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PROJECT SHEET INDEX _ _
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VICINITY MAPCUCA
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PROJECT SHEET PROJECT SHEET NUMBER• NUMBER: s�lar�.��TTEr� , ;a ���,�7 �,(
� 1 OF 36 T — 1 PROJECT COVER SHEET LANDSCAPE PLANS (1 O iNFoizMA7i0�1 s 13ti,Ed >7 7o tae t�ELIAt;:LE,
CIVIL— GRADING PLAN 19 OF 38 L— 1 TITLE SHEET ��11 oFe
e ,s", IuEeeA assoc,A �s -3as X01 vE�z�r����
v� 20 OF 38 L-2 CONSTRUCTION PLAN
RANCHO CUCAMONGA � aY � -fl•+i5 �NFORMATio�1 ANS IS uoT tZESPo"SisLE Fol
2 OF 38 C- 1 TITLE SHEET 21 OF 38 L--3 CONSTRUCTION DETAILS {�
rooTrruewe. ( Rou>f 3 OF 38 C-2 DIMENSION PLAN 22 OF 38 L---4 CONSTRUCTION DETAILS (FENCING) v izs QGr-d7- C/ o9 A;�EC�UAIy , NDR 4ay Irrt12oV-s or-
4 OF 38 C-3 PLANTER ISLAND DIMENSION PLAN 23 OF 38 L--S CONSTRUCTION DETAILS
W ��\ 5 OF 38 C-4 GRADING PLAN e� 24 OF 38 L--6 CONSTRUCTION DETAILS * oMlssious �kc►� NAA-4 �►AvE SEEM i�icorzr�o>?ATEp i�lTo
3 V 25 OF 38 L-7 IRRIGATION FAIN & LEGEND � SEs c��n�_NTs •� a >? su�� .
LOCAr f 6 OF 38 C-5 ON—SITE SIGNING AND STRIPING PLAN �\ 26 OF 38 L- 8 IRRIGATION REVISIONS AT SPORTS PARK ENTRY
` LOCATION �¢ 7 OF 38 C-6 ON—SITE EROSION CONTROL PLAN 27 OF 38 L-9 IRRIGATION DETAILS c �
CIVIL— STREET & SIGN/STRIPING 28 OF 38 L-- 10 RECLAIMED WATER NOTESSPOM
F�
col 8 OF 38 C-7 TITLE SHEET 29 OF 38 L- 11 TREE, VINE AND GROUNDCOVER PLANTING PLAN MY
1
h 9 OF 38 C-8 ROCHESTER AVE- STREET PLAN, STA. � 30 OF 38 L- 12 SHRUB PLANTING PLAN
A SON' ROUM `- 37+70 TO 47+00 �ru 31 OF 38 L- 13 PLANTING DETAILS AND NOTES
10 OF 38 C--9 ROCHESTER AVE. STREET PLAN, STA. 32 OF 38 L- 14 PLANTING DEMOLITION & ENTRY PAVING PLANS REVISIONS MR CITY USIS U1;LY
47+00 TO FOOTHILL BOULEVARD
1 1 OF 38 C— 1 O ROCHESTER AVE. SIGNING AND STRIPING PLAN ELECTRICAL PLANS DATE - -- nsscxETtox- - ePpaovgn — - nimei DATE
- I
33 OF 36 E-- 1 TITLE SHEET AND DETAILS 7-ZZ 9� 1 �cCOfd f)r.1w1nj STRM
W CIVIL— STORM DRAIN 34 OF 38 E-2 AREA LIGHTING PLAN ® WerER/s
Y x o 35 OF 38 E-3 DETAILS AND SCHEDULES
3 12 OF 38 C— 1 1 TITLE SHEET 36 OF 38 E-4 DETAILS GIMA DUN
_ 13 OF 38 C- 12 STORM DRAIN PLAN STA. 0+00 TO 9+49.65 37 OF 38 E-5 SCHEDULE AND SINGLE LINE DIAGRAM 1� iRAPPIC
14 OF 38 C- 13 STORM DRAIN PLAN STA. 9+49.65 TO 19+97.83
15 OF 38 C- 14 LATERAL PROFILES AND DETAIL SHEETT SOUTHERN CALIFORNIA EDISON � FWAI,
CIVIL- SEWER AND WATER PLAN 38 OF 38 SCE- 1 ELECTRICAL SERVICE PLANA3 CCom".
