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HomeMy WebLinkAbout20190230 Ver 2_Sites 1 and 3 from R2582A_Permit Drawings 08032020_20200803 P Ir o Q. PROJECT REFERENCE NO. SHEET NO. IO J-1' R-2582A 5 m 1 In ) RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLETE PLANS SITE 1 O DO NOT USE FOR 2/W ACQUISITION PRELIMINARY PLANS 'I DO NOT USE FOI CONSTRUCTION o 06) w —Y2— POT Sta, f34,60 �bti �I CAROLYN N. BARDEN SPECIAL ERAL V-DITCII X CAROLYN -L- POT Sta. 38 7.00 WB 09-E- 190 SEE DETAIL N. BARDEN NN EST. 3 TONS CLASS B RIP RAP R z WB 09-E- 190 EST.10 S.Y.GEOTEXTILE FABRIC R EST.1 TONS CLASS B RIP RAP \ FALLOW EST.5 S.Y.GEOTEXTILE FABRIC R FILL IN SPECIAL LATERAL V-DITCH ail WETLAND TEMPORARY IMRA, TS PUE SEE DETAIL 1 P. E IE PUE PU PUE PU SURFACE WATER J C PUE �i� PUE v PUE _R e c111 WOODS Q _c W c_ _ _ c — — — - / 1' : ..,. I z z A GRADE TO DRAIN _ F _ _ �.� — I _ _ _F - - F-- F F::; ,w F — o_ -PIPE OUTLET CHANNEL — — — —F — — — — P �00 P PLACE RIP RAP ON BANKS ONLY > no `NSEE DETAIL 16 / a X \ omr, F z-H-x--I ^-) 0 0 0 '- ,,,,,(p r ;,- , ArAOPAE- 37 F ,- "� —L— FSS 37 66- e0"fI— — '��� 4' � gA 1 FSS 1 MP 2GI 26,\ a 7 € 414/f141rA Pr411 r v.=22.15' RED 18' R 1 I NC 46 24(BST REMO E — — — -- T FO - — _ / T T -—T ,- - -_ T - 2" PVC w- - T- -r PE`-- ` �___. AL, .0,-,�� T EU F FE '.EM 1,1 _ — C — — C IS" RCP C 5' K P— . RC=— REMOVE ®5 RCP 1 2•r �� : - V=123_06' - 15"RCP EIP i C ` NMI" w - - - �._ 6.7 �� 6.T C — — _ - - C�k � � � HW 2" PVC � — C WAVW� _ — C "%I R ^� �_.\ EIP n SPECIAL CUT V-DITCH R �` �I \ C - CAmy� ��� \ \ T D. RDY DITCH wNAR BACKSLOPE EMO VDC ' Q I Sta. 33+50 TO 36+00 RT SEE DETAIL 9 J i i� EST.S TONS CLASS B RIP RAP o I \ \ TREES\ND =E CROSS SECTIONS SHRUBS R *�4�� � EST.14 .Y.GE*TEXTILE FABRIC X CONC \VGA C SPECIAL LATERAL\V-DITCH \JERRY WRIGHT \\ TC ISBKD !, ` I a I -- \O\\ -q SEE\DETAIL 1 O� * \ �-1 0 \ DB 807 PG 934 R''''\ Rq//VF C3 * I II \ I \ - \ iF 0 1 \ PINEVPDITCH W. SRM 1 II 2'BASEPECI� LATERAL DIT H coNc \ /' {{1 �/ /v1PAOCTS IN SUORFACE WATER N [ETA OA SEE DETAIL 1 /i // 1 c N SEED IL 12 V RET�IN 0 o , s ��� m %\� �� F F DENOTES FILL IN �� � -� 3 JERRY WRIGHT II \ � , / DB 807 PG 934 S \\ WETLAND r o \ \ \ i i \ SECIAL LATERAE DI TAIL 1 �r ,,, 0 w 11 DE TE I PA T IN .