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HomeMy WebLinkAbout1551 GENERAL NOTES CITY OF RANCHO CUCAMONGA i FOOTHILL BLVD. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY 6TH STREET & ETIWANDA AVE P OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR -� PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE 1� w FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE k� Q STANDARDS AND SPECIFICATIONS. �P 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER IMPROVEMENTS ARROW HIGHWAY POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 15 °z SANTA FE REMOVED, RELOCATED, ADJUSTED TO GRADE OR PROTECTED IN PLACE AS C . U . P . 90 - 16 AND REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. N ATCNISON TOPEKA 3 PROJECT 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 6TH STREET w LOCATION RT t ENGINEERING DEP A MENT PRIOR TO ANY ENCROACF MENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES i 0 1/2 SHEET 5 4, ALL SEWER WATER ELECTRIC, GAS, E. OR OTFI R UTILITY ESTIMATE OF QUANTITIES, SHOWN ON THIS DRAWING, IS PROVIDED TO COMPLY SHEET 2 - LATFRALS, MAINS, OR CROSSINCaS SHALL BE CONSTRUCTED PRIOR TO PAVIN(74. WITH CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PERMIT, PLAN = SHEET 3 SHEET 4 �. COMrnC11ON TE. 7S OF EME3ANKMFNT CONStRl1(;71ON TRF NCH Bn(,KF II t , AF'F'fIOVAL AND BONG) (FRT IF ICAT ION REOUIREMENTS AND PROCEDURES. THESE SCALE IN MILES ` Qt1ANTITE ARE NOT TO BE USED FOR BIDDING PURPOSES NOR IS IT REPRESENTED 4TH STREET r'( ' r r r )MF AC:1 INr'� ORI a INAL aF101)Nf) AND All- `;I IFi (aRA[)F .. 11 tnl I BE F f IIF OFtMI f> T 1 in T 7111"Y) INCL UUE nl l WORK TO BE ACCOMF'L I S►tE D WITHIN THE ETIWANDA r (1 i - (', 1 O ( r nl � ( t T t I Y i R ( ►u) ( 1 ( ► 1 1 1 ft I'O►t T .� NO ,0,1 E RAN(AK) 1 ,nM N �n, n W t 1 f N f AVf NI IE AND E,1H .,1Fif f T IMFFtnVEMENT AREAS. THE CONTRACTOR SHALL MAKE w WITH THE SF r.nM►'A(;1ION 1F ;i ;HAI I Flt SI )F1M1T TI f) 1O THi ( IT r f N(4INf f H, HIr' OWN INI)I I'f NDI NT DE TI.NMINATION OF ACTUAL_ OLIANTITIES AND LEVELS OF cr ► (,It nr1'nOvn1 r'rilr)H tO flit r11 n(.I Mf Nt (►► FIA',[ Mnit rt1nl nNf)/( )rt E 11 0111 Nf I Df D TO (:C)Mf'► f iE THE WOFTK AND SUBMIT HIS LUMP SUM BID FOR o "I ll A( IN(4 . ( r � N.,1 H1 1(, T ION Of 11,11 < H I►J0 [3A.,IN MWDREGIONAL WASTEWATER RECLAMATION w , , O i f l AN i Nl IMf 1i f t O f f 10Jf C. 1 . A F ( � r •( SAN BERNAROINO FREEWAY , Al iH1 �, )Mi 11 t1ON )1 1 AVIN �, A MA III Ilf 1 )iti .,IiAI I ftt .d!(1MI i it (� TO 1111 (.11Y INNINtIIt, I I% INN At It 111 -1. Oit (4IIAf)A11ON (i1 A',1111AI 1 I'AV IN(4 , (1.) (,ON`,lftUC; 1 8" CONCFIE TE CURET WITH GUTTER PER 2,184 LF Will is IMI'IIOVI MI N? , AM N ) III i'I A( 1 E) ON NAT I VI ',O II Will( l 1 ( [iJ.',I', I '. CI i Y OF HANCHO CUCAMONGA STANDARD #104, A2-8 (0 A 110( 1• Y MATiIIIAI , 1111 !`IM (AiIADI `,liAl I III 1't111'AiII I) IIY itl M( iVIN(1 Ali HO( K', W111( ii I'tlO1Htlf)I nilOVf IIIc %1,111 (4I1At)f AN( ) At I Vol( ),. ( SII �l� (.ONS1flUCl STAN[)AR[> 4' 0" WIDE SIDEWALK, 8,156 SF OI I'l 1I `►`,ION`, .',I IAI I Hf i It l E I) W 1 11 1 A t INI t it tAl )l MA 1 l I i I Al OI A 4" THICK, F'E FI CI 1 Y Of RANCHO CUCAMONGA ( !nl I f Y II 1 fill 11tAN IH Ally MAI IIIA S I AN[>ARO # 103 � t I N I i 1 . N. WOHk SI If ANI) f x If itlOiI ')fill f 1 S SHAI t fit IN A Nf A 1 . ( l k AN, HAIAHO (I) CONSTRUCT 5" A.C. OVER CLASS II AGGREGATE BASE, 84.260 SF SEE SHEETS 8 AND 9 FOR DEPTH OF BASE , f Hf E , 0FID1 fit 'r Sl Alf 1►iH0u(AH00I CONSIHUCI ION. 011 S►tAl t ESE c;t E ANE D G�) CONSTRUCT HANDICAPPED RAMr PER CITY OF RANCHO L1t ION 1`0 Q(Jf 51 Of lilt INSF'f ( 1 0fl• CUCAMONGA STANDARD #102 5 EACH VICINITY k4i A P 0. T►lf Rf SPONSIBIL IT Y OF ADJUSTING MANHOt F OR VAt VF COVERS, PAVING5O CONSTRUCT COMMERCIAL/INDUSTRIAL DRIVEWAY 3 EACH Rf F'AIR AND PAVING RF PL ACE MENT IN CONNECT ION WITH SE WFR AND WATER, PER CITY OF RANCHO CUCAMONGA STANDARD #101-C. PROJECT B NCHMARK GAS, PHONE , ELF CTRIC, OF? ANY OiHEH UT Il ITY l INf INSTAL E Al IONS 6 REMOVE EXISTING GUARD RAIL 60 LF BENCHMARK NO. 173-A (CITY OF RANCHO CUCAMONGA) wit [ BE THE RFSrONSIBIt ITY Of THF C:ONiFIAC1OR AND SHAt t FIE ELEVATION 1124.978 ACC:OMPL ISH[ [) IN COMPLIANCE WITH APPURTENANT ORDINANCES AND 7 REMOVE EXISTING AC PAVING 38,296 SF SET BRASS DISK IN TOP OF CURB ON WEST SIDE ETIWANDA AVENUE, STAN[)AR[)S• 8 REMOVE CONCRETE CURB AND GUTTER 110 LF 109 FEET NORTH OF NORTH RAIL OF MAIN LINE TRACKS, 2 FEET SOUTH 10. ANY CONTRACTOR PERFORMING WORK ON THIS PROJFCT SHALL FAMILIARIZE 9O CONSTRUCT VARIABLE DEPTH A.C. OVERLAY PER 40.411 SF OF SOUTH END OF LARGE DROP IN FLOOD CONTROL CULVERT, 61/2 FEET HIMSELF WITII Ili[ SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ETIWANDA AVENUE OVERLAY DEPTH TABLE EAST AND 2 FEET SOUTH OF POWER POLE NO. 772720E, AND 1/2 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY SHOWN ON SHEET 7. FOOT LOWER THAN MAIN LINE TRACKS. FROM HIS OPERATIONS, WHE THER OR NOT SUCH FACILITIES ARE SHOWN ON O REMOVE EXISTING HEADWALL. BACKFILL EXISTING PIPES THE SF PLANS. , WITH SLURRY CEMENT AND PLUG ENDS WITH CONCRETE 4 EACH 11. ALL GRADE AND SUB GRADE STAKES SHALL BE SET BY THE CONTRACTOR. AND ABANDON- IN-PLACE . PAVING STAKES SHALL_ BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 11 STREET LIGHTS 950OL HPSV(18" BACK OF CURB) TO 