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HomeMy WebLinkAboutZ-4765-A Map 71 / I ` / I I I l ILLJ� ! i' f ! / �' / / / `� MP ��/'' 20' EASEMWTLJ /I N TI Ni / /i / w / / IIIIi t,LL�'CULVIE�RRT/ f f i / / /'' 1 l S./-�-,? � / f f r , i '�/ / / /� Lco /BUILD NGXISTINGf CONTA(NMENT/FOR Az/ r_ M f 2 -YEAR/STORM r r I f/ f AINAGE� ,�/ /./ + / / � EL- 23.0° / RE7ENTId jf I in f / /i ��� / / SEWER MANHOLE #55 #68 ASDL A�/3( I 15' 0 15 30 45 60 75 90 `° I I i w / / / i ' �FC�A, / RIM ELEV.: 404.14 9 / L___�-_ / / / /P�-� /./ dVERT ELEV.: 396.46 MAANHO ER/ - _ ! FEET Z / / /.' �a / �5P1- (TYPIC la, I / f �(v�iPr / E� / / - 420.00 /I / i J \ F- / I / '/ ��F` / / �S� f- / �""' EL 23.60 /- - Y 00 4 D - EL=422.00 luull,l �l� � � � i- EL=422.95 � L= OI I I.\„__Ifj / � � "� ✓ � �� JO / F� ' ""�/ / _✓-� _n, EL=421.50 J,l / �-' I / I,I 11�i._'/j �'/ -i- \\ mil �:. '-/ ..// �i. i/ '�y�,/��(_ /2 ,�` }r\ EL 4 1.0 V Y' 'Y/w 11 / V I' RIM-,,ELEV.: 4j 2.53 40848 -/ / - / a20.60x EL=azz.° x �� /� / E� =azo g x\ EL 1.z Y / \E�= 5 8.90 ,� r • - EL=:2,.90 ' NG EL=az"0s =423s / v E 4 IC 4;- �/ EL=a,a. 0 / > EL=423.00 I 1 Q I U'II a \\ Oji `Z r L=422.9 EL=423.10 f^ xEL- 4 _48.°0 \ l� f Y / 11 y/, tY./ 1 I ' /I L / ' ��C.� ' x EL=423.19 i s5 1 I i f II / / // F • I �- • / x EL=42 EL=450.05\ I / y i • FIRE _' _ PROVIDE STREET /CURB INLET CATCH I ¢ II // w / • EL=41V35x yy�� / HYDRAN EL/418. o (- BASIN CONNECTING CULVERT 1 j II r I . / /j' f EL=ala.7o 436.00 I CROSSING TO ACCOMMODATE STORM �� j • / - DRAINAGE AND REMOVE SAG IN I llll - -{-- -- / 5E E ANHOLE 7 3 ^--`` m EL- 0 0 ELK 45°.90 / 4E5 ROADWAY VERTICAL ALIGNMENT. I 1 ' - Hyrv1 EI -LV.: 417J1 \ / / \ \ / = 7'0 EL 34. f EL=44.60 jr ILS Rl �LEV.; 409--_ w i �14��J„ @\v �1 EL=as1.10 EL=421.30 / 23. EL=446 00l' x `.- -��g` L... EL=a2 .80 /e / /L=449.90/ - } ?i N / L=420 55 / E 46.80 EJ x • x ELz6so r _ ; I xEL=420.65 4 .00 �`- ..,� a Li44330 r 450.35 +' ! ' ��5��+ X114 J�f I -I w w �,/ / 36.40 EL 444.0 / /�L15 /•,, , / / az, so \ -\ 1 6 50 L=441 s° I L=.2t3s° • r x EL�a1zs0 e= 22.70\ x \ E 4.7 x x EL=447.55 % • _�- / x ` E 4}7.30 /-- \ �y\/ =449.00 -"-�•" i / / / -„ L 9.00 \ / EL=<x „� \ L=448.00 EL -/447.00 �- / / L=422.30 / / EL=433.50 - --^ !•_ LL �O.B ° \ -"�/ I ROADWAY IMPROVEMENTS TO CONFORM TO i 1 I' ELxa3z eE-a o> `� CR SS ` ! J EL=440 STREET DESIGNS PER CITY'S MASTER x / 05 STREET PLAN AS A COLLECTOR STREET I43 43} ° _ \ 7° N EL=451. / E 43250 �� 6`..� -\ ELX 49.65 IEL=421 :60x / ELK 441.° \ N I-,-- -- ..✓ �- EL 430.90 -. ,/ EL=426.60- EL28.70 �Lx44 / I EL=427.rv--- P I I ., 4 .i/ '� / r^'r '`.. `� EL=441. D _ \ �-- SEWER�iVIA \�5 B1 \ EL= L=4 8.55 I ,.