HomeMy WebLinkAbout1081 TRA
wIL-50 N AYE.
w C, NON 13060 GENERAL NOTES
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a IN THE CITY OF RANCHO CUCAMONGA 22. PRIM TO INSTALLATION OF ANY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
PAVING, A MATERIALS REPORT CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD
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'(W? HIGHLAND AVENUE SHALL BE SUBMITTED TO THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION.
W CITY ENGINEER. LISTING ALL CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE
TESTS OR DETERMINATIONS FOR ADHEREANCE TO THESE STANDARDS AND SPECIFICATIONS.
_ J COMPLETED TO VERIFY: SIEVE 2. ALI, PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEIPHONf: OR POWER
I ANALYSIS AND SAND EQUNALENT POLIS, WATER METERS, VALVES, FIRE HYDRANTS, SHOWN OR NOT
HiGI-SLGND LVEOF AGGREGATE BASE. SHOWN ON THESE PLANS WITHIN THE RIGHT-
Of-WAY LIMITS OR IN
23. PAVING SHALL BE PERFORMED ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL
DEER� FUTURE IN ACCORDANCE WITH R-VALUE BE REMOVED, RELOCATED OR PROTECTED IN PLACE. AS REQUIRED AT
AND PVEMENT TESTS TAKEN NO COST TO'°'TM CHAN � PROJECT COMMERCIAL TO DETERMINE STRUCTURAL 3. A PERMITS A}LL BIE TY OBTAINED FROM THE CIOF ANCHO YAOF RANCHO CUCAMONGA
ST. FACILITY SECTION (PRIOR TO FINAL PLAN ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR
APPROVAL). CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
RIGHT-OF-WAY.
. POMP191-All
50. MCIFIC le/IT 5 4. •
80!i+ --F NC-,!N!,!'R. TIit REPORT SI11TIA9 I4 PROPRF+•1=�,
5A5E LINE AVE.
r!1- esti=ire--A N I� FYAI,tIATIRN. 4Pf R O Y A!, W 11 A, l i l; (414114) W11144
5. ALL SEWER, WATER, ELEC'T'RIC, GAS, PHONE Olt OTHER UTILITY
LATERALS, MAINS, OR CROSSINGS SHALL BE. CONSTRUCTED PRIOR TO
PA VING.
6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH
VICINITY MAP 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 TEST SHALL BE SUBMITTED
N.-r 5. TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO Till: PLACEM4NT
OF BASF. MATERIALS AND/OR SURFACING.
7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE
M FUTURE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR
MEDIUM DETERMINATIONS COMPLETED VERIFY:
AMR RAMP fif}bI V A I11;���' op
b�.,�...r•
DENSITY .
(B) STABILITY, OIL CONTENT AND GRADATION OF ASPHALT
SURFACING.
8. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS
OF A ROCKY MATERIAL, THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS
SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER
THAN THE NATIVE SOIL.
9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILTY FOR THE CORRECTION OF ERROR AND OMISSION
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED
PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
Q SCALE lou QOO' FOR APPROVAL.
3 10. WORK SITE. AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD
FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE
PRIVATE ENGINEER'Sohm CLEANED UPON REQUEST OF THE INSPECTOR.
11. THE RESPONSIBLITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING
C 1 REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND
. - NOTICE TO CONTRACTOR � �I WATER, GAS, PHONE, l:LI:C'CItIC Oft ANY O`CIII:It UTILITY I.INIi
INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWN}:R, AND SHALL
BE ACCOMPLISHED IN COMPLIANCE. WITH APPURTENANT ORDINANCES
tQ AND STANDARDS.
THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO FOR ANY DAMAGE TO EXISTING FACILITIES IkESULTING DIRECTLY OR I
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR FUTURE INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES
IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE COMMUNITY ARE SHOWN ON THESE PLANS.
i
UTILITIES SHOWN AND OTHER LINES OR STURCTURES NOT SHOWN ON THESE 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED
PLANS. FACILITY -1c BY STRUCTURAL SECTION.TO BE INSTALLED. i
�.r` 14. ALL REQUIRED STAKES SHALL BE SET BY THE, CQNTRACTOR OR ENGINEER.
