HomeMy WebLinkAbout3042-1CITY OF FONTANA
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL
REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOK," THE CONTRACTOR SHALL IMMEDIATELY REPORT
SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST
TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIES,
METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF
TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY
THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN
DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER
APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF
INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5)
FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND
MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE
TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED
WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
COMPANIES SHALL BE OVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND
THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN
VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION
AND WATER REQUIREMENTS.
14. STATIONING REFERS TO THE CENTERUNE OF STREETS EXCEPT WHERE
OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER
TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF
BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS
THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE
REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT
ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND
VELOCITIES EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR
DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE
RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE
CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT
PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR
LEAVING IMPROVEMENTS.
-,n
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CITY OF FONTANA
GENERAL NOTES (CONT'D)
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF
FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT
THE LOCATION OF THE SEWER LATERAL
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
PRIOR TO PLACEMENT.
31.- .PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR
STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT
AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF
ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY
ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS
THE CONTRACTOR 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 AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILTY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE
FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES
TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS."
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DRAWING IS THE LINE
BETWEEN THE NW COR. SEC. 25, R6W, T1N (PT. 61) AND
THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84).
SAID BEARING IS N89'44'05"E AS SHOWN ON RS
30/58-60.
BENCH MARK:
THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM
#8-17. IT IS DESCRIBED AS A BRASS CAP IN THE
CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN
SEVAINE RD., 2.65 MI WEST OF SIERRA AVE.
ELEVATION IS 1428.609 FEET.
BACK OF
WALK
o
31: F.H., ST. LIGHT
9 SIGN, MISC.
t0 Cn
CURB FACE
GUTTER UP
SDEWALK JOG DETAIL
SCALE: 1'=61
REV. BENISON DESCRIPTION
R/W
1 7,
s'
5`
PUEI ? 0x
I
I
L_
"--6" CONC CURB
CONC & GUTTER 0
SIDEWALKOS
CITY OF FONTANA
STREET IMPROVEMENT PLANS
18' / 20'
2.0%
FOR
TRACT N0. 15843
°I•
TRACT 15844
INDEX MAP
SCALE: 1"=200'
R/W 72,
STREET CONSTRUCTION NOTES & QUANTITIES
rTEM
DESCRIPTION
QTY.
1
CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
233,496 SF
2
CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003
12,060 LF
3
CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
16,754 SF
4
CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
25,872 SF
5
CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015
63,400 SF
6
CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006
18 EA
7
INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
29 EA
8
CONST INLET LOCAL DEPRESSION PER CITY STD PLAN No 121 (W=PER PLAN)
11 EA
9
CONST 8' WIDE CROSS GUTTER PER CITY STD No 105
3,106 SF
10
�J
4 EA
11
CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2 (W=PER PLAN)*
11 EA
*SEE SHEET 6
(909) 820-5598 UNDERGROUND
9
STREET CONSTRUCTION NOTES & QUANTITIES
rTEM
DESCRIPTION
QTY.
1
CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
233,496 SF
2
CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003
12,060 LF
3
CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32)
16,754 SF
4
CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102
25,872 SF
5
CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN No 1015
63,400 SF
6
CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006
18 EA
7
INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7)
29 EA
8
CONST INLET LOCAL DEPRESSION PER CITY STD PLAN No 121 (W=PER PLAN)
11 EA
9
CONST 8' WIDE CROSS GUTTER PER CITY STD No 105
3,106 SF
10
REMOVE EXISTING BARRICADE
4 EA
11
CONST CURB OPENING CATCH BASIN PER APWA STD PLAN No 300-2 (W=PER PLAN)*
11 EA
*SEE SHEET 6
CITY OF FONTANA UTILITY
NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL COMPANY
8353 SIERRA AVE
3939 E CORONADO ST
FONTANA, CA 92335
ANAHEIM, CA 92807
ATTN: CARLOS NAVARRO
(714) 666-5500
(909) 350-6632
ATTN: LARRY SIGNAIGO
SOUTHERN CALIFORNIA GAS COMPANY
COMCAST (CABLE TV
P.O. BOX 3003, SC8031
1205 DUPONT AVE
REDLANDS, CA 92373-0306
ONTARIO, CA 91761
ATTN: RICKEY REYES
(909) 390-4777 x3055
(909) 335-7508
ATTN: JACK HAYES
(909) 335 7527 (FAX)
OF
EMERGENCIES: (800) 427-2200
JOCELYN WAY, GRETCHEN COURT & ISABEL LANE
6
SOUTHERN CALIFORNIA EDISON COMPANY
GENERAL TELEPHONE COMPANY
7951 REDWOOD AVE
1400 E PHILLIPS BLVD
FONTANA, CA 92335
ONTARIO, CA 91766
ATTN: JAIME AMESZCULA
(800) 422-4133
(909) 357-6581
ATTN: STEVE HOOK
(909) 820-5598 UNDERGROUND
9
(909) 820-5137 TRANSMISSIONS
FONTANA WATER COMPANY
(213) 637-1233 PIPELINES
8440 NA, O AVEVE
8440 NUEVO
(909) 357-6589 DISTRIBUTION
FONT(909)
(800) 422-4133
822-2201
FS
(909) 823-5046 FAX
W
ATTN: AL KROHN
GB
I CL
8`
8' 6' 22' 22' 6'
5 I CL -0.05' = TC
PUE 3 I
2.0%
2.0% V
I 1
L_
6" CONC CURB 6" CONC
CONC &GUTTER O OO CURB & GUTTER
CONC
SIDEWALK 05 72' RW O SIDEWALK
VANESSA WAY, JOCELYN WAY & WIDGEON WAY
NTS
TI = 6.5
R/W R/W
50' 54'
CL
18' / 20' 7' 1 7'
O 18! CL +0.03' _ TC (50' R/W) 6'6'
O 20' CL -0.01' = TC (54' R/W5.
