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HomeMy WebLinkAboutGrading Plan 031924FES 1 RESHEET--- -- _ 2g9 3g' RIM:286.43 REAS PER FER � pf Cq -Cq =-===_--___- -- ---- __ _ 2 _ - 2�b ,2&FES-3 h--- -- DR-2 DETAIL SHEET 12- --- --- ----- GENERAL CONSTRUCTION p :3 r - ---- --- ----- - INV-- ---- ----.r R/M:285.B8 -Zg3'J FES-5 DUT.•283.55 36" X 23" RCAP --- ,'----------- , 1 x -= -- -- � RCAPg ___ INV- 278.75 44" X 27" RCAP ozr V 0------ --- ------- ------------- _ _ 74' 36" X 23 RCAP®0.75i _!NV IN. -----X ---_-- --- --_--- -- t INV. 278.40 44" X 27" RGAP ®. M � 0� - - - ----- - ------- - - - -- - ' 12 DIP WATER LINE 0� " r23 __ - -- ___ - ----- - -- ------ a c 283.00 36 ,. p 8 w w b3 = �- -- - _ __ -------- --- -- ---- --- __---_-_-_-____ _ ------------ _ ______________--- A. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR DAMAGES d a' w - FEs-2 j - ----- - - -- - - - -- -------------- _ -- - -- - -- OF THIS �/ ---- - ,_ - R1M:286.43 74 36" X 23" RCAP®0.75% - �� nj - -- - _ -- __ - 70 44 X _ _ _ ___\ OCCURRING TO ANY PROPERTY DURING THE CONSTRUCTION IX E U) --- - -- - --- - -- INV OUT.•283.56-36" X 23" RCAP`1/ ' _ .. I FES-4 y _ od °� -- - _ ? 1- __--`\`__-, PROJECT. SAID CONTRACTOR SHALL TAKE ALL NECESSARY p 7" RCAP®D.509 RIM:285.88 - 71'-44 X 27" RCAP®o.\oq '\ y PRECAUTIONS TO PREVENT PROPERTY DAMAGE. W a, \ _ - 11 - _ - _ w INV 1N283.00 36" X 23" RCAP / � \ \M � O '0 1 I -- FES-6 '� a \ B. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, I -. \ ly F FO ---t ----- -290 REFER TO SHEET 6 INV. 278.75 44" X 27" RCAP/ THE CONTRACTOR WILL SOLELY AND COMPLETELY BE RESPONSIBLE FOR MW _ --♦ \ SDMH-13 \ AS PER ARDOT SDt4H-17 \A X \A A � \ op OI Q RlM:292.76 DR-2 DETAIL SHEET 12 R/M:288.96, ` - SDMH-3 cV CONDITIONS OF THE JOB SITE, INCLUDING SAFETY WORK. THIS REQU/REM I c 9� ,.♦ _ ` INV ouT.•za7.18-18" ADS I \ INV IN.284.83-18" ADS 285_ RIM:Z8s.85 \ - FEs-8 WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORK Z Z - INV HOURS. _ _ \�\ `\ 1 \\i �� � ' ,� �`♦ ----- � -_ O� T.284.43-24 - 4 AD -- ----- ♦♦ I / N•28370 24" ADS 27a.40 44" X 27" RCA I � a �. \ � I INV DUT.