�
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON K 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT,
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THATSHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4"
ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC V�CTOR�A P DOWEL PINS AT ALL EXPANSION JOINTS.
IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 16. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION,
WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL
DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01
FOOT OF SUB-GRADE ELEVATION AND AT NOT ""ARE THAT 50' INTERVALS.
THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE
SCHOOL/PARK SITE ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE WARPED OR VERTICAL AREAS.
IN P130441- WO PAVROR 9139 pf-R-4w
"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS
STERILAN7 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED
RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE
NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES
WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
NEGLIGENCE OF THE OWNER OR ENGINEER. 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND
ESTIMATE OF QUANTITIES.
UTILITY CONTACT 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD
NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION.
21 . CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO
CONTACT TT T 1 A T EXCAVATION. PROVIDED FOR YOUR CONVENIENCE IS A LIST OFTHE FOLLOWING. AS REQUIRED. FLOURS PR10R TO EXCAVATION: UTILITY COMPANIES BELOW LEFT.
GENERAL TELEPHONE COMPANY: IBM) 4122-41132
280 SOUTH LOCUST.
P.D. BOX 2920 C 13
POMONA, CALIFORNIA 01766 i�S RELOCATED STREET UGIA`T to 29-Bfo Ply R
SOUTHERN CALIFORNIA GAS CO: 171411520-2070 CITY
CITY
2191 EAST BIRCH STREET 17141 525-288DESCRIPTION OF REVISION DATE 9 �
BREA. CALIFORNIA 92521
CUCAMONGA WATER DISTRICT: 714) 11187-MI �Z CITY OF RANCHO CUCAMONGA
9641 SAN BERNARDINO ROAD Q IMPROVEMENT PLANS
STREET
RANCHO CUCAMONGA, CALIFORNIA 01730 �` \
V
N
� T TITLE SHEET
LYO -- 0- --� w
!e WILLIAM LYON4 ars oamy INDICATES SHEET N0. Ci TRACT NO,.FAIRMONT WAY 13060
•540 ARc11DQ 6 4 APPROVED BY: REGISYRAT(ON DATE:
11ANCM0 CUCAMONGA.
CALIFORNIACOR IL 91130 �j� � F � —I jyA
M a F cai Z CITY ENGINES RC.E N0. 23889
4 A c 6 E 3
~ W r
STER STREET W - -
m z U U a BE MARK s.N. 163 B DESIGN R
l T A 130 0 a I ELEV. 1297.297 CNH L*4U fA;501rIAffoc
MORSE CONSULTING GROUP 5 v I BAY LOM STREET 241 MST OF S BT?WANDA DRAWN W �\ SHEET
IFF PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE v AVENUE AND 40' NORTH '
4860 IRVINE BOULEVARD, SUITE#201 I — — �j — OF% BASELINE, SET BRASS 10
IRVINE, CALIFORNIA 92714-1299 BENCH DISC. IN TOP OF CHECKED .rA � LtA"1` 9-30-89 DRAWING NO.
