Loading...
HomeMy WebLinkAbout2353-6< lk aw O D ILL Na (41w a cn Q Z O W U U v, 7 yi > w m o W w != cr > 06 a w w z w m m 3 Y 990 990 RT. W i CURB RETURNO � O Y t LENGTH = 54.72, w + - N N d5 > O --- ►--- - + p mQ a (D + Q M VZ d� EFUTURE t035/oQcr d wN�� N N Qclj lel WmQ) -j 0.95 °/ n; m d • • , , , EXISTING T.C. PROFILE cd .. U40.0 LT. m+0.35% tO.44 % p d3 Q+ o+ + T.C. PROFILE cr-0 40.L• ON O TC. PROFILE z M L + O O It + 0r` cern �;o po �~„� + 990 LT. co 40.0 LT. `t cl Z > `t > � > `n + x + `') v N � M m 0) 0) W M W� 0) . rn O + cr 14- N N cv N PROFILE GRADE AT IMPROVEMENT f- v m m O �? rf i rn ►� r4i (3 r<i 50 V.C. cn w u (o o Nm m4 rn 4 rn d rnw rn o �� m 0)+0.420 % • +0,185 /o Q CURB RETURN t 0.200 % -}- 0.567 % —' PROFILE LEGEND Z LENGTH=55.25 - O — EXISTING PROFILE J + -- M o +0.878 % -- .. -- - — !L _ 0 - TO BE BUILT t 0.326 %U - — _ m ao EXISTING PROFILE AT IMPROVEMENT CURB RETURN n o 0) — EXC. $ I v0 a LENGTH = 54.43' m 0 Q3 s .. a.M a (Ma. V R = 35.00 YDS. EMB. N ` a 00 LO ti a 3 CV Q + a. Q- aQ cnqt ATA LEGEND CURB RETURN . w F Z d. , 37 x END CONST 38 aulj LENGTH = 55.52 Z N u- 3 M STA 21+80 ==NCA � (9 R = 35.00' z N (CID D + H W I- O I Q� = >�(�0� m Cn N m _ p o w 0 � m Q) ti cli N ON (A.C.) v 3 �' z z tf) + M w 0 N O O (O CID r1 O cr cD �- Q + M o0 ��a: oiD3�(i ®- A.C. FEATHER -}- cD tiCO M M 0) Q M n z -ma) '- m IY DO (D % C� N N N tr CO qQ � N ZCV � OVN dN UqN � D i uj C) .94 •'' 0. aD O o� U w Z = 89034'25" m� CU <3 In d CJ) W m(3) m •' •''' .4. -W- -UNDERGROUND LINE +0.33% -086% __ L 54'72, = m- ,,•.•••••'' STA. 20 4.58 I I -' B.0 FO N TA N A WATER CO MPA N Y EXISTING EDGE OF T 34.74 '"ti Jaa a6 C\ "' a o o N O O r^ a PAVEMENT a +- M -t- � + (D c+D M 4--- w OWNED BY Q N : a M °' V E1). ),N � 0 SOUTHERN CALIFORNIA GAS FUTURE T.C. PROFILE m m V > c� N 0) c� >: N -T-- UNDERGROUND LINE OWNED BY o Q m 0) w rn THE PACIFIC BELL TELEPHONE COMPANY. R/W 50 D w 50' V.C. 1 II _ 40' C.U. EXC. $ I v0 a a I - QIto Q3 s .. a.M a (Ma. V ffi V YDS. EMB. N ` a 00 LO ti a 3 CV Q + a. Q- aQ cnqt ATA LEGEND O 36 w w F Z d. , 37 x END CONST 38 aulj 3v+a II N u- 3 M STA 21+80 ==NCA � (9 60 at N (CID D W W 0_ H W I- O I Q� = >�(�0� m Cn N z w 0 � m N - ASPHALT CONCRETE (A.C.) a 3 �' z z Z o J 6 a ( a a >w� 'J