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HomeMy WebLinkAbout5115-3 MATCHLINE: SEE SHEET 2 MATCHLINE: SEE BELOW LEFT MATCHLINE: SEE BELOW LEFTTHissHEET20 LEGENDS AND NOTES: ■ ■ ■ ■■ ■ gill ■ ■ gill . ■ gill ■„ ■viotni ' 1■ ■ ■ ■ ■ gill ■ gill ■ ■ ■ r •' gill ■ ■ ■ ■ gill ■ NoTE : scAL, E LOT 203 „ ,g .. 11 _ - _ a ® 6"CONCRETE MOWCURB-REFER TO CONCRETE MOWCURB DETAIL ON SHEET 17. A f;'1 RW I , 11 I I a I T ell I _„_,� / 11 0 �/ ALIGN 90 DEGREES WITH STATION CENTER POINT AND CENTERLINE OF STREET. 0 II SIGHTM _w b.� : .: �. 3' 11 :::j, a airy ':::1,'•••,:r.;_.: lSS ^{a f,.ti%' �. ::::::'::. ,f ' .._` ,:,"F ~ : ,`'�, <:" ,< y FA:;.; s. RETURN LOCATION, REFER TO WALL AND LINE W ,. 3 MOW CURB TO TERMINATE AT WALL 11 .,.: rFy3S, r ° i.: :S ;x...: .;is;• Sr'.9 9„{”;4,.; —� - .,r, r�. ,,,� ;r'ri ::� �,� ,�. FENCE PLANS UNDER SEPARATE COVER u zip.r ,fit , :., r. „src�k'r <w 41 t0r. T r• .•uo.�:..<vr. t..,ti ;�.. . yam ..:—.77::::::::::::::::::::::::::: ................... .... ............... :::::;111111 � ........ ............... "A2•: f 'A 1 ti. '. ?✓iD wji 1 . "' tCo 1, T ,r� h ; «a-< ti ; 4 WALL PER WALL AND FENCE PLANS UNDER SEPARATE COVER/LIMIT OF WORK 6.�,`4Sc t � rA ;,.•':::. O - � PAI N E•STREET k:�.�. �,�_r ��ei •ch•ryynr• 70A it------0 � 11 M 4'7x-err' -� c Ift I I ,+"a..~�'✓�. has �;�r-.. ,.r,,..s� ..�,:�.«,.. r �; � )----�� 4 , a u« '.l � "T' � :� •'s8?•z •.x a 11 , . •.:� SIDEWALK CIVIL ENGINEERS PLANS qg OM 10 :.�, .,�„ �.:,�;• ,.,•.,•,.v .�`— A K PER C VI o _ �ss: 111 1 2 _ vw.,i r o = O 'f'•aa. ��+'.?s'�x+z` '. '"^In%C >r ,.Y"5,.:£"s;:°'s.�;t, ,;`r`,'S./ O CMN / I N�r II 9s :�.,..; ,, :-; .r " a « ' %+`:, ' LTJ' -k_ .nE ....{,r t r ti 1'_ - I I _ C SIGHT S.: ,..A. ,« :,,..:AA,.,.. •- t................ ::::.�. a � ..>`%r+ - .f >•_•....=.•w» t•: NEW BENCH MODEL WABASH VALLEY CN430P 6 IN GROUND MOUNT COLOR GREEN N hn ��® I ��� ' LINE 1 :•. -, e E - m �' 7 NEW BIKE RACK LA STEELCRAFT THE WAVE MODEL#WBR-700, COLOR GREEN ti-04?. — — i N. 1T0 ..± -- — — ,W 4�; I - O I I k f x a, , \ NOTE: REFER TO ■ .; P.:21, qi N LOT 1$4 r ' :.I 00oN - - - 'r< 4"THICK MEDIUM BRA• ` A /:' ? SHEET 4 FOR THIS FINISH NATURAL GRAY441, :.: . :.,'.: >. r AREA `° y'�N , - �:.� r. ' : :::: :? :, GROUNDCOVER LEGEND N ' '- `Y --'-4N \ \ \ CONCRETE WITH HAN • o I j - I TYPE SIZE REMARKS ,02 _. SYMBOL MATERIAL co 2 �- - 4> �� �''k� I TROWELED SCORELINES. ■ I ss 1:.\\ SEE DETAILS,THIS SHEET. �� " - Sierra Cobble Refer to T . Rock 5 - P 1 I Ty p. ao .. Cobble grouted in ,` r4,;4r/,, - ; Available from 4"-8" Treatment Detail on - ,,,,,44„.11 Iir, .. place i�r ` a - N , i O rSl?, F. Sty � .; o 3III -',„ 4 'r , . 