IRVINE (714) 7347117 PALM DESERT S P R R NE END OF A 41x2' CONC. �CE Np 20596 'O 8
BOX CULVERT. - OATS - r_,.,.,..��_'. TLE NO
CONSTRUCTION NOTES AND ESTI MATED QUANTITIESTRACT
NOW 13060
1� CONSTRUCT 4" A.C. OVER 4" AGGREGATE BASE
- CONSTRUCT 3" A.C. OVER 4'rAG6REGA-M BASE 1001009 SFI IN THE CITY OF RANCHO CUCAMONGA
a- CONSTRUCT 4NP.C.C. SIDEWALK PER STP. rM6 . N2 310 > 31l 20,300 SF
a-- CONSTRUCT a CURB � e4`q QUTTER f"CER sTv. 'PWG. NEI S03 11250 LF
GQ-- CONSTRUCT SPANDREL 4 CROSS GUTTER PER STP. PWG . 308 (X = 5") 1,500 5F
7a— CONSTRUCT KAINPICAP'PED RAMP PER STP. DWG W 310 G EA
qO-- CONSTRUCT 6N CUR$ ONLY PER STP. VWE. N" Sot 85 LF
®-- CONSTRUCT 0"'CURB # e+" G UT1 EK MR MTAIL ON :5W. N° 2 4,410 LF
to INSTALL STREET NAME 516N P&R STP. 401 6 402 5 EA
r1 INSTALL STOP 416N PER 57*ry 401 A 402 G EA
12 INSTALL STREET LIGHT 5500L 25 EA
13 INSTALL A"SOLID YELLOW STRIPE 300 LF ��}}
14 INSTALL STOP � STOP BAR R/W `C R/W
3a-- CONSTRUCT 6'TO8"TRAN51T10N CURB ONLY _ 83 LF. I
gp CONSTRUCT LOCAL_ PEPRESSION PER STD. 518 3 EA 4' 4 r ¢�
3l AOJ!/xST�Y.4TE.� l64L VE T�6^r,40E 8 EA P.U.E r U.E
�- .qct csr sEw .+�.vyo�E ra �.egoE 13 EA 23' 23•
4a¢ 30 LF
_ 5
o-- REMOVE EXISTING BARRICADE 120 LF
I
ADJUST MANHOLE TO GR4xDE I EA
�— INSTALL STREET TREES 233 EA
i
0.30' 0.03` 0.30'
rT
` �.4--�.♦— — •1.685
4 4
,Z l
2 % 29
CURB LINE J
T.G. ELEV. b" 24• TYPICAL SECTION
s=Aa NO SCALE
Y2"R %"R %"LIP TOP OF PAV. BAYLOR STREET CHICAGO COURT
1:4 BATTER ARM5TIRON G PLACE PAVC NPORT COURT
° R WOOPBURY COURT WWEATON COURT
2QYa'• ST&RLINCz COURT
::e. . T.t.: 5 R =
P/W I R/W
4, 4,b 4,
Flu F.u.&
PETA1 L ® G " C.I= 4 24" GUTTER-
NO SCALE 1 t
5' 16' 5'
i
i
1 1
- 0.47O.tO'
'
1 0.47' I 1
FT'
16�° •r-y- �` 1.688% --
4 4
s 5 NOTE ALL UTILITIES ARE TO BE z
TYPICAL SECTION LOCATED BEHIND SIDEWALK, INCLUDING ° Q
PROFILE LEGEND
NO SCALE MAILBOXES, STREET LIGHTS
x , FIRE n W
CAMPBE b PLACE HYDRANTSETC. INDICATES GRADE BREAK
MANCNE5 ,TER STREET TG ----- /. INDICATES TANGEN GRADE
T.1. s 5 R 68 ,
DESCRIPTION OF REVISION DATE CITY
�IlovEo
CITY OF RANCHO CUCAMONGA
STREET IMPROVEMENT PLANS
ON
DETAIL SHEET
.% ewILLIAM LYON(a„ � TRACT NO. 13060 640 ARctnsALo sum 6
IIAMCNO CUCAMONGA, CALNTORNtA 9110 APPROVED DATE. r
CITY ENGINEE RC.E NCI. 2389
DESION
6 N0. 20596 T m
MORSE CONSULTING GROUPSH
DRAM►N �'. `p �' � *`1� SHEET
PI-410M •EIVGJNFF_RJNG•LANDSCAPIEARCHJTECTURE or A( _
4860 IRVINE BOULEVARD, SUM#1201
IRVINE, CALIFORNIA 92714.1299 CHECKED ” � P. 9- 0-89 DRAWING two
IRVINE (7LIF 7RNIA 7 PALM DESERT � � • lM RC.E,NO 20596
DATE FILE NO J O at
f
BENCH MARK B.M. 163 B] j -4 .4 ELEV, 1297.297
.4 . .... .... .....4-- 24' EAST OF ETWANDA AVENUE AND -40 NOR I H OF
0-c-....... ........ J, BASELINE, SET BRASS tit BENCH DISC. IN TOP OF NE 3 E-ISID OF A -4 x z CONCRETE................ ...... ... . ... .......... ....... .. ...... ... . .... .... ..... .... ... ... CD... . .. .... uj L4 . . .... .....t4' 4 3 .. .. ......IP4............. . ...... . .....0 n Lt 0 idD IL ...............