z W v~i a cr 3 3 N NII -, ��a: oiD3�(i ®- A.C. FEATHER CURB RETURN DATA CUT LINE STA. 2I+50 t- ^' C� N R = 35.00 a Z>- w PLACE A.C. DIKE to ` 3 aD O o� U w Z = 89034'25" W 3 0 END C. E.C. R. 2 .00 LT. t z_ -W- -UNDERGROUND LINE OWNED BY __ L 54'72, = m- o STA. 20 4.58 I I -' B.0 FO N TA N A WATER CO MPA N Y EXISTING EDGE OF T 34.74 J Jaa a6 C\ "' a o m H ST O r^ a PAVEMENT a a B.C. R. 4 0' LT. I. Q -G- - UNDERGROUND LINE OWNED BY Q 3 0 oa : a STA. 37+ UJI L) SOUTHERN CALIFORNIA GAS CO. Q LO -T-- UNDERGROUND LINE OWNED BY o Q SPRINKLERS PER THE PACIFIC BELL TELEPHONE COMPANY. R/W D w r m z O (A0) 40 loD -p0 wO L CD EXISTING EDGE OF PAVEMENT, 3 R/W PROPOSED EDGE WATER WELL TU BE OF PAVEMENT REMOVED BY OTHERS BANANA STA 20 ♦ 00 RETURN DATA R = 35.00' E. C. 32.00' LT L = 90053'07" „ STA 19+ 23.96 L = 55.52' T = 35.55' 39 C) c� RETURN DATA R - 35.00' Z� = 90026:20" L = 55.25' E.C. 40.00 1 1 T. T = 35.27' STA 38+ 21.26 3 ' J IH I0T`ti.Z70 **%. o LLI 3 cj z m w Z w cn w m D d 3 w 3 cn a 1- D rn a z I- _ J (n O W a 1= r O m - o Q Q w Ln F- Cn N W J Q~j F- 0 w m m Q z wa J> �w m > Zw a�Q �3 m w (DO(�Za (,.- (� ~ F Z u:3 w z I� m v>�W�M> Qo (� 5 Ld w Zwm� J O (n U) J Q: Q O Q W m zL4J Z Q V o W J (7 a- 02 u 3 a a a vz F-- 3 w3 ^�o��'wa(!)LiZWc=6 o 2�3cn t'" Jaz O a a a O O Q N O (D F x- n M d m r-• O a a -� a 0 -� a u U U a i0U 3 a: Ir cn�c�--a�._.c��-IL �n (n3 a U �(3()U(-) Cn CID +0.41 /o CIFUTURE T.C. PROFILE (n N 40.0' RT. Q- 0 rn w V.C. PRI- nnOFILEIII I HORIZ.= 1'1= 40' VERT.: i 11=4 w 40 41 -- z 42 43 w 44 0) 3 tD M 9 cn 3 m 3 � w CA N N W O (0 3 W (D CSD N x N m M m w cr a (D m w F- O M Q I- w (7 o a o a w o m o� x a z F- a z a -� ,,� m z O o � a o > a i s o z w a) , M a� o r+i a=j �r...3� a M aQ�Q N uw w (,: a 3 a N 0 a a: 3 3 (-+j (D m UJI 3 � djJ c J �ICO o alMo cl , I Q � a. 11 1 ai3 � I b BENCHMARK: SET CHISEL "o " TOP CURB 18' SOUTH OF NORTH END OF CURB 295' SOUTH OF SLOVER AVE. AND 20' EAST OF ALMOND AVE. ELEVATION : 994.41 990 990 RT. SHEET TOTAL EXG. EMB. 45 46 CONSTRUCTION NOTES W Yn I $ I v0 a a I - QIto Q3 s .. a.M a (Ma. V ffi V a13 N ` a 00 LO ti a 3 CV Q + a. Q- aQ cnqt ATA 3 O 0 w F w m d. , J O J aulj 3v+a II s 60 at Q♦ OD V N .0 3 7 a 3 v~i cr 't� v~i Quq OFF- 019 t- C� N (D Q 0 a Z>- w