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HomeMy WebLinkAbout3065-5Cha_qs- ucm,H 6`0TES U CONSTRUCT 7 3/4' (MIN.) AC PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28). ® CONSTRUCT VARIABLE THICKNESS AC PAVEMENT OVERLAY 0.125 FT. (MIN.). ® CONSTRUCT o" CF CURB S., GUTTER PER CITY STD. DWG. NO. 1003. ® CONSTRUCT 8" CF CURB ONLY PER CITY STD. DWG. NO. 1003. ® CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006. © RELOCATE OR REMOVE POWER POLE ex OR GUY WIRE BY S.C.E. 7Q INSTALL STREET LIGHTS 22,000 LUMEN H.P.S.V. BY S.C.E. DD O ADJUST VALVE BOX COVER TO GRADE. PROTECT IN PLACE. C REMOVE CHAIN LINK FENCE, POST, GATE, BOLLARD, ETC. O TC WEST Oo0 0 MEDIAN m ® CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1; CASE A; H=4 - N J M J(0 0 �' TC WEST 0 0) o m ® GRIND PAVEMENT AS REQUIRED (SEE NOTE * TYPICAL SECTION SHEET 1). zg 0 o' MEDIAN o 0 ® SAWCUT ex REMOVE EXISTING AC PAVEMENT. 0 0 r_- 0 CN + o a) ® REMOVE EXISTING CONCRETE CURB, GUTTER, ETC. �� 0 � C (a RELOCATE FIRE HYDRANT, WATER METER & ANTISYPHON DEVICE PER WEST SAN2.a2% m 00 '�� i TC EAST 00 o o+°° BERNARDINO WATER CO. & S.B. CO. FIRE DEPT. ®:� Mrn O 0 r_ MEDIAN - Om I® RELOCATE AS NOTED. 00 -- ®�, o m Z 6�®/° ® ADJUST MANHOLE COVER TO GRADE o U-) �` 1 �� + +'` uM U 't m w - N J M J(0 0 �' TC WEST 00-� LO 0) +� LO 1636 6A zg 0 o' 1634 5. 04%(o 1634 W ®m IDENTICAL POINT TC WEST— MEDIAN Om 00 O r7 o� (DLn (0in o PT'N 100' V. C. _ P1=63.48 co (n U ow > m z +uio� 0 N 0 0 `` O� CON o L L=54.95' LO V) m O L.L. CO m 0) Oc 0 0 It 000) La Ln +0 +o +� U 1- � �0- 0 2.0 ° �� �w �� �� m m� Zm aor� 1 "70 0 Ln `� .n c� d FS CROWN - o w U O LINE N N Ln O� N� Mw g r� c0 CL. F.S. PER �; N 0 .. 0 + CD °� 1668 SUMMIT AVE. N '` Lf) w - � �'� 1-0 DWG. NO. 302'7 O '� � c° m'n -i -' 0 J�• TC EAST o Pn 2 aa/ '� C° Lu 1666 MEDIAN � 5A% N o o- + PROP. EP o m 2 TC WEST r ' CURB RET'N + c� WEST d fn tM (0 00)/�/U �w0 E\� + 0) w Ute' �, m IDENTICAL r- 0E-N"t -- POINT WN �o� z�o� . • 8:'70._" TC WEST + w + _ _U 2 66% 9�% o MEDIAN FIN SURF. o 0 0 o � CL. 1668 U +'m L=5.54 0-4 LO 3 o00 00 rom J� o� O� ° rorq°/ �W Oc 18616 O m 0 + "' ! LTC EAST W 00 � 0 w o N U +co 0 � EXIST. SURFACE PROP TC EXIST. SURFACE 00 TC EAST o/ C CL. EAST w �` o CURB 25 ,- N �r- O c� o� MEDIAN ,�� 0`- ,�__ �m +0 (0 Lo 2 IDENTICAL Lu 00 NO �� +to MO co CO l�l1 �OM Lo LO 1632 U 't m w - N J M J(0 0 �' TC WEST +'' — 0 LO C9M 0 o' MEDIAN 't C° `t , - , o� Om 