15 EACH CONTACT UNDERGROUND ALERT 0 1-800-422-4133 AND POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE BE INSTALLED BY SOUTHERN CALIFORNIA EDISON, PAID THEFOLLOWIN AS REQULRED• 2 WQAQN.Ca DAYS THAN 50 FOOT INTERVALS, ADDITIONAL PAVING STAKES MAY BE REQUIRED AND COORDINATED BY DEVELOPER. PRIOR TO EXCAVAILON BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 12 CONSTRUCT STEEL GUIDE MARKERS PER CITY OF RANCHO 6 EACH GENERAL TELEPHONE COMPANY: - E CO N (909 1 CUCAMONGA STANDARD #403 AND #406 ) 608 222 12, IF THE ASPHALTCONCRETEIS TO BE PLACED ON SUB ORADE , A SOILS O 1 CONSTRUCT 8 A.C. CURB PER CITY OF RANCHO 807 NORTH MOUNTAIN AVE ., STERILANT REGISTERED BY THE E .P.A. FOR USE UNDER A.C. AND P.C.C. CUCAMONGA STANDARD #104-D1-8 198 LF UPLAND, CALIFORNIA 91786 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL F AVE.ME: NT WIDTH PRIOR TO PAVING . 14 EXISTING TELEPHONE MH, ADJUST TO FINISHED 1 EACH GRADE BY TELEPHONE COMPANY SOUTHERN CALIFORNIA EDISON: 13. PRIOR T INSTALLATIONF ANY PA IN A MATERIALS REPORT HA O O E PAVING, M E LSDSHALL BE 15 REMOVE EXISTING 18" CMP 24 LF 7951 REDWOOD AVE., (800) 442-4950 SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVAIFNT OF AGGREGATE 16 REMOVE CONCRETE CROSS AND LONGITUDINAL GUTTER SF 2280 FONTANA, CALIFORNIA 92336 [I AY 17 EXISTING ELECTRICAL VAULTS. ADJUST TO FINISHED CUCAMONGA COUNTY WATER DISTRICT; (909) 987-2591 GRADE BY SOUTHERN CALIFORNIA EDISON 3 EACH 14. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 9641 SAN BERNARDINO ROAD SHALL NOT RE PLACED UNTIL ALL. UTILITIES AND UTILITY LATERALS 18 CONSTRUCT 5:1 TAPER PER CITY OF RANCHO P.O.BOX 638 WITHIN THE ROADWAY HAVE BEEN INSiALLFD, ALL ONSITE IMF"ROVFMENTS CUCAMONGA STANDARD #406 RANCHO CUCAMONGA, CA 91730 INCL UD INCA ALL OHAD INCA HAVE BI E N COMPL.F. TE E), AND ALL UNACCI I'1 AHL E 19 CONSTRUCT CURB RETURNS, SPANDREL AND W-10' CROSS 2 238 SF ROADWAY IMPROVEMENTS ARE REMOVED AND RE PLACED TO TilE SATISFACTION GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD #106-A COMCAST CABLE TV: (909) 983-9895 OF TFIE CITY FNGINEEFI. 1205 DUPONT STREET i6. ALL MATERIALS AND DEBRIS RESULTING FROM DEMOLITION SHALL BE HAULED H POWER POLES TO BE RELOCATED BY SOUTHERN 5 EACH ONTARIO, CALIFORNIA 91762 Off SITE TO A SUITABLE DISPOSAL AREA. CALIFORNIA EDISON 1 ADJUST MANHOLE RING AND COVER TO FINAL GRADE 3 EACH SOUTHERN CALIFORNIA GAS COMPANY: (213) 260-7789 16. CONTACT UNDERGROUND ALERT AT 1-800- 4??-413.3 AND ALL UTILITY 2 ADJUST VALVE BOXES TO FINAL GRADE 1 EACH 216 N. EUCLID AVE . COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR 10 EXCAVATION. ONTARIO, CALIFORNIA 91762-3597 /OR INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 15 2 EACH P.O.BOX 97 SIGNAL AND/OR LIGHTING STANDARD POLE WITH 15' SAN DIMAS, CALIFORNIA 91773 LUMINAIRE ARM, 2" CONDUIT SWEEP. AND FOUNDATION CONSTRUCTION NOTES FOR STREET TREES: PER CALTRANS STANDARD PLAN #ES-6B. LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT FOR ADDITIONAL DETAILS AND DATA AT INTERSECTION 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE OF ETIWANDA AVENUE AN 6TH STREETENLARGED WITH CITY STANDARD PLANS D 6 S EE SEE DETAIL SHEET NO. 6. 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING 5 REMOVE EXISTING CONCRETE DOWN DRAIN 108 SF ja No. TO CITY STANDARD PLANS, AS PROXIMITY TO HARDSCAPE DICTATES6 PLANT STREET TREES PER NOTES AND LEGEND THIS SHEET , EXI,��3l1`� :IJ!L CONSTRUCT BUS A 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN 7BAY SIMILAR TO CITY OF RANCHO 1 EACH AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CUCAMONGA STANDARD #119. \FalliAODEOPKWYTPE65PE/1S.D.RE9G/6�/ sEEREYa✓ CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT CONSTRUCT DRIVEWAY WITH 0.25' A.C. OVER 0.33' BASE, 3,350 SF "40f 0"16,0"16.1551-0 ,PEWsi0,vs 13Y Ca,-lWo 10-�S-f DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS ) AS SHOWN ON SHEET NO. 2 (ON S.C.E. PROPERTY . DETERMINED BY THE CITY INSPECTOR DESCRIPTION OF REVISIONDATE ROVED 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION 1A1Af�/ CITY OF RANCHO CUCAMONGA 5, STREET PLANS ONLY TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT LIST OF DRAWINGS �� - 6TH STREET AND ETIWANDA AVE . 1 TITLE SHEET �� �� �� IMPROVEMENTS 2 6TH STREET PLAN 8 PROFILE-STA 37+00 TO STA 46+00 STREET TREE QUANTITIES3 6TH STREET PLAN 8 PROFILE-STA 46+00 TO STA 50+00 n� `� TITLE SHEET SYMBOL STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE 4 ETIWANDA AVENUE PLAN 8 PROFILE-STA 20+00 TO STA 28+00 RHUS LANCEA / 4320 O 5 ETIWANDA AVENUE PLAN 8 PROFILE-STA 28+00 TO STA 35+00 _ C . U . P . 90 - 16 AFRICAN SUMAC ETIWANDA AVE. Aft- O.C.MIN. 15 GAL 6 PARTIAL PLAN - ETIWANDA d 6TH STREET (SSBI /V 7 ETIWANDA AVENUE PAVEMENT OVERLAY TABLE �Q �` APPROVED BY• DATE 8 6TH STREET TYPICAL SECTIONS w� 'ON SO yc� COUNTY OF SAN BERNARDINO CITY ENGINES Q� ,�C+ric- G� R.C.E. N0. 24953 O SIXTH STREET MAGNOLIA GRANDIFLORA / 30 30' 0•C 9 ETIWANDA AVENUE TYPICAL SECTIONS '` O (✓ 2 MAJESTIC BEAUTY MIN. 15 GAL 10 6TH STREET SIGNING AND STRIPING PLAN-STA 37+00 TO STA 46+00 �' ACCEPTED BY DESIGN _ RECOMMENDED 11 6TH STREET SIGNING AND STRIPING PLAN-STA 46+00 TO STA 50+00 v C TORKKO .v 1 ETIWANDA ANDA AV N SIGNING I N - + + 2 AVENUE S G G AND STRIPING PLAN STA 20 00 TO STAB 00 I� - 13 ETIWANDA AVENUE SIGNING AND STRIPING PLAN-STA 28+00 TO STA 55+ 0 )' DRAWN �- ' S"EE _Q Clpt� ' '-�. DATE' �.