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r - w 5 SEE 81Z o cct-Z p C �, 2 4 Ln h m + ALE- ap 'N SC /��= QO' h °� N4. " h o n -4 by 2 � i � �.Z Z 3, ►� of a� � � 2 � N-L - ---- < — �zo �o 1f C1 r i r x �\tn to 10' c n WAY 3 ki e o�; ,►� 1 h �i ►``i. t 3p 3 w Ck u10 o ►o � k h h �W h O J) !! �` • a Z hop h t k W - "Q h SEE BEL0W :;�; �' �. o - ~ VINEYARDS EL EMENTARY SCHOOL w N — In ro o Q 1 4~j � 0 Udam..► . . 5 � W h �a z 23' 23' W t h h o OZ Oc ' + xux Q h h o � '< 3 in LJ � ~ t-,).a � ` 2 h i GENERAL NOTES O SIGNING AND STRIPING 0kl� 14h 5o1 . All details and dimensions for traffic signs and the installation thereof ABOVE Q SCALE 'dotoY shal 1 conform to the Cal trans Sign Speci fications, Traffic Manual , and SEE 11B0 3 Maintenance Manual . Regulatory and warns ng si gns other than parking Q a signs shal I be minimum 30" on local residential roadways and minimum 36" tj elsewhere. ZZ Z, 'I 2. New and relocated signs shall be installed using green non-perforated Unistrut posts and anchor sleeves except as noted. Sign posts shall be 3 �� q — - - — — _ 2" x 2" and of sufficient length to extend from the top of the sign(s) to between 6 and 8 inches into the anchor sleeve and provide 7 feet to t; clearance between finished grade and the bottom of the sign(s) . The ti h anchor sleeve shall extend 1 to 2 inches above finished grade and shall be 2 1/4" x. 2 1/4" by 30" long. Post shall be attached to the anchor a sleeve utilizing Uni strut corner bolts or two Uni strut drive rivets at v o i LANG right angles to each other. Attach signs to post using the drive rivets � or other City approved techniques. Install R26, R26(S) and Neighborhood � f EA'lsr. STOP 516N a Watchsigns on green "U" channel posts. ku p 3. Procedures for pai nti ng of striping and pavement markings and Zz- �! i nstal 1 ati on of pavement markers shall conform to the Standard -- - pAR �� �� Specifications for Public Works Construction, 1988 Edition with t�II3 11 10 e" — � f es. -rO0 � �� an U supplements an e o ngng provisions: i4 1? y r o a. Paint and all details and dimensions for traffic stripes and j- — � m e markings shall conform to Caltrans Standard Specifications, Traffic Manual , Maintenance Manual and City Standa-rd Drawing 133 unless �" ►I �, # otherwi se noted. avemen legends shall conform to City of Rancho Cucamonga' s maintenance stencil s. w �+ 2 b. Existing traffic stripes and markings that do not conform to the 10 �' N plans shall be removed by wet sandblasting. C. The Contractor shall furnish the necessary control points for all �� �n '" �►� striping and markings and shall be responsible for the completeness 0 P 9 9 P -Z and and accuracY thereof to the satisfaction of the City Engineer. 1 y JT�..Y w � � •� � L d. Spotting shall be completed and approved prior to removal of any w� C �QO existing stripes. Existing stripes and markings shall be removed i x� S prior to painting new ones, but in no case shall any section of �c �? Z ►�; �/ street be left without proper striping for more than 24 hours, or • 5 �' W + _ ��?A R over weekends or holidays. _ � r�EM w66 VINEYA R G 4 4 SEE ABOVE a 1 OLACK AKROvV ON CyE L,0W SACKGOU ND. 36" CONSTRUCTION NOTES - Rof LSs;�j I -Install Sign on Exist. Street Light ZQ--lnsta// Sign on Exist. Street Name Slgn CITY OF RANCHO CUCAMONGA 3a-Install Sign on Steel Post • „ -• '�a't No. 2106: -7 MIN. i N 4� Paint Stencil Marking SL OW 4, VINEYARDS ELEMENTARY SCHOOL 51DrWA1rK *� Exc a � • �' Q-Patn`t Stencil Marking `SCHOOL �—Exist. Sign To Be Removed B Others SIGNING AND STRIPING PLAN 7Q—Exist. Twee To Be Removed y Others KENYON WAY ea-- Paint Stencil Marking "X ING a-Part Curb Red VICTORIA PARK LANE ©o --Paint 12"5011d Yellow Stripe i) Remove Exist 12'5611d White Stripe APPROVED BY: - DATE 2((�—RE�cArE "$TOP../'1ARK1X1U -A-4 UECE56ARY C/TY EA16INEER /��( Q�(ii �/// R.C.E.No �. ,� DESI&N RECOMNIEIv'DEU DETAIL A No L.D. KING, INC. 2143 E. cr sT. SURE 110 SIGNING CONFIGURATION ONTARIO, c� 917x4 AT CROSSWALK oRaw'N sNr:E � (714 988-5492 A1-0 , JAI1 3 I of i CNEC<CED DICK w -F II YS R.c E W,,. ,..1L DRAwIN6 NO. DESCRIPTION OF REVISION DATE CITY EXPMtES 9-30-93 7APPROVED 1047 5 GN