U to ` O aD O o� U w W O I- jY> Z W -3 LLJcr-1 Ill — W W m- Z W O M O YU W Z LL U a ZO J cr m 0 Z EXISTING EDGE OF Z J Jaa m a o m H _jW UJ U -- ci O r^ a PAVEMENT a (j _- O rn Z Q ( �� N cn in N uo (D (�I Q 3 0 oa cD F- a: Lr) (n (n UJI L) REMOVE GRASS AND SPRINKLERS PER SPEC. PROVISIONS PLAN, D w 1 II _ 40' m a 0- D D 3 w 3 3 n a a w 0 ►_- o cn U) a N a 0? > o o m O �a W I..- (' Q. °" J Q o I-- F- W z c f- } as Q >- Q Lj W z m w O J O Q >- J a_ V >a- Q J J a J Q �U w D 00 y — O n U = W �_ Qc7a `° - a moo? 6 Q � w w � Q W z 3_ w (-4J w 0 w 3 c~n N a L+J '. j� w m W Q W (- 3 N _� Q.� taj a- (n b BENCHMARK: SET CHISEL "o " TOP CURB 18' SOUTH OF NORTH END OF CURB 295' SOUTH OF SLOVER AVE. AND 20' EAST OF ALMOND AVE. ELEVATION : 994.41 990 990 RT. SHEET TOTAL EXG. EMB. 45 46 CONSTRUCTION NOTES W Yn I $ I v0 a a I - QIto Q3 s .. a.M a W V ffi V a13 N ` a 00 LO ti (nn `r CV Q + o N 0 V) cnqt 3 O 0 w F w m V O z 41S J aN a II a3 W UI0D a+ LO (nn `r a O 3 m � 0 w F w m �• o J O J U N U 3 cr 't� z W 3 a3 t- 3 (D Q 0 a Z>- w (D OJ O aD O m z U w W O I- jY> Z W -3 LLJcr-1 Ill — W W m- Z W O J a_ O YU W Z LL U a ZO J cr m 0 Z Qa. Z J Jaa m a o m H _jW UJ U -- ci O r^ a z u a (j _- O rn I- X m 3 W N ( �� N cn in N uo (D (�I Q 3 0 oa cD F- a: Lr) (n (n UJI PAVEMENT o� 41S J aN a II a3 UI0D a+ LO (nn `r O 3 m � 0 w F w m �• o J O J U N U T R/W I CONSTRUCT CONCRETE APPROACHES AT DRIVEWAY LOCATIONS PER SPECIAL DWG. �L ON THE NORTH SIDE OF SLOVER AVE, PER COUNTY STD, DWG. 129 ON THE SOUTH SIDE OF SLOVER AVE. AT LOCATIONS DETERMINED BY THE ENGINEER . SEE SPEC IAL PROVISIONS SECTION 9. © REMOVE AND REPLACE EXISTING CHAIN LINK FENCE IN THE RETURN AREA TO 0.5' BEHIND. THE R/W LINE. 17 REMOVE EXISTING LANDSCAPE MATERIAL- SEE SPECIAL PROVISIONS. ��OQROf ESSfOygl Y � No. 23852 Fxp. 12-31-97 r J j,CI VI1- COUNTY OF SAN BERNARDINO DEPARTMENT OF TRANSPORTATION / FLOOD CONTROL z DRAWN BY DESIGNED BY PROJ. ENGR. WCH/ ENS DM GP SUOMI T 1 C � D BY SLOVER AVENUE o I/ O CHIEF SIGN EHGINEEII DATE Z FROM MULBERRY AVE, a: RECOMMENDED /APPROVED BY TO ALMOND AVE, ASST. DIRECTOR OF TRANSPORTATION DATE FO NTANA AREA. IM �a��� F. B. REF. W. 0, N0. SCALE, SHT. N0. 1 TOT SHT'S. I DIRECTOR OF TRANSPORTATION DATE JL 6987 T00034 AS SHOWN 6 9 JL 7041