\ 16 OF 38 C— 15 TITLE SHEET
'�17 OF 38 C-- 16 ON—SITE SEWER AND WATER PLAN N
\I>� THNSE PLANS WOO PREPARED BY: FOR PRIVATE USE
TRAFFIC PLAN DERBISH, GUERRA & ASSOCIATES amiAL DATE
18 OF 38 TR— 1 TRAFFIC SIGNAL PLAN AT THE INTERSECTION 8331 UM AVINU SVIn 150 WCUU MCL CL #1730 DRAWN
OF ROCHESTER AVE. AND STADIUM PARKWAY 1993CHECKED
Iq DAIT
LICaNSB NUYHBEt 1Ltx 1 FIIB `
w 44
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- C OF C TY
I RANCHO MONICAUCA
0 n COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION
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YRo�C',r NAO RANCHO CUCAMONGA ADULT SPORTS PARK/ Q
014-
WPA - RJM -- - _ _ -- - -Traffic Engineering , Inc . .� €
EXPANDED PARKING OT
- -
nTLE
TRAFFIC do TRANSPORTATION ENGINEERING .. - 9
SHESf
_ _ RMA Group }t : _ DESIGN GROUP , INC . DBRBISS, GUBRRd asSocldTBS PROJECT T I TLE SHEET MDR 33-Zs
_ . - - T - -
680 LANGSDORF DRPI/E SUITE 222 FULLERTON, CA_ 92631 (714) 871 -2931 FAX(7^4) 871 -03i?9 _ _-_-__-_ - PLANNING AND LANDSCAPE ARCHITECTURE 83sf UTICA AVINU8 SUM ISO RANCHO CUCL U 01730 �--
10851 EDISON CT., RANCHO CUCAMONGA CA. 91730 ENGINEERS, INC. � � ++�-+ / APPROVED
92633 27285 LAS RAMBLASRTO
F
E
V
T
NSUITE 250 MISSION VIEJO CA
n r, AE-i COMMONWEALTH AVENUE, ULLEN, CA. .
(909) 989-1751 (909)989-4287 92691
(714) 680-3044 FAX(714) 680-5106 (714) 582-7516 FAX(714) 582-0429
TRAFFIC ENGINEERENGINEERSOILS ELECTRICAL ENGINEER LANDSCAPE CIVIL ENGINEER
NIM .1 OWUffff D DIDTR DeE CmNGP= _
DATE /- G OTFICIAL Sze I I ~
APP1t0vED 0 Mewatc;< No. 1502
DATE, 'Y CITY PIANNSR
PROJECT SHEET No. __ 1 OF-_. .38
3
MF 11L
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AW I 11L AF m
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uhNER`AL..NDTl_:j "
I• ALL WORK SHALL BE DONE IN ACCORDANCE WIT14 THESE PLANS,
PROJECT CONTRACT DOCUMENTS (SPECIFICATIONS), AND THE CITY STREET
OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS If m
FOR PUBLIC WORKS CONSTRUCTION, 1991 ED. WITH '92 & '93 SUPPLEMENTS. CONTRACT LLC & ES`11 "ATE UFONSTRTCTION
BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE
STANDARDS AND SPECIFICATIONS.
mw -Imm
Aff In
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER
TER METERS (D-
POLES, WA , VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT
- CONSTRUCT CURB 24" GUTTER PER GIN STD. N0. 104 A2-
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT
Alf Ar
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RA C14 CUCAMUIVGA ADULT K lj R TK PA R
sh
AW m
AV Aff 14
LAPAIVIJAD PA i NG L (i T
E DONE SHALL BE REMOVED, � � „�,�'2TO�t/S.�C 3f2T��sQB
AREAS WHERE IMPROVEMENT WORK IS TOB 2 CONSTRUCT 4 ASPHALTIC CONCRETE OVER 4 AGGREGATE BASE
RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO 611
3 SAW-CUT AND REMOVE EXISTING 8" A.C. BERM 'G' `
THE CITY OF RANCHO CUCAMONGA.
4 -- CONSTRUCT DRIVE APPROACH PER CITY STD. N0. 101-A. SEE PLAN FOR
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
HIMSELF
WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ,5lo�7'.S.'F.�'C.C. 2l.5`7D.t/S'/-� -
5 CONSTRUCT BUS BAY-RIGHT TURN LANE PER CITY STD. N0. 119
L T LA IV
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM PAINTED ktlTl-I_.
S OWN ON THESEI I
HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE H ® 6 CONSTRUCT P.C.G. CURVILINEAR SIDEWALK PER CITY STD. NO. 114
REfLECTORIZED.
I.I
PLANS. WNtTE PAINT - 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA LOCKmff
8 CONSTRUCT 8" CURB ONLY PER CITY STD. N0. 104
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION
RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. •
WITHIN THE CITY OF RA - 3 9 CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY STD. NO. 101-C
STAKES SHALL ,. •' ° •° •�/ 26r 10 REMOVE EXISTING "NO STOPPING" SIGN AND SALVAGE TO CITY YARD.
--
5. ALL GRADE STAKES SHALL BE SET BY THE ENGINEER. PAVING � •
BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT %�� o $TL SLEEVE
OF SUB-GRADE ELEVATION, AND AT NO MORE THAN 50 FOOT INTERVALS. � ,�'-' 11 TO REMAIN IN PLACE
ADDITIONAL
PAVING STAKES MAY BE REQUIRED Y THE CITY ENGINEER AS OFF-SITE I 1 IPI T
PLANK )
NEEDED AT WARPED OR VERTICAL CURVE AREAS,
FIRE ACCESS 12 REMOVE AND RELOCATE STREET LIGHT PULL BOX PER S.C.E. PLA
DO NOT BLOCK GNAIN 1 ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SFiALI.. i3 REMOVE EXISTING "FIBER OPTICS UNDERGROUND" SIGN
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, 130LLARD CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, AND MAINTENANCE
OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
MARKED ON -�- UAL REGULATORY AND WARNING SIGNS OTHER THAN PARKING SIGNS SHALL. BE MINIMUM i4 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL AND STREET LIGHT PER T . S I G. MOD.PLAN
C50TM SIDES 30' ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" ELSEWHERE, -3 '9
15 REMOVE AND RELOCATE EXISTING POWER POLE (BY OTHERS}
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, BOLLARD D ETA I L.. 3
- BE PERFORMED. 2 NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED UNISTRUT
COMPACTING ORIGINAL GROUND AND ALL SUB GRADES SHALL 16 REMOVE AND RELOCATE TRAFFIC SIGNAL PULL BOX PER TR. SIG. OD. PLAN
A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTER TO N.T.S. POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL. BE 2"x�' AND OF
SUFFICEINT LENGTH TO EXTEND FROM THE TOP OF THE SIGN(S) TO BETWEEN 6 AND 8 17 REMOVE AND RELOCATE EXISTING FIRE HYDRANT. SEE WATER PLANS FOR LOCATION.
THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE A' I N ',, TAIL A3 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7 FEET OF CLEARENCE BETWEEN FINISHED
MATERIALS AND/OR SURFACING. GRADE AND THE BOTTOM OF THE SIGN(S). THE ANCHOR SLEEVE SHALL EXTEND 1 TO 2 . . .
N•T.S. INCHES ABOVE FINISH GRADE AND SHAM BE 2 1/47 x 2 1/4! BY 30 LONG. POST 18 INSTALL I , L I
AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO PROP SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER BOLTS OR IWO '�''�
8. SHEET INDEX UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGN(S) TO POST(S) 19 REMOVE EXISTING A.G. DRIVE APPROACH
THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO lit•' RIw USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. INSTALL. R26, R26(S)
!ON OF ASPHALT PAVING. 20 REMOVEA LACEXISTING MAILBOX.
14-1.9.
VERIFY STABILITY, OIL CONTENT, AND GRADATION tt.t
Q 2� ' VARIES �' AND NEIGHBORHOOD WATCH SIGNS ON GREEN LC CHANNEL POSTS WHERE STREET UGH
2 S ,.. . Rtf=S p. TIT POLES ARE NOT AVAILABLE. 2i SAW-CUT AND REMOVE EXISTING A.C. PAVEMENT
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL E � V
SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS tY t - + + 3 PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF S 2 REMOVE EXISTING 2" CONCRETE CAP, SAND AND TIMBER BULKHEAD
COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF U INSTALL 2 EACH, G" + PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORK FROM I R.C.P.
AGGREGATE BASE. v? ZEMOVAF3LE STEEL. CONSTRUCTION, 1991 EDITION WITH THE 1992 AND 1993 SUPPLEMENTS AND THE FOLLOWING
W PROVISIONS: @I---REC ST CT CATCH ASI SI ALL A A EXI TI CALVE T.R-VALUE AND PAVEMENT � PIPE BOLLARDS WLTH . ' '
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH ca
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO PAVING). CC�IAtN,SIGN LOCKS a} PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL
.SEE; DETAIL ATS �� CONFORM TO CALTRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE 24 REMOVE EXISTING TRAPEZOIDAL P.C.C. DRAINAGE CA L & BRIDGES. BACKFILL
04 MANUAL AND CITY STANDARD DRAWINGS, 401-A AND 401-B UNLESS OTHERWISE NOTED. AND COMPACT T O lRELATIVE COMPACTION. E X I S T I DRIVEWAYS
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSIST OF PAVEMENT LEGENDS SHALL. CONFORM TO THE CITY OF RANCHO CUCAMONGKS .
G ALL "T14ICK CONCRETE SIDEWALK TO LAC JOINED T ! Li
A ROCKY MATERIAL, THE SUB GRADE SHALL BE PREPARED BY REMOVI %NG MAINTENANCE STENCILS.
SUB-GRADE AND ALL VOIDS OR DEPRESSIONS 56 TI.4R ll H FIRE ACCESS DRIVEWAY @_-REMOVE T A L ���
ROCKS WHICH PROTRUDE ABOVE THE 59
SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE b) EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS
I t ' SHALL BE REMOVED BY WET SANDBLASTING. 2 6 CONSTRUCT " CURB E CITY . I I . / ''
NATIVE MATERIAL. G►T I O A
0___REMOVE P.C.C. TT CONSTRUCT '" CGUTTER ��
ASPHALT CONCRETE I TO BE PLACER ON THE SUB-GRADE, A SOILS 56 c} THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR STRIPING
12. IF THE k-T•S• AND BE
E E.P.A. FOR USE UNDER A.0 AND P.C.C. SHALL E THEREOFTOTHENSATISSHALL
ACTION OF THECITYENGINEER COMPLETENESS AND ACCURACY P CITY I
04 A2-6
STERILANT REGISTERED BY THE CURVILINEAR I L I I .
UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL EXISTING I G
PAVEMENT WIDTH PRIOR TO PAVING.
S T. CENTER LINE T O T T ACK 0 F HIKE-UP F T.C. d} SPOTTING SHAM BE COMPLETED AND APPROVED PRIOR TO REMOVAL. OF ANY EXISTING
„D„ „H„ G STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW ONES, REMOVE C T BLOCK.
Z.S.
� STRIDES. EXISTING
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE Z 45+`90.31 18.77 Q.37 BUT IN NO CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT PROPER
OF � , , STRIPING FOR MORE THAN 24 HOURS, 0R OVER WEEKENDS OR HOLIDAYS. 50 ---- CONSTRUCT 4" A.C. PAVEMENT OVER NATIVE.
OF THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION45+ .4 20.74 0.41
CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK j 'fp"
&- INSTALL BRICK & MORTAR PLUG.
REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE (S sc•�/�I�v�� rar Pic,yT.> �, 45+4 1 2 0.45'
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
WORK. 5 5+I I 2 . I' 0.47' ESTIMATE -�- '�- I 5 REMOVE EXIST. P.C.C. SIDEWALK HANDICAPPED
STRIPING CONSTRUCTION
CONTRACTOR FROM RESPONSIBILITY 45+ 23.50' 0.47'
14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRA PEDESTRIAN I I I I
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. a % i ..,..,,: + 031 23 33' 0 47' 3o INSTALL 8" WHITE CHANNLIING LINE PER CITY TD. 133. PER
PLANS.
UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED �� �-'" 44
TO THE CITY ENGINEER FOR APPROVAL.
•�' . +6 .31 22.20 0.4
° 3t -•-- INSTALLDOUBLEY LL CENTER LI CITY STD. 133. '�'' (B-CONSTRUCT " CITY STD. I I- /f��L'
BE IN A NEAT CLEAN, AND HAZARD �'.ti20.74'
32 INST LL KIP HIT LAE LI ITV . 13 �'
---__ • 55 GONSTRII FIRE NYaRAI�T A ESI LY >I'ER ►T'I
1 . WORK SITE AND EXTERIOR STREETS SHALL 44+47.4 20.7 0.41° g'y..�G'F
FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON Ca
33 INSTALL I HIT I CROSSWALK P CITY STD. A TRAFFIC - .�4 S.F.
REQUEST OF THE INSPECTOR. 44+40.31 20.1 ' 0. ' SIGNAL PLANS.
g t SfiALt Ri�IE WA ED ARAN ITE CobB!"E T Nf �E CtT`t D. �+ A E
CuiEyl`t iJEAI� 5w®EWALtG pETA'L. _ ,�!.� VJ IT�I " M►N I U CONCRETE � L/NDERO�EAT1-1COBBLESTONES
1-800-422-4133 AND ALL AFFECTED UTILITY lAlrO) 4 +I . 1' I
INSTALL LIGHT TRAFFIC SIGNALPLANS.
16. CONTACT UNDERGROUND ALERT
TWO-WAY F TU L LI CITY STD. I /7'90G,F 57 STREET 'CRE t^IAII_ tN�•AL.L• PER NOT(~ J�ND LP-GP-14D ON `t`4IS SllEE
COMPANIES AS REQUIRED TWO WORKINGDAYS PRIOR TO EXCAVATION. 35 -- INSTALL
43+90.31 l '
LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL
17. THE FINAL SURFACE 31v - LV INSTALL t I tSTOPPING) SIG POST O AN 0 �� . 58 REN VF- 8%URB_ ANLL _2 " GUTTER
NOT E PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY 42+64.24 15. ' STREET LIGHT STANDARD.
HAVE BEEN INSTALLED, INCLUDING ALL ON-SITE GRADING HAS BEEN COMPLETED,
8Ely 5 N T T LIMITED ACCESS Cc�R13 PER CITY T 10 -° �.
AND ALL
UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED + I I I' t' 37 PAINT TRAFFIC I LT T ,
REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
AND R +I I 17. ' 38 PAINT L LT STD.
' �OcL..'•�'
NSI L FOBTAININGLL IT I LU 1 , INSTALL " SOLI HITS LI P CITY TD. I ,
. THECONTRACTOR SHALL41487.21 1 .
T T LIMITED T , ENCROACHMENT PERMITS, T CONTROL PERMITS, T 40 INSTALL RIB.2-1 A O T t "NO STOPPING H T
AI TI IT F A 1 TY L T - •
T ICT LICENSES UT CALIFORNIA I Y, 1 STREET MEET THEE EDuLE 41462.21
+ • ' 19.73'
0.39'
•_1 INST LL l " SOLI YELLOW LI AT
DIS 3
TOBEGINNINC WORK ON THEPROJECT. 1.
SYMBOL 5TREVT NAMF. BOTANICAL COMMON NAME Gxq SPACING SmE MIN• GROW SPA�e
• ST NC CqF- DEAL) UTILITIES TELECOMMUNICATIONS AND ELECTRICAL EXCEPT FOR � ������� •�'�'
T 3 hl®TE.THE 'E?C1 I tZ � ��• � Y t`ts►� C �
• ROct�ESiTER AVE. Rhus LANGEA AFRICAN SUMAC O O.C. 15-GAL 5 F Kv ELECTRICAL} ON THE PROJECT SIDE OF ROCI4E5TER AVENUE SHALL BE UNUERG900DED
s �.3
POLE QF 51TC FROM THE. NORTH PROJELT BOUNDARY TO TUE FIR T PO,L.E• -OFFSITE
FROM TI-IE "FIRST 0 �
"r FROM THE OUT14 PROJECT BOUNDAIZ(, PRIOR T PU13LIC IMPROVEMENT ACCEPTANCE
CONI LI TI N NOTES FOR TREE TREES :
C�U A14 `�� WI4I �tE.v R OCCURS FIRST. �' I
L ST CT TRE ARS- TO E PLANTED IN ACCORDANCE WtTN tTY STD. PLAN
F I.,
i.
ALL V
1 1 N 1w,Im "y"y' MAP
.�
b.