#..LEI L WILCOX 1 OF 13 CHECKED DRAWING NO- 1-C-20 J NEWTONGATE JUNE, 1995 R.C.E. N0. FILE N0. 7748cO44.dgn O1-JUNE-1995 8:14:49 SHEET / OF /C� , U __-- ': JBENCHMARK NO. 173-A (C/7Y OF RANCHO CUCAMONGA) �• U ELEVAT ION 1124.978 Zrzlz v PROFILE GRADE AT SET BRASS DISK 1N TOP OF CURB ON WEST SIDE ETIWANDA AVENUE, NORTH TOP OF CURB - 1095 109 FEET NORTH OF NORTH RAIL OF MAIN LINE TRACKS, 2 FEET SOUTH ` 1y EXST GROUND A o ap OF SOUTH END OF LARGE DROP IN FLOOD CONTROL CULVERT, 6% FEET IA NORTH TOP OF CURB c\ CD EAST AND 2 FEET SOUTH OF POWER POLE NO. 772720E, AND o FOOT LOWER THAN MAIN LINE T RACKS. - 12" CMP -------------------------- ---------------- EXST ---- .. to; ri . - - ------ ---t------------------------------ REMOVE R=+0.37796 - - - --- LEGEND 1Q906 ---------------------------- ----------------------- -- -- -- -- -- - `-109Q L 1MIT OF PAVEMENT REMOVAL AND REPLACEMENT m Q g4 ' 3 � NEW PAVEMENT �, � �� �� S� . . . U ►- �' �G `��►' U � U PAVEMENT REMOVAL AND REPLACEMENT 1085 �' ��'� �' Z C7 a �` OF 1095 o r� N PF?O TLE GI:AOE At _ � �t v � r X57 GOOUNC� p CONSTRUCTION NOTES: •. J Al r:FNIFOI INF` - --�_-_-----_-r--••--r-- --r--;-� lt)p(��`� - f?-0.403% - 1090 L O CONSTRUCT STANDARD CURB AND GUTTER WITH 8" CF AND 2 t 1 4 W PER CRC STD # 104,A2-8. �� �y� ,�; _ O CONSTRUCT STANDARD 4'-0" WIDE SIDEWALK, 4" THICK, PER f; t�4 , ' Ire" Q!) " c .M1 �A •t U CRC STD u 103. �f = � � AnNn IN P1 Arr ,�j c �- 3. CONSTRUCT 5 " ASPHALTIC CONCRETE PAVEMENT OVER 6" Q O AGGREGATE BASE. ( �� 1095 O CONSTRUCT COMMERCIAL/INDUSTRIAL DRIVE APPROACH AND SIDEWALK PER CRC STD $001-C. STA 41+68.22 RT, W=4b.0% c\jN = R= 10.0' AND STA 39+60 LT, W=36.0`, R=8.0'. REMOVE EXISTING V ala - 1 -` ► 0•' N CURB & GUTTER AS NECESSARY. a, o °> -- -- r _-_-- - 6. REMOVE EXISTING GUARD RAIL. rn o> _ _ �; i - -«- °' _ _- `` - - - -- -- - - - - - --- -- - - - - -- -- - - - - - o; r - 7. REMOVE EXISTING AC PAVEMENT. SAWCUT AT JOIN LINE AND 109Q ' _ _ - -- - - ' ' ' - ' - --` - - r - - ~ 1090 10'-0" WIDE SECTION OF PAVING BETWEEN STA 42+00 AND _ _ _ _ - _ - _ _ - " - - STA 43+50 AT NORTH PAVEMENT EDGE. TOF' OF EXST SOUTH l�8 10. REMOVE EXISTING HEADWALL BACKFILL EXISTING PIPES II WITH SLURRY CEMENT t� m SLU CE E AND PLUG ENDS OF WITH CONCRETE AND ABANDON- IN-PLACE. 1D8` % ,�_ W 'z 11. STREET LIGHTS 9500L HPSV(18" BACK OF CURB) INSTALLED BY •�. SOUTHERN CALIFORNIA EDISON, PAID AND COORDINATED Q a_ E- 2 �� LLT %.4 U S J Z O LL_ LL BY DEVELOPER. Q �� h M o rn l o, 12. CONSTRUCT STEEL GUIDE MARKERS PER CRC STANDARD Z ►_ , �r, a Q �? #403 AND $$406. . CAI f:: 1",4' VE f1 �. o> 0,• �� C o �� rn 13. CONSTRUCT AC CURB WITH 8" CF PER CRC STD 0104-Dl-8. v) ( _ 1080 14. EXISTING TELEPHONE MH TO BE ADJUSTED TO FINISHED ���� , ,f ( 4 ) ��� +(,U 4r,+r,�� 4100 4���+�)r � � � � 43+00 44-#00 � ; 45+00 46+00 GRADE BY TELEPHONE COMPANY. ,Ic)IN f x1,�1 ``-f, F?, 1?0' c , , m ! i�' N oN 15. REMOVE EXISTING 18" CMP. �' X_ .� �'' /y C �, G?.?s �. cv rn o cc i � +t i T�VI PORARY 00 >- co �' o N S1OPF N 17, EXISTING ELECTRIC VAULT TO BE ADJUSTED TO FINISH GRADE '`' `1' ` `" - `" o 'Ic� BY SOUTHERN CALIFORNIA EDISON. Cv ! ql rn �- N �- � •- � gSF ME NT •-- � NOR 1 N FAS[-&4[-NT 1 I Nr 'I tt STA '45+53 Q al- - 18. CONSTRUCT 5:1 TAPER PER CRC STD st 406. n .00 Q n a_ O O _ - - -- --�•- --- .«.------ -- ---- �- - ---------- --- ----�-------- ------+------ -- --- - - (/ ^ /� � n- �_ 1 -- -- 0. EXISTING POWER POLE TO BE RELOCATED BY OTHERS. 8���l/ �.� !�!r �. �...� - -.M�w 1 r. �---rt�w+ -��-- -T �.. � �. �,.�----�. --rr-s�..�.�+T�-�f L� �� � _ .r w-.r -- _ -� -� -� \\ _ 11lLJlaC 11ar_ - f ♦ ..........asaa¢ZI- _Z= =C=/=i =7taa��I��a���r •�����L_3-_--____ -_J - _ __ ----- 89. -� .4��wra Y - -� \' - - _ VE EXISTING CONCRETE DOWN DRAIN. ?) � 8 9.46 ,.,r-T'' _ - - -- � - �--�-=--�_: _ 2 5 REMOVE _018- '��� 37 d� �`� 1 .4 �; � 4•�t w v 26 PLANT STREET TREES PER NOTES AND LEGEND ON SHEET NO. 1 37 T- _-ro u, ��o �� ` Q H A.C. OVER 0.33 BASE N 69066 "° ,_, a- > . " _ -�► --� -. • . w� _ �--- ASS OWN (ON S.C.E. PROPERTY). U /V WAY W 1 0 ' 1� (89.04) (89.151 E� H ' ?5 �-� 6TH STREET �' 6 7� .�j _._ _:. . . __ . s . .• I�- -� x - MPRovEMEENT7s N W TRANSIT ION NO SIDE ll- I ` >I 1 17 3 r� o 0 Z ., OF t�tW ,STREET. AS _ . , • � � ♦ • • w I • • • • • • • • • • • • O SHOWN, MTWEEN ST ,..., _. - „ -.• ._ __ ._ .. p - - ---- -- F- Q +f 37+09, 7G & 1 A 38*,'x.00 (, - CID - Z EXISTING R/W LINE _ U j 17 j - 26 TYP `ID -C2) Y PROJECT CONTROL LINE O of ^ • , l �.. f c'� �- EXST R/W LINE AND cL W PROJECT CONTROL LINE M cn 2 �vcn Q W ? p � Y l NNW �� ti o U � U - �� �j by O � u j OD � o `,,� �� I �• O `? Q N��R DESCRIPTION OF REVISION DATE APPROVED II � QW N E- i 2 Z cv + � w � � w `Q� "IAN CITY OF RANCHO CUCAMONGA ! i � � _ �� 6TH STREET PLAN & PROFILE 11� .t`� j O l N ���`� OpN sop, c, 10 STA. 37+00 TO STA. 46+00 f ~ � C . U . P . 90 - 16 I ,� NOTES: � No. ` 1. FOR STORM DRAIN 1NFO�MAT ION APPROVED BY DAT E f ' �! SEE SHEET NO. 2 OF 6 OF' S.D. PLANS. - o�. -> N T Y O F SAN B E R N AR - �r CITY ENGINEE � '= R.C.E. N0. 2x953 C.��� - REGIONAL PLANT NO. 4 2. FOR TYPICAL SECTIONS SEE - - - J y ��., DESIGN RECOMMENDED ;r SHEET NO. 8 OF 13 OF THIS PLAN SET. ACCEPTED WASTEWATER RECLAMATION PLANT ' ' C TORKKO ' 40 800 DATE: DRAWN � 'Not s is L WILCOX HEFT 0 13 i d SCALE 1 40' CHECKED DRAWING N0. J -NEWTON DATE JUNE, 1995 R.C.E. O. - FILE N0. 