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HomeMy WebLinkAboutB17-0114_C-103_1501879560.pdf z S 1111W-11 .Eit 47 lb N4. Gra phic Scale ')-ieo 'e 0 5 10 20 0810 117 In Feet: 1" = 10' NOTES: 1) REFER TO GEOTECHNICAL REPORT AND SUPPLEMENTAL LETTER FOR VERIFICATION OF SLOPE STABILITY. 2) ALL GRADED AREAS (4000 SF) TO BE RESEEDED PER LANDSCAPE PLAN. ---___ 3) ALL GRADED AREAS TO BE SECURED WITH EROSION CONTROL BLANKETS (445 SY). . ss s 4) EROSION CONTROL BLANKETS SHALL BE ECB VERDYOL 5C32 BD OR APPROVED EQUAL. _ = 1 -- 3 , . 5) SILT FENCE IS TO BE INSTALLED PRIOR TO CONSTRUCTION AND REMOVED AFTER FINAL STABILIZATION OF REVEGETATION. , - 6) CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING/ MAINTAINING REVEGETAT/ON UNTIL - __ _ PROTECT EX. FINAL STABILIZATION IS ACHIEVED OR 2-YEAR WARRANTY EXPIRES. TREES 7) RIPRAP IS TO BE APPROVED, WELL-GRADED ON S/TE ANGULAR ROCKS ---_ -- - _ -- -- T - - �, - -- _ ---- -- - - - - - - - - - - - 8 , 5 • • TO cn GRADE'UNDER DECK -DIRECT DRAINAGE TO FRENCH DRAIN ------„_____, ___,, „ii,,,,,, _._____________ ., ., _ ,.. . „ ID-T ���� 911 �. __. , . ' s , _________________________________________________________________6::'-„::::: „, °semo ..... . ./ ,. ..... _.„ „,_ 8 --___.., ss, „..,„ !_3.00. �_ - <<_ ;CON ' 8 - , „ 5�5 SWALE 20% 1 Q_ WOOD DECK 4.. FG s 8513.0 ' N,06.5 O „ 1:22:\:\\\:\\:::-\\::::-11 40sem._ -�! - I1%16j� t‘ ,„--.51;1/AL -0---1. 7; -- O_ R� --06.711 �• HP FG ------------ ✓ `` 08.0 T i - INV._OUT --7-p �-, e_ BLPG HT-. __NOS EZFLOW BLDG HT. er� ��, O 06.2 �� c�? � 8528.48 , -- oo.o� 7" BUNDLE-,---3" P/PE 8536.21 o g5�� 50LF00.:�9 Bldg. Dept. Rev. 1, 6.26. 17 _ o. . , . ' \ ss°p 6� SWALE © 209 t ` � _ _ ° SWALE © 309' - 8505 O SIDES OF DITCH TO BE 8" NY OPLAS 2:1 SLOPE MAX. (TYP.J IO'. or' DRAINLINLET T B PRE-CAST -- RIM. 90.5 - NOTES. INV OUT. 86.2 CONCRETE BASIN - I I`` 7- 1) CATCH BASIN INLET GRATE A• FRAME TO BE DEFTER INLET PROTECTION FOUNDRY, INC. 2451 OR APPROVED EQUAL. �n 4,0110111S1--------- OW 5 - __41.6,414;; -_-__ �,. 10 LF EROSION_LOGS - 17 [1 o FL OWLINE ,_a\ �, 2.D tF OF DITCH A I I 2J FRAME & GRATE SHALL BE ASPHALT PAINT-DIPPED BY f BLDG HT. " A MANUFACTURER. I 90. 73- 6 HDPE ``� •�� , 1 •*-I I. 1. 1 c 3) PRECAST CONCRETE ADJUSTMENT RINGS (IF REQUIRED) 09 �� � ' �� 6------ asoo -- - - 8532 ® 2 �_ ,:'' 1 I i I SHALL BE GROUTED IN PLACE. .. _-___::_ii- F - ��� '--- - ---------------------------------------- L- L� - - - J N 4) PIPE ENDS ARE TO BE TRIMMED FLUSH CONC. WALK �r� I f .• �. A 7 IL f - - ON 27» WITH THE INTERIOR WALLS. It BLDG'H-T._ o " a _ ‘849;_r. li. 8523.05 - --- ° :6.1 O ° °� CENTERLINE BOX B _`, `''/T - % _�� A. __ o„ �„;_ 2441,g:•°9 ' :7.00 1,_' NY-LOPL-AST / o REFERENCE POINT ON N r `L' ._ 6„ R/SER 'RAIN INLET PLAN VIEW 0 STA../OFFSET PLAN SWALE © 209 ___H / iii 1111t4., - a_ (TAPERED) •(H 10 TRAF. RATED) gs. • • ... _ BLDG HT. �e z S _____ 8 51 .7.0. 