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HomeMy WebLinkAbout4898-2PROFILE SCALE VERT: 1 i n = 2 ft HORZ: 1 in = 20 ft 10+00 CURVE DATA CURVE DATA R= 35.00' R=65.00' L=55.28' L=22.92' T= 35.30' T=11.58' 0 •= 90°29'36" A =20° 72'19 0 CURVE DATA R= 72.00' L=18.35' T=11.51' 0 =87°36'43" SDMH f, SDMH 11+00 5'. SPEED= 50 MPH CITRUS AVENUE 1j+UU S=425" SPEED= 50 MPH 14+UU 11+00 NOO° 11 '47"E S 12+00- 13+00 14+00 P 72S 2 � SAW CUT LINE v-� -'It , � 1-� �t•r� i-�-WON) X P� c� ►� h o, d. , �i CON-- �t ,,� o v a� `i� rn N O I ti Z m !� mc�1 9.669' oo noo � LO GUTTER LIP LINE h cflto N coo + o '1�` �1� V ^� �-- v co a� -}- EDGE OF PAVING V + L6� �N cau� 4 + c° + co cd '� �� Xb��1 Ox LIGHT 61b' �. �^ �� W �� r �j N corn N N corn ^ "J `"--- L I 6 ^ ^ � t- B-GU7TER LINE 2-~---- _ IGHT I EX. C G 4L?CbR .. _ - - -- E1 CURB�GUTTER Ex Ce 2..... 2 Ex D w - --I ,? 1 g act .... .. 3 °CABLE 80k B NEC a �,._ ___ _` a 1 �� ... '. . '. �� 6, �2 (TO REMAIN) - - -- - - -� O� ��GH�' f --- 1 a e d4 4. eGF.......... �+� LINE __--- "-+ , d d . 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SPEED= 50 MPH CITRUS AVENUE 1j+UU S=425" SPEED= 50 MPH 14+UU 11+00 NOO° 11 '47"E S 12+00- 13+00 14+00 P 72S 2 � SAW CUT LINE v-� -'It , � 1-� �t•r� i-�-WON) X P� c� ►� h o, d. , �i CON-- �t ,,� o v a� `i� rn N O I ti Z m !� mc�1 9.669' oo noo � LO GUTTER LIP LINE h cflto N coo + o '1�` �1� V ^� �-- v co a� -}- EDGE OF PAVING V + L6� �N cau� 4 + c° + co cd '� �� Xb��1 Ox LIGHT 61b' �. �^ �� W �� r �j N corn N N corn ^ "J `"--- L I 6 ^ ^ � t- B-GU7TER LINE 2-~---- _ IGHT I EX. C G 4L?CbR .. _ - - -- E1 CURB�GUTTER Ex Ce 2..... 2 Ex D w - --I ,? 1 g act .... .. 3 °CABLE 80k B NEC a �,._ ___ _` a 1 �� ... '. . '. �� 6, �2 (TO REMAIN) - - -- - - -� O� ��GH�' f --- 1 a e d4 4. eGF.......... �+� LINE __--- "-+ , d d . " J �4d. * ' Q td • g - Q 4 c d _ . ' e r 4 , a. 4 � 8U.7 ate_ 1 V� ° ' ; � ,d :. �J. �_ .•e •Q •• • . •4 a Q Q _ , a •• a _ l J J •,4 . (Z 0 4 NEW R/W LIN a ---- �N- � 8 � FH PANEL ,!� � 21 � � OF SIGHT 2 o s� Z EX R/W 0 �CONSTRUCTION NOTES• 0 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN W a 4 Q I o ko J � „ Q�j 10+67.61 01 O CONSTRUCT 8 P.C.C. CURB AND GUTTER PER CITY STD. NO. 7 D00 z d ro o W , Q n 4 BCR I p 1 3O CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 zv o IN 410 (62.35)TC I .p' • 5g 20 ® CONSTRUCT FULL DEPTH A. C. MATCH -UP PAVING �o N {^ �' ��IQ (69' 43)F1 I II 4 6A;�yJ 5 SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING APN= 0191-041-16 °O 70+83.15 I v 6� a0 (SUBJECT TO CHANGE CONSTRUCT 9.5 WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006PER LLA 07-001) QPN; 0191-041-17 APN: 0191-041-18 i II I 7 7 CONSTRUCT