HomeMy WebLinkAboutTract Map 30264-6 Lot 56-60 Precise Grading CITY OF TEMECULA GRADING NOTES
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION &
SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER
'CIS RESOURCES CONTROL BOARD NPDES GENERAL, PERMIT FOR CONSTRUCTION ACTIVITIES.
40 PRE, E GRADING PLAN
5' MIN P/L 5' MIN. -, 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE
MODELS FOR AREA 2E MUDSILL SWALES SHALL BE A MINIMUM OF 0.2" DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
A/ AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
;Y MIN. MIN -.2' MIN. S MIN
1 EXTERIOR WALLS AT NOT LESS THAN X" PER FOOT FOR A MINIMUM OF 3 FEET.
TRu 30264w6 LOTS 56=60 UPPER PAD
FINISHED MUDSILL
_T
SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1.
RAINBOW CANYON 6"MIN.
_�3 REDHAWK PKWY LOWER PAD
-YEAR
_T_ 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100
"MIN.
77 7 20 6 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES
LOMA LINDA %qr J_
E
2% MIN;__._� OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT
1>
ROAD 20% MAX. 6"Mft- SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
PAD
-L
WOLF CREEK S.
LOT 61 80 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
-------- 0 X. SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE
�ARIES
REDHAWK PKWY f IT UA BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL
NO SCALE FILLS OVER 1' DEEP.
41 PA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
RMS MUDSILL - 5' MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
VICINITY MAP WOLF VALLEY ROAD FINISHED SURFACE ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT
FILL SLOPES.
12 MIN. ABOVE PAD_ELEV.
PROJECT SITE 2
-TO-P
IIA 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
TR. 30264--6 P
ff!P4
----------- ArRIES 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC.,
DATED MAY 210 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
KMM --77 - MINk X-
0 MkX.
!�R REA H DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE N
50 R YVAERRn&(rh'Ifflf ATER MIN.
r PINE
AN IN E CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
'MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
INDEX MAP PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411
SCALE: 1 60*
�_40' Uj
6 09 SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING
5 FINISH FLOOR I _j THE GRADING PHASE.
V 7`7-7 1KC
POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE
"Jnj�
APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN
2% MIN. 2% MIN- ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES
PLAN I A PLAN 18 PLAN I C �QQNSTRUCTION NOTES QUANTITIES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
FLOW PREVENTION DEVICES PER THE U.P.C.
9
1 3" ASPHALT PAVING OVER COMPACTED NATIVE SOIL 3586 SQ. FT 4" SAND- 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
2 CONCRETE WEEL STOP 7 LF PAD GRADE FILL DISPOSAL BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST
----40'- 6 01 -------40'--- 3 6" AC DIKE PER STD DWG No 214 164 LF FOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A
CONCRETE SIDEWALK PER C.O.T. STD DWG NO 401 905 SQ. FT REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE
(SEE LANDSCAPE ARCHITECT*S PLA FOR ADDITIONAL INFORMATION) NO SCALE PLACEMENT OF FILL.
8 LF 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
@INSTALL 4" PVC, SCH 40 DRAIN LINE *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
PLAN 2A PLAN 28 PLAN 2C GRADING OPERATIONS.
LEGEND 14, DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER.
FS FINISH SURFACE SHEET NO. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
HIGH POINT TC TOP OF CURB PAD 1091.30 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A
TAT_ET-EVA-TT6 R_-T F.3 r REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND
7 Y 7 Y ----40'-- 7 MODEL TYPE FIL FLOW LINE ELEVATION TRACT OOUNDARY
FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
A INV. INVERT
. z LOT NUMBER
in +
DEEPENED FOOTING- 069.06 1069.06 -,.,--ELEVATION TYPE FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
PER PLAN RETAINING WALL OF BUILDING PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
GIFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH
45 FINISH FLOOR ELEVATION A EXISTING CONTOURS
PLAN 3A PLAN 38 PLAN X 3 C Dfury ION) 1234.0 FLOW LINE ELEVATION ------------- RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
5' M I N.,-- FF=1070.25 PAD ELEVATION 71- PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN.
�O
PAD=1069.5 HIQH POINT PAD All 6,, G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS
4' M I ET-EVA_TT0_W-_0_._3_ M�1 . OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL
BUILDING FOOTPRINTS P/L-.,
09 + STREET LIGHT (::ED ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING
SCALE 1 40' LENGTH EPENED- 901 All �12 ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
FOOTING O�D.Fj I I >-- FIRE HYDRANT
ENHANCED ELEVATION - --CEDR qD ENHANCED SIDE
PER PLAN ,.,-PROPERTY LINE 51 TW TOP OF WALL RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
11_� 50 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
Ile, PAD ELEVATION PAD ELEVATION I TF TOP OF F001ING ENHANCED SIDE
RETAINING WALLt 0. . LEFT ELEVATION
WHEN REQUIRED, 'F=10 C C DETAIL NUMBER 19. ALL PROPERTY CORNER$ SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
BY SEPARATE PERMIT G SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A
GARAGE FINISH FLOOR ELEVATION
RIGHT-OF-WAY z
B B NOTICE TO CONTRACTORS PUBLIC RIGHT-OF-WAY.