OF N AGRONOMIC SOIL SPORT SHALL 5E FURN1S4NED BY GITY ����` �
PRIOR. T4 COMME.NCEMENI PLANTING) A A R R
INSPECTOR, ANY UNUSUAL TOXICITICS OR NUTRIENT DEFICIENCIES MAY RF_VIR� BACKFILL Solt
D ENTS AS DETERMINED 5Y T44E CIT`( INSPECTOR• [ARK FOR REV1SlON--SEE .WEET Nos.1-3 PER DRC 2006-00/27 BY
AMEN M BENCH
4AEAl &ASSOCIAT,ES,ADDED 5TREk�T' S�,EDCIL.E,�M �'.S,
3. ALL STREET TREE5 ARE 5(j EcT TO IN5PECT10N A1`t ACCEPTANCE W THE ENGINEERING ERRTKIEVAT, HILTI NAIL & WASHER 1' E/O EAST RADIUS " EME ENCY ACCE S DETAILS ON SIE I.
T.C. DRIVEWAY APPROACH SOUTH SIDE RAN C H C� C U CLAM U N GA' r
70 FEET E/O WEST PROPERTY
. TEST TREE E T E PLANTED PES PO�►L-1C IMpROVEM�NT .PLANS.. ONLY. ARROW RTE, �`. � w _
IMN url, u INI"E T U 0 m ' TRAC wr 0 uLINE PROD OF SPORTS COMPLEX, FOOTHILL BLVD. ( ROUTE 6fi}u DESCRIPTION OF R IO �DA• APPROVED
ELEV.= 1158.455
} A 1
ff
ui
S UCTURES SHOWN ON THIS P
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR TRUN .,L oir RANutiv CUuAMu va
au KNOWLEDGE THERE ARE NO CURVILINEAR SIDEWALK CONSTRUCTION T.B. .'S 1 : ROJECT § •�
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF R
EXISTING UTILITIES D(CEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN GONFOR CE W[TN STD. DWG NO. 114. APPROVAL OF FINAL LAYOUT OF CURVILINEAR SIDEWALKS S BE
GESSARY TO ELT EXISTING FIELD CONDCIIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER IwOC'� ON '4
C. THE CONTRACTOR SHALL TAKE DUE DE IN THE FIELD AND ADJUSTED AS NE A. HILTI NAIL & WASHER IN WEST T.C.T,C, a � � � RANCHO CUCAMONGA ADULT SPORTS PARK
LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION ONES, ET MA
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTORS BE NOTIFIED A MINIMUM TWO WORKING DAYS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE ROCHESTER AVE. AT NORTH P.L. PROD `, �` �� � EXPANDED PARKING LOT
EVENT THAT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, O S OF RED-LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SPORTS COMPLEX, STREET STA, 46+57 S
ORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SUBMITTED AT THE SAME TIME THE SAID TWO DAY NOTICE IS GIVEN. ELEV,= 11B7. ` SPORTS
ALL CONTRACT
SHAM CONDUCT THEIR OPERATI
ONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND COMPLEX = `
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND
SUBCONTRACTORS SHALL. COMPLY THE ` T
B. HILTI NAIL & WASHER 1` N/ BCR N.W, '
""OCCUPATIONAL SAFELY AND HEALTH REGULATIOM OF THE DEPARTMENT OF U.S. LABOR, AND THE CURB RETURN ROCHESTER AVE, AND
OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". ARROW ROUTE `--
STATE OF CALIFORNIA DEPARTMENTSTADIUM PKWY. ON ROCHESTER AVE, S T R
IN""I
STREET STA. 43+95 i y
THE CML ENGINEER SHALL. NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCON- ELEV,= 1182.46
°'' REGULATIONS" OF THE U.S. I
TRACTORS' COMPLIANCE Willi THE OCCUPATIONAL HEALTH AND
APPROVED B : � � DATES
DEPARTMENT OF OR OR WITH THE STATE OF CALIFORNIA DEPARTMENTOF INDUSTRIAL RELATIONS' ;°
x
F C. HILTI NAIL & WASHER 1` S/O ECR S,W, 4%
"CONSTRUCTION SAFELY ORDERS". a w.. CURB RETURN ROCHESTER AVE, AND w ® C ENG E `�:4J`ci
CONSTR ;.m., 4...w- �,a. , R.C.E. Na.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSLBIUTY FOR JOB >, STADIUM PKWY, ON ROCHESTER AVE.
USE OF CONSTRUCTION OF THIS PROJECT, INCLUDING OF ALL STREET STA, 48+60
Y _ Q DESSIGN DE ISH, RA ASSOCIATES RECO8D
SITE CONDITIONS DURING THE COR �, ELEV.= 1179,95
A CIVIL ENG /
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMM:D
�' a. M' / 7
O NOR WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINITY AND HOLD THE331 UTICA A SUITE 150
T
0 ANY AND ALL LIABILITY REAL OR ALLEGED, IN ' ' ' HILTI NAIL & WASHER i` N/O BCR N.W.WDRA R.C., CA 91734 (908)987-4306 SHEET
OWNER AND THE ENGINEER HARMLESS FROM `° Z � �i �' lam'/ / -�' D, CURB RETURN ROCHESTER AVE. ANDv
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILI1Y ARTS- `' `
G t` 1 OF '4
FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. � JACK BENNY DR, ON ROCHESTER AVE,
ING FR c.°° `� ° 37+82 CHE D L E. G RRA DRAWING No.
1�Y �y STREET Sia.
a • ELEV,= 1171.385
(*mCITY R.C.Q. N`o. 29224 Sap. Date 3 31 95 Date1502
/- /e4eV70/ v,v 4717yv '
PROJECT SHEET No. 8 OF 198
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HILTI NAIL & WASHER I' E/O EAST A.P.N. 229-021-44 to -It IL 0
ro m rf)
RADIUS T.C. DRIVEWAY APPROACH 0
'19
J .(18)
A.P.N. 229-021-41
SOUTH SIDE ARROW RTE. 70 FEET A.P.N. 229-021-54
E/O WEST PROPERTY LINE PROD 0
OZ3--\
OF SPORTS COMPLEX
ELEV.= 1158.455 DOWNEY 13 16 14 J17 10S-rALLeD 0"AMtFW-AL IRD?Iol F:6ItJ(_E 9,F_M0V6C> r_AA10 LINIK MWC15;caxJs-rRu(rl5r,>
ADDED DRIVE APPKOAWILATED ACCESS CUIZ5 EMERGENCY - - movi clufzWo Amer> mwumerTr 5>160 APP6P SaJ61465
a: zl� I 1 7
D PC 20OG 00127 /L
-S PEF 4v"
54' ACCE:S3, swuALK AV0 STREET 'TREtE 2CQ xi I Cie_
COMSTRUCTION NOTES
CITY
CONSTRUCTION T.B.M."S V WALDER& ASSOCIA712-s. 5-roq z6f0 7-0 DESCRIPTION OF REVISION
CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STANDARD NO. A2-8 47' DATE JAPPROVED
0- CITY OF RAN'CHO CUCAMONGA
A. HILTI NAIL & WASHER IN WEST T.C. CONSTRUCT 4" ASPHALTIC CONCRETE OVER 4" AGGREGATE BASE.
ROCHESTER AVE. AT NORTH P.L. PROD Elk 0 ff
man
SPORTS COMPLEX. STREET STA. 4G+57 35.83'
SAW-CUT AND REMOVE EXISTING 8" A.C. BERM. 11.17' C I Y 0 F "A" C Hm 0 C was C A M 0 N%Awo&
CuNSTRUCTION MOTES CONT.)
ELEV.= 1187.82 cl� A
CONSTRUCT DRIVE APPROACH PER CITY STANDARD NO. 101-A SEE PLAN FOR "W" i'G REMOVE AND RELOCATE TRAFFIC SIGNAL PULL BOX PER7R. SIG. MOD. PLAN.
,?
RANCHO CUCAMONGA ADULT SPORTS PARK
21.8't
14.2'±
B. HILTI NAIL & WASHER I' NIO BCR N.W.
EXPANDED PARKING LOT
CONSTRUCT BUS BAY-RIIGHT TURN LANE PER CITY STANDARD NO. 119 (17�--REMOVE AND RELOCATE EXISTING FIRE HYDRANT. SEE WATER PLANS FOR LOCATION CURB RETURN ROCHESTER AVE. AND A m A
0
INSTALL 16,000 LUMEN HPSV STREET LIGHT BY S.C.E.STADIUM PKWY. ON ROCHESTER AVE. CONSTRUCT P.C.C. CURVILINEAR SIDEWALK PER CITY STANDARD NO. 114. VAR I ES 1.42%TO 3,.50Z2-_ AVENUE
STREET STA. 43495
ELEV.= 1182.46 70—CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STANDARD NO. 102. 101N ZMr REMOVE EXISTING A.C. DRIVE APPROACH.
aR,4vk,,4 r
R1W
STA. 37+70.00 TO STA. 7+CONSTRUCT 8" CURB ONLY PER CITY STANDARD NO. 104. 1 SAW-CUT AND REMOVE EXISTING PAVEMENT.
C.' HILT[ NAIL & WASHER I' SIO ECR S.W. n
CURB RETURN ROCHESTER AVE. AND CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY STANDARD NO. IOI-C.
REMOVE EXISTING CURB RETURN AND REPLACE
STADIUM PKWY. ON ROCHESTER AVE. 2.0% STREET PLANS OD
STREET STA. 42+60
REMOVE EXISTING "'NO STOPPING SIGN" AND SALVAGE TO CITY YARD.
ELEV.= 1179.95 4 CONSTRUCT 6" CURB PER CITY STD. 104 AI-6
st
APPROVED BY*
DATE'
TO REMAIN IN PLACE. REMOVE EXISTING P.C.C. GUTTER AND CONSTRUCT 6" CURB AND GUTTER PER CITY
CITY E 0. 24953
STD. 104 A2-6 NGINEER RC.E N
D. HILTI NAIL WASHER I' NIO BCR N.W.
REMOVE AND RELOCATE STREET LIGHT PULL BOX.
CURB RETURN JACK BENNY DR. AND
.9Eh-.9HEET FOR C11RIVIlL REMOVE EXISTING 6" CURB AND ASPHALT. DESIGN DERBISH
ROCHESTER AVE. ON ROCHESTER AVE. W4L lir IN P,4R1irW,4 Y FR01W GUERIW& ASSOCIATES, RECOMMENDED
REMOVE EXISTING FIBER OPTICS UNDERGROUND SIGN. T,4.
