Loading...
HomeMy WebLinkAbout2682-13W W d W __A Q > I.- II Z J 880 L.F. OF 55=1 TAPER n OG ■ Lo W LL J W W O tl Z ul v J Q® 0- N 4 d p�Q ® 4 UV 4 4 N 4 O v V W < Q = i3L W � � QC OC OL O z n � � N d co cr} 4 � � � O� I V IV 1 O� d Q n p co a Q �+ � a Q a p lel ®� O N W !f) c9 s N N co 0 pt N N N + l� ®W +� D +� Nt9 .`-� 3 +� +L cp+u ri � z T %- r-� w 4 � � � I � PROP. R/W � I- N >- .. cv TOP OF SLOPE FUTURE NY 21 R �f � r° f, - ._........«.. ....__..�.m.,. ...........�._.._:. ____... ..,,x�.�..... ..............._.. .....o ,_e.,�,,,,,_a._.... �.,...._a.e._.o ..�,. e.s._-«.,.. _.ueu,...F.m_ - ..-......_.....__.. x.....__. m_a-��.� ,®.sa,...s.. ..r. ___ - - ....s._�._,..m _...m..�.=_. .,_ ___ .�. �...,_....�. .......-.u__..- ..,..._.�...�__ .�.,._..,._.._... .�� �FS'p^� 21 # 3 I s O �� FL EARTH SWALE ` `� ° I co PROP. EP -- --- - - - - NL • ,.____�...s�_� _ ,� .,_. _ v, ._.. .v_ _ v_. ._. ,�,. _. �.u,. _. v_. u.. _,_ .�._ .__ v. v _-. v. v..-. ..u� un_w. ,�. ,�.-.�...�-__..u. _�._,�._�.-.�._�.� ._..v. u_.-.__.._.v__.._.v__._..v____..___.._..___.-____.._..u__.,_.,�_.._...�_...,_.,�__� v_,..__v_.,._...�__.._.. .v_._._..,<__._..v._._._._..,_ v__�. v_.-._.v_.� v_. _.._._-._..v__ __. u_ _. _ _ .�_ __ _.._ _ .. _- .....v_ _..._._ _ ...,_._ ....«..-_ �...,_.._ ..._.__ _....._.__ 3 a¢ t f E F 3 ¢-^ p fi 8= f#. A N 8 N B9°30'Of+ NF1 ! �. �.;� 9°30'06"E b d l9 � L=50" 51 r' Si L=50' 41 0 `� - - - - 44 4 41 PROP. G ,d- G 44 4 L=96• . 50 44 PROP. G + G .4 ,�y,._.x,��.� �:��� � �-..��.�. �-.ti ��-.:---_ ...,w__,����:�w__ .�:��_ �..�_�:.��__ .�__�:.�: _�..�:._�-...._<�_ .�__3.�.._�,_ _��.,_. �-.�:_��,: _�.,,��_�.�_:_� ,�- -- -_� �:_: .�:___ •: __� .�__3,..=.__j �,__�.�.___3�.---� - -n...__ �__-_ �.._.__�___ �..._j:�.�.3:-.._._�.:__�_�,��z.��_a�_._z ,�__3_.._.�-,�. s�.__� �.� �_n �__. ___ �_..��_.� �,�_ _-�-�_-��-n.._ _.� �._.� ,�_� -.._� ,.__ _� _� ,�_ �-� __z.�..__= s__z�i���___��--��_._�.�_-_,�___�__ �__�__� _�� ��--,...-_ ���„.��.� ��- ��.�.��:�_.�-..�._._���-�.,���u.��_���-.� �� Y 4c - _.,..._..,_-... v..a....,K - �._..-q .,...,....-,Y - �._...�. O� , 0 tf. i cu _�-,....�.�.K.....�.�.F, .�=a>...��.4....r..9.. ,m�...� ..._ ,..._ �.._� ., .�..�n.._s�.z .�=r.y...�.�.�- .��.- .��_..� .. .�._ �-R .:�F.7.... .�F,x . ._E F,s.. F.>.....E ...6 �-.ry-.. _ .m.....E��...���_. R..��. .,<.�_..��-x...� ....� _.-.� ..-.