HomeMy WebLinkAbout5266-1 *
GENERAL NOTES FOR SUB-DrwSION 1YPROVE1tens 15. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND CONSTRUCTION NOTES AND QUANTITIES
TEFREUENCY AS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY
SPEQCFICATIO S. OUTUNED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND STREET I M P R 0 V E M E N T PLANS IO CONP PER REPORT ORVER 9" A.B. IO SR 12"DC COMPACTED (90%) NATIVE QUANTITY
STANDARDS AND SPECIFICATIONS. 16,775 SF
16. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE. OR CURB AND/OR GUTTER, THE O2 CONSTRUCT 8" CURB AND GUTTER PER SB Co. STD 115. 342 LF
2. BENCH MARK DATA - U.S.C. & G.S. OR OTHER DATUM ACCEPTABLE TO THE SAN BERNARDINO CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. O N T A N A A T E RCOMPANY
COUNTY PUBLIC WORKS DEPARTMENT SHALL BE USED. THE BENCHMARK USED ASA ABASIS SHALL BE O3 SAW CUT EXISTING A.C. PAVEMENT TO FORM SMOOTH JOIN. 447 LF
IDENTIFIED. 17. PLACE CONCRETED ROCK SLOPE PROTECTION 12" THICK PER STATE STANDARD SPECS 72-5. (METHOD
"B" PLACEMENT USING COBBLE CLASS ROCK). O REMOVE EXISTING PAVEMENT. 1,288 SF
3. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 303A, AND 303B SHALL BE
CONSTRUCTED AT EACH INTERSECTION. 18. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC N ■ W. 0 F ARROW R0UTE A N D TOKAY AVENUE ® CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER SB Co. STD 129b. 2 EA
WORKS, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, PRIOR TO MAKING APPLICATION0 CONSTRUCT 4" P.C.C. SIDEWALK PER SB Co. STD 109, TYPE C. 2,097 SF
4. PRIVATE ROAD MARKERS PER SAN BERNARDINO COUNT "P.U.D., PRIVATE ROAD STANDARDS" SHALL BE AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. '
CONSTRUCTED AT EACH INTERSECTION. 19. DEPARTMENT OF QUALITIES.
WORKS APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR C 0 U N T Y OF S A N B E R N A R D I N 0 ' C A O CONSTRUCT CURB OUTLET STRUCTURE (INLET TYPE II) PER SB Co STD 210. 3 EA
5. STREET MARKERS SHALL BE CONSTRUCTED AT EACH INTERSECTION IN ACCORDANCE WITH APPLICABLE
SAN BERNARDINO COUNTY STANDARDS. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY 0 INSTALL "NO PARKING" SIGN (R26) PER MUTCD 2003 CA SUPP. FIG. 2B-101. 2 EA
AND STATE SPECIFICATIONS. 20. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY
CONSTRUCTION ON THIS PROJECT. 10 CONSTRUCT VARIABLE WIDTH U-CHANNEL PER DETAIL HEREON. 6 LF
♦ INDICATES STREET MARKER TO BE CONSTRUCTED (STANDARD 303, 303A & 3036) 11 CONSTRUCT JOG DETAIL PER DETAIL "B" ON SHEET 2. 1 EA
• INDICATES STREET MARKER TO BE CONSTRUCTED (STANDARD 303C) YELLOW POST (NONMAINTAINED STREETS) 21. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALKS, 12 INSTALL REDWOOD HEADER PER DETAIL ON SHEET 2. 21 LF
1 INDICATES POST WITH REFLECTOR PER STANDARD 306 AND DRIVEWAY APPROACHES SHALL BE SCARIFIED TO THE DEPTH OF AT LEAST EIGHT (8) INCHES AND
• INDICATES CW (ROAD NOT MAINTAINED...) TO BE CONSTRUCTED MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURSLu * QUANTITIES SHOWN ON THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR
PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTIVE SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
6. A PERMIT WILL BE REQUIRED FROM THE (NAME THE PERMITTER) PRIOR TO ANY ENCROACHMENT OR EFFORT. a LuLu
CONSTRUCTION WITHIN THE PERMITTERS) EASEMENTS OR RIGHTS-OF-WAY. FOOTHILL BLVD a ¢ ROUTE 66
22. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER POLES, WATER \ w ycc LEGEND