00 L 16"78 0 CN + o- �� 0- o 00( m 00 '�� i 00 o o+°° ®:� Mrn TC EAST - Om x 1636 0 co o m ®�, CURB Z 6�®/° - ' � Q EXIST. SURFACE 0 am) 00 +'` ��� o� C CL. 0 cd + 0"`� (0� 64% -' ens cq O- 0) M 12 OCA—' + EXIST. SURFACE --' oo (0@ R.O.W. - _ _ 2°82% 00 o f J 0 IDENTICAL POINT TC WEST— MEDIAN Om 00 O r7 o� (DLn (0in o PT'N 100' V. C. _ P1=63.48 co (n U ow > m z +uio� 0 N 0 0 `` O� CON o L L=54.95' LO V) m O L.L. CO m 0) Oc 0 0 It 000) La Ln +0 +o +� U 1- � �0- 0 2.0 ° �� �w �� �� m m� Zm aor� 1 "70 0 Ln `� .n c� d FS CROWN - o w U O LINE N N Ln O� N� Mw g r� c0 CL. F.S. PER �; N 0 .. 0 + CD °� 1668 SUMMIT AVE. N '` Lf) w - � �'� 1-0 DWG. NO. 302'7 O '� � c° m'n -i -' 0 J�• TC EAST o Pn 2 aa/ '� C° Lu 1666 MEDIAN � 5A% N o o- + PROP. EP o m 2 TC WEST r ' CURB RET'N + c� WEST d fn tM (0 00)/�/U �w0 E\� + 0) w Ute' �, m IDENTICAL r- 0E-N"t -- POINT WN �o� z�o� . • 8:'70._" TC WEST + w + _ _U 2 66% 9�% o MEDIAN FIN SURF. o 0 0 o � CL. 1668 U +'m L=5.54 0-4 LO 3 o00 00 rom J� o� O� ° rorq°/ �W Oc 18616 O m 0 + "' ! LTC EAST W 00 � 0 w o N U +co 0 � EXIST. SURFACE PROP TC EXIST. SURFACE 00 TC EAST o/ C CL. EAST w �` o CURB 25 ,- N �r- O c� o� MEDIAN ,�� 0`- ,�__ �m +0 (0 Lo 2 IDENTICAL Lu 00 NO �� +to MO co CO l�l1 �OM Lo LO 1632 U 't m w - N J M J(0 0 �' .000 POINT L=78.58' g ' J -- o r C9M 0 EXIST. SURFACE -- U _ c0 o N + @ R.o.w. c0 L 16"78 0 CN + 0 to o + m 00 '�� i 00 o +'t .� TC EAST t x 1636 O + o N 4- ® O Oo00 CURB - __ ° 1109SP 62 63 64 65 66 + O m 0) L!') LO EXIST. SURFACE IDENTICAL " TC EAST �' POINT 001 MEDIAN L=39.12' L=43.08' L=39.12' R.O.W. ++ N Oc TANGENT OC OC)(DLo 1% 2.6 6% PROFILE HORIZ 10® 40' VERT V= 4" PLAN I'= 40' Om 00 00 O 0 � r 63 77 / SCALE 1" - 40' N - U 't m w - N J M J(0 0 �' .000 POINT L=78.58' g ' OC o r •- 0 EXIST. SURFACE -- U _ c0 o N + @ R.o.w. c0 L 16"78 0 CN + NCO W to + m 53% U L=78.50' �'� O 61668 Z• CD w OC � N J m c9 TC EAST 61% t t° m O N M/ to CURB + _ ��_ - - - �N 1666 000 % o + o n ����i LQL o&% TC EAST CD o O rn W\3 it a it 4 CURB RET'N O M (0 in�� L=40.03' L=40.25'L=40.03' 7, Hr_Pf�0,- _ OC TANGENT OC - - 69 70 71 72 73 74 �(DM pd~'� NPn K) n'tr-- c0c0 0�N + (00000 OO ��00 crO�� W SUMMrr AVENUE 11� 0 �T6OF10 0- r DRWQ 1102082Li � � 0 w 0)o me oe -- -- 17' �- II I z °' 00 J W I \ oz 0 10 20 30 40 60 80 120 67+12.69 CL. C.B. ~ `` U 55' = w J 46 U O 0 1 0 ,� z -- -- -- -- -- , W=21 V=6.5 , o U ? w ���3 seI—_ z o o z 4 36 0 U <c co0 I-- c� o LOCAL DEPRESSION DETAIL o\zQ ^ J c -O Q U U � o � � I � � o/I ~ QL I 0 \ o a- o / / I U � 0 U ��� �g1 IV U oma- -w. a- L1_ Lj O U 0 m a�3 �1 I c w U. o wc0 z a v :2 LJ W Q\ �\ TR. N0. 