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HomeMy WebLinkAboutB17-0066_C104GRADIN_1498500428.pdf IP IS ri 0. ipb PROPOSED BUILDING , leco'O- RE:ARCH FOR DETAILS TOP OF FOUNDATION OR 06n6n7 - 6' - - 4'� BOTTOM OF BUILDING SIDING LEVEL 3 FFE RE:ARCH. —1 '-8" EXISTING GRADE —Ill �" z N Z 2% �2 sq VARIES, EXPOSED FOUNDATION WALL �I Q MIN. tti � w 0.5 MIN. ` I zZ cC zo REAR PATIO, RE:ARCH. FOR a ,, D PATIO MATERIAL DETAILS 2 ° a o FINISHED GRADE, RE:C100-C102, TYP. o o �, cc 0 � ooa *NOTE: ALL NON-PAVED EXTERIOR GRADE SHALL SLOPE AWAY FROM THE o Lo 2 LENGTH VARIES LENGTH VARIES, 5' MIN.— STRUCTURE AT A MIN OF 10% FOR 5 FEET AND SHALL BE A MIN. OF 0.5' LL z L - 10' - BELOW TOP OF FOUNDATION/BOTTOM OF SIDING. ,-1 a ci cc 2% MAX SLOPE FINISHED GRADE AT BUILDING DETAIL APPLIES FOR FULL NOT TO SCALE z ASPHALT RE:GRADING PLANEWAY,FOR WIDTH OF DRIVEWAY /��op REGjST= � DRIVEWAY SLOPES LEVEL 1 FFE SLOPE VARIES (1% MIN/2% MAX) RE:GRADING PLAN C100-C102 1��:_).. RK iGF��$ D v • 32753 D'• % MAX' °� Wilii�/�� APR. 26, 2017; SLOP VARIES ���� 4k ii .L'L 1�! 1�, Z E CENTERUN��������• ALIGN RIDGE IN ASPHALT WITH _!!(-. 10 p ��������j:•••••••• EDGE OF ENTRANCE PATIO =- /4NAL wig' U MAX• SLOPE VARIES .... DRIVE CENTER��NE ���� PROVIDE MIN. 10:1 SLOPES AWAY � �,�����•• SLOPE MAY EXCEED 9.0% MAX. GRADE FROM BUILDING AT REAR OF 0 coli0100°°°°° AT THE EDGE OF THE DRIVEWAYS BUILDING, TYP. 1 SLOPE MAY EXCEED 8.0% MAX. REAR PATIO, TYP. GRADE AT THE EDGE OF THE L iZ �z CONC. DRAIN PAN DRIVEWAYS N N N OR ROLL CURB J PROPOSED TYPICAL GRADING AT FRONT AND BACK OF BUILDING ,,MON1 �01� Q NOT TO SCALE PROPOSED BUILDING, ~ PROVIDE MIN. 1OM RE:C100-C102 FOR BUILDING J Z H SLOPES AWAY FROM C� BUILDING ALONG SIDES GARAGE FINISH FLOOR ELEVATIONS — W Z J OF THE BUILDING, TYP. "•L - W .Z „10:1 10:1 O W 0_ 0 MIN. MIN. r/ O o RE:C100-C102 FOR Z X J Z DRIVEWAY SLOPES AND�a ` ` ` > X W 0 SLOPE BETWEEN BUILDING > z > < SELECTED GUARDRAIL SHALL MEET THE REQUIREMENTS AND ROAD, TYP. 0 W OF CDOT GUARDRAIL TYPE 3 W-BEAM PER CDOT 1 5 0 CD STANDARD PLAN NO. M-606-1 AND SHALL HAVE G ANCHOR BLOCKS AT EACH END OF GUARDRAIL FINISHED GRADE AT BUILDING DETAIL Q 3.0' MAX. -- 4.0' MIN. --2.0' MIN. NOT TO SCALEI 75„ 0 3_ PROPOSED Co GRADE, N HIGH ROAD RE:GRADING PLAN „5% TOP OF BOULDER WALL, - E Q a a a a RE:GRADING PLAN s`oP ° /, 5' CRUSHER FINES PATH 0 m m m m m 3:1 111-111-111-h 1.0' 11-111-111 _ a °d . d • • • _ • •_ III III III III III •••••••••••••••••••••• �- � �- � �- - imnl :111=1141101411 - 1= 1 -I 1= 1= 1. � =-� r���� _ , N N N N N MIN. WALL BATTER 1:6, -1,� -I -111-1'11-1‘11— III III 1 TYP. - -6 -12" OF TOPSOIL T - - - - - -�-�-�-�-�-�-�-_-_- =111-- o o - co H - INSTALLED ON -I 11 1- 11- 11-1 1 1-i 11- i 1T11T11T1� 1 III- TOP OF - - GR,)1/41),,--1.