7. LEAVE 8"X 8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC., WHEN SIDEWALK IS PLACED ADJACENT METERS, VALUES, HYDRANTS, ETC. SHOWN OR NOT 22. SHOWN ON THESE PLANS WITHIN THE UMITS >
TO CURB. OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL w Q m o
BE REMOVED OR RELOCATED AT THE DEVELOPER'S EXPENSE, AND AT NO COST TO THE COUNTY OF z ¢ PROPERTY BOUNDARY LINE FS FINISHED SURFACE
8. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES, SAN BERNARDINO PUBLIC WORKS DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ¢ w v ----- CENTER UNE G GAS
A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY ALL AGENCIES CONCERNED. L w FLOW UNE GB GRADE BREAK
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO aLI > �- CIVIL ENGINEER
PAVING. 23. ALL C.S.P. INSTALLATIONS AND' CONNECTIONS SHALL BE MADE PER MANUFACTURERS SUGGESTED SI TE -160- CONTOUR HP HIGH POINT
cc a DEVELOPMENT RESOURCE CONSULTANTS, INC. LP LOW POINT
METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. z 800 S. ROCHESTER AVENUE RETAINING WALL
9. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL , SUITE 4C
w BW BACK OF WALK R PROPERTY UNE
SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY DEPARTMENT OF 24. WHENEVER A STREET WITH PREDOMINANT GRADES EQUAL TO 3% OR GREATER IS CLASSIFIED BY w ONTARIO, CALIFORNIA 91761
PUBLIC WORKS, FIELD ENGINEERING DIVISION, DEPARTMENT OF PUBUC WORKS PERMITS SECTION, FOR COUNTY AS A WATER CARRIER, DEFLECTOR CURBS OF A TYPE SATISFACTORY TO COUNTY `�' / a C&G CURB AND GUTTER R/W RIGHT OF WAY
a ATTN: STEVE REINER, P.E.
REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A REQUIREMENTS SHALL BE INSTAI I FD ON THE DOWNSTREAM SIDE OF THE DRIVEWAY APPROACHES. Q (909) 230-5241 CF CURB FACE SD STORM DRAIN
PLAT SHOWING THE LOCATION OF SAMPUNG, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT ARROW ROUTE
TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR 25. CURB AND GUTTER, CROSS GUI!LIR AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF 0 ¢ w CL CENTER UNE SW SEWER
ALL R VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN = w o a z T TELEPHONE
v z w w E/T ELECTRICAL
GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE TC TOP OF CURB
Ls,
J ¢ o a z FE FINISHED FLOOR
WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAW-CUT AND REMOVED IN I z
10.COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. m U.
FG FINISHED GRADE TG TOP OF GRATE
GROUND, ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A VALENCIA AVENUE
a TW TOP OF WALL
WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO FH FIRE HYDRANT
26. IF DURING CONSTRUCTION, GROUND WATER IS ENCOURAGED, A SYSTEM APPROVED BY THE SAN N
COUNTY PUBUC WORKS DEPARTMENT, FIELD ENGINEERING DMSION, PUBLIC WORKS PERMIT SECTION, BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE INSTALLED TO DEWATER SAID AREA FL FLOW LINE TF TOP OF FOOTING
FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. AT THE DIRECTION OF THE SOILS ENGINEER. FLOW ARROW
11 .AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO 27. THIS PRIVATE ROAD SHALL NOT BE ENTERED INTO THE COUNTY MAINTAINED ROAD SYSTEM. _
COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DMSION, AND PERMIT SECTION, LISTING �TT CERES AVENUE > 3
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: 28. THE ENGINEER SHALL INSPECT AND CERTIFY THAT ALL PRIVATE ROAD AND DRAINAGE IMPROVEMENTS l Y < m 3
HAVE BEEN BUILT IN ACCORDANCE WITH THE APPROVED PLANS.
Ic
MERRILL AVENUE
et
A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. a O�P� ow
B. STABIUTY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 29. ALL 0.40% OR LESS CURB GRADE UNES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED o F o
BY THE ENGINEER BEFORE POURING CONCRETE.
o
12.THE WATER MAINS AND THE GAS MAINS SHALL BE PLACED UNDERGROUND PRIOR TO PAVING x
VICINITY MAP
CONSTRUCTION. THE SERVICE LATERALS FOR THE WATER SYSTEM AND THE GAS SYSTEM SHALL BE 30. EXISTING COUNTY ROADS THAT WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT 52' w CL 52'
INSTALLED AT A LATER DATE. WHERE IT IS NECESSARY TO CROSS THE PAVEMENT, SERVICE LATERALS ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. NOT TO SCALEI
SHALL BE BORED INTO PLACE.
27' 25'
31. IF AN ELEVATION DIFFERENTIAL OF 5' OR GREATER EXISTS BETWEEN ANY PROPOSED SPLASH PAD AND k 12' I 40' �i� 40' - 12' I
13.FILL AND GRADE TO DRAIN ALL LOW AREAS ABUTTING TRACT ROADS TOA MINIMUM OF 1 % GRADES. THE EXISTING NATURAL STREAMBED, ADDITIONAL CONCRETED ROCK SLOPE PROTECTION AND/OR 6.5 1
EROSION PROTECTION MAY BE REQUIRED AS DIRECTED BY COUNTY INSPECTOR. I 24' I X 18' I 22,0'1 0 .11
1 ;
14.ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 93% MA __ __ o_ 2,p% "
90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5.' OF GRADING PLANE. THE TOP 32. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE I Q O 1.A8�TN _ __ o a T_
0.5' SHALL BE DENSIFIED TO 95%. WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ?- ; '
15. DEPARTMENT OF PUBUC WORKS APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE I ___ �- . -___gym;
PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. 0 i i
ESTIMATE OF QUAUTIES. I '--1_
33. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION, IT / 1 I 1 0 I _
MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED f / ' I MATCH EXISTING I a- 20,0'± FUTURE CURB
ROADWAY IS OPEN FOR TRAFFIC. AT THAT TIME, IT WILL BE RELOCATED THRE (3) FEET BEHIND THE 18.0'± SOUTH OF C/L w BY OTHERS
NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED I o
Lu
BY THE ENGINEER. \' 1 I
0
TRAFFIC CONTROL-GENERAL NOTES I w
1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN COMFORMANCE WITH THE MUTCD 2003
,c
AND THE CALIFORNIA SUPPLEMENT TO MUTCD 2003. �� of
6" VARIES FROM 6" . 1 TYPICAL SECTION
12" TO 48" 2. ALL STRIPING (LONG UNE) AND PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE PAINT. l w STA, 26+60,35 THRU 30+02.45 (NTS)
BATTER AT 3:12 3. ALL SIGNS SHALL BE HIGH INTENSITY (FHWA TYPE III/IV) RETROREFLECTIVE SHEETING, EXCEPT: L ARROW R0UTE
A. STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SWINGS) J 1. I I z
RETROREFLECTIVE SHEETING. 1 W
r2" `O B. "NO PARKING" SIGNS SHALL BE OF SUPER ENGINEERING GRADE (FHWA TYPE II) RETROREFLECTIVE SHEETING
N + d C. SCHOOL SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW-GREEN (FIG) f Q
RETROREFLECTIVE SHEETING. - 1.
I.