7148c029.cfgn 31-M.AY- ,7995 10:24:31 SHE E1 OF . . . . _ PROJECT BENCHMARK °p ►U- ' (�j 0 (� � BENCHMARK NO. 173-A (CITY OF RANCHO CUCAMONGA) d N , o o �/4 ELEVATION 1124.978 PROF 1LE �GF?A0E*AT o N o cv ; 1D9� TOP OF NORTH CURB - 4- o, �, 1095 SET BRASS DISK IN TOP OF CURB ON WEST SIDE ETIWANDA AVENUE, C0 CIO 00 o . a o"r o a v 49+80. 11 109 FEET NORTH OF NORTH RAIL OF MAIN LINE TRACKS, 2 FEET SOUTH =+0.629 R=-0. 096 6th STREET= OF SOUTH END OF LARGE DROP IN FLOOD CONTROL CULVERT, 6% FEET P_,�p,�704b - - - i EAST AND 2 FEET SOUTH OF POWER POLE NO. 772720E, AND / 2 Rk+0,406_ Uo U ,� _ 33+74,29 FOOT LOWER THAN MAIN LINE TRACKS. i y - ET IWANDA AVE. 0 m �_ R=+0.2096 . g6 C� EXSt ROUrlO fit=+0.409b M 4--' ' a v'• 1090 LEGEND _ N a o o LIMIT OF PAVEMENT REMOVAL AND REPLACEMENT Lu NEW PAVEMENT : f N + M �PI�OI�ILE GRf�OE w 1095 + PAVEMENT REMOVAL AND REPLACEMENT i cv g �? o . AT CENTERLINE Q , , cv + N W o, J ASPHALTIC CONCRETE OVER EXISTING PAVEMENT WITH ' o °'o =+0.r7�6 -+ '6 3qb_ - - rq,_2 3 w Q OVERLAYMENT PAVING FABERIC, SEE SHT, 9 OF 13. ------------ --- --- _ - , .ppb 4 f - ''---- ------------------- --------- EXST GROUND Lu f0g6 At CENT ERL 1 NE °� �" cp ►- 1090 v� o K - -'- IQ QQ Li i 2-•24" CMP + ' + ' + ' + a> E� ABANDON o a v v V � v � o INP ACE 90 o L c� V.C. + . .__ _-- rnCONSTRUCT - - - --- u,C7 v w ION NOTES. PI 1093.76 - o n r- 109at M p 1095 C\JW o 49+79,72 Ot. CONSTRUCT STANDARD CURB AND GUTTER WITH 8" CF •o *- a> rn = AND 24 W PER CRC STD �104 A - . • cv• 2 8 �. 01 6r h_STREET corn -----=----------- -- - z 32 49.28 ,� CONSTRUCT STANDARD 4 -0 WIDE SIDEWALK, 4" THICK C1 _ _ --•— --- (� Rr r. fir.• - --------------- U U U U ET IWANDA AVE PER CRC STD #103. toP OF Exst �; �- 1' ' ` SOUTH CURB °i O c� <7 3. CONSTRUCT 5" ASPHALTIC CONCRETE PAVEMENT OVER 6 " osb � � 1090 O AGGREGATE BASE. v `. cV (V Cv N rn rn a, a, 4. CONSTRUCT HANDICAPPEDu Q`+ o o ACCESS RAMPS P R R T oE CPC 102. I 6. REMOVE EXISTING O E E S G GUARD RAIL. E- 7. REMOVE EXISTING AC PAVEMENT. SAWCUT AT JOIN LINE. 10 REMOVE EXISTING HEADWALLS. BACKFILL EX IST iNG SCALE: .1"=4' .VERT PIPES WITH SLURRY CEMENT AND PLUG ENDS WITH . . - . l"=40' HOR1Z CONCRETE AND ABANDON-IN-PLACE. • 11. STREET LIGHTS 9500L HPSV (18" BACK OF CURB) INSTALLED BY 0 SOUTHERN CALIFORNIA EDISON, PAID AND 49+00 50+00 COORDINATED BY DEVELOPER. 46+00 47+00 48+00 ------------------------------------------- 17. EXISTING ELECTRICAL VAULT TO BE ADJUSTED TO FINISHED TEwORARY ' STA 47+39 NORTH I o GRADE BY SOUTHERN CALIFORNIA EDISON. SLOPE — EASEMENT L INS c" z0 / 1 I 1 EASEMENT DRAINAGS ,��' U 1 i PP UJ-510Y 19. CONSTRUCT CURB RETURNS WITH W=10' CONCRETE CROSS AND AS M NT cv 1 20 O LONGITUDINAL T UD I NAL GUT T ER PER R T $006-A.` N E E E EXST PRIVATE, o, 1 l / , E CPC STD N RD.(AC PV MT) `cDv 23 STA 49+2.5 f 0 6 T -Z4 I cv 1 I 20 EXISTING POWER POLE TO BE RELOCATED BY OTHERS. - o _ __ _�_ ___ ________t_ __� , - - .rte 23 INSTALL 22,000 L HPSV STREET LIGHT ON A TYPE 15 �`��__ -_ , '�__` "' �-_ _, -_ l�-- _"`_�;- _ _- _ ��_ __`_______ _,--' SIGNAL AND/OR LIGHTING STANDARD POLE WITH 15' - I��� LUMINAIRE ARM, 2" CONDUIT SWEEP. AND FOUNDATION PER 'I I`� \ CALTRANS STANDARD PLAN #ES-6B. LUMINAIRE SHALL �t U I t POT _ _ ET IWAND_ A AVENUE= � STA 33+_13.75, © - j � �� - � K/ X: �0 EXST R.O.W. LINE BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT . _ ,.. . _ 24 FOR ADDITIONAL DETAILS AND DATA AT INTERSECT JON OF _ _ - \\ -� - J �` ET IWANDA AVENUE AND 6TH STREET SEE ENLARGED DETAIL EXST RTW L INE AND k ' u X _ SHEET NO. 6 OF 13. G 6TH STREET) PROJECT CONTROL LINE'_.", x, `x �� I ��POT STA. 50+00.00, 6TH STREET= �� STA. 33+TO-.7-5 ,—ET IWANDA AVENUE 26 PLANT STREET TREES PER NOTES AND LEGEND ON SHEET NO. 1. cn O �0 6TH STREET _- ._ • • — __ • • _ ___ - • _ • • • Y . �, ' 7 - •- O - CL 26 4 40' �r cv (TYP)' _ O OF O sl 1 W i Q i , �a I `` F SS I!1FyA�i Lu �q DESCRIPTION OF REVISION DATE APPROVED , 12' 4� ooNsoR� u, CITY OF RANCHO CUCAMONGA g ' + �. . 14'I 6TH STREET W cjv�� PLAN & PROFILE STA. 46+00 TO STA. 50+00 f . f w , I W REGIONAL P r - C . U . P . 90 - 16 EG L LAN NO. 4 Q"�, FESSIpNq I WASTEWATER RECLAMATION PL NT ' ` Q ��� COUNTY F A APPROVED BY: ; • - DATE: d ✓ r , ; Qf. �� pN SOliOG c2 COU O SAN BERNARDINO CITY ENGINEE ` R.C.E. No. 24953 NOTES: % f I ;� `4�, � � F� � I _ ACCEPTED BY: DESIGN RECOMMENDED 1. FOR STORM DRAIN INFORMAT ION SEtSKEET NO. 3 OF 6,' OF S.D. PLANS Q 0 40 80 120 4 7 z C TORKKO r 2. FOR ET I W ANDA AV 5NUE ROADWAY I NFOPMAT ION SEE DRAWN S SHEET NO. 5 OF 13', OF THIS PLAN SET CIV1� rr DATE: HE E T SCALE 1 -40' _.. . - L� L WILCOX 3 of 13 3. FOR TYPICAL SECT,IONS SEE SHEET NO. 8 OF 13, OF Tl IIS PLAN SET. `r� ;" � - CHECKED DRAWING N0, S T 1-C-22 J NEWTON JUNE, 1995 R.C.E. NO- DATE DATE FILE NO. /5�/ 7748C045.UGN" 31—MAY—1996 14:42:06 SHEET 3 OF /9 'i .. :. -... P. PROJECT BENCHMARK i c tt . . ._. _. .._ ... ... .. . . .. .. ..... .. _. _ ,..... .. .. .. ... .._.., _ .., y � , ; � � i BENCHMARK NO. 173-A ( O C 3 CITY OF RANCH UCAM � �. . .. . .. .. .� _.. . .. _ W.. . .. ._ . , . . _.. ... . W. ..w.. ._. .. WW.. _ . . _ - ELEVATION 1124.978 , ........ . _._.. ._.. _..... w.. _ _ ... .. .__. _... . ..