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Home My WebLink AboutB17-0340_C210_1507837260.pdf 1 2 3 4 15 16 44" OF ' 4 LEGENDIs zii tib 5it• EXISTING PROPOSED ' iirii: 10/12/17 - - PROPERTY LINE - - - - - RIGHT-OF-WAY LINE - - - SECTION LINE 1 EASEMENT • laU Ii \ 1 -'U 1 / ' ' ' ' ' ' ' , RETAINING WALL 1 E \ i• W I / CURB 8c GUTTER uliu 11111 u 14 \ I / 5750- CONTOURS 5750 II1111 1 \. I ~ 1111111.111 .1. _ I I // � �1, ST STORM SEWER ST i _ 1 MATCH EXISTING I / / re' 1 M= sT STORM MANHOLE v1. 1111111111. �� 1----- I I ;eP' � �� (�I I SS :� _ .r, I ir - - - - -RD- - - - - ROOF DRAIN RD \ !�' �. ( coin111111 RE: ARCH AND LS. FOR --= I / / \ i'�� / � � RAMP CONFIGURATION a I / / I INLET . DAV I S 1�, �II�.• .� \ �� C. -� AND WALL HEIGHTS - - / 0 \ i� fpm , i\ -------�. . -- -- h a - T - / I / '� - < FLARED END SECTION _ in I _ _ PARTNERSHIP i- r.ral�Oittl •\ .� > �.. _�. � � ' - �� .� °. ° ,� , / 111. SIGN : ARCHITECTS tr� i / -8150 48.42 a � �� ` I J 1�. •tl ---�j� \ �, -�. . 49.81 ' -�� _ f / �,,, i�4/,, • a . 48.30 ° \ ,,:,,,,a. . 7.9% 4989 ,.- _ �- _ oo I GRADING ARROW \ j \ �� V \ r 974 49.81 a , 5.9% °. a �� ° �, c :. 2901 Blake Street, Suite 100 / I v- Denver Denver, CO 80205 / 1 - / 303.861.8555 - 48 48.13a - _�_ 50.98 / I - DECIDUOUS TREE° ° �� ° I ,50. 93± // i - 0 ��-�� •----- w' ` �=.�� /� 8147 48.25° 7.9%_ -' ®� �� "J\ SA ,`'‘. �i,� _,T� / - a ° 46.53 46.62 ��- --_ - _ -_ / 1 k-.' / M.E. // . a I / - A 46.46 46:55 x�1111Tpr 4 II - EVERGREEN TREE - Consultant / / I g146 - / STAIRS: d Qs� / O - + 6' N � I a JOB NO.:M14.0440.004 ♦ 1 I 1 FGW-46.62A - _ 1, - -111111.11.1111111111111441- - - _ _ ♦�, =, 8 RISERS W/ I � BUSH/SHRUB J +1�y I FGW=45.53_ - - Cc-; FG �� EQUAL HEIGHT sr 1 , �s� _ �1� 46.36 4,--0.4" �� • _ 1q5 '��_.�'WON'S r41. 11.2,9 1 f frjrMARTIN/MARTIN Q "�� -- ��21► x ��' 8 ��,j�/� �i` ° �i�. � ,J� _ '��i� I 1 /// I - • DRIVE DESCRIPTIONS DRIVE 41 I �---=-'''-- - _-- I -- y - +, ,„.►�=♦��v„ �,� ��i �►�• ciISSN/4."�4 FA TOW=56.75 a .. 5-�, , �49.44f / I b a CONSULTING ENGINEERS :� � � ;=��s- ,�%••.• ♦ � � ► �♦ ♦ _ . ,. 46.82 �- 0101 FAWCETT ROAD,SUITE 260,AVON,COLORADO 81620 I . 1 k rittaizifttit4":44.4,44Wsst-Lal _� , ��/ �.� , , I , , 49.07 M.E. / I ��9 ,�I '. Q ♦ ° , �� ,� - �' 7 I 970.926.6007 MARTINMARTIN.COM Nss IM.E.. ,4,,,J��♦ `a.*♦ l 4 �,` FGW=46 �s / / i,/- - i� � � � r � SPOT ELEVATIONS ��'Alt*Vitri*AiN I 6' gilb��o- 41 4�, � �� SVSINVIS♦"♦ ♦ PTV♦ i� e`WMrgr* A -"4' �V46.40/ .... ,. 3 Nr4 04 �et` , _ I / i,4-0° - - T- - - A I 66,, A ilk Ad 1 I I __A w 4 4 d I 6 6- A 4 I hi., 6 1/44I h, , a -‘704A#15,01-40.00"..4*..e-_,A is A � , , II ttht;*6.70Ni an-i -: . -h I GRADING NOTES: � � -E -� -E- - _ - I 44P` 1 4�,�,.��,w 44.86 FO - - - 46.15 -*****146%- - •.