•s EL= 51.15 �'�'� I EL=42 80 EL=427.40 -� e' S \� L=45 52 �� =45 AS T N Ix/ a52.0o - TY AL I xEL=as°.65 J EL= 43.80 � ( ) �� 45D. �- I EL= 0.00 j - L=45 4 \ - I EL= .85 -� -^" E6-1.25 i ��� 450.95 EL=450.55 � �- ', "--i � / �� - L. -4b- E 4452.51 52.2 Y EL=450. EL=449.65 E - xEL=450. =450.50 gg 5 EL=459 0 EL=4 .25 / / � \\ =444.75 � ' \ EL=45 1 (• 34. K RAI, 0 x / ' L=451.70 443' x x /' L=453.10 J- L�.453.00 � j.�' L=445.40 N EL=452.60 -45� EL=4 2.25 L=450.00 f I •, EL=458.90 I _ 1 / x EL- -� =458. 0 PROPOSED LANE WIDENING BY I I I EL=453.20 / ,.aSzszxEL=aaa.3D Ei�a.53.,0 , FI CITY'S MASTER STREET PLAN r`5 Iz IEL=452.7° J" �, /` EL- .79- FLAN 70-' AS A COLLECTOR STREET I' EEL=52.00 " EL=4527° EL=4s . HYDRANT -=45-�BO - '--� EL=452.30 ! L=452.00 / EL=452. I ' F_: � �- EL=452.45 / L=4 50 / ♦ -'- i I LF]'L=h36p = 7.00 I EL=5452.75 E45 =g4,69,5° x E EL453 505 /"� EL_ [l.='b59, I / = a' zEL=4 .00 L;AwzEL=4 .15 EL=459.95 SH ET 36 EL= 52 / J / x L=452.15 I�,. EL=453.20 __ EL=452. / 7.0 x �' 60.00 TURN LANE PER SECTION I / r- EL=455.85 xwEL-460 I x ^,�-- �- EL=450.0 xEL= 5.9�. yl EL EL-98�B5 31-210 CITY CODE .452 1•'� �.�- /' % .20 EL=461.15 EL=449.3 J i i J EL=460.0 I I = 3.00 =4 2.80 I / T _ W����,��i- /EL= 448.2° L 60. Ip yI L=460 .,,%• I / /! „� / / EL=460.05\ 'EL=458.52 7 F.H. , \(/ �/' EL=j66'D L=460.50 ✓' j I I �EL=4441Y_7 E = 46.00 i � / �/ \ /\ � I I f E - 5235 �(�% / EL=iL-T-JI E x / \ I / =452 0 x \ / A / EL�.77% ^�/ EL= 4 % I, EL=452SC / rS R \�It ,I\J I / EL=45200 \ EL=,59.25 �/ / / / / JIJIII✓✓Illl"Ilrr� ''� =458.95 L=460.20 � \ EC =460 EL=475.0 ' 52.00 / EL=459 40 \\ ✓ EL- .55 �� lr ,\ % �1. 1 I I 'I /• \� EL=459.57-i- .� \ 7JIrylJ' Yli` 1� ELx 5,.40 / \ / �-' \ ®_ � � .r- -L- =451.40':-L=46 .00WL= a'6p5 EL -461.15 �EL=461.90\\�\\ -EL-452'X i< - `TMwsv � I /rY -..7C \�.GY J / • �, � N �� __=a5t. 2°0 =459.20 q \ \ i / EL=452.6° / ! - ._. -- - _ / E =4 =455.7 �\P w - � w 1 w -W _ w EL_ w452.40 t< 0- � __--, ^ _ � �- - � - . - - =459.30 I; r v I FIRE HYD w w w4 t. -w _w" jL{� /!�' - -1 - - E=4600 OC LEGAL DESCRIPTION: LOTS 7R, 9 AND 10 OF CHENAL VILLAGE ADDITION (INSTR. #95-73498: BOOK E, PAGE 504), TOTAL 8.1 ACRES, BEING PART OF THE SOUTH 1/2, NORTH 1/2 OF SECTION 21, TOWNSHIP 2 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS. PROPERTY BOUNDARY INFORMATION TAKEN FROM EXHIBIT DATED 6-19-98 BY WHITE-DATERS AND ASSOCIATES, INC LITTLE ROCK, ARKANSAS. EXISTING UTILITY INFORMATION (FROM ARKLA AND LITTLE ROCK WASTEWATER UTILITY COMPANIES) IS SHOWN APPROXIMATELY AND SHOULD BE FIELD VERIFIED. TOPOGRAPHIC CONTOURS TAKEN FROM CITY OF LITTLE ROCK AERIAL PHOTOGRAPHY, NOT FROM FIELD SURVEY. ESTIMATED EARTH QUANTITIES: CUT = 29,000± CUBIC YARDS FILL = 45,300± CUBIC YARDS IMPORTED MATERIAL = 16,300± CUBIC YARDS FINAL, FINISH GRADIN PLAN AND STORM DRAINAGE PLAN TO BE SUBMITTED PRIOR TO CONSTRUCTION (ROOF GRADING AND CLEARING). FINAL ROADWAY IMPROVEMENT PLANS, SECTIONS AND