CURB CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
JOB SITE COND11IONS DURING THE CONSTRUCTION O,F THE PROJECT, INCLUDING SAFETY 21. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
TYPICAL LOT APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
^C0 co DEFENDs INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
FOOTING TO BE DEEPENED R AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF FOR REVIEW AND APPROVAL.
F.F. ELEV. - 1 -1 ''" __ WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOL� NEGLIGENCE 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
1b OF THE OWNER OR ENGINEER.
17
VARIES, 6" MIN. TO ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
�6$p + EXTRA DEPTH FOOTING STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
PER PLAN, MAX. LENGTH OF TYPICAL SIDE YARD DRAINAGE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
PAD ELEV. DEEPENED FOOTING (D.F.) NO SCALE NOTIFICATIONS CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
12" MK UNDERGROUND STRUCTURES THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES OWNERZaEYLLOPER.
EARTHWORK QUANTITY ESTIMATE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS WOODSIDE HOMES
CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 23121 ANTONIO PARKWAY SUITE 120
APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 RANCHO SANTA MARGARITA, CA 92688
NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING EXCAVATION 15 C.yl PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 949-858-4980
Underground Service Alert SHALL BE FORMED. EMBANKMENT- ISO cly. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM 'THE EXISTENCE UNDERGROUND SERVICE ALERT: 1(800) 227-2600
OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED- NOT
--TYP. EXTRA DEPTH FOOTING PLAN- SUBSIDENU INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT 0 SOILS ENGINEER PA05-0383 LD06- 013GR
Colk TUL FREE N.T,S. SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE BASIS OF BEARINGS PACIFIC SOILS ENGINEERING INC. BUILDING AND SAFETY
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND THE OASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 7715 CONVOY COURT REVIEWED FOR COMPLIANCE WITH TITLE
1-800 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47"4528"W SAN DIEGO CA 92111 24 DISABLED ACC SIBLITY ON
227-2600 CONTRACTOR'S RESPONSIE31LITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES 858-560-1713 APPROVED BY: s
TOTALS 150 O.Y. 150 C.y. CONCERNED BEFORE STARTING WORK. 858-560-0380 FAX D
TWO W91i DAY$ WW YOV 010 wwwwwwwwww"Mm I - '1 a Drawing No.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCHMARK 18 0 0 0! Hall & Foreman, Inc. RECOMMENDED BY: DATE:
I "I r &
SCALE J. 111 It ITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
RIVERSIDE COUNTY 600-62-69 1970 1& 01*_ Engineering.Surveying.Planning.Landscape Architecture C
CONTRACTOR BRA S DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL Throo OotforWorid Circlo Temoolo, Co. 92590
o Qi Phn. 951 294-9300 Fox. 9$1 204-9301 ACCEPTED BY: DATE,
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD NO. 21914 z - - PRECISE GRADING PLAN
AS SHOWN EXP. 6-30-0-1 RONALD J. PARK$
In PREP ED ,,,,,,BY:
INSPECTOR FROM POST OFFICE AT TEMECULA 29* N.E. OF THE DEPUTY DIRECTOR OF PUBLIC WORKS R 0 0AW 0 MODEL COMPLEX
PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. 3*
S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL ANTHOW J. TERICH DATE:
R.C.E. No. 21914 EXP. DATE 6�30_0 R.C.E. No. 19744 EXPIREa__2/30 TRACT NO. 30264-6, LOTS 56-60 SHT. 1 OF 2
J07
DATE COMPLETED---,
Now
op 209 40" 609 80"
SCALE: 1 20'
PAVING NOTES
1•
MINIMUM PARKINGL1-0075
• MINIMUM GRADE FOR RIBBONI • T•
ti
• IL STERILIZER L
PAVING.78SURFACES PRIOR TO PLACEMENT OF
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THANA—
. .„ .. FOURTEEN 1YFOLLOWING PLACEMENT OF THE ASPHALT
79
.. •...r,..,
SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SEC11ONS 370
, AND 94 OF THE STATET P I FI G TI N •
5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA
DEPARTMENT OF PUBLIC
WORKS FOR AN ENCROACHMENT PERMIT FOR
ALL WORK WITHIN I I •
` • THREE INSPECTIONS IDEPARTMENT
PUBLIC , ONE INSPECTION SUB—GRADE COMPLETION9 AT
T
BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING.
