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HomeMy WebLinkAboutMapsA BE lti Lat 4, Vil r P el v MORE RECTOR LE-AGUF BRAZO-S COUNTY, ) -artad for: C , : Sege & Corino Washington ...... Kerrville, TX - ,�8028 - - - - - - M . D . (D © N 0 . REVIEWED FOR COMPLIANCE FEB 19 1999 COLLt'uk o i ENGINq? 00 71 r aj 7YA w- - - - - - - - - - - - - - - - - - — ---- --- i iWflsp N I V ---------- --- u im C han es o 9 3 1 1:3 9/29 per ( l-tg J Cr qS fill hi ll Char)-je- per -- rz -- - ------------ Irlitiol 1 1F, Re'vl. Daie By v MORE RECTOR LE-AGUF BRAZO-S COUNTY, ) -artad for: C , : Sege & Corino Washington ...... Kerrville, TX - ,�8028 - - - - - - M . D . (D © N 0 . REVIEWED FOR COMPLIANCE FEB 19 1999 COLLt'uk o i ENGINq? 00 71 r aj 7YA w- - - - - - - - - - - - - - - - - - — ---- --- i iWflsp N I V u im o 9 3 1 1:3 ( l-tg J Cr qS fill hi ll rz 1 1F, v MORE RECTOR LE-AGUF BRAZO-S COUNTY, ) -artad for: C , : Sege & Corino Washington ...... Kerrville, TX - ,�8028 - - - - - - M . D . (D © N 0 . REVIEWED FOR COMPLIANCE FEB 19 1999 COLLt'uk o i ENGINq? 00 71 r aj 7YA w- 277.25 TP 1 SHOWN ON THE SECTION. GRADE FOLLOWS AS NEARLY AS 4,� 1 ;t k POSSIBLE THE NATURAL GROUND SURFACE WITH MINIMAL' V) DISTURBANCE, CUTTING NO MORE THAN NECESSARY TO n 97R F;7 8.75 ACHIEVE POSITIVE DRAINAGE THROUGHOUT THE LENGTH OF THE SWALE. IT IS NOT INTENDED TO ESTABLISH A UNIFORM 0 TC 277.81 GRADE THROUGHOUT THE LENGTH OF THE SWALE. THE co 2 t RESULTING FLOW LINE GRADES -WILL RANGE FROM 4% TO 1 7% WITH CALCULATED VELOCITIES -OF 2 TO 2.5 F.P. AT � C 277.0 0 100 YEAR EVENT RATES OF FLOW. 277 3 TC 2 4. STONE ATTENUATION PAD MIN. 6" THICK USING 0, Flume GIFFORD-HILL "BULL ROCK" 4' TO 6" CRUSHED (KOSSE QUARRY) OR EQUIVALENT. 076. .46 .0e 6 RAI NAG 7 NOTE 4 0 277.62 C 2 7.72 TC 277.6 100 Y EA r" FLOODIPLAIN rl R C 277,711 FLOODWAY,�, LINE TC 2 7.75 (FROM 1998 MA]Efk STUDY) R 278.0 C 2ATrD o V) 881 b Q o C 7.18 Proposed 1:� V) Restaurant JOHNNY CORIINO'S 6335 s.f. 05 F E F 27 8.8 0 �a '\ () 1a ' ' K A V" 7 4 TC, 278.5 a ` 'N� 40. 8. 3 1 1 1 %_j L_ I rl Lj I I V. .77 7 *7777' 7 -7 7 . 7 7 �.77 77:7.77� 77:77, 7 7-7777' -77 -7 :77 7 2. EROSION CONTROL FABRIC IS JUTE MAT, "POLYJUTE"; WFK - --- - --- ------- -- ---------- . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1 7. .......... ....... ......... .... ....... . . . . . . . . . . . . . . /G\ 0 vg OR APPROVED EQUIVALENT APPLIED AND ANCHORED AS PER 278.. TP C) )1/15 MANUFACTURER'S DIRECTIONS. Revisions per COCS N 11/06 S 4=6 0 SEW SEW 3. GRADING OF THE SWALE DOWNSTREAM OF THE STONE SE Revisions for Confrcc' Inn RR R 1 5� - M S PAIR IPA.- I R I I=S =3 S W S Ew SEW SEW SEW 10/16 PAD SHALL BE DONE IN THE FIELD, WITHIN THE LIMITS 0 TIC 278.60 TC 278.60 1110 Q 6 TC Z7Z.B4 - 277.25 TP 1 SHOWN ON THE SECTION. GRADE FOLLOWS AS NEARLY AS 4,� 1 ;t k POSSIBLE THE NATURAL GROUND SURFACE WITH MINIMAL' V) DISTURBANCE, CUTTING NO MORE THAN NECESSARY TO n 97R F;7 8.75 ACHIEVE POSITIVE DRAINAGE THROUGHOUT THE LENGTH OF THE SWALE. IT IS NOT INTENDED TO ESTABLISH A UNIFORM 0 TC 277.81 GRADE THROUGHOUT THE LENGTH OF THE SWALE. THE co 2 t RESULTING FLOW LINE GRADES -WILL RANGE FROM 4% TO 1 7% WITH CALCULATED VELOCITIES -OF 2 TO 2.5 F.P. AT � C 277.0 0 100 YEAR EVENT RATES OF FLOW. 277 3 TC 2 4. STONE ATTENUATION PAD MIN. 6" THICK USING 0, Flume GIFFORD-HILL "BULL ROCK" 4' TO 6" CRUSHED (KOSSE QUARRY) OR EQUIVALENT. 