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HomeMy WebLinkAboutB14-0418_S1A - SITE STABILIZATION & EXCAVATION PLAN_1416610680.pdf lot F ■ -______, 44 illitir ils L• rei EXISTING ROAD TEMPORARY SHORING i �'f! TO REMAIN WALL AND GUARDRAILI BY OTHERS TEMPORARY SHORING EXISTING WALL AND GUARDRAIL GRADE o EXISTING BY OTHERS APPROXIMATE //7-;-- //- o o GRADE • fj lao) Va'' BEDROCK / ///\/�/// 66.-Z. cn p -�� =II LAYER -5-1-1---711,--_---,"/ o a ''''%.--i 42 '\-_-_---11-\\\- 70'=H"- k l� /���/ ��� v a ��i LOT 5E BUILDING • 11/21/14 ., �� i MIN.PER • .III—_III �/ I\I-I\I- / /// // SHORING a ��' HARDSCAPE OUTLINE \\I-II\II --�///�4 DESIGNER �� I—III-I 1- \ EXISTING � APPROXIMATE • \44 40 MIN. PER O BEDROCK ` \ �. I�I11I-'� / SHORING GRADE --ate-_ .I\I-I ��� _ ~ LAYER - 1\- DESIGNER - 4 �6 \ �— // r ____- \i \T 65.-3" OA i 2 w \ \ \ \ I1I l l �' / 1 12 U FRAMING PER \ \ r• 0 o PLAN _\ \36 ,1' 0 i_ . ....._ 48 / i. O FIELD VERIFY \ \ \ 50 \ \ \ \ +o \o i / _ \ Z \ 50'-3"or CUT BEDROCK \ \ • • 36/ CO I— APPROXIMATE 54'-3" • \ \ \ \ \ \ O� a Q 1.--i-- 0- LU • FRAMING PER w /-III- \ �` \ \ �� \ o I w BEDROCK \ 52 44 42 c 0 48'-10"ordi D PLAN vi LAYER /I\1=I\I=1 \ 52'-10" \ \ / \� \\ ( �\ " Q a U FOUNDATION I=1\I-II ( \ ) �� /r�1\ \ • 38--/--\ �`�T PR ERTY LINE FIELD VERIFY 2 p PER SHEET S2 III �I \ / 46r ��\ ( 40/ w FOUNDATION I_I I —I )--____4____\/,_(:)_ �� _ r� 44 \ TOPO AP C SURVEY / 42 Q a CUT BEDROCK Z FIELD VERIFY PER SHEET S2 III III \ \, 52 50 \ 1 48 I JJ� TYPICAL °' a_ 12 CUT BEDROCK I I \I I ��� 54 \ \ � J \ i �` \� 44 - = r� LU 40 FOUNDATION CL ARANCE \\\--_---1-\\c 7 10 48 \ \ \ � \`sir^ \ / -c �_ai 44' 2"or \ r38 1 \PER SHEET S2 P R PLAN 50'-3" - NLZ ,� 48'-2" io I=I I bis \ II \ -o!-0"- \ • � / y GRADE Y\ .. I rI 77— TT )� / \ . , / 62r,_ _____ i / ) .1______ / 42' 9"or :ri ,iL 42'4 1/2" \ i, r �� / 46 \ Q v 48'-10" • ® 11/4740 4 46'-9" \ \ \ GRADE L_�Y J' \ J o -0 \ mer / / A I ,, z A-J.