STREET STA. 37+82 rt,1,
DGA CIVIL ENGINEERS
41,,,6'1 go 7-0 s T,4. 4,?,,_97,_,�"?ELEV.= 1171.385 OCHESTER TYP. SECTION REMOVE EXISTING 6" CURB AND TURF BLOCK.REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL AND STREET LIGHT. Ae_z r------T__
8331 uriCA AVENUE SUITE 150
STA. 38+92.47 TO STA. 42+97� 22 REMOVE EXISTING P.C.C. SIDEWALK AND HANDICAPPED RAMPS DRAWN SHEET
REMOVE AND RELOCATE EXISTING PO R. C., CA 91730 (gog) 987-4306
WER POLE BY OTHERS
N.TS. PEDESTRIAN PLAZA PAVING AND 12" WIDE PERIMETER BAND PER LANDSCAPE PLANS. DGA 2 4
OF
(9—it,45TALL RivER IAASflED GPAt4lTF- C-01613LESTONES PER CITY STD 542 CASE�l
WITfl 5"MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE. C5 CT 8"'BERM PER CITY STD. 104 DI-8. CHECKED NO 29224 DRAWING NO.
T.1. 9.0 R STRF-ET TIZF-ES SRALL 5�_NSTALLED PER T44E NOTES A14D LF-GEND ON S�AEET I CITY D TE FILE NO 1502
PROJECT SHEET NO. OF
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U 5 0 u u
CURVILIWEAR SIDEWALK ROTES- ,< GIURVILIOEAR 51DEWALK SHALL BF CONSTRUCTED 10 COWFORKANCE RITH I.L.1 STD. DWG NO.11 It TR E GENERAL LIRE AND G?,4DE _sAALL BE AS sNoWN ON T44 E z L&NDSCAPE PLAN
0 V) < 00 ,APPROVAL OF TAIE FIWAL LA\10UT OF CURVILINEAk SIOEWAW�S 0 4 SCALE 514ALL 13E MADE IN T14E f IELD AND ADJUSTED AS NECESSAKI TO FIT EXI STIN� HELD ID COND ITIDNS AS A?PfkOVFP BY TAE PUBLIC WOZKS INSPECTOR AtAD PIZOJEC-T ?LANNF-R,co Z 1 =40'
A Lu + PF,10?,TO FIV0.1-CONSTRUCTION. T441� PUJSLIC WOIZKS INSPECTOR 544ALL 5 E WOTIFIED A MINIMUM OF 4E3 140UIZS, FRIOR TO 4WTICI PATED fIBLI) -40
INSPECTION. 19 TAF E\IfHT MAJOR COANGES ARE PROPOSED To T44E r* C) e5x�/le PLANS SHOWING1 TAFE PiZopOSED C4AN�JGES &AALL BE 5 T CONCEPTUAL 51Pf-WhLK Lt.�JOUT PLAN, TWO SETS OF 0-D 1�14D T14E 5 AME TIME T11E 48 140ulz MOTICE I-$ C->I\IEN -ro TIE CITY, 7 mom Lu Ld V)IQ4 ---------JU -------IUQ)l A,+ �1-\ ROCHESTER F-MOVAL) 0 57" E N 00* 08' m w 57 3 EXISTING IMPROVEMENTS PER DWG NO. 1422 AVENUE w gee,171 /V I -'A I w 4,e <1 14
(D z 0 -2 LU z Ise 0 z 0 IT F- 0-w F-1 (r(D (D -2 -Z L) EL rr) <.5 7 z t ZLI 0: - Ici 1-0)F- cl- 4) w, Zt - - ll� 4) 0 x 0 x CL 0 (D mu%_j W 0 F- 0 k3> 0 z \r\ %�4 to \j a)F- ui k
w rf) + 11 4 I- - R 0 IT F F-' < > u� < 4) CL o 0)�j IQ_ 0 a-+1 4;;r CO ,. __ an 0 LL,CC 0 c;W�: Ld 0 0 0 QO+ Z 0 + -4 11 z CL cli 0 0(L L x x co tn 0 c; +Lr) CL Z qt Ql az t* OD- (D C 4- a) W Go tr) a K v o co 0 + (X) Lo CL w 0 W Lo+ 0 m A 'T I %t4+ r ADDED DRIVE APPROAW, LIMITED ACCESS CUIZB, EMERGENCY
HILTI NAIL & WASHER I' E/O EAST CL 0)tu 0 IRADIUS T.C. DRIVEWAY APPROACH A.P.N. 229 021-39 ACCESS,SIDEWALK)FIRE 9YDAANT AND TRIE-ET TREES N-02 -021-32 7 A.P.N. 229 1-31 In
SOUTH SIDE ARROW RTE. 70' FEET A.P.N. 229 cx E/O WEST PROPERTY LINE PROD. 19 0127 13Y WALDEN A550CIATES q(ot r&10 5iDEWALE____j OF SPORTS COMPLEX. DEROSA/MASI u z ELEV.= 1158.455 EASEMENT PF-9, PM HOC& LIAQ GWO CHAU ETAL LIAQ GWO CHAU ETAL C. P91\16114AY MP 15X 5?,J0ED lz6m0VAL OF A.C. PAVEMEKIT'
APL?W A
