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HomeMy WebLinkAbout1501 I $9.44 f 50t V.C. ` I co 0 CURB RETURN - # _ I_ 0 18.45 P. I — e6 i • I , 1 BANYAN 1n N i { p _' W a, _ N i a 1 o 94 O A Im cf + ! 6.39 _ — o ti a of . i �, + �; 4 0 to �, N + i N _ 4 + t t0 .rteA.C. I � � • . � Exist Profile 16 W/O fast C.F < c� m 4 O � H 1.� t° — � : c� c� < U I — O1 VJ f Q J • � 36.00' ' f Di 4 N N _ �•cn -- a N N k - • 1 : , f .._ _ _ _ _. ,.-.... _ -._ _.... _... _ -__<.�-_ ,_._.. _.,-_ ._....s,__........._.�>... ...aa_.. __..-. ».-ate.r._.a._._..�-1--...-,..e.,. ..a.< _...<.... .._._. _._.. _ ._ _..... . _ -•.-- -♦_. ..4. .._.� - a.-.-..-:a.. .s_ .-,w-> ._s..>.>--,..- •.__._b—._`-__ .-t.. -.._ .. _ .._ _- ., _ x a- ,.> a_ _. x .. _-.c. ... . _ - _ _ a _ _... .. _ a s ..-s -4 --. n s `.� .. _ ., � ♦ -. a. .e _ —.. - - s - n . e x -e v c w ,-r- f s� �— ----#� <_ // /• -6---"-k-,-- -ti----.i-.r..._.dm _-I--•-.rt-• __.-_.--„ , Ili - � � , , � � � � 10 aD w t- UJ � j aor' anti o. B.J N � PROPOSED EAST T.C. GRADE Proposed T C: - — a 1 A-- ✓ i ro + M 8°1+v x'ist• North T.C. Prof I le �, _j tv co Y_ — 27 v 'TAN GRACt -i.3b% t tin NN � � .a' y'm � + f = O F- 25 ' E � S- 0200 No PROPOSED N N (A °�o + , G S.C.£. �, C NS`TRUC'T' 8' C.B AND LOCAL EAST FL. 9 HAVEN 63 — 23 ' �� % � u DEP. PER CITY T 300 o o O GRADE "nee STD. AND 307. ti w o U. i V=2.9!9 o cv + PI40P. F.S. OVER .��-:� �� '2 Exlst. EJst T.C. sr CO STRUCfi' 7 .5$ LF I tt M ,- �:- \ Profile I o� i8 RCP 1250 0 i a r PIPE { f 0 1 a: 0. � N '16 � EXIST GRADE h� ti to 49 CONSTRUCT 115'C.13. ND LOCAL DEP t9 1 - ca PER CITY STD. 300 AND 307. V=4.08 i _ ,:• � (-1'50 — ..- 6' 6 m cu PROP. F.S OVER — ` -ao - Q gl '�/o — T -- I PIPE i J �' Exist. Profile ! ci 2 1 F. LL ; °t 6T a 4 ; 46 6 O i { C Nan F r i s _ �q PROPOSED �. GtADE w N — — ., :. _ SANYAN'S'�R1;Et PROFILE + a' • 54.7 12 N g c+P Q F F. 6\ °�. Fv �'iy CURB RETURN 0 J L cn r V - S=.b05o !Z ' t m � Q ; + 8 W 0 CONSTRUCT' TRANSITION x 1 , ; RELOCATE ' M + 336 STRUCTURE NO 3 CITY ST _ C D. (� 'V z fq f oY' CONSTRUCT COLLAR 4 (D 4 a O - - PER CITY.STD. 329 M cn 4 1` 4 ti =cn '> 2.2$ % — i 9 CONSTRUCT 08 OUTLET >3 _ — ;_'— i DEP. GUTTER PER CITY TD' I Exist. : South T.C. Profile / S 5 1 ti Lail I 300 AND 307 Vu_2.78' Nco : U — i �s VI 1.00' 124 LF 45.33 LF ui 62.86 t: „ ,! ,r L t 6 m W } • 24 RC.P(1500 D) 24 R.CP. 1:1500D) J 18 RCP (1250 D) i 4 tONCRETE BACKtFIL a� a . 