1, I .1. LOT 148 Southwest Boulder sheet 23 I , .. ' _ LOT 130 NOTES: `� a $ 1. QUANTITIES PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. - -- / IICO . . . . . _, 2.THE DESIGN INTENT FOR THE ROCK COBBLE PAVEMENT IS TO BE FLUID, ° > ' <'•.:. n ' Aff i ry :c...... Z�/ CONTINUOUSANDNATURALISTIC;ABRUPT CHANGES OF DIRECTIONSOR ANGLE I Q �' - ` I _b '. i ,;� �/ POINTSWILLBEUNACCEPTABLEANDMAYBECAUSEFORREMOVALANDSIGHT �, i , n - V ���� REPLACEMENT. LINE 2 \/ 01 =.Arl M i,. IQ `~' \ MEET FLUSH WITH ���_�� O5 J — ° • I i x II 3 I \ � EXISTING TRAIL4‘- (4,'‘' CONCRETE PAVING DETAIL B L-EF LA�I� I II ,, i� „ �__ `�� "0T 49 H , v-D II {;'ALOT 14 «: J I # \ EDGE DETAIL REINFORCEMENT PER SOILS i. •,� it I RW `« \. \\ ,/ MIN.4"THICK REPORT l CONCRETE PAVING ii, I . 2, % x s 4.0 1/2"BULLNOSE EDGE I 1 11 ,cf • — ; ;> v ► ,,�s Cj. ° " a I III I 1f: SIGHT m � _._,y I _ MATCHLINE: SEE BELOW7 LEFT 4" a a ,2,, f 1ill I 2' LINE I NAte- ' , gill■ ■ ■ ■ ■ * gill ■ ,� °� = _ 1"— �. _ d 2 `� �' I `° 3, ;d' 2„ a. EXTENDED COLLAR AT b i s 1 I - b ,.,4 : I j ° a 1 PERIMETER ��` d n i N - I� 3' o0 I _ y ooN , �;,, I 'id 1' III I 1 III III A ..`` 2 k — ___ 1 1 .1 - C-' I '�t1—� 1 N k I �'�I1 II I �.. 1' I —_®_ — _ t`7 . LOT 168 1 I N °) `' 2' M" ,, jiv RW EXPANSION JOINT �4 -- __ - . ..d : t=i , K1 LEGEND o .h I< I f6 °D - ' d 1Q 1/2"X 3"POLYFELT EXPANSION JOINT LOT 144 __I I I �I I = N - I .-m - i 11 F a a et= icy = _ ' o d 95%COMPACTED T a a TYP.)-NAIL INTO PLACE / 10" co , N 'it j ° q ° SUBGRADE PRIOR TO POUR MEo - - FSELF-LEVELING ELASTOMERIC N LOT 20'1I _ ! N J 0 1r - ° - - �i� ��� ha �:, (2) SEALANT I ca ra ° NO ar _ I �� g„ 9';71"-'1' „ Q 3/4”BACKER ROD 'v x N-v I w 3' 1�: " ° ® 112"RADIUS. l" 11 LOT 146 'I _ �' p ® #4 REBAR DOWEL @ 24"O.C., `till __ O 0 WRAP ONE END WITH PARAFFIN 0-*-V- I t- It -- - : ' Ica ' « IVlir _ . I 3 „ TOOLED JOINT PAPER. o41* ao i I 2' cfl I NN It1111, I N,-N • CONTROL JOINT /q DEEP „y N I ,- , cn cM g_'```”` ,k, ® CONCRETE,2000 PSI @ 28 DAYS P.C.C, �a`rr ,` itIt r anow 8 WATER STOP-MODEL#951 AS MANUF. b ,���` 1,4, d a BY GREENSTREAK-3400 TREE COURT _ INDUSTRIAL BLVD.,ST.LUIS, y 'r a iri ' 1. 2' I °'. �TTTTT �: / I 4�, a X 1/$,� a .° a MISSOURI,63122 ii BASIN , 4 d . ° a 1-800-325-9504 OR EQUAL NEW CONCRETE AT EXISTING PAV i N G �I t" O 11 a ITS 44,::�. RW N4 TI RW 'A! 6. N rriaA' 1 1 d CA ,� `� I cnr NOTE:REFER TO DETAIL'A'FOR EDGE DETAIL-ABUTING EXISTING CONCRETE `� I ' LOT 145 ° : 1 .� C" `- REINFORCEMENT REQUIREMENTS Wik! .I _ ,y iv'Arili, NA 3 AA MIN.4"THICK CONCRETE rh m EXPANSION JOINT @WALL EXISTING CONCRETE 11 I ! i / J—ICY � �k���C 'S� __ / _ '�"c�4,1 0 E�3 a I J ,, :PEo Y2"BULLNOSE EDGE r 1 •_ ° kvitt r ®� `id a / , ..4 n I if �, a % a s a a. N� ai ? cp I it 4 ° — —d d d.5 a 4 11 � I ( 4 I �z�. . ,t .