,m • CONTRACTOR SHALL RESPONSIBLE FOR E CLEARING OF THE
11 7mi h
107.57
, `T OF ALL EXISTING
Tai.
T. '. "
UTILITIES. I INFORMED 48 HOURS PRIORBEGINNING
OF CONSTRUCTION AT —6411.
(951) 694
113« 7 • IL ISHALL
PRIORPERCENT COMPACTION OF BASE TO CALL SECOND INSPECTION
PLACEMENTAND A OF ASPHALT PAVING.
c�
• COMPACTION ST G SEVATIO OF SU GRADE OR BASE ROCK GR
ADE
00
I IL ENGINEEREST OOTGRADE INSPEC WILL IN
1
LO 1 ,
CONJUNCTION NTH OR PRECEDED BY TI TES
TM
06
.. 1
T
• FINALDESIGNL I
VA N AC11,40""1F1 p4L MINIMUM .
HIGH WHITE LETTER PRIOR
VISI ° C
SIC
F
, , 1
,,.
SIGN
TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE
WHEN A
HODOLOGY SET FORTH IN CHAPTER 600 OF THE
"R" VALUE METHOD. THE "R" VALUE TESTS
_
ct� _ HIGHWAY ITI S IS , � , k I L LI_SES P , «AISLL 1 T
NO. 301 AND SHALL
S. c
1, a , LOCATIONS
G. .v` 1 I I L I
105.860 ..
"maaua
tl,rr i,.n. .,.,» ,..,:x,
OF THESE TESTS
SUBJECT TO APPROVAL BY THE
DIRECTOR
.�,. .,� •..,... .,,. ,µyr fi, ,{&.. ,k ,.ni r,, a ,:
14,55
" a
y ^ j:r y •n<4 f€'t;wrma x , PUBLIC WORKS.
1.
TION
i.a a
a,
OF SEC
ASPHALT CONCRESHALLGNFOTG ALL PROSI
° O � OF THE CURRENTTA DAD SPECIFICATIONS OF PUBLIC WORKS
1 9 CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE CAR400•
tt
,
'yI I
ICKNESS IS 3 INCHES
TIONS L CONTAIN
..r............
,",
Pa CF °
1 ✓' S. WASPHALT CONCRETE SEC
51
1115 9
- INCHES.
P4
BASE COURSE OF B
05
. .v,
/ I
P ,
✓c1,326 31
S. hry
S
PARKINGh
1 1 1 1 m 1 « ' 1 ,
T.
VA F.S.
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ACCESS SIGN— ON
4. ,
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1 1 1 1:,26 1 1 1 1 . _ yRIM '
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4
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1111 .57 P/NE DF� \/E
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CONSTRUCTION NOTES
''�'" (" .".. p�" pw , "+a „ rb.,< € d.:�Ft<tY•^^q°; 1.4
C m w e•s°p W� tr,rt t iu'
... °„„f m ."w". 'r,• !; {� �' 4 e j1.yr' ,,,.rr
1 CONST. " ASPHALT PAVING OVER COMPACTED NATI SOIL
F' P �� INSTALL CONCRETE EEL STOP
r'
CONST.3 CONST. 6" AC DIKE PER SM DWG No 214
CONCRETE SIDEWALK • •T• STD DWG NO 401
x,
(SEE LANDSCAPE ARCHITECT'S PLAN FOR ADDITIONAL INFORMATION
@INSTALL 4" PVC, SCH 40 DRAIN LINE
41, "
1
Underground rviAlert
BUILDING
IIS TOLL FREE REVIEWED FOR
COMPLIANCE
DISABLED0 24 I LI
227-2600 APPROVED
BY-0
Tf
I elo em
�� i •
Hall & .Foreman IncBENCHMARK • • T ,
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE DEPARTMENT OF PUBLIC WORKS
RIVERSIDE T 600--62-69 1970
J. Engineering•Surveying•Planning•Landscape Architecture CITY OF TEMECULA
C HORIZONTL Thrall a rid Cate Tom fok Co. 92594
ISC SET 1' MT OF CONCRETE POSTNO. 2191 h .
951 294— r xa 9$1 294-9,V1 ACCEPTED BY:
STAMPED 68 RESET, •1.3 MILES S.E. ALONG PALA ROAD AS SHOWN • —
07 mm RONALD J. PARKS PRECISE GRADING PLAN
PREP
FROM • •e
T I L ' • • IPUBLIC
MODEL COMPLEX
INSPECTOR
ra
• •
OF 36' CONCRETE STANDPIPE. ELEV. RLS fisc
•
2 OF 2• • • -�- • e • 19744
I
DATE
L T