15683 W - �,\ ��oF �� I� _- o ; � _ \ 1 ��� I I TR. 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R/W �`� "! off`' 5 Ld 00 f bi \ N \\, ti ,. . \ _ ' . i C .. \ • ♦ ._ \ i \ . ] ., l - _ f '- .. f .� ' . f . ,' r . ..1 (' • ( r l ♦ e _ 'J rO� N _ - -- oo' -- -- -- -- o� - -- -- -- -- -- -- -- -- -- - -- -- - -- -- -- -- -- -- - - T s3� 5 PROP. R/W m L o- - O Cr w + o o w + w z J m .: w ` ROP. R W� I 00 / x w �r oW '' �c~n �J 27 3 ��- m- <(0 O m + v I U v_ v r / o� !- 7� o w z� o - v COcn U c0 w o o rn� wrn �f m mrn w n -� 1O z \ Q W J '.. W QQ w �J 2Q� OL r7J w H wW m� 7 v 0 0 w o cn 0 z v o c0 cn m Q Q co U IW— aQ 7 J I(ZM O Q Q mO N a NN y ;PROP. + \ 6\ \ �S cn v O \ Q U>J u. Ysc 4 In_ .� d O d CO O 7 __ 1 - Pr: CO � '. � .� C. .0 � � (n � --\ S I �O � iC 9 � 00 I m w . U - Z ,, - - � Q �}- N Z _ Z .� I^�. c'- ULLJ ;'� CL U � i, .:_..r j tY s� _ V �' z J a', I r, W J (./) > w Lu C�.. - U 0 .. W Z > W Q ..:ice O 0 Q N 1) P� (`� q rn `n __ h 7 CO ^ ,. t- __.. 1j.. 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DETAIL or +o c0� C0 c0� r`�� ;o 00 �o 4 `�'_ ,; m _ II r�� `��,10 ml m w S cv rs W Z� Z w c ao ;r - w'o r, �, �� -41 I Q (� + - O I� .� O a p U COO ti°u c cyi �.. s I -� I m F;�I I w two CENTER ABOVE Q \ 0 il; t" W _ m w � + I�,: rz'o �-- �;L, ��>_ w : II II 0 � o I r� ;� '- m - - m LIMITS' OF }_, N I� C° ~ 120' TRANSITION '� °' ` �' �' ' m - - 6 0 j:� �j�� N m w1 �-- 1 I I C�4(�STI�UCT1 6' 10' w� , i E) A.P.N. 9L -�. sly, �0 cow 8 A.P.N. 239 21 1 -28 = ?�z� r I{_ (�;�._ X111_ �J oo r _ o N m O N ON EAST I I, ..T 1146, I 46, �I 4_I 239 1 61 -20 wJ ® © 6 © MEDIAN CURB 120' TRANSITION ® 0 © / I�' 3 I LL_® �0 AC PAVEMENT L.-- I REMOVAL BEARING LENGTH 7 N 1 1°39'46" W 43.08' 0 N 05°57'46" E 40.25' I& MEN BENCH MARK: # 615 BASIS OF BEARINGS: Mim Um PROPOSED 36" R.C.P. S.D. A EVENU RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89°30'06'E FUTURE CITY PROJECT 17' N/O CL ❑F CITRUS AVE, AND L❑S CEDR❑S ALONG THE NORTH LINE OF SEC. AVE„ IN POWER POLE NO, 9011E ❑N 30, T. 1 N„ R. 5 W„ S.B,M. PER R. S. ' THE EAST SIDE OF CITRUS AVE. 58/5, WAS USED AS THE BASIS OF /VG? /UO6 ELEVATION: 1467.59 BEARINGS FOR THIS PLAN, J:\661-1404\streets\o-o5.dwa. Plot. 05/20/2003 09:46:25 AM