�`NO S M C S N q�°qa'°3"w dA SURFACE WATER w \ d 60' 0' 60' co ._ \\ \ s _BEAT zS SCALE E PERMIT DRAWING \\\ Ub Llyr rk 3bb a,� WILLIAM R. GARNER SHEET 6 OF 53 1\\ I DB 519 Pc 415 I 0�m (=T IIX r,,,,,r \\ \ �. r-n I I rE N-E P o' V) PROJECT REFERENCE NO. SHEET NO. SAND RIDGE DEVELOPMENT ASSN, INC. R 2582A 9 m DRMI SHEET NO. RIP RAP DB 653 PG 552 DENOTES EXCAVATION EST. 2 TONS CLASS B RIP RAP Cn� ROAENGINERSIGN ENGINEER HYDRAULICS FABRIC IN WETLAND EST. 7 S.Y. GEOTEXTILE FABRIC -'.p4_ INCOMPLETE NO®lr PLE ll E PACQUI TION SPECIAL CUT V-DITCH -\- ERAL V-DITCH SEE DETAIL 26 CD PRELIMINARY N CONSTRUCTION L Ns 19 0 SITE 3 m I w ay MECHANIZED m CLEARING N -- - Poe ' A E A ATIOBI �v ��`e v 1,� .\ IN A TL4.N D _ / N Alli\ - - • �_ �-wu, _ _ � i �\\ tp '1 PU, ` wig �j g� \ ✓ . i ,�, 'UE - a� \ .��� _ O PUE , ..�.;,i. 1 PUE ��� PUE L- PUE PUE ,OVE M ,. < - - - C - - - C C, ') : /S C — C - - - C C C C - - 2� " 2GI = FS NVC9,59'— — —G— — G - - a I8" RCP ce 1 REMOVE _ —W� W— / S INV=IOO.3 i' �T `'�.L `-26 ,L� 26��R`' 600i�'+gfi" i4.f-b I�Zm?� ��m�63 'L60 qq 268g0. ,Ly0�5 26033 266° - 7 1 I __....... . M====lM===M 2 C 3 I1k,' G �� ��� i� i� anti I. �� ��' v v v v v I G ve / ' 1IAL CUT V-DITCH SPECIAL CUT V-DITCH 4 SEE DETAIL 26 SPECIAL CUT V-D T� V DETAIL 24 SEESD TAIL 24 4 ET, ///FAlite - f ...it _ N r �� t WOODS 0 � � t i � v' \ . eitir A F R \�� _ _ _ � � A PUE - �� ��, - �/ � � � c S TOE PROTECTION Q10 = 12.1 cfs ~ SITE 3 SEE DETAIL 28 LV10 = 4.8 fps E / C/ DENOTES FILLD IN l w c WETLAND o PERMIT DRAWING "' * * * * DENOTES MECHANIZED SHEET 15 OF 53 **** ** * CLEARING w 50' 0 50' C � .4„0SCALE P c 6. PROJECT REFERENCE NO. SHEET NO. I 'I�� REVISED 1rrr111 rrr111 R-2582A 85 NO 5 '' / OQ/O S//O/O ROADWAY ENGINEER SIGN HYDRAULICS ENGINv v ` INCOMPLETE PLANS SITE 1 cD C . DO NOT USE FOR i/W ACQUISITION PRELIMINARY PLANS * DO NOT USE FOR CONSTRUCTION C , �8 w -Y2- POT Sta. +34,60 cit..,‘ z Ln CAROLYN N. BARDEN SPECIAL ERAL V-DITCII X CAROLYN -L- POT Sta. .38 7.00 WB 09-E- 190 SEE DETAIL w 2 N. BARDEN \\ EST. 3 TONS CLASS B RIP RAP z WB 09-E- 190 EST.10 S.Y.GEOTEXTILE FABRIC Additional 20 linear ft. B EST.1 TONS CLASS B RIP RAP of bank stabilization FALLOW EST.5 S.Y.GEOTEXTILE FABRIC \\ WETLAND TEMPORARY IMRA TS r PUE IAL LATERAL V-DITPUE' ,, SEE DETAIL 1 CH � P� E SURFACE WATER I IE PUE PU PUE PU PUE To PUE - 4-� PUE R _ c le llL O O WOODS Q C W C C �� • GRADE TO DRAIN �F _ _ _F F .,ifil �-� - - i F _ _F _ — _ _ -'F — F — F ��o� PIPE OUTLET CHANNEL i P ` PLACE RIP RAP ON BANKS ONLY > Illi col NSEE DETAIL 1 k, , -r-Lw , r-- ... 1•4 1 -_ 7A_dAw oAjri F 6 -,p Ab-r . /Z I wr iip. i 7 _ \ 0 i At‘- <,)'\ / -— vvr\ Timm, Az.-_-;.=A- rw.. € sivra-W Vivejr.---AtirAlarArAllr. Ar Vf=22.I= — RED 1 \\\ 18" R ' I NC 46 24(BST REMO E — — — -....