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Home My WebLink AboutB17-0340_C212_1507837260.pdf 1 2 3 4 15 16 14" OF 44 it4pr '1•L I 0 *� - Ir - LEGEND 'r NI Is ii I . I 111 j N 0 - i aEXISTING PROPOSED IIii: i I / NI 'I I I �i - NI - - PROPERTY LINE - - 10/12/17 4 • - III ' 4-1 - - - - - - RIGHT-OF-WAY LINE I I • .. as a SECTION LINE \ \� EASEMENT I I. � I - 44 / / / / , RETAINING WALL luau III liii \�� CURB & GUTTER E I • .\ E • - - I 1* 11 c - -5750- - - - CONTOURS 5750 Ni . °. – –ST- - STORM SEWER ST • Ii - _ ■I sT STORM MANHOLE ■ 1111 ■ ■ 1111 a ° • �eill'' '■/ • li 6285E NI . ° I ° ° a - - — — -RD- — — — - ROOF DRAIN RD + 1 ° INLET 4/ 4 ° 4 { 63.09f ; �i� ° a I II Ilul �x �� M.E I d• 1 �� I UI < FLARED END SECTION02 DAVI S �� • ■I ;�. ----1�_ftm • ° PARTNERSHIP • .. < . ok. : . 63.30f /I i .; ° -.p_�– – °. °a SIGN Qd •° GRADE AT 1 ' ; d'' I M.E. sI ; ;. ° ° _-_ ° ° ARCH ITECTS • .. °4 •• 2:1 ALONG I ilk / 60 11 NI ' ' ° ° - ___a_- ° • a - GRADING ARROW WALL ' ° • ° 4 a --_ • 4. ° 2901 Blake Street, Suite 100 . .. j 1 • CP I - I S I I ' 4 ° ° n Denver Denver, CO 80205 ° -.l ( I I • ■I ' �` °a ° ° , ° 4 ; \ DECIDUOUS TREE \ 303.861.8555 • 4 • •1 . . 1.411 . • 63. 77f d , i y 4 a 4 • . . ° °° . . I A. . ..iiv ° • ' _ moi, 4. . • EVERGREEN TREE Consultant 8152- — -� — r�''_e T M.E. ft I ° • • • • • • • a° , I �I r a . a . a I 1 •1 I ' 0■■t, MATCH AT _.'2:1 i. 63. 15+ i i ° . ° ° ° •. • . 1 4 ° • ° ! ° EDGE OF110,1 I &'. ME. .. Ni ! i 4 ..a . - h • ° • I. 4 • • ° JOB NO.:M14.0440.004 • • _ ° 4.1 1. I . • ' I BUSH/SHRUB •CUs Q ASPHALT • oit - ° a;' Q 9 4.. ° i ° ° ° .° l a • I _ 4'' . ° • • a a 1 ° a DRIVE DESCRIPTIONS DRIVE Arogogr MARTIN/MARTIN d' I • h - _I ��\ --3-8163 ---876.3�11i: ° ° • . °' •. a Q °• I 1a I ° 1 Q• CONSULTING ENGINEERS I ) \ �� • • ' . 4 •'' I I • • 1 • I �' 0101 FAWCETT ROAD,SUITE 260,AVON,COLORADO 81620 INTERIM GRADING. ,�e I \ • - 8/62- 4 ,• ,i � ' ° ° I 4 9 ° ' 1 ° I o • �� SPOT ELEVATIONS �� 970.926.6007 MARTIN MARTI N.COM INSTALL EROSION I . / / \ , ' �:1ib.l I7 / �!� J / • ° • 4 1 pp 1 AUS*-1,�;7� 1 l . I / I .14 • I CONTROL BLANKET OVER \ \ �, CN� r r 876,7 ��_�1c:�;�sr� _ - , I DISTURBED AREA ) I s \ !r =-- =-�=� _ III 1----,1 , .• `8760"='. °.• :..7. e1ft, ift, • ..°I I 411 8159�.'.�►\, I , _ _ — _ �. _ j,� yE . D GRADE 6" DEPTH SWALE \I v \ \ \ — — — — - Obi- II �� ,1 I / I GRADING NOTES: �t_ _ / / I D ALONG EDGE OF ASPHALT • 14 \ I \ \ \ 774II� 8158 ` - _ - - - - - - - - ' • \� - - - . 4 e - off _ - \/ / I I . 1 . ALL SITE GRADING [EXCAVATION, EMBANKMENT, AND COMPACTION] SHALL CONFORM TO THE RECOMMENDATIONS OF THE SUCH THAT DISTURBED AREA 2 �8� _ _ _ . - - _ _ _ - _ _ _ / I LATEST GEOTECHNICAL INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE TOWN OF FLOWS OUT TOWARD WEST / �\ �� S>_ — — — — - - - •- - - - - - - - - - - - - - I VAIL'S "STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS," LATEST EDITION. MEADOW DRIVE. ' ■ \ 8� S6 � - _ - - - - - - _ _ _ _ \_____ - 2. THE GRADING DESIGN SHOWN HEREON HAS BEEN PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF FHA AND HUD I �,5. ', \ _ — — — — _ - - - - _ - - - - CRITERIA AND TO THE GREATEST EXTENT POSSIBLE, IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS ` - _ _ _ _ _ - - _ _ _ FOR THIS PROJECT. ") REC • cA - - - - - - - _ � � - - - �< ;sj I I �, - - - - - - - - - _ — — — _ - _ - - - - _ 3. GRADING SHOWN HEREON IS DESIGNED TO ADDRESS PROPER DRAINAGE CONSIDERATIONS FOR THE PROTECTION OF THE ,x$00;�p,RK ‘• G•�`�•�, ° / N - - - _ _ _ _ _ STRUCTURES AND IMPROVEMENTS WITHIN THE PROJECT. THE COORDINATION OF THIS DESIGN AND COMPLIANCE WITH THE •��': :�• 882'r- - -:-- - - - - - — — _ GEOTECHNICAL ENGINEER'S RECOMMENDATION WITH THE LANDSCAPE ARCHITECT'S DESIGN, IS THE RESPONSIBILITY OF THE 32753 �� • °, . \ 1 - - - - - - - ; • JUNE 30, 2017• ,, - �'� , - - - - - - - - - - - - - - - - - - - - - - OWNER AND/OR DEVELOPER. MARTIN/MARTIN HIGHLY RECOMMENDS THAT THE LANDSCAPE IMPROVEMENTS BE REVIEWED `�� •: °° ° --ETV_— — _ — II _ AND APPROVED FOR COMPLIANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. � ••. d�� N 4. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST AVAILABLE INFORMATION AND ARE SHOWN • ° I I I I I I _� TO THE EXTENT KNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE CONDITIONS AT / I Iv) I II 1 N THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT INTERFACE WITH EXISTING OR PROPOSED STRUCTURES AND NOTIFY I h I I THE ENGINEER OF ANY DISCREPANCIES THAT CONTRADICT THE ENGINEERS INTENT FOR DRAINAGE PATTERNS, MAXIMUM AND MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. THE ENGINEER WILL NOT BE LIABLE FOR ANY 9 11 I 1 COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION. Original Issuance Date ° ° 0 I I 5. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED AS FINISHED ELEVATION AFTER PAVING, PERMIT 06/30/2017 i I I` I LANDSCAPING, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECH FOR PAVEMENT THICKNESS AND LANDSCAPE FOR 4 • 4 • li I I I I� �\ THICKNESS OF TOPSOIL, SOD AND LANDSCAPE MATERIALS. .° •. / • II 1\ I, \5 6. SPOT NOTATION ARE AS FOLLOWS: FF = FINISH FLOOR, HP = HIGH POINT, LP = LOW POINT, TOW = TOP OF WALL, Revisions Date No. • i I I 1 \z__ i N FGW = FINISHED GRADE AT FACE OF WALL, GB = GRADE BREAK, FL = FLOWLINE, TOC = TOP OF CURB. ° • i I / I I 0 \ 7. TEMPORARY CUT/FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF [1 :1] (H:V). PERMANENT SLOPES SHALL NOT EXCEED 1 I I \. / [2:1] (H:V) [UNLESS NOTED OTHERWISE] IN AREAS TO BE SEEDED OR SODDED. 8. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED MANHOLE RIMS, VALVE BOXES, ETC. TO MATCH FINAL GRADE. C C 9. MARTIN/MARTIN IS PROVIDING LINE AND GRADE FOR THE RETAINING WALLS SHOWN HEREON. THE WALL LAYOUT/GRADING SHOWN IS PROVIDED TO THE WALL DESIGNER/CONTRACTOR AS A COURTESY. THE WALL DESIGNER SHALL TAKE INTO CONSIDERATION ALL JURISDICTIONAL REQUIREMENTS, GEOTECHNICAL INFORMATION AND REQUIREMENTS, AND GRADING/DRAINAGE PATTERNS IN THE DESIGN OF THE WALLS. THE RETAINING WALL DESIGN NEEDS TO ACCOMMODATE THE EFFECTS OF UNCONTROLLED RUNOFF FROM UP-GRADIENT OF THE WALLS, INCLUDING HYDROSTATIC PRESSURE AND EROSION. Project Information 0, 12-o N- gZ W LO(0 z Z00 W 0 Q Z U CD CD V is i B B J > Z 0 J cp Qm Q - z _,F- O W 0 z W ui 0 Cd oN U G Z 12 U) Z — W W � 0 ZCD J F- J ~(n z U) LCE 0 W a 0 W U) U Z _ > J o l (n CC .1- 0 0 mU OO o W 0 Q 't• U) U) g g 0 0_ w 0 1- Sheet Information 0 < A —IIa - -- . ` .4..... A PSheet Title: INTERIM GRADING 0 —ti LO RAD 0.. 811 cN O N KNOW WHAT 'S eEl0' . CALL OIFORI YOU 01G. __� PLAN i T = CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number: O •. BEFORE YOU DIG, GRADE OR EXCAVATE FOR 0 MARKING OF UNDERGROUND MEMBER UTILITIES I- 0 MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITYC2 1 2 LI] o LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, < CD 10 5 0 10 20 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, 1 SCALE: l ''=10' MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES 0 < ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. DPA Project: 15914.00.000 _1 r2Lo_ o 1 2 3 4 1 5 1 6 COPYRIGHT 2016 -DAVIS PARTNERSHIP,P.C.