�. _._. . _ _. _. , r W. ....._. . _.. _. ...w. .__ _ ...__ ., _.,. .._ _ _ _ _ SET BRASS DISK IN TOP OF CURB ON WEST SIDE ET IWANDA AVENUE, - - 109 FEET NORTH OF NORTH RAIL OF MAI LINE TRACKS 2 FEET SOUTH , EST TCJP'O U .8. . . , _.. _. . _. _.. H . _ _ + _ . W . ...... _....... .... ... ....... ........ .. . ..... � t 1 _ __f .. . OF SOUTH END OF LARGE DROP /N FLOOD CONTROL CULVERT 6% FEET r. � �, , , _- ---� z _. __.... _ ...__. _ .. _ ... .- _. _ cv �- _ . , , . , . .. _. ._. -_-�-- _--�_ _ u _ EAST AND 2 FEET SOUTH OF POWER POLE NO. 772720E, AND N ^* ! _1 -- --► _ -- -- - - _.....' W. _ ~ FOOT LOWER THAN MAIN LINE TRACKS. T BEST OP ; C• R i f _ i , -- EN • y , y • LEG D _ � , f _ 18 --} ; I I i J10 0 LIMIT OF PAVEMENT REMOVAL AND REPLACEMENT I IM NT i I 1 , i j i I aID . 1 • ' NEW PAVEMENT O l 1 ! E I j i i _.. _.... w. .... . ...,.. ......... _. _ ... ! � # � -, t I � . ... ... _ _ - ...... . _ . . «� .. PAVEMENT REMOVAL AND REPLACEMENT ! f 3 1 ; I _. Z ...... _ _ ASPHALTIC CONCRETE OVER EX IST ING PAVEMENT ! _ WITH OVERLAYMENT PAVING FABRIC SEE SHT 9 OF 13 1 j . -. _. __ _. _ .... i lu 17 i 100 i LL 6R!A L'E QE C , j • ! j _ . i. �_ CONSTRUCTION NOTES: `__�„ j--,-- ..... _ . , .. .. . . ..... .... .... _ .. ,_.. ....� w_.. .._.,. __ ... 1. CONSTRUCT STANDARD CURB AND GUTTER WITH 8" CF = AND 24" W PER CRC STD #104,A 2-8. co o A + '4 _-_-1._---i _. LL. _ _. 2. CONSTRUCT STANDARD r-0 WIDE SIDEWALK, 4 THICK �t _ .w--r _ #103. - ASPHALTIC CONCRETE PAVEMENT OVER 1 B IMN CONSTRUCT s' ASP ER 6" AGGREGATE BASE. xl , O + 1,6 CONSTRUCT STANDARD DRIVE APPROACH AND SIDEWALK, }- -- _ W=40.0'. R=10.0' PER CRC STD #101-C. E l TI .. 7. REMOVE EXISTING PAVEMENT: FULL-WIDTH, STA 21+18.54 TO., R } 8 v STA 22+58.54: 14'-0" WIDTH, STA 22+58.54 TO STA 28+00 � I _.. ,.._„ .. .. ..._.. ..._.. ......, CONSTRUCT ASPHALTIC CONCRETE OVER EXISTING AC .. PAVEMENT. NEW AC THICKNESS AT CENTERLINE CROWN , ` a 1 N SHALL BE 5 MINIMUM AND 1'14" MINIMUM AT EAST EDGE. WALE ! ; I ► _.. . _.._ EXISTING PAVEMENT TO BE FOR ADDITIONAL DETAIL AT OVERLAYED SEE ET IWANDA AVENUE PAVEMENT OVERLAY , 1 ! ' ' ...,._ TABLE ON SHEET NO. 7 OF 13.1 7 w 1 _ 11-110 - �+ t t 11. STREET LIGHTS 9500L HPSV (18 BACK OF CURB INSTALLED 8Ys'` 22+00 23+00 24+00 25+00 26+00 27+00 28+00 SOUTHERN CALIFORNIA EDISON. PAID AND COORDINATED BY ' , . DEVELOPER. y REF EREI E: SEE APPROVED CITY �' 1 NA PLANT . • 4 WASTEWATER RECLAMATION P ANT ,j 2�. ADuvsT EXISTING SANITARY SEWER mH TO FG.-PLAN NO. 1498". MATCH EXISTING a REG O L L /t10L , , fOP OF R8 AND JOIN EXISTING 26. PLANT STREET• TREES PER NOTES AND LEGEND ON SNET NO. t , { A.C: ,PAVE ENT. t�; '� ti. N � y � t , Y ^. t °' N „ ' E- N STA 28+7•d1\ ; � �` _ (TYP) d y � 11 0 U + w I L 5' N j ', ,\``~" 2� + :,}_ 1, l .,, »• •• "� 1.�J tArr I tw� �w.�ID STA . 4+84 ;, �., v�'• (� --. O jgOfESSIpy _ .. _ 1 / � V 7 .� . �. —. T • .� U T LL•- `~ RTHfK`TOM r. V 7 ` A - 7 .. L. • — • . - 'd"c No. 27395 . 21 ore o�?,L_!+18_­ o • ' . • . : • k : ' ; • . : ; ; : • a : '• : : :N o•ii's8" E a sir of t�A CHo C�� oNG Ew . . .'lir . .- _.._ r . .,... ,_.. . ,,-.. . -- ,r. .. ;T• L.�:ii•. .► .•1 ', •► . r t• ...►:•tea: ._• . .. i _z•. _• _a*_: i.•� .. T.; T; •y..ate.-L• i—+*_• ._ •� ..� _ 1_i �a '� - 1, . CORPO ATE LIMI S civil s . . N . . E!T WAN DA • AVtWt — . *J. •. BEGflV t NSTDUCT• b. I '�- . .... r _ 9 f ET A' I46A AVENGE AND • , Q `'' {;' PROJECT-.CONTROL,LINE A 21#,21.,53 AHD T A 31+00.00 `� >ti G) ijOO E0 PKW TREES PER S. 1� T R NS/T I T M H - �• z / Y _ Q REAu". SEE REV. A ON 0 ATC - �t' �� ow owts. �ss1 d REV151&VS ,ay C,".Wo. 9-/7-9& ��• f�G ?; EXISTING PAVEMENT •� -�, � ssl - I , �'-" ao E N DESCRIPTION OF REVISION DATE c� r �, � •' N F APPRovEo � CITY OF RANCHO CUCAMONGA NOTES. � �; � ;5� 'i � a � � Z �*' � -w-.� 04 1. FOR STbRM DR�CIN �IIFORMAri�N SEE SHEET N6. 4 OF 6 OF S.Q. PLANS ! ;2. FOR TYPICAL SECTION SEE SHEET NO. 9 OF 13 OF THIS Pk S6T. - - ETIWANDA AVENUE y � .�� ' PLAID & PROFILE U r f.. STA. 20+00 TO STA. 28♦00 . I C.U.1'. 90 - 16 1 q APPROVE Y� x �.> .- 5 ;A :� y COUNTY OF SAN BERNARDINO D e DATE CITY ENGINEE R.C.E. NO. 24953 DESIGN RECOMMENDED / I o "' t ti I ACCEPTED 8Y: C TORKKO -` 1 i .0 X10 e0 120 _ �' - DATE: DRAWN SHEET < SCS 1-•40' Clvt�- L WILCOX 4 OF 13 CHECKED ' f r R 1—C—2`3 DATE . tsss R.C.E.Mo. DRAWING J NEW FSE No. /S / 7748CO30.DGN 02-JUN-1995 11.11:37 SHEET OF /Q • i - ,._ r ._.-, _, - 77. _ - t_ .. a - , . I I 7r 7 I PROJECT BENCHMARK OJEC MARK °p BENCHMARK NO. 173-A (CITY OF RANCHO CUCAMONGA) _- _ td lot • "` c1? AT IQN f 124.978 i f cd co_.. co ..W. .. . . _.. . _ SET BRASS DISK IN TOP OF CURB ON WEST SIDE ETIWANDA AVENUE, o �.•� : v ; TH OF NORTH RAIL OF MAIN LINE TRACKS, 2 FEET SOUTH - t _.._. . ... },.,. W.. SOUTH END D OF LARGE DROP IN FLOOD CONTROL CULVERT 6% FEET 109 m _.... . .. ... _ ....... _. ................ ' 1 cti R .+0 6 . - -- - W 2 . R T. __ _ _ _ � _... _.�........ . . .,. .. �_ _�.. . .._ _ _ _ �_- - -.- ..,..... .._.... .._... ._ OF AND 2 FEET SOUTH OF POWER POLE NO. 772720E o AND �1 S TOP O ! U, B i i i ! FOOT LOWER THAN MAIN LINE TRACKS .. . ....- 4 ._.. . .. ._. - 00 .. _+ +p i : N 0)_ �0 ....... ... _...... .... LEGEND T ! 