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t.......... y#A n 6% 4 4�, ::?r L vex
T
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OAVEN PORT COURT
0
, e ,z ep!515, C70-16FT NO- 4 to-bc/ 0 #- % msTRoN6 PLACE- 0.:. 4 R Aft r7
b r+, 1 � ? I 64 cee 4HCET NO . -4 44 tq -i
LL 17-4.r7 E.C- II 0o'4+1745 E +&+*2--,z.1-7 5-C. r7' V u c MATr-H LINE;1 .17 0.31 0 V.c
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tA H D 1 -U-, SEWER EASEMENT v PL-- RELOCA,7ED 5-TRF-F-T UC-jv4T 10-2-9-8&
IItj CITY
I . I I - -3-7 5 DESCRIPTION OF REVISION DATE *0MED
-w 1,+7 -6-7-7.�Q - - - - - - - - -W- - I MAPP
Zug - Cf., F-L jlcP PL-VCF H
cl 70 1c; r7.197 CA(*4 CF 19
4(p 12 0 fl., FL-4 Cf EQUATION' 5TA I?t".O& BACK PLAN AND PROFILE
(00.00 C0.601�-- 0. 0 G().00 - - I A/ CHICAGO COURT
lu 5TA 12+65.84 AHEAD
9 it I u'% 5TA. 5423.06 TO BAYLOR STREET STA T*3*2.39 BACK 4 to.I!GkUA*TlOki Q V
11-x ,STA 7+13.94 AHEAD 0 1 Li 15AYL011t STREET
CONSTRUICTION NOTES . I N 7,-y CHICAW COURT TO DAVEN POKT COURT
1 4 w O- CONST. XvA.C.. OVeR 4"A.B. 0 TRACT NO. 13060
(�>-CONST. SIDEWALK PER STO. 310 A 311 i APPROVED BY: DATE: /0+ r+1 r77 INEE RC.E NO. 23889
@--CONST. SPANDREL A CKOSS roUTTER - F;F-K STO 308 (X 3147 so 54- 5; CITY ENG- 4 50 I(Z7�-CONST. HANDICAP RAMP FER STE). 310 DESIGN Rpq� D
4b CONST. G'f CURB WITH 24" GUTTER (DETAIL ON SHT Z) x ER STO x 401 402 2&O - INSTALL STREET NAME SIGN F 05�6 rz INSTALL STREET LIGHT 5800L DRAWN SHEET
C T Q;*CURB ONLY PER STD. 301 mr . - or o N S BAYLOR STREET 1 ,e41-V4e 72:7 dF,4Z�4,0-W' R7-1 I xp. 9-30-- 9 DRAWING NO.