•283 70 2 S _ `\\\ i � Z r / 29- -- INV !N• 110'-24" ADS® \ � W _ INV DU AOS 0.6sq 286 ` \ \\ \`\ u C. ALL SITE AND UTILITY IMPROVEMENTS SHALL BE CONSTRUCTED 1N ACCORDAN w m I / - - ---- THE LATEST REVISION TO THE CAW STANDARD SPECIFICATIONS. z rn W 1 'f /' i \ Old `I u ' ` `\ O ® ``\ ♦\ ` I 29J `.. i 1 O \ n `♦ �� - , 1\ 1 ,�, `,♦ ♦\ 1 C W D. THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACE CIt __ Ji ,i \ \ ( \� ♦ I,' i' '� \ \ \ \ ® I / miry \ SDMH-2 ♦ 1 \ H RIM:287.52 `, \ 1 STRUCTURES, PIPES, POWER GAS, PHONE, SERVICE CONNECTIONS, ETC. W a � ♦ --- (-2 \ ._ JB-t ' i vo !NV /N:283.20-24" ADS i ' ARE SHOWN ON THE DESIGN DRAWINGS. THE CONTRACTOR SHALL BE 2 - 4 . , 24" ADS BOX, _ 24" ADS BOX ®o INV OUT..283.10-24" ADs_____ -' '; RESPONSIBLE FOR DETERM/NING THE EXACT LOCATION OF THE jIq `\ \\ ,/'i 11 \ ,\ ,`-- ^. / / / RIM:291.67 ` -- _. h `\ I,RlM:290.15 ! 1 r I r ' ' O 1 11 1 .' ; ; % INV /N:285.64-12" ADs I !NV /N-285.87-12" ADS s �--285 AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. 1, 1 ' i - \ \__ ,' --,\ \ ..,, �`\ .�\(, ,\ `♦ INV OUT.286.64-12" ADS' 1 - ^ \ \ 11 11 / i, 28> - - - - / 0) 7T-12' AD_S®1. D09 d INV /N:285.87-12" ADS 28'-24" ADS®0.72% > - - \ \ \ , E. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH, AND FF 295.00 L L , \ , i 1 INV OUT.285.87 15" ADS • - _----- > � � 1 1 1 OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION i I i i - - - OPERATIONS. DISPOSAL WILL BE /N ACCORDANCE WITH ALL LOCAL, STATE N I I I 't,,` ♦_ I , , '� M 1 1 / -- / , / , 1 ♦- 1 .' •- ,,-' : , _ �,, , ,, _ �- I ( AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. 1 1 � LLLLLLL 1 r � , i OL F. ,, (' PRIOR TO INSTALLATION OF ANY UTILITIES, THE CONTRACTOR /S TO °' L " - i I EXCAVATE VERIFY AND CALCULATE ALL CROSSINGS AND INFORM ANY AN p\\I\Illlllll/q// �' I n FEs-9 ALL UTILITIES OF ANY CONFLICTS PRIOR TO CONSTRUCTION. \� pR,.••• •• ,N �ii�� l ry FF 295.50 / i i : , i r -- -'' O R/M:285.23 h� ti1\6 R' ♦ L SDMH-8 I N ; INV IN:282.90-24" ADS G. CONSTRUCTION SHALL NOT START ON ANY WATER UTILITY TIE-INS UNTIL ; J a z - RIM:29>.16 I ♦ = Q: v ^ " H : Z = rn a \ APPROVAL /S GIVEN BY CAW. SAID CONTRACTOR -,�; o s� 1 1 1 I ♦ INV OUT.•288.74-18" ADS ` / / r - a= � 1 / I SHALL NOT OPERATE ANY VALVE, HYDRANT OR WATER UTILITY APPURTEN N(�o i � w z : Y; a T • / NOR SHALL HE ATTACH TO OR TAP ANY WATER UTILITY MAIN WITHOUT ' v>'• � c l NC F -------------, ♦, r `.. C.F. . ---- '- ' 1 � I E CONSTRUCTION. �� \\ � \ IL I N A APPROVAL THE CONTRACTOR SHALL BEAR THE COST AND CONSEQUENCE O ��i,�aj� ••....•�.