4. _.. .. ....... _.... .. ..., L/M/T OF PAVEMENT REM�AL AND REPLACEMENT _. ....... _.... ... . ..... . ...... __. .... YF -••�-- -_w-_- - R 1 - .. . - - _ - NEW PAVEMENT t _. _ _ PAVEMENT REMOVAL AND REPLACEMENT € ! ! i ASPHALTIC C NCR REXISTING . _.. ..... _ . . , .... .. , .._ ... ..... ....... .. . . .. . ..._.. ___... ,. ., ._.... .,..._ ._. ,.... . . ... ... .., .. .._ _.......�.. ... .. -_.... ..._.. .. .. ..... _., CONCRETE OVER PAVEMENTi ... ... ...... _ _ _ . . _ _. � S I - � . . W TH G G A A � o ►: vi OVERLAYMENT PAVING FABRIC, SEE SHT. 9 OF 13. . _ .._.._ .. W _ _ / . . . .. .. 9 1' OF CURB � � �; CONSTRUCTION NOTES: ... _ _ ... CONSTRUCT STANDARD CURB AND GUTTER WITH 80# CF d 1 AND 24 W PER CRC STD #104, A 2-8. J W 2. CONSTRUCT STANDARD d'-0" WIDE SIDEWALK, d" THICK 2 t R F GAD11V PER CRC STD #103. J 4F iETIWAND E' _ ._ _ = _- - - 3. CONSTRUCT 5" ASPHALTIC CONCRETE PAVEMENT OVER _ _. _ „ ... ........ .._,_ _..,. . .. _., _. ..... -��� AGGREGATE BASE. Q Rs t. � - __________ , ! ... ._ . _ _ ..... ..... . .._... ....__ .. ._ ..,.... ....... . . _ .. _ . Y. ... - d• CONSTRUCT HANDICAPPED ACCESS RAMPS PER CRC STD X102. -�- - Al __•__ `-- - 7. REMOVE EX1ST/NG PAVEMENT: 14'-01" W/DTH STA. 28+00 TO w. . • W. .. . 33+00. 12'-0" WIDTH ADJACENT TO CENTERLINE STA. , -- .... .. ... _ ... . .. . . .. . ... . STA 30+50 TO STA. 31+00: FULL WIDTH STA. 33+75 TO STA. 35+00: 6TH AND ET 1W ANDA INTERSECTION INCLUDING TAPERS. .I•►1. a B` - w- ♦ ! € I f f i i I t 2 9. CONSTRUCT ASPHALTIC CONCRETE OVER EX/STING -AC PAVEMENT NEW AC THICKNESS AT CENTERLINE — aD CROWN SHALL BE 5 MINIMUM AND 1'14" MINIMUM AT EAST EDGE. FOR ADDITIONAL DETAIL AT EXISTING I I ( f I ! € !� o PAVEMENT TO BE OVERLAYED SEE ET IWANDA AVENUE co)I f ' "i PAVEMENT OVERLAY TABLE ON SHEET 7 OF 13. } i C,.� , , � ! � { � f � i 1 STREET LIGHTS 9500E HPSV (18 BACK OF CURB) INSTALLED 8Y � i + ! ! •' 1 SOUTHERN CALIFORNIA ED ISON PAID AND COORDINATED BY DEVELOPER. € I I I , I h f ` - r i M 17. EXISTING ELECTRICAL VAULT TO BE ADJUSTED TO FINISHED 28+00 29+00 30+00 31+00 32+00 33+00 34+00 GRADE BY SOUTHERN CALIFORNIA EDISON. REGIONAL PLANT NO. 4 WASTEWATER RECLAMATION PLANT - --- — --- — ------- — — —`--�—�—�—•—•—•—•—•—•—•—•—�—'—'i 19. CONSTRUCT CURB RETURNS WITH CONCRETE W40' CROSS AND } 23 PROJECT CONTROL LINE j LONGITUDINAL GUTTER PER CRC STD 0106-A. - 1 v • i AND EXST NORTH R.O.W. LINE 11 j ! !U , •� ' `f- i j 2d 21. ADJUST EXISTING SANITARY SEWER MH TO FG. LLJ ai P R LIGHT ON A TYPE t5 � ..-..-.. N INSTALL 22 A00 L H SV STREET L G SIGNAL AND/OR L IrGHT I NG STANDARD POLE WITH 15 LUMINAIRE ARM 2 CONDUIT SWEEP AND FOUNDATION PER• M W , --'� • • $ • $ - ,.,! ` ! ' i `_ < , < i CALT RANS STANDARD PLAN UES-68. LUMINAIRE SHALL f �°! -' Q - �r� r I ! j - - BE CUTOFF TYPE WITH PHOTOELECTRIC UNIT 18 03b f 17 i' ` STA 28+s2 f' 3 . {� 27 10 4 FOR ADDITIONAL DETAILS AND DATA AT� INTERSECT ION OF f 1 -- 3 ~ 26 1 6TH TRENLARGED DETAIL a 3 1 ET IWANDA AVENUE AND 6 STREET SEE _ . � - 19 3 �` _. SHEET N6 13. cD PLANT STREET TREES PER NOTES AND LEGEND ON SHEET NO. 1. • ♦ • ' 4 d "_ ®7 CONSTRUCT 81US BAY, PER CRC STD- *119. 7 U. 1091.5 FL _ - , i '•l l % �; ; . .� N•001115 _Ot)CAM_ ONCE I N . ♦ — i .ill. •.—i — .+..' •: Z► _ . — . a. — _..-► -- - -�- _s. . i - — --'•— — -}i- — ► -- - _ ..—. f _+ `r' T -. ' --+• ._: ---•.'+ r-^-1......_-_� -a _.r.,. . .,. �,- .`- ) * '..,.{'f y,:.• �..• ,.,,.....'' ...,- :,..y .._.,. '----r--fh-.«.. _ n,..,..., .. • !`tel a "oV► I \,JTTI'S'1'C'." �NMI'f .- :ET YY �"'�I•VDA � AVEI V 'E , .. . . -• , - ..a; - - . • '•..,, ' . •t •• • • . . : .. — - it .... • , - . .• : • . + � ,. ,,•„ ,. END CONSTRUCTION _... _ _ 1► ,, 35 •im 35+00 Q � f- / {w L�•�.—..••r.—.— —.—.— • —•...f.Y.•—.— •—• Lrfr'iw.•—•—• i—• •—•1• .' - L. - ' r r, ET IWANEJA AV#NUE' AND PROJECT CONTROL LINE -'> "' '; �' �" �.; ESS/ DESCRIPTION OF REVISION DAT CITY E ID APPROVED Lij f�. •..,,_ .f �, = �Ro CITY OF RANCHO U GA w �J c.5 f E7 + SCALE V-40-40 so 120 ETIWANDA AVENUE it , {'" ` i `�_ PLAN & PROFILEio f o t, / s,• - STA. 28+00 TO STA. 35+00 {3 -€ 90 - 16 , SS N S BY DATE --- -•_.. - `` '` � c COUNTY OF SAN BERNARDINO APPROVED Cl�> �' it RD CITY ENGINEE 4953 u ' . , / R.C.E. N0. 2 REC MMENDE .. - ACCEPTED BY: oEslcN a D NOTES C TORKKO W 1. FOR STORM DRAIN INFORMATION ION SEE SHEET NO. 5 OF 6 OF S.D. PLANS. ' p. oRAwN j 2. FOR TYPICAL SECT 10N SEE SHEET NO. 9 OF 13 OF THIS PLAN SET. ... DATE: E sHE�r L WILCOX 13 OF Cp►`-` CHECKED DRAWING N0, 1-C-24 . J NEWTON DATE �, IM R.C.E.NO. 77 48CO31.DGN 1-JUNE-1995 10:14:00 SHEET 5- OF F'ROJE CT BENCHMARK IMARK FOR CONTINUATION BENCHMARK NO. 173-A (CITY OF RANCHO CUCAMONGA) SEE SHEET NO. 5 OF 13 ELEVATION 1124.978 SET BRASS DISK IN TOP OF CURB ON WEST SIDE ET IWANDA AVENUE, 109 FEET NORTH OF NORTH RAIL OF MAIN LINE TRACKS, 2 FEET SOUTH I OF SOUTH END OF LARGE DROP IN FLOOD CONTROL CULVERT 6% FEET I i I EAST AND 2 FEET SOUTH OF POWER POLE NO. 772720E, AND FOOT LOWER THAN MAIN LINE TRACKS. CONSTRUCTION NOTES: I ! I I I I I I 1 7. REMOVE EXISTING AC. SAWCUT AT JOIN LINE. I ' 8. REMOVE CONCRETE CURB AND GUTTER. 16 REMOVE CONCRETE CROSS AND LONGITUDINAL GUTTER. ; ; i I ! I 17. EXISTING ELECTRICAL VAULT TO BE ADJUSTED TO FINISHED GRADE BY SOUTHERN CALIFORNIA ED ISON. I O19 CONSTRUCT CURB RETURNS WITH W=10' CONCRETE CROSS AND LONGITUDINAL GUTTER PER CRC STD $1106-A. ►- I I I I I ul � I ; 1 1 'A ri F I; (;l/1,rli 1>'I N T)AI'A %� i,'. 'r`� I) .