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HomeMy WebLinkAbout5871REF -ST-940-3CONSTRUCTION NOTES O INSTALL 5" AC OVER 6" CLASS II BASE (13,390 5F) PER CITY OF RIALTO STD. S- 100 COLD PLANE * OVERLAY (O. 17' MIN.) PER DETAIL, SHEET 2 t �-_ = i U �wI I I 1 _ I_ I + mN I O i 1 I O3 SAWCUT EXISTING PAVEMENT - _ IFA 3 L i -}- N ¢ , ~ I I ® REMOVE AC PAVEMENT 3' L i -� I - I ( # EXISTING T P OF i INSTALL 51DEWALK (PROPERTY LINE) PER CITY OF RIALTO STD. 5C-204 I ( - +1I Ti I+ I I 1 1 Q INSTALL DRIVEWAY APPROACH (COMMERCIAL) PER CITY OF RIALTO STD. 5C-213 --- I-- I - ! O7 INSTALL 8" CURB AND GUTTER PER CITY OF RIALTO 5TD. 5C-200 INSTALL 8" AC BERM PER 5PPWC 5TD. 1 20-2, DETAIL D 1-8(200) LO LI E- .25% l i I 10. 5%I F- -- 4 , - - O9 INSTALL MODIFIED DRIVEWAY APPROACH WITH CURB RETURNS PER CITY OF RIALTO 5TD. 5C-214 (W=A5 SHOWN) N p I ! i ( tL iQ/ j ! oN i pF i I ( U i -t ! + o I ILL� i + i PR P T P + . I �- { O m I O� O t= -� I _ o I® EXISTING POWER POLE WITH STREET LIGHT TO BE REMOVED BY OTHERS !A 1 (\ — �t I _ 1 O C9 I { "I i I - ' { - I O _ m �- I N t� I I I INSTALL PARKWAY DRAIN PER 5PPWC STD. 15 1-2, TYPE 1 (5=24") ! F IN I I _ GU E 3 LT I I- OF 8" Uf B i+ m FL I m f I O 1 @13G LT, I ' I N U I ; I I I i I G TTE 3 'LT--j j W I© REMOVE EXISTING GATE i i i i I C REMOVEEXISTING CHAIN LINK FENCE OU + REMOVE• EXISTING MAILBOX +n EDAN CU B LT + � �w O 3 1 - - - IQ REMOVE WROUGHT IRON FENCE �`�t 1 I i i I { �`t i �m j �� m N ��- �- r to- o ! {0.8% 1 I I 1 I I I_ o p o p �- I ��-- I 1,415 " I® REMOVE EXISTING GAS METER CAP EXISTING PIPE - �t _ W U ! - - I _ { I j - 0• 8% - .32% REMOVE EXISTING BOLLARD to EXJ5TI; G FINI HED i i _ - - `- INSTALL G" MEDIAN CURB PER CITY OF RIALTO STD. 5C-202 TYPE I O EXI TING F NI HE I j { - I I - - -` I IQ INSTALL 4" CONDUIT FOR FUTURE CITY USE —-- --'0- --a r, O; I ADJUST SEWER MANHOLE TO GRADE+ EXI TI G INSED I N u 7' LT I PAVING LEGEND -; -t- -- +CID - -- --- I PROPOSED PCC PAVING N� + I ! 1 I I I I i i j I i I PROP05ED AC PAVING w ,1�1� -�-- - --�- —— �--I— w 0. 0% I-l-i - - - _i -� -i 60. 4%) - - 1 (O.'F2 I i O i w - - i - I ---- - REMOVAL I -- LIFTAdE � kOWN�., � � � - � - UI�FA E C OWN f tolr� PROPOSED AC GRIND OVERLAY - I I, .- 1 I ; OI �— I I I ► v - N o PROFILE 20' -- _ I d + VERT. 1" - 2' -] EXISTING PCC PAVING I O� I P O OS D OP OFG" pU ; a, ; I O ' _ ( { OE- 1 -�i- OU ONE I I+ I + ( o o U F EDI N �- o, LEGEND -�� - - [t I ] j d I ' i+ N j O N ,n o AC ASPHALT CONCRETE O G%I + i --�-+ 1-a- 1 15 BCR BEGINNING CURVE RETURN j- G% - i I I p p °- I I III d- - d_ C. I BF BERM FACE Ln -0. 80/0 -0. 14 i BX BOTTOM OF DRIVEWAY APPROACH - - - - 0. 1 O o _ 1 CF CURB FACE 1 uh j I EX15TI G NI HE F(N 5H D 1 O - - - - I RT _ ' _ - _ I 1 I I ECR END CURVE RETURN m I I — — 'p- I 1 Iv -- - -O I - O j FG FINISHED GRADE —J FH EXISTING FIRE HYDRANT 7+00 m N 7+50 8+00 8+50 9+00 9+50 N 1 1 10+00 EXISTING FINISHED 10+50 1 1 +00 FL FLOWLINE m mw �}-z o U > _j SURFACE @ 7 KT F5 FINISHED SURFACE Qo m mF-z oF--z � Nv-i-zu- Z Mtn 0— NLQ d LQ ln�zQ NO N U f� w cp m N CC ORTLAND CEMENT CONCRETE + w + p V O O E- O + �. _ N _ _ PP EXISTING POWER POLE U w 0 O � � Q� 9 N m � z w � u RW RIGHT-OF-WAY Q O 9 EXISTING WATER METER OQ d in (n � w G N N z SGN EXISTING STREET SIGN N d- p >- TO BE REMOVED PER (j z "' °" p N w > c�i -' + x U w �i 5TL EXISTING STREET LIGHT p Q 0 (n EXISTING WATER METER o 0 PROPOSED R/W N Q o_ SEPARATE PLAN Q t'- w � w n/ N � _ �(p - m �' +� SMH EXISTING SEWER MANHOLE N O LU TO BE REMOVED PER APN 0240- 18 I -33 O � �� o + w m o ^ STA STATION + 6z �� (�`� + >L EXISTING R/W �� SEPARATE PLAN �� w �oj /\Q � ^ v + (V Q w z U U o �� O o O �p �� O Off` EXISTING R/W �9� O w TC TOP OF CURB Q U,A3�Q �. �. �• �, c>_ r U' +L p cm U m n/ L U WC EXISTING WATER CAP 1 5 (n 1 6, z m X.XX PROPOSED ELEVATION Tj_( - X 5 0. 1 T 2' ` I _ _ w _ m ° �O PROPOSED RETAINING ✓'~ �i U m O O (X.XX} EXISTING ELEVATION Gl 4 F 89°4 1'-340:24' ° a o ° APN 0240- 18 I -23 (1414}+ z ��� 00� WALL PER PPECI5E ciiiiQO I ° a Q a ° a r x _U O-U w/- 7 T GRADING PLAN a :. <. a33 ° 1 I l 1 x x 14,. 7.8�`' 1 - - ' ° � - — .. a? -_p. ei- �-;�__ H2' W I CURVE DATA c� G - _ _ ____ ____ w_�� o � o_ ooG l o�`'�� , �-lu t tt ���' I ��� B 1 7 .:Z�G I OG 7 �� 7 ,:. i/3S 2 SEE DETAIL'S' w �- PROPOSED RAISED QA 0_ 90 0000 b• F� ,EXISTfNG,POWER POLE Q� v: 30 �' _ / I p�, 3: 2 Co _ .____ 8 1 - SH ET 3- w Q p APN 0240- 8 I -32 `Z R_ 14.00 �3 [� �3' 3 P OTECT IN PLACE �? PROP05ED 5EWERTATERAL 2g 50'_.. . 2� EXISTING R/W "Fc 3 -.- - (I4i3> �---� MEDIAN PER PPD L- 2 I .99 1 �3 _ �, m s �- _ _.__. �f<} •: t : , ,1 -24" ATER O. 2018-0075 _.._._ __. _,_.. - 24 A1P,ER SEPARATE PLAN.-.. - -_ +PROPOSED SEWER MAIN W ____. ___. I' OPPOSED _ __-- _._.. __ \� O ��C� PER SEPARATE PLAN 3 .0 ;� (I G.53_ �' �` v 2 j � 11 �S APN 0240- 18 I -23 B A= 55°4G' I G" �-, O W _l~ R LAhE h. _. i g "� �� �°� 4 W- u- U 2 R= 32.00' STA 6+60.03 EC I E SEPARA� D�'-�1, I �. T �' I ,7 O L= 3 I . 15' 1 5.01 TC, 14.5 1 F5 4 �' 'LAN D�' i \�. _ _ 2" Ew �•- 2' w 4 \ 2° EwER . ':.. ...:.. ...... 12° we d' o T= I G.93' C ( / 33 �� EXISTING CHAIN LINK FENCE C 0= 90°00'00" STA G+53.03 MC IT OF 1 S i Y OF RIALTQ �j33 , Q h, 3`3TF PROTE= iN_aACE O R= 7.00' 1 5.07TC, (I 4.57F5) W IT( OF TA E I I GA I } - _ I N89°46' N I N g>� - 0 L= 1 1.00W ^� _ S Q PROVIDE LETTER OF PERMISSION t �3 T- 7.00 .... . • ^ I FOR OFF5ITE GRADING � T t 4 .wATE� , wAT 1.4 WATE - ......• IMPROVEMENTS DATED: __. .. __ t , - �:� AT 14 1�1ATER .. I tNATER , _ >� 4'✓A 14. WA ER 1... STA + C • � 4 WA FR -� 2 U �_.- '��_.._._Z-, .� � 2 ;• - . v. ,- `v C� 6 G0 03 B 3 2 v� - n ti h . P �? T l n __ _ v ;_ t7 _. _ _:: .: GA5 .. G c h . I EX1571 NG STACKED BLOCK 5 07 C, ( 4.57FS) ___---_ -. � GAS �>; Chi � � h (o . O 'Z I . �. GAS � c SAS q0 -. � - , , , � J 4 � X 6" I G" WATER— I G, WATE G" 1NAT R — ! G WATER �. JA ER I G AT Q /S p�' RETAINING WALL PROTECT ; 6" WATER -� N E` WATER G" S4ATE? -- -• -- b _ _ ......� _. O tr)\tu `,� - \ d D40 47' _�-- -- D-in _ �.3 I �LN P1�CE PROPOSED SEWER MAIN GO' �` z Q I _ cn � O <O z � Q���P 2• S EXTENSION PER SEPARATE PLAN - �- Q + 0 U_j O 0 to EXISTING BUS SIGN a - -- Q p w p PROTECT IN PLACE ^ O -- O 0 O 0 O iP3 8t O O 0 t- z w O O L :E ! f ♦ t. ..» .. .. ...., x . :.. i PROTECT IN PAGE APN 0241 -1 22-47 APN 024 I - 122-4G APN 024 I - 122-38 APN 024 I - 122-59 � -� •sz �' •��9 EXISTING R/W APN 0241-1 22-39� �T CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN N DETAIL'B' MONUMENTS FOR ESTABLISHING CENTERLINE: DRAWN BY: WAREHOUSE/DiSTRiBUTION FACILITY SCALE > ; 1 _5 I INTERSECTION OF BASELINE ROAD 4 PALMETTO AVENUE (WEST): PF STREET IMPROVEMENT PLAN AS SHOWN N r SCALE: I "=20' FOUND 54W, L5 541 1 , PER CR 308-01 2. DESIGNED BY: ELINE ROAD DATE: PF /� 8/7/ 19- INTERSECTION OF BASELINE ROAD * TAMARIND AVENUE: CHECKED BY: APPROV B . 0 20 40 GO FOUND 5*W, L5 541 1, PER CR 308-01 1. Q IJ,,... / DRAWING NO.: MT CITY NGINEER R.C.E. 51152 j� DATE 3 PREPARED UNDER THE SUPERVISION OF: CITY OF RIALTO •land planning UNDERGROUND SERVICE ALERT Q�oFtsSioN�< f • civil engineering o ) 0 yc� �o FZ �R C C. FLANAG N, JR. RICE 86046 EXP. SEP 30, 2020 -DATE •landscape architecture WAREHOUSE/DISTRIBUTION FACILITY O CALL:TOLL FREE PATRiCK C. c, RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: phone909.748.7777 IAGAN, JR. Z_ - / m fax 909.748.7776 STREET IMPROVEMENT PLAN �' �/ q f ey thatc er engineering 8 associates, Inc. OF 3 SHEETS 1-800 No. 46 rn — Y / / BASELINE ROAD � i'�- - ��--•�•--� 1461 ford street, suite 105, redlands, ca 92373 227-2600 gyp. CARLETON W. LOCKWOOD, JR., RCE 45935 DATE STA 6+50.00 —STA 10+74.26 MARK REVISIONS APPR. DATE" TAT Clvil �� APPROVED BY BENCH MARK: ELEVATION=1,418.045' USGS & GS DATUM OF 192 TWO WORKING DAYS BEFORE YOU DIG of cA��Fo DESCRIPTION: CITY OF RIALTO BENCHMARK NO. 053-88: FOR: DESIGNED BY: PF DRAWN BY: PF CHECKED BY: MT 10 1AA11 9 BRASS DISK SET IN THE TOP OF CURB, 18' EAST OF THE CENTERLINE OF ALDER CDRE HOLDINGS 11 LLC PPD No. 2018-0021 PLAN No. Jc�" ��fl HECTOR GONZALES, JR., PRINCIPAL CIVIL ENGINEER, RCE 79797 DATE AVENUE, 500'± NORTH OF THE CENTERLINE OF BASELINE. I G2005Rab 8/7/