4 1�RbPOSEC� OU1`H Exist East T C. Profile { SCALE: HOF?IZ. 1' .20 T.C. GRADE OVER PIPE IN STREET a a _ 1 : VERT. I = ! 1 t , i , l , , 1+00 2+00 3+00 4+00 5+0010" 3+06.23 HAVEN AVENUE li24 LC DOWEL SAWCUT (4 PLCS.) 3 T 4+76.00 BANYAN STREET _ N 0017'45"E _ I _ TYPE E — _ — — y VXIST. BLOCK PER TR. NO. 9475 M B. 135/83-84 3 CONSTRUCTION NOTES GRATE SP-ASH WALL HAVEN AVENUE - _ PROTECT IN PLACE — — — _ _ _ _ _ _ _ _ REMOVE AND DISPOSE EXIST. UNDERSIDEWALK — — — -- — — — — — — — — — — — r-- — — — — — — — — — — = z DRAIN l - 2�— SALVAGE SIGN. / - 1 14 �- - 3 PCC COLLAR PER CITY STD. 329 2 3 M loo9i I 15 O0 4�— CONSTRUCT 4" A.C. PAVEMENT OVER 4 " W 6 a� �� - P.C.C. SPLASH CURB 9 I TO BE RESET a _ CRUSHED AGGREGATE BASE PER CITY d - c0 t0 N 4 + +_ — (BY CITY O M 6 16 I (3 + N u M N S STD. 100-A N 1� N M t`U Q QQ Q Ha �� _ 1 a "' --- --b S -- 5 SAWCUT. 6�- VARIABLE THICKNESS A.C. OVERLAY(0.10' MIN.) �ti a"x 2a"SLOTTED 5 INLET-CALTRANS D-75 -- -- - - ------ - --- -- - -10"S `- --- --- - Y _ aJ , OCPI DETAIL yY — �� y,, 9a--COLD PLANE (MIN . DEPTH 0.10 ). 12-, RCP 1 — ,� ---- -- - -- --- - - —�,— 4— r - Id c e t� d N F o — , 4 F 450 10 CONSTRUCT PC.C. TYPE A2 8 CURB _ 12_ _ GUTTER PER CITY STD 104. 36 RCP -----__ ------------------- � -- E -- -- T 8 W ii CONSTRUCT HANDICAPPED ACCESS RAMP = — y--- - -_- -- ---- _- -� w C- _ ---- -- PER CITY STD 102. �•_-�'--:;�,-- z 16 5 1 O o o � II 9 sTA5+5502 B j © 0 20 12 INSTALL 18" RCP 1250- D. TRENCH REPAIR CC - - 18 I o I •l 0 . IDR P ..P 0 NLET A CALTRAN TD D-75 -f- TY STD. S S • 0•' C i S 120 5 PER P toy 11 i an I r�i CURB RETURN DATA g ECR N 2 } „ 3 SCALE I - 2 m m d 10 2 ' 20 v M 13 INSTALL 24 RCP, 1500-D. TRENCH REPAIR 9 BCR W Q 5 1 1 I , PER CITY STD 120. Svc - : ':_� o f- a r Q Q R L T "oma ' 6 I q LENGTH - 15 14 CONSTRUCT TRANSITION ST. #3 PER CITY STD. 336 sE `t � � 3 s=.oloo _ I =o = A 89° 35' 00" 35.00' 54.72' 34.75' 3'� P 3 LLJ '—��- I 15 CONSTRUCT CATCH BASIN AND LOCAL DER PER CITY STD'S CITY - �� �a �� �a as �� DESCRIPTION OF REVISION DATE 5 [� z 300 a 307. W , V , OLOCAL DEP. - CASE SHOWN ON PLAN. APPROVED. 