(,),- ,,--,,,--,,,--,,,--,,,-- DE TO START 0.1 BELOW _= - - - - -II IIIIIIIIIII _ i i — DRAINAGE COURSE _ -TOP BACK OF CURB, TYP. 6" MIN. �2% •-.•_.• - -.. _= I1= I1= I1= I1= I1=11I- r+ - . . : II-IIII�II�ITII IIS ITII�II�II IITII�II�I��i 0 0 0 0 0 N e"' 111-111-11-111- / - - I- I- 1- I- I-1 I I I I-1 -1 =1 =1 =1 =1 =1 -.-.-....-.0-‘0,w4. � � � � k -I I- 1 _I 1 Li x 6 \/ FILL VOIDS BETWEEN = = =111= = =111=111=111= = = = = = = = - -III-1 0o o= e,�=�=�=�=�= =�=�=�=�=�=�=�=�=�=��IIII I-IIIIII-IIII11-111111111111 I J Q 1EV ' LARGER BOULDERS _ I - 1-I 11-1 I III III III III III I-1-1-1-1-1-1' I III-III=11111 �� ���11•����i—P—MI�i da' '11=791F F=TFM=T M=T III-111=-111-III=III=III- > ' = -8'X6'X 12' LONG POST WITH = = = = = =_ =111=111=1- -- - _ _ _ _ _ _ _ = III-III=III =1 1=III=1 1=III III=III=III=III=III-III-III-I FINISHED GRADE, a zp _ W/ CLINKERS, TYP. - - _ = I_I II_I I_I II_I I_I I_I _111 -111111 -111_ _ - _I I_I I_I I_I I_II I_I I- -111_III_III_III_III_111_111_1 I_I -I I_I -111_1 -111_1 - FINISHED GRADE AT WALL, o / ��=' -` - - - - _ - =III=III=III=III=III=III=111-III=111=III=III=III=1 -III=III=III=III=1 =III=III=III=III=III=111=1 111=III=III=III=III=III=III-III=III=III=III=III=III=III=III= o _ 1:• - 110 EMBEDMENT DEPTH - - - - - TYP., REGRADING Do l= � r.N..k. - - - = _ _ _ _ 1I 1 I-1I-1 I-1I I-1 I-111-111-1I= I-111-111-1 -111-1 I1-1I-1 -1 -III-1I I-1 -1I-1I-111-1I-1 =1I I-111-1I-111-NEWL=1I 1 11-1I-1I-1I-1I-1I-111= REGRADING PLAN • • • — 1=11•1-111-111-� - I I1-1I-111-11 I-11I-111-11 I-111-111- -III-111-1I-111-1I III-1I-111-1I-111-1I-111-111- I-111-1I-111-1I-111-1I-111-1I-111-1I-111-1I-11 w �, .` HI f III- = = = = = - -III-III- - - _ _ _ -1 -11 1-1 I- -1 -1 -1 -1 -1111_111_111_111_111_111_111_111_111 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 PLAN _ ' '�:-•7 _11111_111_111_111_111_ I1 ,1111-111-111=M-1 -1 1-III-I I-III-III -I I-III-I I-III-1 1-I 1-1 1-1 1 1 111-III-1 1-III-I I-III-I I-III-I I-III-I I 1- Q cn :� -v_r, III-111111I = I I —I I =111=1 =11 =1 1=I 1=111= 11= I I— I I— 11= 11= 3.0' MAX. VARIES, 6.5' MIN. ,;, _________ —— -IT-1I-III III-III-III-III-III