�.n9_....x. �_�.....�..��.-.. ....4. �._...���..._.h�....�.�.t....x.�.�...��.�,..�.�...���...�...� :�., n, :�.R..�.-.�...�.-tea*.-.��.�-..�w.,s�.zee.�..._�..�.��.���..���-��.=c�.� .- - x.. .��.�.: . _- ,. .. _ _ - �. ter.. � ten.._- - .. �_ r_ .. _. - � 1471 .84 I�� 02 ! I --'� f 70.90 115.O0 140.71 55.00 { tib n ��j 4 STOP STOP ;{ �F Z� ' is f i F' f' °" PROP_ R/W ° v n� �o' , i� .- _ _ X22 I ^ PROP_ RW _j {: N ►-_ �-+ � m 1 U 3 13' 12" 5 # v �, � .� + � N + �'i co N l9 + V j > i1L c4 -j �+ r+ j( ` ami to 1 (V N� Fiji s E I N � I w LOT STRIPING AND SIGNING MOTES: � I _ _ �, N ° L0 C'4 `� `� - ..... Tr _�m ��w, i A/ + V� A qt 4 11 34 ga 4 I 317' 3 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFI;,C SIGNING AND STRIPING SHALL I �'`5 � � � � � c � �4 + � t � � 2 o %CT © go, 00 30'��� [ j ��� OO � }. 41 c r-4 rf 114.77 _�� s_ L t- eco_ U CONFORM TO THESE PLANS AND THE STANDARD SP6 FICATIONS OF THE CITY OF o _- �m s a 2a H-= FONTANA AND THE STANDARD SPECIFICATIONS OF/ THE -'-,TATE OF CALIFORNIA �` ' gam - I _ ` y` O ; DATED JULY 1992 (NDN METRIC EDITION). 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO PiNEHURST LANE SIGNING + STRIPING CONSTRUCTION NOTES= CALTRANS STANDARD PLANS, LATEST NON -METRIC EDITION. AVENEUEAPPLY C, � j 5EE SHEET 12 OE 13 3. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. AWG. NO_2G54 4 DASHED YELLOW STRIPE PER DETAIL 6 CALTRANS 5TDS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKINGS PER CALTRANS STANDARDS. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. B. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. J O`$ 00 1 + Io N NI} I 2:1 0 N� cQ GRADE BREAK --� co 41 r 44 40.00 f cc cc`s! + v N 10 TOP OF SLOPE 4 w � Lu d � z z Lo APPLY + v (LIL 44 CL Q�Q 4Lo d 45 z oz z w LO Z wwm n� Lo Q9< 12' WHITE nN z +OOL N >� Lo,.JLO I + N W NNCO .-� co OC + W N 4 Lr) W N INSTALL SIGN ON 3 3 3 FLOWLINE EARTH SWALE I PROP- EP 150.51 Lo APPLY 4- SOLID } Lo APPLY + WHITE STRIPE PER DETAIL 38 GALTRANS 5TD5. 44 t � Lo \J 45 APPLY 4- SOLID WHITE STRIPE Lo APPLY 12' WHITE STOP BAR 47 APPLY 6" DASHED WHITE STRIPE PER DETAIL 39A 48 21 4 4q INSTALL SIGN ON POST AS NOTED IN PLAN APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 51 APPLY 4- SOLID YELLOW STRIPE a� - = FLOWLII`E AGP _ ARNE-L t� I 2.05=1 7RQC7 I sUMMIT 179.72 179.72 22 1.9:1 +.�� �,i�-£y..�...- .