cl� Z�s rJ f2r9winq----424)1?E1Wot1EEV1,97_1N6 TRWREZ010,4Z RCC x w DESCRIPTION OF REVISION DATE CITY CONSTRUCTION T.B.M. 5 O' OR,4 IN,4 6Z- C11,4NNEL 4NO aR1,06!FS 9,4 CffFIL L 4N.0 001WP,4 C 7- TO 90A.-REZ4 T/ME COIWP,4 C TION APPROVED
A. HILTI NAIL & WASHER IN WEST T.C. Z_IVIS TIN6�ORI ME-H14 YS TO 9F REPL,4 Ck-,9 NP A01N6_,0 4 7 RZW L am a A 0%ow oft sk a &Ift a is 'MR& 'I=&0 Ank fiL a'OhL Ak lugw m 0 Ar-% ff,v ROCHESTER AVE. AT NORTH P.L. PROD CONSTRUCTION" N CONSTRUCTION NOTES (CONT.) 0 0111- �ZL 0 SPORTS COMPLEX. STREET STA. 46+57 14' V) cl I I %o l- KA N k;Fl%01 %owCAMUFUN v ELEV.= 1187.82 ��--I.C:k CT 8" CURB AND 24" GUTTER PER CITY STANDARD NO. 104 A2-8 uj CONSTRUCT 4" A.C. PAVEMENT OVER NATIVE.CONSTRUCT 4" ASPHALTIC CONCRETE OVER 4" AGGREGATE BASE. 2 1.8't 14.2't 5' INSTALL BRICK & MORTAR PLUG. RANCHO CUCAMONGA ADULT SPORTS PARK B. HILTI NAIL & WASHER I' N/O BCR N.W. EXPANDED PARKING LOT CURB RETURN ROCHESTER AVE. AND SAW-CUT AND REMOVE EXISTING 8" A.C. BERM. r-%
STADIUM PKWY. ON ROCHESTER AVE. VAR I ES 1.5% TO 3. A@— PKOAC14 AND S(DEWALK PEP, CITY STD. 101 TYM C. I/
STREET STA. 43+95 CONSTRUCT DRIVE APPROACH PER CITY STANDARD NO. 101-A, SEE PLAN FOR "W". t.< A f'v'*E IN'U E ELEV.= 1182.4G 6 CONSTRUCT P.C.C. CURVILINEAR SIDEWALK PER'CtTY-STANDARD NO. 114. CONSTRLICT FIRE WDRANT ASSEM13LI PER C3T? STD.C. HILTI NAIL & WASHER I' SIO ECR S.W. Z TO REMAIN IN PLACE.� STA. 47+00.00 TO FOOTHILL BLVD.
(D—CURB RETURN ROCHESTER AVE. AND dom 6R,4,ok-,4 r Rlw
STADIUM PKWY. ON ROCHESTER AVE. INSTALL 16,000 LUMEN HPSV STREET LIGHT BY S.C.E. PA lNI 0)
STREET STA. 42+60 ELEV.= 1179.95 REMOVE EXISTING A.C. DRIVEWAY APPROACH. 10TALL WA59F.D GANITE C00LE-5TONES PER Cl'TY STD. 541 APPROVED BY' DATE:A CASE I WITH 5 MINIMUM CONCRETE 13ED UNDERNEATH COBBLESTONE.20 REMOVE AND REPLACE EXISTING MAILBOX.D. HILTI NAIL & WASHER I' N/O BCR N.W. I s _ _ CITY ENGINEER RC.E. No.24953 46,6 5�e 91-1Z_Z_T FOR ClIR VIZ INk-AR SIVEW,4Z Ir CURB RETURN JACK BENNY DR. AND SAWCUT EXISTING A.C. PAVEMENT AND REMOVE. IN RWRIrWA y FR01W 9 T4. 4-7*68.4*2 TO 9 T4. k c'.3 DESIGN DEiilj!SH, �U�rnZRA ASSOCIATES,
ROCHESTER AVE. ON ROCHESTER AVE. nm L Tu RECOMMENDED
46',,56. q 11 Q cz STREET STA. 37+82 REMOV E EXISTING 2" CONCRETE CAP,SAND AND TIMBER BULKHEAD FROM 'IV r15. A CFVII E INEERS
TR I-ET" T IZ E ES 514 A LL' 6 E 114 5 TA L L E DGA ELEV.= 1171.385 18" R.C.P. ROCHESTER TYPICAL SECTION D Pr:p, NOTE�S LEGEND ON SHEET I 113Z 8331 UTICA AVENUE SUFFE 150 DRAWN(23)—RECONSTRUCT CATCH BASIN SIDE WALL AND ABANDON EXISTING CULVERT. STA. 43+67.00 TO STA. 50+48.5 R. C., CA 9173G (909) 987-4306 SHEET
A(58�— RFEMOVE 8"COR13 AND '24" GUTTER DGA REMOVE EXISTING TRAPEZOIDAL PCC DRAINAGE CHANNEL AND BRIDGES. BACKFILL AND —OF COMPACT TO 90% RELATIVE COMPACTION. EXISTING DRIVEWAYS TO BE T.1. 9.0 R = 69 CONSTRUCT LIMITF-D ACCESS CURD PER CITI STD. 105-C. Owu'o,I I AWING NO.
REPLACED AND JOINED AT R/W LINE. DR
A @�_ 29224
010 —REMOVE EXISTING "NO STOPPING" SIGN AND SALVAGE TO CITY YARD. CITY R.C.E,,NO 1502
DITE" FILE NO
A
PROJECT SHEET NO. OF-----------