� D E 1 I / _ ; ` ♦\ I R QU/RED VOLUME: 49433 ANY DISRUPTION OF UTILITY OPERATION CAUSED BY C 1 `♦ �♦ '�♦ / r I I 1 87565 C.F. VOL ME.• SDMH-12 --` 7.. `. ,\ MAX S dT E. 47993 44 H. FIBER OPTIC CABLE ON AND/OR ADJACENT TO THIS SITE WERE NOT LOCATE o r BY THE SURVEY AND ARE NOT SHOWN. IT 1S THE RESPONSIBILITY OF THE RIM:295.20 SDMH-11 ♦� \ `\ K'l INV OUT•290.55-18" ADS 2•g - R/M293.73 ; `� - - --.__ \� n ` a ,I i I f _ CONTRACTOR TO LOCATE ANY FIBER OPTIC CABLES ASSOCIATED WITH THl \♦ , `, 295.25 TP INV INr288.98-18" ADS\ `, \ _ -' ; --_♦ I ', \ SITE AND TAKE ALL NECESSARY AN REQUIRED PRECAUTIONS TO PROTE `\ ` • INV OUT.•288_.98-18" ADS ` r _ \ I D Q I - - ANY EXISTING FIBER OPTIC CABLES. CONTRACTORS SHALL COORDINATE AL ,'' � ♦\ `\18 O% ® \\ / i � ♦` . REPRESENTATIVE.WITH OWNER OF FIBER OPTIC CABLES OR THEIR DESIGNATED Q O ` ♦ _ _ v, _ v ` ♦ I I FES 11 I o ♦ ♦ .,..:. .- , � 1 I INV: 282.0I 15" ADS _- �\ \ ___ - " _ _ ��� ° \`� `♦♦ �� i `♦ ❑ I I ` " � I i \\ I. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING 'ONECALL" SERVICE - SDMH-31 ` \ r \ - FF 291J5 N \ � I - D 09 TO MARK ALL UTILITIES PRIOR TO ANY DEMOLITION, EARTHWORK, OR UTILI � r� ----- - RIM:294.88` 36I' 15" ADS® .5 e �J Q -- `-- - --------- INV /N:288.41-18" ADs `\ \ ; WORK ON THIS SITE. ` !NV DUT.288.41-18 ADS i SPl LWAY STRUCTURE U Q `\ - UTILITIES RICHARDSON ENGINEER/ PLLC \ _ © \ \ _ \\ \\ \ � `♦ i REI R TO SHEET 9 ` ENGINEER � � � � Q ENGINEERING, v .\ FES-12 ADDRESS: 325 W.SOUTH ST. �Ll 1 I L L L L L LL \ \ ' `♦ INV. 281.82 15" ADS v BENTON, AR. 72015 --------- • ♦\ SEWER: PHONE NO. 501 315-7225 ? U L L L L L L, I_ t -�- SDMH-7 d _ C) - - -� ATE SANITARY R1M291 16 �,i � LITTLE ROCK WATER \ RE LA/MATION PROJECT RICHARDSON,NP.E.Vf Q lNv /N:28765-18" ADS 1 1 CLEARWATER DR. �1 Q ' / \\ ♦` `♦ ♦\ ♦ INV /N:28765-18" ADS \, \ 11 1 1 L 72204 \-_____, , - (p ` r ♦ INV OUT28Z25-24" ADS, \ 1 - '' I r �I - -•. 02 '�♦ cw`.♦ ©` �♦ _ I n. \\ 11 11 /' 1 i i \♦♦OC SURVEYOR UQ J RASBURRY SURVEYING LLC I� \ ., ♦ �� \ , : \ /b \ SDMH-4 302.00 TW _ _ ? ^ \ \ �Y ,-' R/M:287.81 CA WATER: SOUTH STREET Q 308 W. EE i� m - \ \ ``\ \ INV /N:283.02-30" ADS 22� E. CAPITOL AVE BENTON, AR 72015 J / \ , -� FF 297.75 N ` n ` - V ` NV /N:283.50-18" ADS 501 860-6893 ,� , 298.00 BW- \ \ ` L 72202 i ) p 'i. `\ ♦\ . .\ \\\\ \F_ \\ \ \\ \\ \\ \\ \-- \` , INV IIUT.