--- -- ) \ 11 J ( // \ —0" \ � ,_ EDGE 0 •PDSED \ \ `\ / /� J -J� CLEARANCE D\ SECTION D A S E CT I O N A 6� 1 4,7 BUILDING ABO 52 J / / _ \ CD 1— PER PLAN 1,551 TYPICAL - . , i i°a ° 50'-3" S NOTE FRAMING AND 1/4" = 1'-0" - _ �(� 50'-4" \ l \ ,��' /�� / FOUNDATION NOT REQUIRED S I 1/4 0 �_ G 1 ---j 1 I I \ 1 1 \ 1 1 1 N ,,,-- \\ \ \ / I 50 / _ 48'-11" 8 o TO STABILIZE SLOPE. , ,i -- ,-1 1 54- i� NIL- /y \ fJ / r� • 6• � ,/ /\/,'4N �j i '/ \� I �\ _ J y-- 1 52 \ i \ / 50w FIELD VERIFY I \ ,��� 4' �` 46 / iJ • 7 CUT BEDROCK (���� �, G-,T�/ v �0�v ii,� 48'-2" \ ��� \ i t \s �J \ [ 2 73'_0"TO 56'-6 CRAWLSPACE ss \ \ 1SECTION C — —w . / /,, 48 // / // ' / / ,?,' 58 ----N____\\\\\ FOUNDATION NOT REQUIRED :01:-_ I- 1 �� O-. ADE / 46'-9" 52 TO STABILIZE SLOPE. I-- -I 69'-3" i� ' `�N���' V A � < I\I-I\\-I I )11V 1 ) r- , G RADE �C A\I== 11=1 I I -III-I 11= ' 6i� �\ A A B �� 2 III --- III—I I 72 alI-� - -gra'i ' \ B �46 / --/� mi II \ 112 .. 6 i/' K \so S1 \1 I \ 44 U N STEPS 65'-3� C co co , i y, i ' T/ 4g \ N m EXISTING = / TO 50'-4" 66 �j 65'-3" O" ,;'i� r V A\ 00 GRADE \ T GR DE0 i ' A 44'-2" \ ps 1 O D: , 54�" CRAWLSPACE rn '����..,..., w w / I 2 ' ..- 74k --) i� ' LEVEL2 J A 2'-9" 58 9 �� 112 ' GRADE_____r:r a cC 0 N \� 7 56 \ g r•-• o APPROXIMATE FOUNDATION 70 �i '/ \ `� 424////////7--- �'�' A 7 ti N o BEDROCK ��--� PER SHEET S2 66 52 \ ? 52 ;r 44 \ ® 0 0 Lo- LAYER ,'i,& v ® $i \ \ w v FIELD VERIFY 68 4'-3" 54r N \ / •o ca CUT BEDROCK • \ // ' LEVEL 2 �, i� _1 L Q FOUNDATION FIELD VERIFY \ / / L ui r °' - PER SHEET S2 CUT BEDROCK �� 52'-10" f,*/‘ „ /,� ,'/s 60 1 0 , 4 \GRADE ® •o 01- / � 44 1 �� \� 4C0°.° i o 44 .. ."ilii •�� . rl � / N� i i / 'i st• �' 58 60. � ct/ /�..4: � CLEARANCE -I 46'-9" PER PLAN r� / ' ���� A ��� \ 69;3 ; ��� \ 50 x+48 ����j'• ,.R., �J7/�� �—I I-I - : GFADE \ LEVE 4 \ III II 4rk -0" iii 48'-2" ��i77 62 50'-3" �� n �I_I EXISTING GRADE 54'-3" • . �i CRAWL _ 60 \ $ J lit III—h AT SECTION E/S1 �� ET. 64 54 \ ssv LEVEL 1 r, uM 52'-10" • a N N \ Lvy*2 �4- \ _/ rJ 60 62 p c� II( SIM. ' iOlt GRAD 48'-10" �� • 44'-2" 66 ���, ��i ?� lik 65' 3" V -1-,---- �0 �41 I 76 lb -. 68 $ SIM O •• •� io ., • :.i 11= 66 LEVEL 31 6, � , , 46-9 52' 17' IGRA___D_________E 0' 1 o 7 �� �CZR�bE CLOSE TOPOGRAPHIC % \4�0y V �. p�O X11 42'-9" I I v �� �� < �� L ATE NEAR sa ���i /�1 r / • �� ��� �� i,' 68 VERTICAL i� :_ra-OCK 4'-0�� i I I 64 •�• iii/� �F\ SECTION F 48 �o — " ��i� •52 V �' rrII II 62 APPROXIMATE ----- BEDROCK ��� < BEDROCK LAYER @ \ re BOW �� �,i 70 L__ �� I� D j SECTION E/S1 SIM. �� 70'-0" �`�� O-, B SECTION B �� ��; ©SIM v �� Var —_ 50 �e Cit E SIM FRAMING PER 8 J©W NN\\�� i/� \ � �s ci @ PLAN 74. 