5`
2.0% 1 PUE PUEI 2 0
1 2.0% 1
I
I
L
2.0%
22'
6" CONC "--6" CONC CURB
@6
& GUTTER CONC CONC &GUTTER O
50' RW O SIDEWALK ,RW%cCZD V QPA 11&)65 ,1 SIDEWALK05
MSTEN COURT & NEWELL COLT Q�°ftssio'
54' RW ��Q� �tHUR
CHANTEL DF /E, PETTY STREET, ROCI•ELLE STREET, LU No. 31681
JEANEM DRIVE, BRIANNE LANE, D«C11EA LANE, /� � Exp.IE13) � �} ✓V a�-�
ISABELLAE' ELESA WAY & GRETCFEN COLT Q s v
� 7-�
TI .5l N 5l�rFOF CAUF�3 a 6
°A1E ° am DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
l ►jvy t4&
54-QR01 ESS/p�,
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� `� -
C = No. 31681 Z
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `req CIVIC
lF OF Cm -
STANDARDS IN EFFECT.
SAN GABRIEL VALLEY WATER CO.
11142 GAREY AVE.
EL MONTE, CA. 91733
P.O. BOX 6010
EL MONTE, CA. 91734-2010
(626)448-6183 EXT. 252
ATTN: LUIS MONTENEGRO
58'
CL
58' RW
CORI WAY
TI N 6.5
22'
CL -0.05' = TC
R/W
7' 1
s'
5`
2.0% IPUE
Z.0% ''`
I
I
_J
6" CONC
CURB & GUTTER CONC
O SIDEWALK
SUMMIT AVE.
T
W
= F mRRA LAKES
RKWAY
HIGHLAND AVE.
COUNTY OF SAN BERNARDINO
VICINITY MAP
NTS
1:11:10Pi:11111reman Inc.
1:11:117
A Civil Engineering •Planning •Surveying •Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
PREPARE UNDEq THE 5UPERMSION OF:
0 o7(aZ
HAROLD A. GARCELON R.C.E. 31681 DATE:
LEGEND
INDEX OF SHEETS
SHEET
DESCRIPTION
1
OF
9
TITLE SHEET, SECTIONS & DETAILS
2
OF
9
ROCHELL STREET
3
OF
9
CHANTEL DRIVE
4
OF
9
HETTY STREET
5
OF
9
JOCELYN WAY, GRETCHEN COURT & ISABEL LANE
6
OF
9
BRIANNE LANE & DULCINEA LANE
7
OF
9
ELESA WAY, WIDGEON WAY & CORI WAY
8
OF
9
JEANETTE DRIVE
9
OF
9
KIRSTEN COURT, NEWELL COURT & VANESSA WAY
1:11:10Pi:11111reman Inc.
1:11:117
A Civil Engineering •Planning •Surveying •Public Works
1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
PREPARE UNDEq THE 5UPERMSION OF:
0 o7(aZ
HAROLD A. GARCELON R.C.E. 31681 DATE:
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS 11
Y. STREET MROVEINIT PLANS
MSM TITLE SHEET
BY:
MSM C1W43
BY: APPRO BY
RLB
CITY FNGI FR R_C_F_ 5115? DATE
N
Q
01
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LEGEND
BC
BEGIN CURVE
PCC
POINT OF COMPOUND CURVE
BVC
BEGIN VERTICAL CURVE
PRC
POINT OF REVERSE CURVE
BCR
BEGIN CURVE RADIUS
R/W
RIGHT OF WAY
CB
CATCH BASIN
SL
STREET LIGHT
CL
CENTERUNE
STA
STATION
EC
END CURVE
TC
TOP OF CURB
ECR
END CURVE RADIUS
W
WIDTH
ECY
EASTERLY
W'LY
WESTERLY
EP
EDGE OF PAVEMENT
V
VERTICAL DEPTH
EVC
END VERTICAL CURVE
(450,00)
INDICATES EXISTING ELEVATION
FL
FLOW LINE
450.00
INDICATES PROPOSED ELEVATION
FS
FINISHED SURFACE
W
WATER UNE
GB
GRADE BREAK
S
SEWER LINE
HP
HIGH POINT
SD
STORM DRAIN LINE
INT
INTERSECTION
LL
LOT LINE
LP
LOW POINT
OC
ON CURB
MVC
MIDDLE OF VERTICAL CURVE H
HEIGHT (ADDITIONAL OPENING)
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS 11
Y. STREET MROVEINIT PLANS
MSM TITLE SHEET
BY:
MSM C1W43
BY: APPRO BY
RLB
CITY FNGI FR R_C_F_ 5115? DATE
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