I-III-III-III-III-III-III-III-III-IIII -IIIIIIIIIIIIIIIIIIIIIIIII I1=1I-iii z J ,� = = = = = = = = = = = = --III=I =1 T 1=1 T 1=1 T 1=1 T 1=1 T I- l=1 T 1=1 1=1 T 1=1 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1= =1 T 1=1 T 1=1 T 1=1 T 1=1 T 1=1 1=1 T 1=1 1=I o Q 7N------- DRAINAGE COUR IDTH MIN.E =111 = oo= — — — — -111=111=111= — — = III; WEED BARRIER BETWEEN AGGREGATE AND I, 11 11 11�IIIIII IIIII�IIIII IIIII�,,111=111=1�1=1�1�� i lliw1- 1=111411 i1I11111�Ililllliiil�I���II1=111 0 , O PROPOSED GRADE, �;•. WRAPPED IN MIRAFI III III I SUBGRADE, RE:LANDSCAPE FOR TYPE il-III-III- RE:GRADING PLAN =11 —I I� —I —I —I —I —111-111-111— I— I— I— co >o p m 77j , • ,r-140N FILTER FABRIC, 1 1 1 1 1 1 1 III III I I I I I' - z �' =111=1 H- - OR EQUAL =I I 1=11 -11 -11 -11 -11 -111-111-111- I- I- I. COMPACT AGGREGATE TO 95% OF MODIFIED PROCTOR COMPACT SUBGRADE TO 95% OF STANDARD PROCTOR w o o I TOP OF BOULDER WALL, SCOPE •.' II III 111 111 III i1 I I I I I I I I III III I I I = MAXIMUM DRY DENSITY ACCORDING TO ASTM D-1557. MAXIMUM DRY DENSITY ACCORDING TO ASTM D-698 > o o a > w RE:GRADING PLAN 3: =111-111-111 _,•_• 4" PERFORATED RIGID -111-11 -11 -11 -11 -11 -11 -111-111-111- 11- 11= o 1II - � III IIIscH.ao PVC PIPE W/ 1% I I I I I I I III III I I COMPACT TO NO LESS THAN 6 THICK SECTION WITHIN 0% TO 2% OF OPTIMUM MOISTURE CONTENT o r o � 1.0' -III-III-111-111-111-111=1 0 MIN. .'-. - - -MIN SLOPE AND DRAIN ,1„1 „1 „1 „1 „1 „1 „11_111„11_ 11_, \ z III III =. . . III TO DAYLIGHT* 1 1 1 1 1 1 1 III III 1 v, a m Q o MIN. WALL BATTER 1:6, Lill =1 1= =1 =� III �-111-111-111 III III-I -I -I -I -I -I -III-III-III- N z N o 0 _ _ _ 6"-12 OF TOPSOIL =_ —I I_I —I I_I III III WALL ASSEMBLY SHALL BE I— I— I— I— I— I- 1_111_111_11CRUSHER FINES PATH DETAIL m a v) z TYP. —I I— —III=1 INSTALLED ON =111=111—I 1—III-1 — � _ _ _ LOCATED OUTSIDE OF THEH=111=11 =11 =11 =11 =11 =11 —I1 -11 —�1 NOT TO SCALE n E D z CCo 111-111 111= - TOP OF1F-1111=111=11— - -I 111-111= 1= 11=1 1=1 1=1 PRISIM CREATED BY THE -_- I- I- I- I- I- I- -III-III - L w -_ _ DRAINAGE COURSE1 =III __- - - = BEARING ANGLE I 1=1 1=1 I =11 =11 =11 =11 =11 =III-1 l 1- -I 1= - - - 1 I II1=111=1 111-I =111=111=111 III III III III—III—III—III— — H H H H I= I= 1=111= N r � I � I I I I���I - - _—_— - - —ITI—ITI—IT—III —III—Ti—Ti— w •:• • _ I I-III - - =1111111 11111-11111 I- 6 - N M d- -WALL BACKFILL MATERIAL PER _ MIN. 12" THICK LEVELING LAYER OF -I z Q Q \ : .