8 900 25' 00" 44.00' 69.44' 44.32' 16 rn ,, 12 a CITY OF RANCHO CUCAMONGA RELOCATE PctfEs/rJ CURVE DATA 15 " �aey ��, I CASE " " W 17 INSTALL 12 RCP (1500 D). ,� �� ���y PLAN AND PROFILE C 440 47' 30! - pNo:35937 rtr T to 22.50 17.59 9.27 @- CONSTRUCT TYPE AI -8 CURB d fXP6937. " BANYAN STREET Q -N �M� - i SCALE. I = 20 *—ADJUST TO GRADE. E�l cwIV •� ��� CONSTRUCT PC.C. SIDEWALK of EAST OF HAVEN .AVENUE OVERLAY � 0� PER CITY STD 103. z CD 5 21 CONSTRUCT TYPE OCPI DPOP INLET WITH TYPE 36R APPROVED BY: I 1 DATE: 2 NEW A.C. PAVEMENT Q Z BENCH MARK 10091 ELEV. = 1621.805 GRATE -CALTRANS STD. D75, AND DETAIL A. CITY ENGINEER (��-f���-� 1 ���� RC• . N0.24953 �] 2"BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 2 RESTORE OR INSTALL LANDSCAPING / IRRIGATION. DESIGN PLAN PREPARED BY: RECOMMENDED 10091 1987 AT NORTHEAST CORNER OF HAVEN AVENUE AND BANYAN AVENUE, Lo- iq_q 3 , Pc.C, AT END OF CURB RETURN. �— CONSTRUCT OUTLETBASIN AND DEP. GUTTER PER CITY STD'S cs.B. CITY OF RANCHO CUCAMONGA I1� 22a 22' 20� DRAWN 10500 CIVIC CENTER DRIVE SHEET logos 300 AND 307 CSB RANCHO CUCAMONGA, CA 91730 3 OF 4 COLD PLANE 33� 42a CHECKED Aet�o DRAWING N0R.C.E. NO 36937 /SOI r DATE 10-14-93 FILE NO 92-15 I } C..'R. -55:24 t # 4 f4 4 Is is ; 4 j 41 i v I i i v tomto { 1 ra ux + dy of Oi — I . , ({ } _ 0. f ; _ `PROPOSE T. . IbRA' DE # U C.B. AND CA+ rt j ► 1 CONSTR CT A LO L i # DEP. PER CItY STD. 300 AND 307 \y� t 1 t V:14.00 HI -.06' P�OPOSED GRADE i i f4 0 in 0 M Of O — © — In 0 0) t1� p O p L0 Ci ti O O + - - N — N N — M rnt ,n O ! ; _ i 1 —i O 20 < , a� F _ y - - — - • - -- M + , . EXIST. FS. :AT _ _ _ �_ 1.00% i(Iaoo ) -41 ! F j i 1 i 1 O 2 % C SOP Cit SS p ARi'E Z o ISS L E 0 SLOPE VI S w z 1 1 i �! +q + ! N H CV Oco ti of p (� 4111 + o' a; + �, o W M — Oi 0i + — M p rr a0 0 1 — . + — N — — 4 i f l ; z p p m -�- F °° ; M — b i . _ .. , 0..24 _ __� 2� -' 1'/. o.94% Q -fj.36°fo0 -0-90% f ! — N o 1 + 1 f` o j 01 t TAN GRADE 3.57 /o PROPOSED tC. GRADE < . .- # R i < < < . 1 4 0 i J ; i PROPOSE E.P. Is S/0 � 1 1 f , j r i SCALE. OR 2 AF'PRbXiMATE• LOCA71aN . I j - I EXIST. 66STORMDRAIN 1; t ERT. 1 " a 4t I > 1 100 2+00 3+00 4+00 5+00 O+00 W I 5 _ R r =C ASE=B it CONSTRUCTION NOTES c o W=4' OI : . . • q �— w LO 15 U .t\ REMOVE a DISPOSE. - - - - - - - ------ - - - - - - - - - - -- - - - - - — - - —� — - - -- — — — — - - - r;. 