076. .46 .0e 6 RAI NAG 7 NOTE 4 0 277.62 C 2 7.72 TC 277.6 100 Y EA r" FLOODIPLAIN rl R C 277,711 FLOODWAY,�, LINE TC 2 7.75 (FROM 1998 MA]Efk STUDY) R 278.0 C 2ATrD o V) 881 b Q o C 7.18 Proposed 1:� V) Restaurant JOHNNY CORIINO'S 6335 s.f. 05 F E F 27 8.8 0 �a '\ () 1a ' ' K A V" 7 4 TC, 278.5 a ` 'N� 40. 8. 3 278.00 TP 277.9 TC 278 2 0 278.4 TC 278.40 278.31 277.75 TP .7, X ° Qo 277.79t�,� TC 278.40 277 3: cl) TC 278.50 R3 tj T om ? < T C , �7 0, 7C� 278.04 77.80 TP 77.50 TP 278.40 TC 0=0 0 Ln co co 0. 0 C 277119 Ljj 7. 15W 278.00 276.95 � 278.50 TC 78.46 0 ) 0 6 9b N. TC 278.3 j - Q K7 q 4 % �3 (S o 0 0 CY Sb /V1 CT) Cu 16 0 1 f'J k4 M 4 P 00 CD Standard C.O.C.S. gv 5 Winged Headwall CD 6 Overt 263.00 o r. cn 0 N� 0 N� (D 5' x5' BOX w2 tk 26%26" Gra Note) � 76.40 IL A 279.9 NG BL FF 2 80.42 278.50TC A0 278.50 TC + 278.50 TC 278.50 TC V) 1/2" PLATE 1/4x2x2 277), Tack or Angle 24' to angle at coi of each 1:.)'ecel, A N Z X X SECTION B-B N. DRAINAGE DEWAUL 278.50 TC REVIEWED FOR N. 277.30 TP 77.00 TP TC 277.70 277.15 276.85 TP TC 27 0 z 76.90 ,1, R Q O 275 TP Inve 264.839 J 276.50 L ODIf A_" 14 IN SEW SEW SEW CONAPLIAN CE FEB 19 1 999 LtC 277.80 r T Q o 0 277.33 NN +278*50 TC g T cy_ T 06,90 FENC E OL WF\ (See CE-2 NOTE: - ion Box Gratee I Junct Fo u r 'cili be Neencilh R-1878-A7G or approved equal, /H\ 02/09 WFK Revisions for Chancy } e /G\ 0 vg TC .278.14 278.. TP C) )1/15 WFK Revisions per COCS N 11/06 WFK Revisions for Confrcc' 10/16 WFK 0 /C\ 1110 Q WFK TC Z7Z.B4 9/15 WFK Modifications per DRB 8/26 WEK , *z 2 7.86 Date By Comment 0 IRR---' 76.90 R TC 27 .39 ,av G xj � ZZ 5 5 BOX ra 275. 0 TP tl - 0 e Note) & Inve 264.8 276.50 0 EROS 11,;J TC 76. ��­ r 0 D P LAN r O'N- Z Y Qv ' CO \ EROSION e e 278.00 TP 277.9 TC 278 2 0 278.4 TC 278.40 278.31 277.75 TP .7, X ° Qo 277.79t�,� TC 278.40 277 3: cl) TC 278.50 R3 tj T om ? < T C , �7 0, 7C� 278.04 77.80 TP 77.50 TP 278.40 TC 0=0 0 Ln co co 0. 0 C 277119 Ljj 7. 15W 278.00 276.95 � 278.50 TC 78.46 0 ) 0 6 9b N. TC 278.3 j - Q K7 q 4 % �3 (S o 0 0 CY Sb /V1 CT) Cu 16 0 1 f'J k4 M 4 P 00 CD Standard C.O.C.S. gv 5 Winged Headwall CD 6 Overt 263.00 o r. cn 0 N� 0 N� (D 5' x5' BOX w2 tk 26%26" Gra Note) � 76.40 IL A 279.9 NG BL FF 2 80.42 278.50TC A0 278.50 TC + 278.50 TC 278.50 TC V) 1/2" PLATE 1/4x2x2 277), Tack or Angle 24' to angle at coi of each 1:.)'ecel, A N Z X X SECTION B-B N. DRAINAGE DEWAUL 278.50 TC REVIEWED FOR N. 277.30 TP 77.00 TP TC 277.70 277.15 276.85 TP TC 27 0 z 76.90 ,1, R Q O 275 TP Inve 264.839 J 276.50 L ODIf A_" 14 IN SEW SEW SEW CONAPLIAN CE FEB 19 1 999 LtC 277.80 r T Q o 0 277.33 NN +278*50 TC g T cy_ T 06,90 FENC E OL WF\ (See CE-2 NOTE: - ion Box Gratee I Junct Fo u r 'cili be Neencilh R-1878-A7G or approved equal, /H\ 02/09 WFK Revisions for Chancy } e /G\ 02/03 WFK Revisions per COCS I I /F\ )1/15 WFK Revisions per COCS 11/06 WFK Revisions for Confrcc' 10/16 WFK C hanges for Bidder /C\ . 9/29 WFK Modifications per Sfafj 9/15 WFK Modifications per DRB 8/26 WEK INITIAL SUBMISSION Rev. Date By Comment COLD. 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