DETAILS TO BE SUBMITTED PRIOR TO CONSTRUCTION. (ROADWAY WIDENING INCLUDES RIGHT TURN LANE AND RAISING OF SAG CURVE AT DRAINAGE CROSSING). LEGEND - - - - - - ORIGINAL TOPOGRAPHIC CONTOURS PROPOSED FINISHED CONTOURS (MAX. SLOPE 1:2.5) PROPOSED RETAINING WALL -w -w -w -w - PROPOSED WATER LINE -s -s -s -s - PROPOSED SEWER LINE - - - - - - BUILDING SETBACK LIMITS (25') OPEN SPACE SETBACK (50') -w -w +-w -w - FIRE HYDRANT -s -s -&-5 -s - SEWER MANHOLE (SHEET 3A) BI I 8 NOTE: THIS WALL SECTION 3" TYPICAL 12" IS TYPICAL. DIMENSIONS SHOWN ON TABLE BELOW .:' FOR SECTIONS A -G. #4 @ 12" O.C. ..... 0)00000 oa FACE TO BE TEXTURED 00000000' ARCHITECTURAL SURFACE, IIIIIIIIIII�©® 000000000 SIMILAR TO GREENSTREET, #4 t INC. PATTERN NO. 304, )0000000, REVEAL DEPTH OF 3/4" 4_ 000 • SECTION 000:- 00'+ ocic'. 1" WEEP HOLE 3' A . °O GROUND COVER •'r' � o(MIN.00 e 0000 30 •: PLANTING SOIL an .--. 00 --- JO0. ©IIII�� #6 ® 18" O.C. v COMPACTED0000000 DIM 2 (See Table) AT 957 STANDARD '00000000 _©10® NATURAL EXISTING C BACKFILL AT 90% )000 SECTION 1�10� ySTANDARD 0000000 00. o PROCTOR OR o0( J 000.' •'.`., c SOLID NATURAL 000 000. UNDISTURBED SOIL o°o< v o°o°o 0 >00 Q oo ... 00< OU 000 i..' NOTE: SEE PLAN >000'( oo I _J , ! .. v VIEW FOR >00 j 00 ELEVATION o o � o o + ' LOA , 00 GRADES. 00 000, p 00( Doc . ., )00 Lu 00 nt• 00C = 000 •! )00 (n 00 - 00( Q 000'^ O ~ )00 >j 00 •',°' 0 0 0 Doo ) 0 0 00 0 '0'0'0' y 000000000 , #4 @ 12" O.C. ..... 0)00000 oa FACE TO BE TEXTURED 00000000' ARCHITECTURAL SURFACE, IIIIIIIIIII�©® 000000000 SIMILAR TO GREENSTREET, #4 @ 18" O.C. - 0000°0 INC. PATTERN NO. 304, )0000000, REVEAL DEPTH OF 3/4" 000 • 000:- 00'+ ocic'. 1" WEEP HOLE 3' ©0� )00 f0 OOC � 00, ' °O GROUND COVER DIM 3 (See Table) ° � BACKFILL e 0000 30 •: PLANTING SOIL an ►' • > - #4 ® 12" O.C. ©IIII�� #6 ® 18" O.C. •' • '' COMPACTED FILL DIM 2 (See Table) AT 957 STANDARD PROCTOR OR SOLID _©10® NATURAL EXISTING COMPACTED SOIL SECTION 1�10� RETAINING WALL #4 @ 12" O.C. ..... 0)00000 oa FACE TO BE TEXTURED 00000000' ARCHITECTURAL SURFACE, 000000000 SIMILAR TO GREENSTREET, #4 @ 18" O.C. - 0000°0 INC. PATTERN NO. 304, )0000000, REVEAL DEPTH OF 3/4" 000 • 000:- 00'+ ocic'. 1" WEEP HOLE 3' )00 f0 OOC � 00, ' °O GROUND COVER DIM 3 (See Table) ° BACKFILL 0000 30 •: PLANTING SOIL an ►' • > - #4 ® 12" O.C. s > #6 ® 18" O.C. •' • '' COMPACTED FILL DIM 2 (See Table) AT 957 STANDARD PROCTOR OR SOLID #4 x 30" ® 18" O.C. NATURAL EXISTING COMPACTED SOIL SECTION - VINE COVERED RETAINING WALL SCALE: 1 " = V-0" t SITE GRADING AND UTILITY PLAN SHEET 3 OF 4 AUTUMN PARK STORM L.L.C. LITTLE ROCK, ARKANSAS Designed by: TMJ nn GENESIS Project No.: 9863-1 ENVIRONMENTAL CONSULTING, INC. Checked by: CB Date: OCT. 1998 11400 West Baseline Road Drawn by: JK P Little Rock, AR 72209 Scale: 1 "=30'