2 SALVAGE SIGN. 15 ANSI I ,� 4 CONSTRUCT 4° A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE PER CITY STD. 100-A. M N ; BANYAN STREET N 89051'44 " E ` Is ��o� 6 VARIABLE THICKNESS A.C. OVERLAY (0.101 MIN.)• O ..MN I I .. 9 6 2 3 „ 1w1p 4 a I a+� h M 7 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY # 8 S — — 8 S STD. 107 -A. 9 COLD PLAN E (M I N. 0.10'). k I I ' M N ���� '9 i °D N I 19 I 10 CONSTRUCT P.C.C. TYPE A2-8 CURB t GUTTER n �< tri u aw -- - - - - - - - - --- - - - - - - -- -- - - -- - _ _ _ _ _ - --- - -- 4 - -- - - -- ------ _ - - - ---- ---- -- - - --- -- - --- - -- - -- ---- - - - _- - - - - - - - - -- - - - - - - - - --- --- - - -- - - - --- - - --- - - - -- -- - - - - - - - -----� �- e w — € -- _,... .... �... _... l CON HANDICAPPED ACCESS RAMP PER _ CONSTRUCT 40 TAPER ,n 40 TAPER - 5 — — _� — 3 I — 17 CITY STD 102 . 9 CONSTRUCT CATCH BASIN AND LOCAL DEP. PER CITY CURB RETURN DATA 0° STD'S 300 L* 307. EXCAVATE AN OPEN PIPE TRENCH TO ; 5 g' TO EXPOSE POTENTIAL, UTILITY CONFLICTS. c 0 A g m INSTALL 12tt RCP (1500 D). > ADJUST CATCH BASIN V 'AND PIPE SLOPE q o, _'.'.;. 9 ADJUST TO GRADE. 10 �.„ TO CLEAR. MINIMUM ALLOWABLE SLOPE IS.005 Q 89034'09!' 90°25 51 °> ds� II CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 103. E I 16" GUTTER St �f „ R 35' 35 E ECR I` a n a ~ r c c 3:1 o , ?, o ,► , a L 55.24 54.71 ; _� c ~ ~ c ~ 3 T 35.26' 34.74 7 2+040.5 32.p w I 2+33.7 �n CITY 12.60E � DESCRIPTION OF REVISION DATE I t` APPROVED 2 2 NORTH SOUTH 2 LOCKING M.H. o RIW Ct. R/NV o 5 T F RANCHOCUCAMONGA tt20 24CI Y 0 33 33 W 441: PLAN AND PROFILE REMOVE A.C. 18' 4 _ STREET BANYAN REDWOOD V1 I 1 OVERLAY �— ,___,_ HEADER , .� , I WEST OF HAVEN AVENUE -1 2'. /do m t _ _ NEW A.C. PAVEMENT � — •a:�.�-1►- -;.��. I a — F 3 1 APPROVED BY: DATE: ' _ CITY ENGINEER RC.E NO.24953 - � F 4 /mow DESIGN PLAN PREPARED BY: RECOMMEND D P.C.C. STA 0*00 TO 3+50 \ iU NO'RF93� c.s.B. CITY OF RANCHO CUCAMONGA �� SCALE: Itt= 20' �,`;_ Exp 1-1- I b = DRAWN 10500 CIVIC CENTER DRIVE SHEET ix x A of COLD PLANE TYPICAL CROSS-SECTION �— — ,`��1� �,�, N c.s,B. RANCHO CUCAMONGA, CA 91730 4 OF 4 Scales: Hor. I = 10 TFOF uAv Vert. I"■ 2t 4=s CHECKED • ` 36937 DRAWING R.C.E. NO-- DATE I0-14-93 FILE NO 92-1'5