-•`: III 1=1 1=1 —I 1=1 -1 I- = 1= 1= 1= 1= 1= 1= I > m 4 =GEOTECH COMPACTED PER -III- IIICDOT CLASS 6 BASE COURSE WRAPPED =III- - - - =11 =11 =1' I —GEOTECH MIN SPECIFICATIONS, —_ IN MIRAFI 140N FILTER FABRIC OR _ _ _ _ _ _ -_ o FINISHED GRADE AT = o / -TYP - ISI = - -�-�-�-�-�- w z �� -III= -I ISI I- -_ EQUAL, COMPACTED TO 95% OF -III=1 I -I -III-I I w WALL, RE:GRADING PLAN o 4 •_,�•_; - - - ! -1 III _ _ _ _ Ir l 11-III- 1-I 11-111-MODIFIED PROCTOR MAX DRY DENSITY _ I- I- I- I-_ z<-1- LT' •;•'. ' I 1-IIIIIIIIIIII-III-IIIIII-III-I NEI I I-III-III - - PER ASTM-D1557 _III-11 -11 -11 -III-11 - 4' RIRPRAP Q L EL r •L�:�,� iii iTi iTi iTi iTi iTi iTi-III-114-111-111-111-1 — — — — — — ► 11—I IEI I- -111 111 111 111-111-111— 1= 1= 1= —III_ 0 n- cn \ `4.- IN 12"MIRAFI�140N FILTER I FABRIC,°OREQUALI- I- U a LJ ' � `` � _ IIIIIIIIIIIIIIIIIIIIII��III I� �1 III III DITCH/SWALE _�� �.._. :, 0 0 w n PROPOSED GRADE, / w<x z RE:GRADING PLAN , / \ 1:1 H:V ROAD BEARING ANGLE IR CD CD w w v ;III,,. z s�oP rIstir=FILL VOIDS BETWEEN LARGER BOULDERS W/ - d- < z Z Z w Q w w - 3:� �� CLINKERS, TYP. J J o a �w� a HEW III -"'-"' 1--1"- 1 .5' SIDE SLOPE WIDTH 1 .00' 1 .5' SIDE SLOPE WIDTH JLa . Q Q Q=moo\ -1 III, 4" PERFORATED RIGID SCH.80 PVC =1111 • :• ;• :.1• :• • :• .• :• .• -11 I-I I PIPE W/ 1% MIN SLOPE AND DRAIN 2:1 H:V MAX. _ fir•„,'•-, •.• •.•.--•L III TO DAYLIGHT* JcK o ow 1.0' MIN.- MI 2:1 H:V MAX. o z 111 `•-A• •�. .`-�•`-111-111-111-111-III-I I I- " w w= r'441-11 ,-1.1`r :•' I-I I-III-III-I 11 , =111=111=111=111=111=MM111=1.1r SWALE m m C z =o 0 U 1 111EI I I=III=11 -MIN. 12" THICK LEVELING LAYER OF CDOT CLASS z z 1111=111= =6 BASE COURSE WRAPPED IN MIRAFI 140N �`` ) i r �1 T ' Z U z<w a o _ FILTER FABRIC OR EQUAL, COMPACTED TO 95% DEPTH=9• " MIN. o _,_o, 11—= i a� zwwow0 =I 1 OF MODIFIED PROCTOR MAX DRY DENSITY PER ..� .� .� p C o,,U z � ASTM-D1557 V----_, o U i cL u w- IEI I 111=111 1/ CHECK DAM HEIGHT _ '44_ I�� �� - IIEI IIEI IIEI ABOVE SWALE FL 6" - �/�_e�-�_�� o z o _ _ =J,1 1:1 H:V ROAD BEARING ANGLE _ j a. o=o U z J — V _111 111 1J)) • THICKNESS=2*D. a. p MATCH TO EX. GRADE a" =III �'� FILTER FABRIC /_ 1 III 51*NOTE: PERFORATIONS TO BE i' DIA. MIRAFI 140N OR EQUAL -1 _ Sheet Number: W/ 2 ROWS AT 90° SPACED 3" CONT. -III III III_ I 1- CHECK DAM WIDTH=1 ' RIPRAP ROCK COBBLE D50=6" BOULDER RETAINING WALL NEAR ROAD TYPICAL SECTION W—W NOT TO SCALE SWALE AND CHECK DAM DETAIL C 1 04 NOT TO SCALE