40 to RIM. 856 /NV OUT 8.x.2 - - _ _ , , ......... „ v -- --- Bldg_ Det. Rev. 1-_526--17---- SEE PLAN VIEW FOR FLOWLINE OF GRADE TO GRATE, • 31.0 LF ;SFi GRADE TO GRATE, GRATE LOCATION AND ELEVATION ` I1_,___ 6" HDPE ��2:1 SLOPE2.1 SLOPE /, F-------....V 1 MAX. (TYP.) MAX. TYP. - Jis 2 BLDG HT w w•- w w _ .3<� ��� F ( J ® 15 - > >, w 8 - ss G co G- r -- 851 .46 - GROUT PIPE IN PLACE =---------------g4 - _ - ° ThNF t. X90` = :-- _AND TRIM PIPE AT h II _ Fo-q,� ska SFS _ _1 _ - PRE-CAST J I_ - �, ��/� INLET BOX SEE DETAIL)/ INSIDE EDGE OF INLET E € E OW E E E \ ( ) ---------- ----____ CONCRETE BASIN .11114 ` :2 7.00 0 _ _FFG 85 8 /� °�" r4�� ¢ �Q� 7:2;1:17N- VW: 21 28 i4 PRE-CAST lir 1y741.41-4- i1 - i. 2" CLEAR CONCRETE BASIN T• 80 01 s's -::I_M__:___8_ #4 BARS IN - - 12" O.C. _-----I » 5 LF --- , ' HT. c `S'0 em, - - ------___ - c EACH WAYcc, 4 HD - 8497.2% 2 GRAVEL 1y s FON ORAL: SHZ3 _ -- S HDPE ��.,y i a ` OUTLET PIPE SFS T. 78. ���/ ��_ _ - _ - -6 ---�'W /NV OU 5, PIPE SIZES, LOCATION -__ 240 LF RIPRAP �� = , CO SILT FENCE ����� OUTLET PROTECTION. a _�_ �_''- h 5„W, W &kei INVERT ELEVATION . �� AS SHOWN ON PLANS 54ii / = 50= 9 THICKNESS ; __,..., 11110111-'111111111111110�� 6 _6„W_ SF D 6" _ Q /SFS Ill, 1 _6 l co I1 l °�w b�, 6» » » 6 30 6 -- --- -- - ------- - -� _6"W�1�42 6 v ' - 10 EROSION LOGS ed 42" _r� N � lNLE1,�' PROTECTION XN ___ - 18HD ES - 1:; \__, 6 _-PEW/ F18 HDPE 59-------- - G» 4,x.5 LFSECTION B BI - SECT/ON A A STA.2f31.06 O/S 14.83 L5 .I _ G - - 475 ------------------------ _-- _ - __ ;\i I ,/,,'_,. -_______RIPRAP- 16 SF RIPRAP OUTLET PROTECTION: __6"W- o�W - _8 - - 6N 8 _n � OUTLET'Pf�OTECT/ON. 050=6", 9 THICKNESS _,6'W j_ G--- _,-8";S _ _ - �, ° ro II „S 8 - - / - W_ I 1 u7 O _8„S /NLET BOX DETA/L = , TH/ Ss - - _- 6 N Ge- . _8 - _ - _ SCALE. NTS =_ - _ ;', �i iso 6» �„ CK i, r0^ -Gam_ - , _ -��� 8470'•)., . _ ,6"W� G- 1- T8"S ---3"SID 1:, -'���.��� = - j � - - - t6"W E DOE I,___ G G __g" S- E�FO g /r! •�, . _ i• BIN - S- CO � y kale; - - COLUM - G_ T_8„ - _ �w o�E' �'� I .:_ha,. - �� (gsph./ _.- G - rn°', --8'S_ - - o�E _,..._ _ . ., ____ __ 2.,r -- s, ,,, L_ _7,-- --e,-'---- , ,, , , ‘, / O � �,� � Oji _ G-- ---8„y --- ______\- 0E rn o �i l G- 8„S_ - 1 1 F co /�ro --G'''• y�_ G_ � 111 E' o -_- G� /6• • G - - - y - -ice/ 1/ f • m° _ G---'G--- G^ ig\e ', _ - - biz LICE Esi ss v _-- G-- G - -'� /r° , *�! i�r �i I� y G---`G--- G - • - / 'SS ! + + CM 3 -. G-- _ _ - �/ ice/ i- J+ - / 6 f ■ 2. - - T ,/ 44 i 1 + ,, / •# # `'/2./17.# Y I 4. 03o # Revision Date ByCJob No. 2016 444 1 DRB Revisions 4/4/2017 AWA Drawn by: AWA 1 co 6SGM Bighorn Residence Bldg. Dept. Rev. 1 , 6.2 6.17 6/26/2017 AWA Grading, Drainage & 6/22/2017 Permit Set 1 18 West Sixth Street, Suite 200 Date: Glenwood Springs, co 81601 4367 Columbine Drive _N _ _ Erosion ControlPan QC: CL PE: CL of 9 970.945.1004 www.sgm-inc.com File: 4367ColumbineDr_BM