Laserfiche WebLink
• <br /> 1 s <br /> 1 1/2' 6 <br /> \ \ r-- LENGTH (SEE TABLE SHEET 1) j a <br /> \ 2.0% a g <br /> 79.00 \ <br /> _ 6' VERT. C. L G. SLOPE ! ; <br /> �9 ps. \ MIN. 1.0X VARIES (� <br /> 4 79.10 ` r------ \ Z <br /> I o SIDEWALK DRAIN - _8' O w 9 C <br /> • \ 6' SECTION A-A T <br /> I 78.30 \ , FLOW FROM GUTTER m m <br /> \ MOUNTABLE CURB AND GUTTER 1 1/2' III <br /> I <br /> 78.4 SEE DETAIL RIGHT 6' 2.0'/. _ SLOPE <br /> 1 I33 <br /> % • <br /> I 78.50 ° `' 1» ' `' ` \ 6' VERT. C. G. - VARIES <br /> III <br /> • <br /> \ I ' 78.20 •t . , \ <br /> ti • • <br /> I \ I \ SECTION A-A <br /> ISEE DETAIL RIGHT FLOW TO GUTTER <br /> II zI .2: •' / N0. 3 REBAR 6' LONG WELDED NDN-SLIP RAISED PATTERN <br /> I \ 81p TO PLATE AT 18'R BOLT CMAY NESS, T.P„ SEE CHART. <br /> STEEL PLATE FOR THICK- <br /> 1.0 <br /> ( I � X88 SIDE (1/2• ANCHO <br /> W I '' \ BE USED.) 1 ha' <br /> I ' ' X88 .' ;� \ \ 1� EXP. JOINT 1 <br /> I X81 ' • » • s • • `� 1 -i 4' <br /> VARIES EXP. JOINT <br /> I A I O ,•.• asp • >> 6 <br /> I ,,/s 7g 2p 60 \ 2' ` WD <br /> .< % E°0 �4j. I <br /> I ~ <br /> E MIN. <br /> ititow <br /> Io S- I I 77.20 77.05 78 90 • ' <br /> Iç20) <br /> \ 1 <br /> � ��I, • <br /> I • 4 <br /> I 820 30 NA •40 4' MIN. J <br /> I s / _ N FLOW IS FROM GUTTER I <br /> I _..-- I • <br /> •." FF = 79.50 2s E 6' WHEN FLOW IS 70 GUTTER 2 E PLUS WIDTH OF OPENING <br /> II n \ I \ � • <br /> / . S6° '��\\� SECTION B-B I <br /> I80.00 "' Sso I' CURB CHASE o <br /> I I . ' <br /> 79.50 t B t.: <br /> �7 <br /> I N 0 �s <br /> 9.4� 1 . 49 »` �• '8¢p ^ _ <br /> 1 m I 1 <br /> 9'40 SIDEWALK CURB CHASE o < Z <br /> 1 80.00 79.50 =' ~ , \ T6fj1ATOSl OQNN OP OR CURB z o C <br /> I I I I o 80 0 \ .,�W, ' ^ \ 77.70 TC NO SCALE D z Z <br /> I / 7.20 m _ <br /> Cn r �' TFjANSITI TOP OR CURB <br /> 1 6 LEGEND I OLIN 3zp0 I . . G1 mCO <br /> � II ' � • :' � I � ....' .. n 1'41 <br /> f}1 I ' .___�,._ O ,: \ gjXPANSION`JOINT D <br /> IV / „� • t`.` y » \ �,116 iei,.....461...70 <br /> III - _ _ CATCH CURB AND GUTTER. ALL OTHERS <br /> I ' • `L ~ SHALL BE SPILL CURB VARIES > tXPANSIo; <br /> / s 'I� 8. .DINT <br /> \ I f` BASIN BOUNDRY _ 3� FOR:ILE01d ACROSS PANIU 78.35 I ' • . `SECT. B B CONTRACON TAl �'I� SEE SHEETS FOR3f' JOINI 7 �? ,:; HANDICAMP RAMP 30° 3 E.A. REBAR x 4' DOWELS.8.78.30 8p • +h DETAILSCONTRAION JOINT IF• �' _�_ EXISTING SWALE POUREDI ' t I p _ PARATE I <br /> h <br /> :8 \ p <br /> I I ` .�"'� <br /> I _ \ .•t' . <br /> • / .: CONTRACTION JOINTS <br /> 77.90 TOP OF WALK - - EXPANSION JOINT < <br /> g20 >8p EXISTING COUNTOURS <br /> EB 1 PROPOSED COUNTOURS - -..-.. """'-""-"- - •.I <br /> ass a r•._:.. <br /> I 78.80��1� >) 79.50 <br /> 78.90 Sp f <br /> GUTTER APRON SHALL BE 8' W I <br /> ��//I��� ND X SPOT ELEVATION THICK. <br /> I 4' CONC. PAN `�8' 7.35 - - <br /> 78.70 (SEE DETAIL) } 1A / FLOW LINE ON UNIFORM , , <br /> GRADE 1 <br /> 0 '` ` . . .' BETWEEN RADIAL POINTS. <br /> 79.30 TOP OF STEP (EAST) B <br /> I �>o�ealli"Pw <br /> o / BASIN DESIGNATION9Op ) • ,`.'