„-- T FO _ EO _ _ _ 7 T _ T'_ T W T — _T FO yam' T FO T FO T j _— — — C IS RCP - 15' LP— ' RCP REMOVE ®5 R PC I k�4'=� 1' ; '►a� V=123_06_ 15"RCP M EM• 'Er E6.7 ' N •7 IP C — —C _ _ _� _ - C�� ' �r� ji HW 0 12" PVC -.it w C — —� o a7ii- C * vst 1 -. SPECIAL CUT V-DITCH �� C C © \ \ I SEE DETAIL 9 D. RDY DITCH wNAR BACKSLOPE EMOVE ,-------..SPECIAL T V-DITCFICOy :`� \ ' Q \ \\ .- Sta. 33+50 TO 36+00 RT TREES ND"" DETAIL 9 �17`-- BEST.5 TONS GLASS B RIP RAP I o I \ \ 11 :E CROSS SECTIONS SHRUBS NFat��,�� \ ` , A EST.14A.Y.GEOTEXTILE FABRIC w CONC \�\ I SPECIAL LATERA V-DITCH JERRY WRIGHT \ TC 0 ISBKD * ►�� , \ I a I —� \\CO\\ -o SEE\DETAIL 1 /DB 807 PG 934 -ti� 0 * \ PINE \ 00 II o 000 \I \,\ `', -n �����QQ 3 1 \ VP ITCH W. SRM 1\ eQ r BAS PECIA� LATERAL DIT H covc \ \ CA {{1 �/ IMPACTS IN SURFACE WATER N , SEE DETAIL 1 /i // \ N SEED IL 12 V RET�IN r L� cn �� \� •.# DENOTES FILL IN '' I�, I --1-------( I \ JERRY WRIGHT II \\\ � �� F F WETLAND 1 DB 807 PG 934 S i 1 ill \ S ECIAL LATERAL V-DITCH _,\1 \ SEE DETAIL 1 E q7°4a DENOTES IMPACTS IN ��` Ill Qiiiill. ° N 43, dA\ ,. * / SURFACE WATER o3' LE ._ \� ` s BEAT zS SCALE PERMIT DRAWING \\\ AN Ub 41 ( ru 3bb - WILLIAM R. GARNER SHEET 6 OF 53 I DB 519 PG 415 I AP0-0a FT IIX ,�,, \ �'. rn I I E E P 6 'J) PROJECT REFERENCE NO. SHEET NO. I SAND RIDGE DEVELOPMENT ASSN, INC. R-2582A 9 w RW SHEET NO. RIP RAP DB 653 PG 552 DENOTES EXCAVATION - EST. 2 TONS CLASS B RIP RAP C� ROADWAY DE ENGINERSIGN HYDRAULIC ENGINEERS FABRIC IN WETLAND EST. 7 S.Y. GEOTEXTILE FABRIC -.per IIDO.OTMusll'OEllEw APe.L.AITION '\ SPECIAL CUT V-DITCH ERAL V-DITCH SEE DETAIL 26 PRELIMINARY NAM EN:Y PLANS 19 0 / / SITE 3 - - MECHANIZED m CLEARING REVISED I I 08/03/2020 I Itili OFii IN A ETL, N D \ /� —� 4 - - I_ --WLB CAl -y w�B _ al N \ i 44 4111‘ Pu4. UE z \ � �'sP � � — _ _ _ O PUE, -1 ^1 1 kJE //� a>� PUE ay PUE PUE OVE -- _ -,�.- �Mvir _ ,;ice, .— —_7-..--- . - - - - - - -�, /� - - - — _. - - ---� — ♦f- - V — -1.— . -'V. 7. .71,.._-W- -1.- -� - - _ - - - - _1- ww- a `• 2 GI boo\ — — — — — — 2° FS INV=69.59' -- _G - - - a I8" RCP ce 1 \ REMOVE s? w W P / / 1 INV=100.3,' 7 2G032 �e) m,k�S 60° '' V'2A411 Zm,2� �nm�63 26cP.0 q°+ ;6aga 268�5 26833 2660,E ,r4?il,;,IDETAIL IAL CUT V-DITCH SPECIAL CUT V-DITCH SEE DETAIL 26 SPECIAL CUT V-D T•WiPSRM 24 ,_,, SEE DETAIL 24 . 4 _...t \ . „ _„,,,,,,,,,,,_ 44 -- w ;01 w ...st a r / A �� WOODS Lc) -__ ----0111 ,A I N ' ft.' Air A !\ � PUE -� I \ c v_ _ 4 c „� TOE PROTECTION Q10 = 12.1 cfs SITE 3 SEE DETAIL 28 V10 = 4.8 fps E DENOTES FILL IN , w �� / WETLAND PERMIT DRAWING Additional Toe Protection w * * * * DENOTES MECHANIZED SHEET 15 OF 53 * * * * CLEARING \i 130 linear feet 50 o Additional 4,085 Sq.Ft. ••••• °'J" o SCALE rs�=a Temp. Fill in Wetlands E