.14el,-97-c0r,6W�--,C 7-a 4�9,46-4Z>-,O' TANL"- IiOse R.C.E.plo 20596 1
14,Z7 DATE FILE NO-t I'A 4 f 4- -
jA r
C-71 +I4�
01c. ,.. ........ -A BENCH MARK aM. 163 B ... .......... .... C) -T ELEV. 97.297 IE t" I - z if... ... ........ .........-4 wo ...........t ......j .......40' NORTH OF I ......... .....24' AfT OF & ETIWANDA p-...... .... ..... ......AVENUE AND 0 J7�0 Iwo 113 ,3 v cuiv 0 00:40 BASELINE, SET BRASS To ......I..................... .............. .............11�BENCH DISC. IN TOP OF NE co I �. 1. . .A f � Li END OF A 4'x2' CONCRETE 6%%r 112 its to......... ......BOX CULVERT. I./Zrou/w -0.6 ........... ..... . ..... 4:............... kj .. ..... .... ...0 u- oi.(3...... ................ l .1 _ . 4. d-40.......... r- � %3 u� t 4 ...... .... +411 00.M! 4 t r_#4' %of%oof c %+...... ....... .........4 1 ' I . f 7 e co....... ... Ir 0 Dim: co 0)(o.. ........ ........... I.... ......t ......t....... ..... V Q OL
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7T� OKIZ: IN24-011
oz PLAN SCALE
14- 19 1 co 17 5 4-15AYLOR STREff 4-0 CP IF t 'yHgfT NO 140-C U F--Vg P ,TA L 4- (p T I �Zl+I I A ir7000,00* 11 -001, z9-S`Z/ 14 7 16, __1 0.to 2 D /Z10000100# 1+1b.0 0 1 1 109.ez 51 ^0 0. .91() C 9 1 * 0 b 0 I" `Z 7-00' 4-'Z.9 9 ' '2 7.94-' 91 % GCAL P 40,1 tu CAL I- I"o4-0 01 CL 10 7b p b 6 0 r?-I f 5 9# -Z-7.00' 4-1.5 IV -Z&.4-7' 4) 0(h 6 M 0 79 tj O.'7al%10 so 7 q zo I b* 24-2-00' 1b?-4.4! t 9.-7&/ N 6 70 I ul d; *F '2 1 Z 9 I I# 12 G 0.0 0 97.20/ 4-q. 1,7/ oi- .60
+ 0*6 12 4-6'4-5 '2 7b,00 (p 2- 1 7 'b I-2 1 4' 4-i 0 V 0: I 4p Ilk xe,+ H I 0'Z 0 4.'r7 1# 'Z 7.OO/ 4-b. Iol ID .�q, 1 A-6* i-2,1199" Z7.0 O/ 9.-3 5' -24..IDj I0 '-4 C4 d% 1, 0-% +(o 60 co IL 9.11, a I- 6 0 1 42 N I -1 6 - : — �\�7 7 4 W_oo 61 ca 00 4 1 — 4-1 W-c go F L (o'IC F FL-N 0 1 9 INT.A gm o-rRom& n.d i -w Fv _w w =/0-00.06 t aAY1dA ST 4 I ip e)0.I i (4) co 32 I 7.+5 5 I,eZ I L "CIF Wg*19#4T W ('j if FL-(,o#'C M.O.C. F L 7 G"31 7 I+ A hl G11 CF cy FL-4*CP o4- Go-Do/ —GO.00/IL 0 + coo.00 /-- —-ap (o 0 0 CG4-0 0 -(poc iQ
C) 5i ?p __ I 9 I T ION C4 d I LIMIT OF CONSTRUCTION
CL V1 a - -o "S. %9 v 40 iQ 2 %ebo I I
Ar
40 '77 12 Tb 74- 75 7&ro I ro?p f- 94 151 W 1-23/if III"-r.4- a igTAO
43+ C7 I-e cvH f-ST N 0 -3. 15AYLOR STREU Z� RF-LOCATEO STREE-T U C*Iii4T 1c)-*29-8,G DESCRIPTION OF REVISION DATE CITY A"*OVED
ARMSTRONG PLACE PLAN AND PROFILE
DAVENPORT COURT
STA. 13+67.lro TO 5TA. 1rot59-18
CONSTRUCTION NOTES ARMSTRONG PLAGF.
(?>—CONST. 3" A.C. OVER 4" A.S. SAYLOR STREET TO FAIRMONT WAY&CONST. SIDEWALK PER STD. 310 4 311 TRACT NO. 13060
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