•' W)"" Alf, :19" � j j `i! OPt- l=A.Ilif MI.N1 ---1--;-!�------ .�af' - 4.16 ,� 60 NOR II � AS1 MI NI l INF I -:f4,lff ►,� ��4�� � � ' �� Iu, •__� ___--_--�._-----_--��-----------�..��__r_-� 1, *k? I / ` � \ � ; I ('6 a 1 ♦ ( O 48+?S 4N+.50 48+I5 93,•17 TC - 192.80 f L 92.50 P. I W _ Y 86 I P i.a 1 1` 9�+. 1. 1 � J 3 9��.y�� r �' 9� .s� 33+ 13.75 ° 6TH ST EET . , I 5 93 06 v � N SIDE EXST R/W \94� 1t cv) 0 6TH ST=PLANT V �, CONTROL POINT --�'`' ��, A Icv) Z N 5 000 045 E 5000 33+ 10.7.5 It ETIWANDA AVE.= .1. . I , f - 03.31 _ 9226 P ss TP �pI Z 6TH 8T 50+00.00 OLL / n ti U l 2} ,- , j 1 i r 2. 0j. (Yj LLQ 'p) k •., x,11 (92.82) j I W (92.5@ f L) 8 I M �L (93.0 ) 1� 1 �`` �� (83.23 TCI 9z.t2 ' 2. T I I ELl W (93,5 rC1 2.3 f L _... . _. rv, . . ...__. . _. _ .. ... . Q y. ti EXIST ING C6(i 9 .o' r 92 8 N Q �o1 j 91. 1�� I j ) JOIN 1. X I S 1 . / CID �/� p F 16 PAVMNT. AND 17 "' �ti' CURET Q GUTTER o lb ON SOUTH SIDE c+ !.6 T N AT STA. 49+00 �` 92.29 TC� I 92. 5 M ll _ 32+46.28 1 3 F 1. 0 p I W = LEGEND I I TC TOP OF CURB FL FLOW LINE O19 �h T N TP TOP OFA PVMT, WITH I I I AC PV MT / " ABOVE CUR8 RT N DATA 1 CONC EDG9 GUTTER 90° 21'-21" 1 ' 7 R z 35.00' i ' I ' L = 55.20' T = 35.22' lti j Imo- j Q OFESS1Q�rDESCRIPTION OF REVISION DATE APPROVED N SOR 6' CITY OF RANCHO CUCAMONGA NOTES: 1. FOR ADDITIONAL INTERSECTION INFORMATION > Cl 3 PAR T I AL PLAN 6TH STREET ETIWANDA AVENUE INTERSECTION SEE SHEETS NO 3 OF 13 AND 5 OF 13 OF THIS PLAN SET. Esslo C . U . P . 90 - 16 N'�! APPROVED BY: DATEI N sono Fyc� COUNTY OF SAN BERNARDINO CITY ENGINEERR.C.E. N0. 24953 G� ` ACCEPTED BY: DESIGN 777M RECOMMENDED 0 20 40 do -� C. T 0 R K K 0 pw �- _ Y-rl!wDRAWN D SCALE 1":20' CIVk� �Q DATE EW SH WILCOX ' ST OF 13 CHECKED DRAWING NO. 1-A-1 J. NEWTON DATE JUNE, 1995 R.C.ENNO FILEf SS� '748C054.DGN 1-JUNE-1995 10:51:32 SHEET Gj OF /� I CHINO BASIN MUNICIPAL WATER DISTRICT REGIONAL WASTEWATER RECLAMATION PLANT NO . 4 E T I WANDA AVENUE STREET IMPROVE ME NTS AC OV114LAY EXIST INCl 8 F INISf1CD GRADES WITfI ASF'IIAE T CONCRETE TMCKNESS (ViAOI WO AK 12' L 1 (_J N1I fit INE F( 1 I E- 2.`)' fel E XIS 1 A(, NEW A(: NE W E X IS 1 AC; NE W (If? f 3f IK l I IK'NE SS AC: O E I,, 1 11 IK'Nf , P )C)f Il E H f ()(A T I IK'Nf ( 12' L) (F 1 ) l*nH f_3FIK (f 1 ) GHAOE (.)`>' F0 (f 1 ) Rl E OCA 204 !><) 15,:31 I',.4') I',. 11 20+ 15 15,f33 I',.9f, 1 ,. 74 21+ ()() 7f,,?�, II,,40 + 18., 4 MA i (,I I I XI.`) 1 INC, ( 11,41) + ;'' 76, 7.', 0.f,1 17„3f, 10.H(, O. 1;' 1/.',1 10.48 0.6', 1/. 13 + f,O 71,09 0,f,f, 71, 7', 11,2 4 o. 17.9f, /6.H2 0. 10 11.52 + 1!) 71.49 Ifs. 14 11.1`19 0.34 IK,:il, 17, 19 U. I2 II .!I1 + (X) 11,104 0,1,9 Im.',.`3 /h,08 0,11`41 /H. 14 11.',2 0,48 h1,00 + 2', 1H. 3f) 0,1,1 18.48 0.6 1 19, 11 H. 0.w, 18.61 Pi. 78 0,49 /t).2I /H. 0.1)0 1f),48 /8.44 0,6() P3,04 P, P). 1A 0.1,1 11),64 /'.).;)0 0.f)9 IO.8', 1H.W) 0.!)f, Ifl.41 2:0 (X) PWA 0,41 80.01 1(x.!,1 0,6.', 80.22 /x).26 0.F,2 19. 18 19.(J4 0.44 80.3h h I9.(if, 0.63 8().`,() 10.61 0. 1 80. 1') + '�l) 80.29 0.46 80. 1.' 80,38 0.58 80.96 79.98 0.54 80.52 80.66 0.46 _ _ _ _ � N1. 12 8U. /`� U. 8 1.33 80.3/ U.`)2 80.89 24+00 81.00 0.49 81,49 81. 12 0.58 81. 70 80. 71 0.49 81.26 +25 81.37 0.49 81.86 81.48 0.59 82.07 81. 14 0.49 81.63 + 5() 81. 73 0.49 _ 82.22 81.86 0.57 82.43 81.49 0.50 81.99 + 75 82. 10 0.49 82.59 82.21 0,59 82.80 81,87 0.49 82.36 25+00 82.43 0.53 82.96 82.57 0.60 83. 17 82.30 0.43 82.73 +25 82.84 0.49 83.33 82.94 0.60 83.54 82.73 0.37 83. 10 +50 83.22 0.47 83.69 83.28 0.62 83.90 83. 10 0.36 83.46 +75 83.62 0.44 84.06 83.66 0,61 84.27 83.48 0.35 83.83 26+00 83.99 0.44 84.43 84.05 0.59 84.64 83.87 0.33 84.20 +25 84.32 0.47 84.79 84.44 0.56 84.50 84.28 0.28 84.56 +50 84.64 0.52 85. 16 84,80 0.57 85.37 84.68 0.25 84.93 +75 85.00 0.53 85.53 85. 14 0.60 85.74 84.95 0.35 85.30 27+00 85.35 0.54 85.89 85.49 0.61 86. 10 85. 19 0.47 85.66 +25 85.75 0.51 86.26 85.83 0.64 86.47 85.61 0.42 85.03 1 4 4 50 86.08 0.55 86.63 86.2 0.63 86.8 86.02 0.38 86. 0 +75 86.48 0.52 87.00 86.63 0.58 87.21 86.35 0.42 86.77 28+00 86.76 0.60 87,36 86.98 0.59 87.57 86.66 0.47 86. 13 +25 87. 15 0.58 87.73 87.32 0.62 87.94 86.93 0.57 87.50 + 7 7 7 50 8 .50 0.59 88.09 8 .65 0.65 88.30 8 .25 0.61 87.86 +75 87.83 0.63 88.46 88.00 0.67 88.67 87.62 0.61 88.23 29+00 88.20 0.63 88.83 88.32 0.72 89.04 87.99 0.61 88.60 +25 88.53 0.56 89.09 88.65 0.65 89.30 88. 16 0.70 88.86 + 1 7 50 88.85 0.5 89.36 88.95 0.62 89.5 88.53 0.60 88. 13 +75 89. 10 0.52 89.62 89.21 0.62 89.83 88.90 0.49 89.39 30+00 89.34 0.54 89.88 89.49 0.60 90.09 89. 13 0.52 89.65 +25 89.63 0.51 90. 14 89.77 0.58 90.35 89.35 0.56 89.91 +50 89.91 NOTE 2 90.41 90.03 0.59 90.62 89.57 0.61 90. 18 +75 91. 10 NOTE 2 90.67 90.24 0.64 90.88 89.78 0.66 90.44 31+00 90.35 NOTE 2 90.93 90.46 0.68 91, 14 90.09 0.61 90.70 +25 90.61 0.55 91. 16 90.70 0.67 91.37 90.31 0.62 90.93 +50 90.78 0.60 91.38 90.97 0.62 91.59 90.30 0.85 91. 15 +75 91.02 0.59 91.61 91.20 0.62 91.82 90.50 0.88 91.38 32+00 91.23 0.60 91.83 91.43 0.61 92.04 90.85 0.75 91,60 +25 91.49 0.57 92.06 91.65 0.62 92.27 91. 15 0.68 91.83 +50 91.70 0.58 92.28 91.87 0.62 92.49 91.35 0.70 91.05 +75 92.04 0.47 92.51 92. 11 0.61 92.72 91.65 0.63 92.28 33+00 92.27 0.46 92.73 92.37 0.57 92.94 91.95 0.55 92.50 +25 92.49 0.50 92.99 92.63 0.57 93.20 92. 