___ __ � I . ,Air _ I-E- - - �3. - _ _� _ 44.15 -Fo- - \ - -FO- - - - -- ' moi K 0"m46.4 1� 1 ♦ , 7.75± ripplilirm:- 1 . ALLSITE GRADING [EXCAVATION, EMBANKMENT, AND COMPACTION] SHALL CONFORM TO THE RECOMMENDATIONS OF THEpD _ M `- - - - - - - - 46.22 /1• ci **$ RSO* **440` 1W M•E LATEST GEOTECHNICAL INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE TOWN OF - - _W - - - - - -E- - - - E_ -� - - - _ --- -:"1-1- - T �- ,,♦,,,♦,♦•, : �,♦,♦,♦, o,,♦, &#z#47# VAIL S "STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS," LATEST EDITION. W SS -W_ - - - - _W - - - - ___w_ - - .- ® I vs-s-♦,♦,♦A♦� `.♦,♦,♦,♦i,,♦, Astsist 2. THE GRADING DESIGN SHOWN HEREON HAS BEEN PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF FHA AND HUD - __ , .6$4..$44t♦,♦,♦,♦s♦,♦,s CRITERIA AND TO THE GREATEST EXTENT POSSIBLE, IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS - I - -W- - - - W- - - - - W- - - - -W- - wla..�' /,"ovs# FOR THIS PROJECT. -SS - ,-, , - SS- - - - I 1 -W - - - - - - o - - - �X �_, 3. GRADING SHOWN HEREON IS DESIGNED TO ADDRESS PROPER DRAINAGE CONSIDERATIONS FOR THE PROTECTION OF THE �,,""",-.. - -SS- - - -I_ Q I 46.23± - MVV- - - - - -�� \� h �._ - - - - - - lll_1% REG SS- - - - - SS - - - sal a 0 I M.E. SS - -D1. �_ - - - - - - - - - - STRUCTURES AND IMPROVEMENTS WITHIN THE PROJECT. THE COORDINATION OF THIS DESIGN AND COMPLIANCE WITH THE ��go° pRK /SjF - SS- - - - - -W- - - - GEOTECHNICAL ENGINEER'S RECOMMENDATION WITH THE LANDSCAPE ARCHITECT'S DESIGN, IS THE RESPONSIBILITY OF THE ��off:•� �G.�� -W- - - OWNER AND/OR DEVELOPER. MARTIN/MARTIN HIGHLY RECOMMENDS THAT THE LANDSCAPE IMPROVEMENTS BE REVIEWED �s(j . �:� - SS- - - - - SS- - - - I I I , ;,' 32753 �: - SS- - C - I AND APPROVED FOR COMPLIANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. JUNE 30, 2017; �7 - - - - SS- - - - - _SS- L _ _ _ _ 4. EXISTING ELEVATIONS SHOWN ON THIS DRAWING HAVE BEEN DEPICTED FROM BEST AVAILABLE INFORMATION AND ARE SHOWN \\�_ •••.• •.4• 0" T_ -E------__T=7-_ - - ---F- - - SS_ - - - - _SS- - - - TO THE EXTENT KNOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE CONDITIONS AT �'ONAL ii,•l - - TV- - - - - - - --_-__E- - -__TT- - - - -SS- - - - - -SS- - - - - THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT INTERFACE WITH EXISTING OR PROPOSED STRUCTURES AND NOTIFY 0.0- - -TV - - - TV_ __ _ - -T- - - - THE ENGINEER OF ANY DISCREPANCIES THAT CONTRADICT THE ENGINEERS INTENT FOR DRAINAGE PATTERNS, MAXIMUM AND -TV ----E E_ - - -E- _T- - - MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE PLAN. THE ENGINEER WILL NOT BE LIABLE FOR ANY - - T�- - - ----Y\71---1-1-1:-- _- -FF - -T- - - _ -� _�-= COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION. i__________ - TV -- --E- - -- - E- � - - -E- - - _ - - -TV-----_ =_-_-_:-E- - - _ T- - - - - T- - - - - - - - 5. PROPOSED CONTOURS AND SPOT ELEVATIONS AS SHOWN HEREIN ARE DEFINED AS FINISHED ELEVATION AFTER PAVING, TV - _E- - - - -E-____T - - - - T- , „ A Original Issuance Date TV - - - - _TV - E___ _ _T- - -__ _ _ _ _ LANDSCAPING, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECH FOR PAVEMENT THICKNESS AND LANDSCAPE FOR TI ___________ ___________ ___________ ___________ ___________ ___________ T. _______ �� - _ _Till-7 THICKNESS OF TOPSOIL, SOD AND LANDSCAPE MATERIALS. -T� - _ PERMIT 06/30/2017 6. SPOT NOTATION ARE AS FOLLOWS: FF = FINISH FLOOR, HP = HIGH POINT, LP = LOW POINT, TOW = TOP OF WALL, FGW = FINISHED GRADE AT FACE OF WALL, GB = GRADE BREAK, FL = FLOWLINE, TOC = TOP OF CURB. _ Revisions Date No. _______ 7. TEMPORARY CUT/FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF [1 :1] (H:V). PERMANENT SLOPES SHALL NOT EXCEED 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. 9. MARTIN/MARTIN IS PROVIDING LINE AND GRADE FOR THE RETAINING WALLS SHOWN HEREON. THE WALL LAYOUT/GRADING C SHOWN IS PROVIDED TO THE WALL DESIGNER/CONTRACTOR AS A COURTESY. THE WALL DESIGNER SHALL TAKE INTO C 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. 5'± DISTURBANCE 8165 SECTION A _ TO PATIO 8165 SECTION B Project Information 8165 8165 8160 - 8160 =5.75't ENCLOSURE WALL PL -/WALT S RF• • • J ,� BUILDING FACS 8160 10' MAX. RE: ARCH. AND LS. 8160 (ARCH AND , PATIO 8155 pt----------1 WALL HEIGHT-_ _ _ _ �` - BUILDING-FACE- 8155 SWLK > / TOP OF 8155 -TRANSFORMER I -EXTFRIOR 001 UMN 8155 Q, 8150 8150 O 8150 - � 0 8150 Ce °__ �� sele�II0re•1I17 - / SEE SECTION A ~ Z 8145 - - - �� "- - - - - 8145 BACK OF X. CURD I w LO TO FIELD 8145 - ,ti 7,` 8145 N- CO Z 8140 , �.o / \\� UEL TANK VERIFY. 8140 CONC_ RAMP Z (11 0-10 8140 /'� POTENTIAL FUEL LINE ROUTING 8140 w I0 FOOTING SUBGRADE to iiii Z 0 EX. ELEC. (ASSUMED ELEV.). 1 RE MEP - CD 8135 \ EX. ELEC. (ASSUMED ELV.)� �Io6c� 8135 TRANSFORMER PAD AND 8135 VAULT (BY 0-HERS) 8135 J o �/ CONSULT GEOTECH B J J Q An c) B FIBER OPTIC (ASSUMED ELEV.) I ENGINEER IF 0+00 0+50 W SueyaQ ' z 8130 DISTURBANCE IS 8130EX. COMMUNICATION LINE 0+00 0+50 REQUIRED EX. FIBER OPTIC (ASSUMED ELEV.) 0 EX. COMMUNICATION LINE Z Q (ASSUMED ELEV.) ROV\//PL (ASSUMED ELEV.) O w 0 prior to W t� Q 0 LL, z installation . r: >,_ _ w Contact PW w 0 CD Z F- 0 H verify z w location . a Q0 (1) 0 >0 w IL Z _ > J o I (n CC .1- < 0 0 o W 0 Q • 't U) tl- (n g g 0 0_ w 0 1- Sheet Information 0 < () A aa A Sheet Title: 0 N GO LO SOUTH GRADING PLAN N � N.1- ticHow WHAT 'S e [ tlnw. CAIt 0 [ idn[ YOU orc. _A ll,rj T = CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number: 0 z BEFORE YOU DIG, GRADE OR EXCAVATE FOR E o MARKING OF UNDERGROUND MEMBER UTILITIES I- 0 MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY C2 1 0 LI] 0 LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, 0 z 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 o < ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. DPA Project: 15914.00.000 _1 r2L O o COPYRIGHT 2016 -DAVIS PARTNERSHIP,P.C. 1 2 3 4 1 5 1 6