
CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. PL. 307 CASE AS SHOWN ON PLAN
EA
12
9
REMOVE EXISTING AC PAVEMENT
SF
9,667
10
CONSTRUCT 2" X 4" REDWOOD HEADER
LF
2,444
11
j FEATHER TO JOIN EXIST. AC PAVEMENT
-
N/A
12
TRANSITION 8" TO 5' C.F. CURB & GUTTER
LF
166
13
INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER
EA
48
14
ADJUST SEWER MANHOLE TO GRADE,
EA
16
15
ADJUST WATER VALVES TO GRADE.
EA
9
16
ADJUST STORM DRAIN MANHOLE TO GRADE.
EA
8
19
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN)
SF
2,269
26
CONSTRUCT TERRACE DRAIN PER DETAIL ON SHIT. 2
LF
346
27
CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PL 107 -B
EA
2
28
STENSIL "STOP' & STOP BAR
EA
3
30
CONSTRUCT UPPER TERMINUS OF TERRACE DRAIN PER DETAIL ON SHT. 2
EA
1
31
CONSTRUCT METAL W -BEAM BARRICADE PER CITY STD. PL 131 -B
LF
53
32
CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. PL 106 -4 &,8
SF
1,420
35
CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL 114 W =10'.
SF
49,384
88
CONSTRUCT MASONRY RETAINING WALL (4.5' MAX.) TYPE B WALL PER CITY STD. PL 604
LF
40
s 3!o
coNSTll chose 4jd`T1ETZ 1�E.R any SID. FL.
1.o2.3
NOTE ON SIDEWALK CONSTRUCTION NOTES 9)
A. ON DAY CREEK BOULEVARD ONLY
1. BETWEEN STA. 72 +44i TO STA. 75 +OO.t, W = 6'
2. BETWEEN STA. 75 +17.67 TO STA. 120 + 46.59, W = 5'
3. BETWEEN STA. 75 +00.55 TO STA. 75+ 17.67, W TRANSITIONS FROM 6' TO 5'
B. ON ETIWANDA AVENUE
1. BETWEEN STA. 47 +46.42 TO STA. 52+00.74, W = 4'
C. ON STILLWATER PLACE & INDIAN WELLS PLACE, W = 4'
1 NOTE:
L NO WORK SHALL COMMENCE WITHIN THE
U SBCFCD PROPERTY UNTIL ISSUANCE OF
ENCROACHMENT PERMIT.
VARIES
--- - --
ROUGH GRADE LINE
SLOPES LESS THAN 20 FT. HIGHT - 2:1 MAX.
SLOPES GREATER THAN 20 FT. HIGH - 3:1 MAX.
SECTION
O
T
-TRACT BOUNDARY
EDISON CORRIDOR
EXIST. GROUND
_( - - - -�-
------�
�* Exp. 9 -30 -05
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