-uc\...._________j lc_ D. STREET NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETROREFLECTIVE SHEETING AND CONFORM . r I >- PRIVATE ENGINEER'S NOTICE
TO COUNTY STANDARD 303. . 1 Q TO CONTRACTOR:
E. CONSTRUCTION SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT ORANGE RETROREFLECTIVE SHEETING. j I Y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,
#4 REBARS 4. ALL DELINEATORS, CHANALIZERS, AND OBJECT MAKERS SHALL BE OF FHWA TYPE VII RETROREFLECTIVE SHEETING. I 0 CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED
6"x6", #10x#10 r I- BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
W.W.M. 5. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(A) AND 303(B). r 1 KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
6. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS SHALL BE REMOVED BY r 1 I PRECUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
THE CONTRACTOR. REMOVAL SHALL BE ACCOMPUSHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY - -- -� I THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL
"Vs CHANNEL DETAIL
1 0 COUNTY REPRESENTATIVE. - , , , LIABILITY AND RESPONSIBILITY FOR THE UTILITIY PIPES, CONDUITS, OR
q N.T.S. ° I I I I / I STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS
N 7. ALL CONFUCTING SIGNS SHALL BE REMOVED, RELOCATED, OR COVERED BY THE CONTRACTOR. .; 11
.(8 RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY i CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
I REPRESENTATIVE. ) ( r RSPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF
8. ALL UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS / \ I I I I 1 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
- I 'L I - I I SI CONSTRUCTION
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
(i.e CATCH BASINS, HEADWALLS, POWER POLES, END TREATMENT OF ASPHALT DIKES AND CONCRETE
Underground Service Alert CURBS) SHALL BE PROTECTED BY DELINEATORS OR BARRIERS PER THE CALIFORNIA SUPPLEMENT TO -----------------------
--------------------------) CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
r TO THE MUTCD 2003. AND THAT THE CONTRACTOR SHALL DEFEND. AND HOLD THE COUNTY
a viEFORE yoG 9. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (I.E. CROSS STREET STOP, STOP LIMIT LINE ) OF SAN BERNARDINO, THE OWNER, AND THE ENGINEER HARMLESS
E )� o Call: TOLL FREE ARROW ROUTE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
m �P �, AND CROSSWALK PAVEMENT MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
m a /PM 1`V\ 1 - 800 REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE MUTCD 2003 SHEET INDEX MAP FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER
3 AND CALIFORNIA SUPPLEMENT TO THE MUTCD 2003. OR THE ENGINEER.
227 - 2600 SCALE: 1'=100'
g 2 kkk 10. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK
8 E �Y THROUGH) WITH TRAFFIC DMSION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO
o� TWO WORKING DAYS PROJECT ACCEPTANCE.
Li_, it/t07
` BEFORE YOU DIG
N au \ CHIEF, TRAFFIC DIVISION DATE
0 N BENCH MARK: COUNTY OF SAN BERNARDINO W.O. NO.
Dere pment Resource Consultants, k STREET IMPROVEMENT PLANS
.-a pFES$/ t Cif Engineering •. Land Surveying •• Land Planning _ - -- - DEPARTMENT OF PUBLIC WORKS
1. BENCH MARK: S.B. CO. HWY. MONUMEMT NO. 1656 oe�p AU? ®R I °I. 1 �'• S ROCHESTER AVE, Sur 4c, oNTARIo, CA 91761-8171 - TITLE SHEET ROAD NO.
Nemit 4/4e.4 (•1') 230-5241-PH (909) 230-5246-FA% APPROVED BY 129250 AG
moo, CHISELED CROSS ON EASTERLY END OF EXISTING CURB AND GUTTER AT S.W. �� �. Designed by. Drawn by. Checked by.
SC SC SR
a' CORNER OF ARROW ROUTE AND ALMERIA AVENUE Z z APN: 01234 081-64 158-159
a ELEVATION = 1244.639 No. 41308 A - FILE N0.
o�„ * Exp. 3/31/09 * �� , ) SUBMITTED BY C.D.E.
Z m 2. SURVEY DATA BASED ON PARCEL MAP NO. 16005, P.M.B. 200/8-9. sT �Q I I L V RECOMMENDED/APPROVED BY - ASST. DIRECTOR OF PUBLIC WORKS DATE FOR THE
o•=- BASIS OF BEARINGS IS THE CENTERLINE OF ARROW ROUTE, BEING el CCM. rl R, -. . . 4130: •A FONTANA WATER COMPANY 3
J N 89'41'29"E PER PARCEL MAP NO. 16005, P.M.B. 200/8-9. CM. Designed by. Drawn by. Checked by. I li`. 1241307 SHEET 1 OF
SC SC SR No. Date By REVISIONS App'd N.W. OF ARROW ROUTE AND TOKAY AVENUE
LAND DEVELOPMENT ENGINEER DATE DIRECTOR OF PUBUC WORKS DATE
5266-1