•283.0I -30" ADS 501-3 2-5 61R ♦ O \ \ I -- ------ - •, `. N I ELECTRIC. DEVELOPERS / - ENTERGY RDI-DOOR STORAGE -___ `, • L 9 ENTERY CT. 904 SCHOFIELD LANE 298,50 BW o ` �\ hN l 211 FARMINGTON NM 87401 4 LITTLE ROCK AR 72 304.00 TW \ rn "\ N \ \ 24" ADS BOX \ $ , w 0 N r f ES- t 0 I, x. h 1-800-368-3749 JB_3 v a \v ry N R/M:290.17 �3 N \ \ -� 2 i i \ INV OUT.•288. 10-12" ADS m pm % �', - m m p 9 4" ADS BOX i ° R/M:285.06 NATURAL GAS: w o � R/M:291.65 INV /N:282.90-30" ADS \ SUMMIT OWNER OF RECORD _ - _ .♦♦ ♦♦\ \\ \\ •\ ♦ ,�, o\ �, `� " ADS \ o N 400 WEST CAPITOL RED1-DOOR STORAGE INV DUT.•289.02-12 } I _ ---- \ ;o N i ♦ �- LITTLE ROCK, ARKANSAS 904 SCHOFIELD LANE O \\ \ 888-498-0409 ' 306. D0 7W 299.00 BW , _, `.\ `\ `\ \\ \ p� ;,,o p� 0 rn \ �'' \ N \ `\ r r I \ 0% • _ J; , _ _ FARMINGTON, MN 87401 Z Co SOURCE OF TITLE: 2023008436 �u Z j i v♦ ♦`� w o� i9 vv N V 'v '1 'v vv � v v♦ / i 11 v N vv vv �'. 1 e p,Ds®1 ` 290 LLISDMH-5 m \ i , EFER TO SHEET 12 298.5I ♦ v v 1 v 1 1 v RIM:4" ADS ` ,� `' 292 I v v RETAINING WALL_ - SDMH-5A R/M:288.41 ♦ L Z 3Ly \W CONCRETE FLUME 1 INV /N:286.27-24" ADS 295 R/M:289.67 rn �_ INV lN:283.81-24" ADS J ✓ t/I, -- _ ` `� •\ 1 i 11 i INV OUT•286.27-24" ADS WV IN:284.41-24" ADS INV OUT.•283.41-30" ADS i 293, \\ O I INV OUT.•284.41-24" ADS I \ ` SDMH-14 i - - 301.98 TW --J-- 1 \ 2g I r J � � .63 30 v v _ r vv INV IN 290. , I ' ( \ v ♦ ' _-., i v v ` Iv INV IN:290.00-18"ADS ' v 1 riv ` v A `, `v `♦ ` >7 vv A--- , v A vv v vv 2g ` IN OUT.290.00-18" ADS `v j 1 +fir I 305 ♦ v `v vv vv A vv ♦♦v v v `v vv vvi `v vv `v vv v` 'v vv '♦ ♦ I 1 i i � ♦v I 1 \ I III \ 1 ♦ \\ \ \\ `` ♦` ` ♦♦ \ ` \ I ♦ 1 I I 1 III 1 Av I f ♦ v \ ♦ ♦♦ vv v `v A { ♦ / ,/ , 1 I I \ I I I I ,♦ I `♦ t:: `\ rn \ `♦ h `\ \ I I \ \ I I I 1 \ \ \ \ ♦ � . . N \ \ \ � �,,• co \ I 1 i , ( \\ \♦ .♦ n \\ \ \ � � � I '---' , ' 100 YEAR FLOOD ^-r. ` ,I i I �` ` �� ` '`Nv N ♦ I ZONE A4 I� I I� i I I I I • �`♦ . �.♦ A V A _ 1 r I r n FF 299.25 I FF 297.75 rn In ' \ \ 1 N \ (ij \ \ \ \ \ Q ♦ 1 1 Co I 11 `\ `\ \ 1 I 1 1 V V A 1 A ♦♦ 1 V , I ) I I i Y SDMH-15 RIM:294.92 v\ INV OUT.291.35-18"ADS ( \ `♦ GRAPHIC SCALE ^�°� ` 0 30 60 90 I`-`'' �0I / 294 i vv I $� �, ( IN FEET i / ' / ' i " �' '' i / ' ` / / /' II\ III 11 "� �' I'287,♦ ,'_ _ti i `y 0 C�j Cl) v v O 0 0 0 .p z tl4 O CN O O i s No In o a II V w � u N o L 1 inch = 30 ft. , /' / , , / �, i , / ' 1 ,1 - e�� w