12 0.64 92.76 �ESSIQNq� DESCRIPTIONI F REVISION C 0 E SON oATE ly +50 92.74 0.51 1 93.25 92.89 0.57 93.46 92.40 0.62 93.02 QUO ON sono Fac! APPROVED +75 1 93.00 0.51 1 93.51 93. 16 0.56 93.72 92.68 0.60 93.28 CITY OF RANCHO C U C AM 0 N G A Q(/� r THE INFORMATION INCLUDED ABOVE IS NOT TO BE USED FOR CONSTRUCTION LAYOUT OR 137237 STAKING WITHOUT CONFIRMING AGAINST PROFILES/SECTIONS . IT IS INCLUDED FOR ��'^ ��� E T I WANDA AVENUE INFORMATION ONLY. FIELD DATA OBTAINED MAY 23/24, 1994. �aJ{�= �-{ NOTES: PAVEMENT OVERLAY TABLE 1. REMOVE 14'-0" OF EXISTING PAVEMENT AT WEST EDGE BTW FESSIQNa C . U . P . 90 - 16 STA 21+ 18.54 AND STA 33+75. REPLACE WITH 5 NEVA, AC OVER 4 AGGREGATE BASE . 0 APPROVED BY:Fy - oN soR c COUNTY OF SAN BERNARDINO R - DATE: � 2. REMOVE 26-0" OF EXISTING PAVEMENT WEST SIDE OF CENTERLINE Gv, 2 CITY ENGINEER __-_ R.C.E. N0. 24953 BTW STA 30+25 AND STA 31+00. REPLACE WITH 5" NEW AC OVER �� Z ACCEPTED BY: DESIGN RECOMMENDED 4 AGGREGATE BASE . 7 C TORKKO DRAWN SHEET CA<C_0 �� DATE' L WILCOX ��� X11 7 of 13 F Ca� O CHECKED DRAWING NO. 1-A-2 J NEWTONDATE JUNE, 1995 R.C.E. N0. FILE N0. 7748c055.dgn 31-MAY-1995 15:15:13 SHEET J 0F 9 i NORTH SIDE OF EXST R/W AND PROJECT CONTROL LINE 51.00' SLOPE EASEMENT 41.00' EASEMENT 47.00' R/W - -- --- --- - -29-.00'— -- — 9.00' — 26.00' 3.00' 6.00' 5.00' 32.00' �_ 32.00` 7.50' 2.0 30.00' I 30.00' SIDEWILK i - I CENT EPL INE OF NEW ROADWAY I j - -- NORTH SIDE OF % EXST PVMT I I PROF ILE GRADE EXST AC CURB TO BE REMOVED 2.00% 296NOr E 1� �--,_ 1.15` SEE � 4" THICK CONC �,• -_ - � SIDEWALK t --_- VARIABLE SLOPE - -- _ _, �� EXST CURB , L I ' _i ASF HA! 1 IC SAWCUT AND REMOVE CONCf?f 71 PVMT 1'-0" OF EXST PVMT ,S 7 D A2_ OV F Fl 6" AGG F3ASF SOUTH OF EXST AC CURB CIIRF; 8 GUT T f F? Pf Fl ,S1 U [)WG 104 6TH STREET tVQ7 L; 01 TYPICAL SECTION 1. 1 RANSVf. RSf SLOP[ VARIE S Rf T WF f N S7 A 48-f25 AND S7 A 49-t57. NI ;; NORTH SIDE OF EXST P/W AND PROJECT CONTROL LINE WIDTH VARIES EASEMENT W IDT H47.00' R/W VARIES 9.00' 26.00' 3.001 6.00' 32.00' 7.50' 4.00' 5.00' VARIES30.00 SIDEWL �2.0�0 ROADWAY CE NT E FAL INF I I NORTH SIDE OF EXST PVMT c?I I 8" AC CURB PER STD u 104-D1-8 Exsr AC CURB 1.50% j TO BE RE MOVE D .p0% ---------------------- 5" ASPHALTIC '---_ - _ _ 4" THICK CONIC Q�0ESs/o�q� DESCRIPTION OF REVISION DATE Ap RIOVED CONCRETE PVMT - - ; ; SIDEWALKF,� -- OVER 6" AGG BASE - _ - -- ��� �pN SOR�G �� CITY O F- RANCHO C U C AM O N G A VARIABLE SLOPE ►:� c�`; � ----' EXST CURB / SAWCUT AND REMOVE 6TH STREET 1'-0" OF EXST PVMT TYPICAL SECTIONS SOUTH OF EXST AC CURB .� 6TH STREET 'FEssroyq C . U . P . 90 - 16 SECTION C TRANSITION ���e N So `F'y APPROVED BY DATE: �'p G'i NTY OF SAN BERNAR CITY ENGINES _ �` R.C.E. N0. 2as53 N7 S STA. 37+09.76 TO STA. 39-f04.78 G= ACCEPTED s DESIGN RECOMMENDED C. TORKKO CO. QDRAWN I � SHEET _ DATE L. WILCOX 8 of 13 CHECKED �x y DRAWING NO. 1-A J. NEWTON DATE JUNE, 1995 R.C.E. NO. IS�/ FILE NO. i�4800C'.dgSHEET OF - ROADWAY CENTERL INE EXST R/W LINE 50.00' EXST R/W AND PROJECT CONTROL LINE - NOTESI 30.00 54.00' * R/W __ I _ _ _ _ 1. OVERLAYMENT PAVING FABRIC SHALL BE A POPYPROPOLENE _ T RESIN CONTINUOUS FILAMENT NON-WOVEN FABRIC HAVING THE I I 25.00' 5.00' FOLLOWING MINIMUM PROPERTIES: - - � - - - - --- -- - - 't * A MINIMUM WEIGHT OF 4 OZ/SO. FT. I TIDEWLK EXST PVMT * A MINIMUM THICKNESS OF 40 MILS PER ASTM TEST D-1777 * A MINIMUM GRAB TENSILE STRENGTH OF 90 LBS. PER ASTM TEST .02L 38.00 J VARIES D- 1682 * A MINIMUM ELONGATION AT BREAK OF 55% PER ASTM TEST D- 1682 I I j * A MINIMUM ASPHALT RETENTION OF 0.2 GAL./SO. YD. I I 26.00 * A P.H. RESISTANCE RANGING FROM 1 TO 13 f X'37 f'VM1 I * FABRIC SHALL BE AMOPAVE ASPHALT OVERLAY FABRIC AS MANUFACTURED BY AMOCO FABRIC AND FIBERS COMPANY OR EQUAL. RFMOVE 1.0' EXIST I 2. NEW ASPHALTIC CONCRETE SHALL BE PLACED AND COMPACTED IN 3" f?f MOVE 14.0' Of � 12.01 PVMT 0 EDGE MAXIMUM COMPACTED LIFTS. I I I X,'i1 f'VM7 A> >I K-)WN f X ST PVMT I 3. SOUTHBOUND LANE (SBL) PAVING SHALL BE COMPLETED BEFORE 0W if NO If 41 10 Rf MAIN � FIR<�T 11 F GRADE ��' j COMMENCING OVERLAYMENT PAVING OF EXISTING NORTHBOUND I I I LANES (NBL) TO PERMIT MAINTENANCE OF ONE-LANE TEMPORARY P1 1 6%) MAX � I TRAVEL IN EACH DIRECT ION DURING CONSTRUCT ION OF ET IWANDA I I 10 f 1 10 if XST I f H 11 Nf3L AVENUE STREET AND STORM DRAIN IMPROVEMENTS. f'"Of Il If /'II 1 ` N! F'VMI � PVMT CONST j GRAly ' 1.25" (0. 10') MIN AC 4. FOR REMOVAL OF ADDITIONAL EXISTING PAVING AT ET IWANDA Op PV&47 C()NST AT EAST EDGE ! AVENUE, SEE PLAN VIEWS ON DRAWINGS 4 AND 5. 4" 7 HICK I CONIC ------ -------- _ --------------------- SIDEWALK - --- -I DE W AL K ��-� ASPHALTIC CONCRETE -- �- PVMT OVERLAY ,---------------------- ST O A2--8 OVERLAYMENT PAVING CURB 8 GUTTER FABRIC OVER EXST PVMT PER STD DWG 104 (SEE NOTE 1) 5" MIN AC OVER 4" CLASS 11 AGGREGATE BASE 33.00' TO ct -- ET IWANDA AVENUE NEW 66" RCP STORM DRAIN TYPICAL SECT ION N75 � �yBs/ F DESCRIPTION OF REVISION DATE CITY APPROVED ooN soRoG yc - �, CITY OF RANCHO CUCAMONGA - - ETIWANDA AVENUE civ TYPICAL TYPICAL SECT IONS oMs/ C . U . P . 90 - 16 N APPROVED BY- DATE' qt N SO/?,,) �'yc� COUNTY OF SAN BERNARDINO CITY ENGINEER R.C.E. N0. 24953- Q \ ` `. ACCEPTED BY: DESIGN RECOMMENDED C. TORKKO DRAWN SHEET - DATE: L. WILCOX Elm'if11-fe 9 of 13 CHECKED DRAWING NO. 1-A-4 J. NEWTON DATE JUNE, 1995 R.C.E. NO.FILE 7'48DOGc.DGN 31-MAY- '995 15;21:03 SHEET OF ��