CURBSIDE OUTLET DRAIN PER MODIFIED SPPWC STANDARDS 151-2, W=2 4�a (SUBJECT TO CHANGE T T ATCH BASIN Ii I J BAR SPACING 12' 7" CONNECT 0 EX/S IG C 36' I 24" 7" 8 RELOCATE EXISTING ELECTRICAL PULLBOX 50' 7/" 42" 9 REMOVE AND DISPOSE EXISTING DRIVEWAY APPROACH I r 54" 6-1 0 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 1000 TO FILL-IN REMOVED DRIVEWAY APPROACH 10 g ° D 1 7 REMOVE AND DISPOSE EXISTING PCC SIDEWALK p. 2 RELOCATE EXISTING STREET SIGN I I I 4 REMOVE AND DISPOSE EXISTING ACCESS RAMP CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD. NO, 1003, WITH TRUNCATED DOME o PROTECT IN PLACE EXISTING POWER POLE/REMOVE EXIST. STREET LIGHT II I 6' 6„ 6 PROTECT IN PLACE EXISTING TRAFFIC CONTROL PANEL BOX 171e iI a I PROTECT IN PLACE EXISTING TELEPHONE CONTROL PANEL BOX AND PULL BOX I 7 1 +39 I a 8 PROTECT IN PLACE EXISTING FIRE HYDRANT 2 I iI 9 CONSTRUCT MODIFIED BUS BAY PER - CITY STD. NO. 1005 CONNECT TO EXISTING CATCH BASIN PER MODIFIED BASiN CONNECTION PER CITY STD. NO. 3005 I I �)o 21 CONSTRUCT BUS SHELTER PER OMNI -TRANS REQUIREMENTS (SEPARATE PLAN SUBMITTAL AND PERMIT) 119 I 22 REMOVE AND DISPOSE EXISTING CURB/ GUTTER TRANSITION 10 11� 4 1 2 INSTALL STREET LIGHT PER STREET LIGHT PLAN 1 �t,, i � Q5 ili I e� St26.42 J NE ERN PER LLA 07--001) 24" z 'a SEE NOTE 8 V QQ• (p 4q. 4 SECTION INLET_ TYPE 2 10" BAR 5/8" I 90 B 14 DETAIL OF ANCHOR CURB FACE 0 POINT M POINT N INLET INLET RECTANGULAR FRAME AND TYPE 2 1 TYP E 1 COVER PER SPPWC 152 — A HINGE COVER AT TOP OF FRAME PIPE PER LANS P 24" I ANCHOR L 10' s TC GRADE LINE AS S/2 SHOWN ON PROFILE TOP OF CURB FL -POINT M POINT N PROFILE S, INCHES J BAR SPACING 12' 7" 18' 7" 24" 7" 30" r 36" 7/" 42" 6" 48" 5" 54" 6-1 60" 5" 66" 4' 72"1 3-1 FOR S = 30' AND LESS, USE 2 ANCHORS. OTHERWISE, USE 3 ANCHORS. m FOR S = 48' AND LESS, 1/2» B=3' USE 2-1/2'x2"x3+8' a GALVANIZED STEEL ANGLE. PLAN SEE - NOTE B SECTION INLET TYPE 1 CURB FACE r- FL -POINT P POINT Q--10 10' �- TOP OF CURB MIN �— POiNT P POiNT Q --/ GALVANIZED STEEL SIDEWALK ANGLE FINISH .y y . TiER 3:12 -SEE NOTE 8 I� _ -1 A _ 'I A _ A _ ., OTHERWISE, B = ' 4" USE 3-1/2'"x1 /2" TTER A To SECTION A - A x3 GALVANIZED STEEL ANGLE. EXISTING , ti 2 S 60. 0pG n J BARS ARE #3P J BARS `a NOTES SECTION 13-13 1.. FLOOR OF BOX SHALL BE TROWELED SMOOTH. 2. IF THE TOE OF SLOPE iS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W .LINE. 3. FOR OPEN DITCH (TYPE 2), THE 24" EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK iS 24" OR MORE FROM THE R/W LiNE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" AT POINT N AND P. 7. THE 3" LEG OF THE 5/8" DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. SPPWC STD. 151-2 8. SLOPE = 2.0%.