__�._�..�. .�...._.�.�_�-�...x...�._ ._. FUTURE ..G,� ¢_.Cry.,_-__.,,._._. ..wI.6:1± r-4 - -_:.:-LL _0 0 _ g 3.7:1+ s ..._. _ SL OPE VARIES 2.05:11 A, ��o 1 C + TOP OF SLOPE co ,j 16.9 p iJIn PROP. G + G 131.66 tato W PROP. R/ ,v(� + NN H w_ r_4 to 4 27 `� j s NO. 1, • IV w 0� oz N Lo PROPOSED TEMPORARY co u- 0 �J Lo co 0-O 5 OPE VARIES L 2=1__ 2.051 TOP OF SLOPE 41.83 125.00 O \ f t - 35 BENCH MARK: ELEVATION: 34 BASIS OF BEARINGS: 4 APPLY 4- SOLID w D APPLY 8' SOLID WHITE STRIPE PER DETAIL 38 GALTRANS 5TD5. 44 APPLY 6" SOLID WHITE STRIPE 45 APPLY 4- SOLID WHITE STRIPE Lo APPLY 12' WHITE STOP BAR 47 APPLY 6" DASHED WHITE STRIPE PER DETAIL 39A 48 INSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN 4q INSTALL SIGN ON POST AS NOTED IN PLAN APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 51 APPLY 4- SOLID YELLOW STRIPE a� - = FLOWLII`E AGP _ ARNE-L t� I 2.05=1 I p N N 1324 45y� � r-+ W N T-4 _< �0 4 C)(z 4 4 w CS QC k-1 v�q u oc �w T_ I �9 Lo ? N N c -I to to N Lo to �' +in co co N vu (9 W co PROP. R/W + W co 179.72 179.72 22 1.9:1 +.�� �,i�-£y..�...- .__�._�..�. .�...._.�.�_�-�...x...�._ ._. FUTURE ..G,� ¢_.Cry.,_-__.,,._._. ..wI.6:1± r-4 - -_:.:-LL _0 0 _ g 3.7:1+ s ..._. _ SL OPE VARIES 2.05:11 A, ��o 1 C + TOP OF SLOPE co ,j 16.9 p iJIn PROP. G + G 131.66 tato W PROP. R/ ,v(� + NN H w_ r_4 to 4 27 `� j s NO. 1, • IV w 0� oz N Lo PROPOSED TEMPORARY co u- 0 �J Lo co 0-O 5 OPE VARIES L 2=1__ 2.051 TOP OF SLOPE 41.83 125.00 O \ f t - 35 BENCH MARK: ELEVATION: 34 BASIS OF BEARINGS: 4 APPLY 4- SOLID DOUBLE YELLOW STRIPE PER DETAIL 22 GALTRANS 5TD5. D APPLY 8' SOLID WHITE STRIPE PER DETAIL 38 GALTRANS 5TD5. 44 APPLY 6" SOLID WHITE STRIPE 45 APPLY 4- SOLID WHITE STRIPE Lo APPLY 12' WHITE STOP BAR 47 APPLY 6" DASHED WHITE STRIPE PER DETAIL 39A 48 INSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN 4q INSTALL SIGN ON POST AS NOTED IN PLAN APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 51 APPLY 4- SOLID YELLOW STRIPE nV W oc W z ac a kf d 1 d Lo N c TOP OF SLOPE cN >_ i 2=1 _ - = FLOWLII`E AGP _ ARNE-L t� I 2.05=1 I t\ N N 1324 45y� � r-+ T-4 _< I r .O ignLo Z Loc -� OLS to r -I ® � 1 �z OLw 1 ®to Q) SCALE SCALE IN FEET 0 40 80 120 111111*21 Eel Ell I 826-1163 41 160 �r4V� 5UMM1 I � I H1rlIV I Stitt I 1.� - G1 �U, ��J.J rr: 114 4V /4 V�-H�.JI'-U1 Vt7: V 1 AM / i3G0-1104' DWG. DATE: