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HomeMy WebLinkAbout920 r• BENCH MARK #33 EL. 1397.71 g� o + C_ONSTRUC ION N0� Y CONSTRUCTION NOTES CONTb QTY. CHIS. -0- ON SOUTH END 3rd STEP, FRONT N - m4t r- 08" PCC CURB 8 24' PCC GUTTER-CITY STD. NO. 303 567 LF @15 EXCAVATE AND BACKFILL TRENCH IN ACCORDANCE OF AMERICAN CAN CO. BLDGEAST SIDE N 5-jai N +ap WITH SOUTHERN CALIFORNIA EDISON COMPANY (SCE) AMETHYST, NORTH OF LOMI. A DRIVE. � ~_ z I--- 2 4" PCC SIDEWALK 3260 SF STANDARDS FOR BURIED CABLE IN CONDUIT (CIC) � M M ..� O (INSTALLATION OF STREET LIGHTING FACILITIES AND 3 CROSS GUTTER-CITY STD. NO. 308 1006 SF CIC TO BE INSTALLED BY SCE O ) 825 LF - - - - - - - _ _ - - - - __ - - - - - - 4 PCC DRIVE APRON X 5 CITY STD. N0. 305 716 SF - _ __ -- =_ - - O - -- - = - 0 8" AC - - _ _ -_ -- _ - -__ BERM CITY STD. NO - - - _ . 31 114 LF - - - 5 3 - - _ - = -- - - - - © 2 AC SIDEWALK INCLUDED IN 7O) - --- - - - - - - __ _ 4" AC ON 4' AB AC= 6 0 = -- - Q T A8 34 T - - - - - - 0 8 WHEELCHAIR RAMP-CITY STD. NO. 310 (INCLUDED N - - -- -- _ - Q RELOCATE (INCLUDED N CLEAR 8 GRUB) 0 - I0 REMOVE CURB.GRADE FROM BACK OF WALK - K TO - - -- 0 (INCLUDED UB) 0 BE RELOCATED BY LAWN. SEED TO MATCH (INC E IN CLEAR 8� GR q T OTHERS II CONST. BRICK WALL PER DETAIL REMOVE - - - _ ® 0 E HEREON (2 HIGH) 49 LF - _. - - NESS AC OVERLAY (AVG 2" THICK - - -- CK ) PROTECT IN PLACE -- - _ _ . - - - - O _ _ --- - - (INCLUDED I2 VARIABLE THICK p IN INO) - - - - - _. 13 = -_ 4 C - A DRIVE APRON X 5 QNCLUDED IN T - - - - - _ O - - -- - - - - -- - -- - - - - - - - - - — I 4 PCC DRIVE STRIP (2 WIDE TO MATCH EXIST.) D 1N 2 ) _ lo _ - - , . - - -- - 1 t - - - - -.- - i4o Ad- t -- - - - -- - -- -- - - - - -- - - - - 41, _ - - - 10 _. - -.- oil: -- - - - - r•1 OD - - - - - _ - - _ - - - -- - - - _ -- - --- - - -- - - - - - N - �ir2 - - - - - - - - - - } [ i t r- IIII U. ♦ 100 - - : - - } - - - - ►` j G - -- £s M _ _ ' F. . SRA - - _ -- - _ F A{ - - - - - � I X U ,TE. - � , -- -- _ _ _ - - - - _ - - - -. _ _ - - - - - --- - - - - - 0 CJ -- --- _ - c� ' 01p, j K? _ - - - - - - - -- - - -- -. � _ - - __ _ Vit• - _ -- 4 , p z 2 _ - _ PROFILE SCALES - - - — - -- -- = - - — _ — — _ - 1 = _ _- HORIZ. I 40 � _ _ _ _ - - - - - - - __ - - _ -- - - - — - -- ERT.. _ _ . _ _ -_ __ _. - V I 4 - - _ - 1 - 10 I'I 1.2 13 14 N1 15 16 17 29 -30 31 32 - - 33 I RASE L - X13 CURB CURVE DATA ' i�IE RD. ROBERDS ST. MONTE STA ST. • W IU 1 Q NO. A R L T o CD jV C7i jji 1 900 27 42.41 27.00 x a 1010 VIN Qi . 0 2 740 15' 19.37' 11.30 IQ p, of EIS STREET LIGHTING TRENCHING - lrND STREET ^ '' � ti••l RELOCATE Cap NERC uJIa �I LKHTtN6 N., Ft-` i DEVELOPMENT CONSTRUCTIONRE r AMETHYST CORNER o>` _ OF EXISTING 13+6 2.$ V;� AVENUE T R ENC H IN 6 AMETHYS 9 EGT N STREET AVENUE a CROSS-GUTTER ON NORTH HALF OF S"TREEI• I LSTWG CHAIN WOOD FENCE tlWm 1 TC1�1 Am EXTEND a1 I � LIGHTING TRENC*N6 _�f MONTE VISTA STREET LIGHTING TRENCHING I LM FENCE �I I ml � EXISTING SIDEWALK c�+ W.1 - w •d I REMOVE INDICATED PORTION OF EXISTING '•r • I a"llII0TER --- i I Z Z I __2 WATER _ � RECONSTRUCT STEPS PARTIAL +00.00 ( 15 9 R 9 9 R I 2 P R 7 9 8 3 9 2 p I 2 R 6 5 aI�N �� J J a_ --- �U 15 o,�c� 7 I 2 2 1 IS 14. 10 ZI 6 s"waT>� I a" —_ ' 9 i �c�a W1 Z;"' m ' +00•x@.. w• ��w>Ea 24"WATER { _ I * __ _ + Ir �— M W ~ +;U Cr \ -- -- - —'f mQ - U ` - ----T --- t'WATER 4" GASm -- — P BE RE OCATED ' _ —— 77 _ - — r - - _ --- - - T TH 0 ER 6 wA I i TER ' TEF 2 � , O 2 WA - � ' . -IN 11 I I I A C t} I t 11 � , in ---- -- - - -- - - �*-- I _I l /$ 1 I II Q Q I � � II • - - 7 EX/ST. - I r EXIST. i T-j c�( C J IN r - - - _ _ ') W ACAN i VACAN j 6 W GRAPE i XI T. I E S m m I I i E S 1 • VINEYARD i i I•I I I 1 I I Idpl ' 10 I I i I I I 18 _ U_ COT ' I I I H I I h I I i I LAND ' 0 S 11 I BLDG._- L O S I - -- I I +1 llc _ to r 2a i-oil I I I 1- - - 1cr 2 w ►= oHC'US, _ _ 1U - - - - int i a� W j� f202-167-021 -�- £ - a- - -� LOT - - Im J N r2 - 6 -/1 2-16/- I (20 /6'/- 31 3, � 2 ?-Y;/, 041 02-/4/ l/I ,ao� _ 2- 6!- I ROBERDS CT. _ I+ uu._! Ln CL 4 + + '�'} + 4 + 13 29.43.5 4 �• 4 30-89.7 W=14 4 W=1 I 4 w=10 w=12 W=1 w=15 w--12' • 4.! SCALE= 1° = 40 ! g W fj► w r u e G PCC II . . BACKI=ALL CITY OF RANCHO CUCAMONGA 2 AMETHYST ANS jm ST. PL FOR THE CONSTRUCTION OF f AMETHYST AVENUE ' f W :4' -CONST. , 2' AC SIDEWALK R. CONST. 8' AC AC SIDEWALK BERM PER CITY -_ SIDEWALK FROM BASE LINE ROAD 4' STD. 313 VITA ST TO MONTE VISTA STREET • 6" _ 2!/ LA VINE S T. EXIST. AC . :• CURB Ty P. I :: :;::::�t•: I.5' 2 ..,.. . . . .� - �-'. = +�`'� _ �=u,=WI_MLA GRANDE ST, - LOMITA DR. APPROVED BY DATE - --. -- - ♦ u,diq .0 • n=n,,i_Ir=u'Irr nr_rrc _ a`r i9" 1 CITY. ENGINEER R.C.E. NO.Z3Qf�' ROBERDS CT. PLANS PREPARED BY 7 \ EXIST. AC PVMT RASE ROBERos s7 DESIGN RECOMMENDED. <<r REMOVE EXIST. Cute LMS WILSON-BRYANTEk ASSOCIATES R-e, ��. AC P14VEMENT STA 29+65 TO 30+14 VASE2!d Mid` IgOd awdDRAWN 143 S. BREA BLVD. SHEET SECTION C SECTION B SEC BREA CA 92621 — -- --- SECTION A SECTI N 4 AC ON 4 AB — - CPD MHIC 1 OF Lk, 1A tH ---- _ — S�ALEj I/4"=1' SCALE I"=1' _ NO SCALE AS REO'D. VICHTY ��� (714) 990-0123 SCALE! 112"=I' - - CHECKED RIC.E. N0.175i8 DRWG. NO. LMS/RRC/MP/PR DATE 11-29-84 JOB NO. E-318 920,