Loading...
HomeMy WebLinkAbout3348-6i RamoV a Amo meLocAmrs Eut5 rk; Q516K AMD 9-ELA'(6D F-"CMCAL 5%f5•fE►A PrR LOCA TLONS SkNOWK tK ori--51-'fie-�v��P�-�uew���cf-P�,l►*1 MoT�t, 6 St�N 8 C' + S to N i sIl4>,! i I I I@ Tof . I i A ez::rlltl� T>e'Tx4L-- CVWM - (0) v 5E; : 1'' - 2' S=2.2% .r �, t� L. Tis, ,•p,r� SECTION SCALE: 1"=2' 1 `41 17 PROTECT EXISTING CURB IN PLACE CONSTRUCTION NOTES: O CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER STANDARD DETAIL 102-C. @CONSTRUCT 18" SIDEWALK BARRIER WALL PER APWA STANDARD DETAIL 622-1. O9 CONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1001. 11 CONSTRUCT 0.33' OF ASPHALT PAVEMENT OVER 0.5' OF CLASS 2 AGGREGATE BASE. 12 SAWCUT EXISTING PAVEMENT. 20 CONSTRUCT 6" CURB PER CITY OF FONTANA STANDARD DETAIL NO. 1003. 21 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STANDARD DETAIL NO. 1003. 22 CONSTRUCT SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1001. Q I car i'u=' T sTa Y pevz - _ Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT ,cFORC ro CODE REQUIRES A DIG ALERT IDENTIFICATION TD Ga NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION TKE JOB #: 101-03 DATE ENGR. CITY DATE NOTE: MOVE EXISTING SIGNS TO LOCATIONS SHOWN BELOW. RECONSTRUCT ELECTRICAL TO CONNECT TO NEW SIGN LOCATIONS. SIGN FOOTINGS ARE TO BE OF EQUAL SIZE OR GREATER. '8.77- I 6 04 -AfMOYA-RND-1ZEl:A"CA'CE- 4i-1�15'f1�lC � ._. m � 5161-L At -40 lIZOURC6D 6L -F- 4C, ---- 5 f@M F'eR Lcc.A-Ctc*45 5K0II0R �G to Z iN�*i = Si�fE^�duP Roy E►a�rt Aro _ F �- L 10 j 5.0° �, d 2' O° 2 2' A 5 �G �, gyp• 111 :tet ', 0 .� � �� V• 6,14 G 'S �� NOTE: �lb'b 6 rC �1• GRADE AREA AS REQUIRED TO09/ 00 h�`bMATCH PROPOSED IMPROVEMENTS. s o M TC ��� GF 13 5 0 0 21 1,116.g7 - U I 1116.64 FS �G N I� M ' Q zi 2 `1 � 111 � 3 20 °° O o ' 6 c, ° Tc ,�� Q tom 4.6% 10 77, h S 1Ilk 1• , 0 TC 2 i -� I 5 °� F 2.0% r '�' O c614 O GF 21 I .a O�O TO .y�G 2' 11 O S� Fl fy N v �%� 12 .�� 12 ,�►� G� �j TC 1,18' ``�' 5 p .�'�� •ate 5.9' ` ry A. G ►� O 'li u • 3 �`S NOTE: O GRADE AREA AS REQUIRED TO SNA G� MATCH PROPOSED IMPROVEMENTS. m I Ff s_F`.Os ell, ILI � ����G�F. { I � I �� y iii • �� C�A,c_..�.., t7 P = DETAIL 1 � ,^�<77/- '. ►,1 5' to 0 5 zAll PR. R/W 5 DRIVEWAY 0 SIDEWALK 12 t 1.5' 3.0' 4.0' 33.0'± s i VA RdLC S=2.090 58.3%9.37 \�\ \ \\ r PR. R/W SIDEWALK 7.0' 2.0'oe - f S=2.0% 0.33'-1.0' <e SECTION SCALE: 1"=2' ESS/ _ TKE ENGINEERING, INC. P T 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 g (909) 680-0440 Exp.s 30-05. EKING FAX (909) 680-0490 Ci v i� �� `--" -j6t::- 14/3ao3 °F' CALF MICHAEL PATRICK THORNTON R.C.E. No. 44226 EXPIRES: 6-30-05 •'r � •.r SECTION STREET IMPROVEMENTS SIERRA AVENUE FROM 1-10 FlY. TO VALLEY BLVD. t SCALE: 1"=2' S=3.2%-8.2% `'ARIES S=2.0%\\\� \ \ \ \ LINE/CURVE TABLE: SHOULD CONSTRUCTION of THE REQUIRED COMMENCE WITHIN RTWOMENTS YEA SNOT OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOPNSITE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.•�.D DELTA/BEARING RADIUS LENGTH TANGENT 1 12'2334" 150.00' 32.44' 16.29' 2 77'09'37" 9.00' 12.12' 7.18' 3 93'57'11" 2.00' 3.28' 2.14' 4 N89'56'43"W -- 0.40' -- 5 N89'12'23"W -- 42.25' -- 6 77'09'37" 9.00' 12.12' 7.18' 7 77'09'37" 9.00' 12.12' 7.18' 8 77'09'37" 9.00' 12.12' 7.18' 9 N8944'10"W -- 16.40' -- 10 90'01'26" 3.00' 4.71' 3.00' 11 N00'19'28"E -- 15.30' -- 12 N89'40'32"W -- 13.64' -- 13 N89'44'13"W -- 22.45' -- 14 8958'34" 3.00' 4.71' 3.00' 15 N0017'08"E -- 15.67' -- SHOULD CONSTRUCTION of THE REQUIRED COMMENCE WITHIN RTWOMENTS YEA SNOT OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOPNSITE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.•�.D CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAW BY: TMR SIERRA AVENUE OTEL 6 AN C 'S PROPERTIES /JRIAWAY DETAILS scAL AS SHOWN DESIGNED BY DATE: MAY 2003 CHECKED BY: 'T APPR D BY: DATE: DRAWING NO.: 3348 6 12 TTY ENGINEER R.C.E. No. 5116'2