.,.:••':• 78.80 BOTTEM OF STEP (WEST) <br /> t9� / �► <• 6' �� %Ni 11 I 1 41 AREA IN ACRES PLAN I/ CROWN SHALL BE <br /> NI / � 1g�p / -•► I `':•'�••,~• TRANSITIONED OUT � <br /> OF THE STREET IN --r- <br /> �c I w -► FLOW DIRECTION _ <br /> W / =v l . .. •'.'""Z <br /> ,STS AT CROWN <br /> THE 2', _1_ i. <br /> \ I \ CROSSPAN. <br /> 1 <br /> I 79.40 \ s' cLR.z .� <br /> / 79.40 _ <br /> \ <br /> \ \ I / BENCHMARK , <br /> o <br /> 77.7• S 1/4 CORNER OF SECTION 18, TIS, R69W SECTIONA-A6 <br /> • <br /> o <br /> I =0.50 .. <br /> I 80.10 AN ALUMINUM CAP EL. 5440.91 <br /> I <br /> I 1/8' � n <br /> 1 ›9 78.10 NOTE: ALL SPOT ELEVATIONS ARE TO FLOWLINE AND 2 <br /> 1 \ l --_ 0.10 7.95 / FINISHED GRADES. UNLESS OTHERWISE NOTED <br /> o <br /> \ 4 z_ <br /> . `- 1/8' R. Z <br /> ( , / TYP. a • <br /> / a o <br /> 1 :0. \ \ X820 �iiiiii 78 / NOTES, <br /> m g $ <br /> I I ��/ I'-II" 1. 6 SACK CONCRETE MIX WITH FIBERHESH. 1/2' MIN -r- "' <br /> I \ <br /> 2. CONTRACTION JOINTS SHALL BE PLACED I <br /> 4d'O ` F I' CURB CHASE 1'-0" II" EVERY 10' IN CROSSPAN. <br /> -_ \ ..... �---- CONTRACTI*N OR <br /> I \ 78.50 ' 78.10 \ I" <br /> -. <br /> ♦ r I, WEAKENED PLANE <br /> I ' ` \ 78.30 4 °I , JOINT <br /> I \ I ` , R-15 I <br /> (76‘.%... . <br /> . 1 2 \ / 6 a s a e IO r 1/4' D IF TEMPLATES ARE I <br /> I ~� }. v a.. ° .° 4 ,.� . NOT••USED f--.- <br /> \ \ \ \ .. 1 p r•f II a <br /> \ - - --v v v MOUNTABLE CURB AND GUTTER) CROSSPANS TYPE I <br /> \ \ .„.„.../ .8.9s <br /> / NO SCALE NO SCALE <br /> 880 79.00 I <br /> 0 <br /> �� Q 6 - 12" _6° I <br /> 1811 <br /> VA \ A \ 54V0 �92p tl 11 <br /> 12 6 _. .� <br /> ...:.,.\iii€>ii`�iii iiii�:::::.,. <br /> cccruj " 12" __ "" <br /> m z _ �_ ° d L <br /> MI <br /> \ \ v \ 4 6" ILR 42 I2 --44- 42•_ <br /> � � S <br /> E \ \ i <br /> \ \ \ / \ \ Ja 211p ° 2 1 I <br /> °. 4) - 2 R <br /> II <br /> \ \ ) . .. \ CURB CHASE II �\ a <br /> 78 NO SCALE <br /> mr- <br /> 3 '...1.*****.***............ ..------- ..... •' ...... 4' a - - <br /> r� T1 <br /> ti \ \ \ \ \\ ':i', 1 I/4" a .. .a' ems- d :° d ° d <br /> _l__:_l <br /> `` spAL am <br /> C ° I I <br /> � \ � .� \\...\ N41h / d � °a;: ," °a .. � � ' .. ° 8 CA o l n � � m . <br /> v vv v v v v SCALE 1" 20 _ 1 g i n m <br /> v v 4' CONCRETE PAN CURB AND GUTTER DETAILS ! m g " z <br /> 20 �o 0 20 40 o i <br /> 41' \ . _ \ \ \� \ \ \ 7 I II I I NO SCALE NO SCALE _ z• rn a <br /> y, <br /> . <br /> ma3 `J 1 D <br /> DESIGNED BY: DATE: JOB NO.: SHEET , r <br /> SCALE VERIFICATION 2-10-95 CITY COMMENTS i C r <br /> w BAR IS ONE INCH LONG ON ORDINAL DRAWING - , - Bre el Barrell 1=nginee�s Sufveyo(S Inoorpol=ated OUTBACK STEAKHOUSE DRAWN BY: DRH : 3=I=95 CITY COMMENTS FINAL PUD DEVELOPMENT PLAN 1z/27/a4 E4564 2 m <br /> i '*' 4-6-95 CITY COMMENTS <br /> IF NOT ONE INCH ADJUST SCALE ACCORDINGLY 4840 PEARL EAST CIRCLE, SUITE 114 BOULDER, COLORADO 80301 (303)442-4338 DRH SCALE: H. I'I-201 DRAWING NO.: SHEETS <br /> E / . 740 WOOTEN ROAD, x/108 COLORADO SPRINGS, COLORADO 80915 (719)591-5151 LOUISVILLE, COLORADO CHECKED BY: 6-26-95 GRADING AND DRAINAGE 4D-614 9 ,. <br /> REVISIONS -DATE V: AS SHOWN <br /> I:\PROJ\ENG\E4584\E4584.DWG I <br /> LOT 6A PARCEL H FINAL PUD SHEET 2 OF 9 <br />