� _ M ,,, _ 1 -. 9n� ; 9n d b t <I • it v l I 11 O �. I Q O j,{) � N� i a G� � 4 4 1--" ' T a CORE AND EPDXY Y2' ° II I N 1PIPip wort 2' lM 2" REINF�ORCEMETNT PER�, I I1' Cry -,"/„i A, 1, N N1 ,f II o R° aSOILS REP�R I T d ana,� �. I I I I I II III III I I II � . iniitA: ONG LOT 185r� t. NJ� ;� WO '�411:„ � PRED STEEL ROD " _ _ (.L� ( G. 8 O WRAP111 © � _-- ; � _— TXPANSION JOINT DETAIL _ I — J I EXPOSEDENDiN�,t I LOT IIF167 Igi <" _ I = o� >_cM aI I I I_ I I �, :PARAFIN PAPER -� • ' i�� _7 1,. o u = NN a 11 P / a ;;tiNI ? r- W� III • 5%COMPACTED * r ,.., i "'®� d °D _ `" Q �`+� iii ZO ��'* ,: SUBGRADE PRIOR TO POU .,,,,,,-..-4 I ZO 1:-=f ,�`. ° ._ t Y LEGEND: io _I:vJ ( __ r��rr ' N m �- le..:4r"•1 I! I - �e I - - ---- ®,J 1. CONTROL JOINT SITE M A P !�: _o Co ° n I - s`r� 111:1 © 2. EXPANSION JOINT b 6_1 LOT 16611 %'' �I I ' *" ' NOTE: 1%MIN.CROSS SLOPE 2%MAX r� Cn CM� �M IIIII if/ �� .' X111111111 r Cr 11 r r © Ne -4;�-- i ( Nse- - — --�r --- I�' I i` �<I I" RW 10' i = ALLSPICE PL. u N l I ,, ( �O I` Y° UIuuuIuP! _ , ` ' ii ■ • ■ ■ ■ ■ REFER TO PLAN / ■• WI? WI0 - 11 _ I D ® i RW MATCHLINE: SEE ABOVE RIGHT .� n.. r * .. - 111111■1111�,� P IN N ' `M Co.. ► 1 4 © , LIJ az .. ® FENNEL PL �Q,111111�� M - ,o�- 1 d.5:T�111111 �11111 ,111� 00 - �t60 o \ , ` or T0 CLOVE "L. IE •,:t 60 , w `V 1 �, P2, I rA! z¢ Iiiiiiiuiiii REDEPPERPL.> X111JII III 4 SOO, \/° MED.BROOM FINISH CONCRETE PAVING 2 == Well ¢ ili Eon VI .= 'r ■ I - - - - - - - - - - V= SL > .:.';.` • ' TYPICAL CONCRETE J C 1 N T LAYOUT ■■!li S LII.,7;04,-- mi a/ / f , ',V,'.','. ,44:A.! LEAF LN �� ..... 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THIS SHEET e4�+ 1 ":.•:.. gill ■/ , ,.. —■� ■ ■ gill ■ ■ ■ ■ ■ I■ ■ F11 %\ MATCHLINE: SEE ABOVE RIGHT MATCHLINE: SEE ABOVE RIGHT -41% •• • ``'' NORTH DATE SUBMITTAL TRACKER DOp IN o a ,,�,t�os C p� LEN NAR HOMES 10-11-2013 1sT SUBMITTAL • SHOULD CONSTRUCTION OF THE REQUIRED << E. 9 12-17-2013 2ND SUBMITTAL; ��- SFR` pM�<< ,� IMPROVEMENTS NOT COMMENCE WITHIN TWO �� P /��� cy TR 17885 — LMD LANDSCAPE PLANS 04-07-2014 MYLAR SUBMITTAL " ' �` YEARS OF THE DATE OF APPROVAL SHOWN HEREON — •.- -, li\ AND CARRIED FORTH IN A DILIGENT MANNER, THE �' DRAWNSK, SF SCALE: 1 "=20' DIAL TWO WORKING 9/30/15NI HARDSCAPE PLAN BEFORE I► DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE EXP.DATE DESIGNED BY: DATE: YOU DIG \ Y) YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH s� DATE14 �Q NORTH SK 10-04-13 0' 20' 40' 60' TOLL FREE 811RVL STANDARDS IN EFFECT ireof eA`` 0�� CHECK;DK: APPROVED BY: DRAWING NO.: 3 / A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISOR DESCRIPTION DATE ENGR. CITY DATE DATE: BM my ENGINEER R.C.E. 51152 25