0.. Q 70 IJ-1 act TEMPO- - ®�s� V 1 54 e SHORING WA L STRUCTURAL TURAL 1 69' " BOULDER ® �` 74 �. —4 J AND GUA RAIL 64 BOULDER RETAINING APPROXIMATE EXISTING SHORING BY OT ERS _ I • 1 J O WALL-SEE SECTION LAYER GRADE 1 -I WALL Sh I EXSTING 66 VEDGE OF JI _ 19 SHEETs26. IIII\II Iia FOUNDATION = / / I s8 DRIVEWAY Q 3._0.. y I- I\_ .r _IN rr =I--II , �� \ I -II aPER SHEET S2 / -11I- 1 _ / 80 76„,----- EXISTING PROPOSED 70 _III GRADE ® EXCAVATION ---�� �� \1 8280 / 80 78 i TOPOGRAPHIC 72 --C------------- -_ --� 0 awl 1 \ -- j 1 _/ i EXISTING LINESTYPICALI _--- i 1.5 1 2 \ APPROXIMATE i / TOPOGRAPHIC I - 68 7044 o - ( . BEDROCK / LINES TYPICAL __ -- - _� MI .�.. \ 1 LAYER // 1 / \, N / I__ ! 69'3” \ 1 I; 12 0' I / f /// 76 —- _ \ / �- X70 • -;. I-1I1=1I I $ I // -- _---------- ———— \ \ 70 , �� P R 0 J E C T . 103 ROCK ss'o° 1111 ` `. 60,_,•. / / \ _ \ 72 ' DRAWN B Y : CGM / 4 TO 72'_0" sir �` • �- \ 72 I / 8 / 74 / -----1- .• DATE : II NOVEMBER 2014 >-�\ ,..._/ EXISTING 15'-0" 76 \ �� --- / / 7 j REVISIONS : FRAMING PER DRIVEWAY - \ \ "° 'PLAN c• EASEMENT 78 \ \ \ i 2 FIELD VERIFY ~ • ° - / \ -- -- \i ' — FIELD VERIFY 1 CUT BEDROCK CL:ARAN E • \ / i CUT BEDROCK 1 12 \ P-R P N •0 // - z___ -------- -----:............_:d— _ 0 FOUNDATION / : a7_0:4'-3" __11 — -` ----------e---------8o 0 • \ �� i p PER SHEET S2 52'-10" in \ / EXIST 'OWER/ / • TRANSFORM -S 8E\ SECTION E / - ^ 82\ •7,..-______ 101111111011111111111111111111 / TO REMAIN • CL ARANCE1/4" \ _ NOTE-FRAMING AND P R PLAN • FOUNDATION NOT REQUIRED 7 SITE STABILIZATION & EXCAVATION PLAN / /. . 54-3 TO STABILIZE SLOPE. / ' • • 52'-10" d .. -• o // // \ •SEE SHEET S3A FOR BUILDING FOOTPRINT DIMENSIONS TO BE USED FOR 1/8" = 1'-O" 4NP1011:111.17: HIIIIIII 11116i11111 /// POLE EXISTING R MAIN TEMPORARY SITE STABILIZATION WALL LAYOUT OR BEDROCK CUT LAY OUT ONLY. • // / •SITE STABILIZATION AND EXCAVATION PLAN BASED UPON TOPOGRAPHIC SURVEY / / AS PREPARED BY EAGLE VALLEY SURVEYING, INC.JOB NO. 1203.4 DATED 10/28/14. / • N / G\ SECTION G S 1 A OF 14 \ S 1/4"= 1'-0"