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HomeMy WebLinkAboutD15-0001_A2.0_1427827200.pdf OF 44 ibilet•P PRIMARY UNIT MAIN LEVEL GENERAL NOTES: FINISHED FLOOR \ LOT SIZE IS .5857 ACRES EQUAL TO 25,513 SF itzt rig ; ; ;l;;;;: ::z::::::T::::'::z:::E:::::ABOVE .) L-1 N FERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES L I EREFORE 25 LIGHTS ARE ALLOWED. 25 EXTERIOR LIGHTS 18" ABOVE LINE OF PROPOSED EASEMENT GRADE AREPROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. v laol IP' • I 3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): / PROPERTY LINE \ MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED, EXISTING, OR PRE 03/31/ 5 N EXISTING GRADE DIRECTLY BELOW(WHICHEVER IS MORE RESTRICTIVE). DOES NOT INCLUDE APPROX. 1"Or \N \ __ ROOFING. • \ `� II - - ® - - - - - - - - - _ _ _ _ _ *1- ROOF EAVE HEIGHT @ SHEATHING = 8186'-3" b_ _ _ _ _ orlly .`. EXISTING GRADE BELOW EAVE = 8154' 6" B E RG L U N D • ; ; `�\\ __ _ _ FINISHED GRADE BELOW EAVE = 8153' 6 ARCHITECTS, LLC_ ROOF HEIGHT =32'-9" PRIMARY UNIT LOWER LEVEL ' \ _ *2- ROOF RIDGE HEIGHT @ SHEATHING = 8182'-4 3/4" FINISHED FLOOR Ike �' I `''\ 4PRE-EXISTING GRADE BELOW EAVE = 8150'-6" T.O.STONE CAP@8146'-11" `� ROOF HEIGHT =31'-10 3/4" • 147 - 6 ���xxxx��x�xxxxxxxxx�xxxxxxxxxxxxxxxxxxx������� �7 �Q i ��� \ *3- ROOF RIDGE HEIGHT @ SHEATHING = 8180'- 5 3/4" a� \ US Mail Only: P. O. Box 2378 a I \N �.,_ /--------___.0EXISTING GRADE BELOW EAVE = 8148' 6" Physical/Fedex: 210 Edwards \ y� �'� FINISHED GRADE BELOW EAVE = 8147' 6" Village Blvd, Bldg A Suite A103 ARF ROOF HEIGHT =32' -11 3/4" a° • ' �Oopp Edwards, Colorado 81632-2378 �� Cq/N \ , GOR (970)926 4301, Fax: 926 4364 SNOWSTORAGE CALCULATIONS ,- A .'_ • a._ Q T.O.FINISH@8142' 0" - - - - - www b g ndarchltects com - hans(a�berglundarchitects com 4.) `--*q49____ er lu ,‘I' ' �� \ IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE - , "•- �� N \ TOTAL HEATED DRIVEWAY AREA=5,186 SF - - :- �� -_u1� ct �`, \ 8-1-26- ,, THEREFORE 518.6 SF IS NEEDED FOR SNOW STORAGECO o �, 1\14-----• i 13� \\ \ TOTAL SNOW ST GE AREA PROVIDED=525 S HICH EXCEEDS THE REQUIREMENT OF 518.6 SF. N - --- T. .FOOTING @1 8138'-0" _to- _ _ _ _ TRACT B i ORA F W -(2)-4"SCH 40 PVC CONDUITS IN SEWER \ / _ _ N �\ _ - a_d" EXISTING GRADE W SERVICE TRENCH(24"MIN.BURY)FOR V A L/ O \ A p -C O\ ILG �`� g��� 6.)TOTAL NUMBER OF TREES BEING REMOVED IS 61: as 1 r,,_\ \ 1 00 YEAR FLOODPLgIN (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN AND DEMO PLAN) p TO FROM EXISTING SERVICE _ iN l„,______ _ - _ _ - _ °. -W ■ TO LIFT STATION-COORDINATE WITH I - -1, 0 - o 4°b-UTILITY COMPANY AND DISTRICT i I- \� ...___ 2 "/�� \ _____________ _ L--� ,530000N FOEROUSAN Cp Na /�/� ------\ \\ �\ /jam 1 `_ -�o ■ \\ \I �\ N \ _ _ �_ �' 7.)SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE/PATIO/DRIVEWAY/WALL ELEVATION NOTES. Z _ �3 �_ , � i - \ ---� 8.)SEE A3.1,A3.2,AND A3.3 FOR MICRO GRADING AT BUILDING EDGE AND AT PATIOS. Y+ W I �� -a FOUND REB AR W/ALUMINUM CAP I�/ `!., I `���\\ _ - _- _ _- _ _ _ _ 00 P.L.S. No. 16827 , N. - _ _ __ - - - _ _ - - - _ _ 142- - - - - Q ., ELEV. = 8147.22' \�'4e•�_ �g ( _ SEWER LIFT O Nil 1 1 1 1 1 CENTER LINE OFI 4 I I N / -8-74 _ c STATION CONTRACTOR TO TIE-IN NEW 4" -8-1-34- a PROPOSED SEWER D.I.P.FORCE SEWER MAIN LINE TO LIMITS OF DISTURBANCE �1 O SECTION C- n PRIMARY UNIT HOTTUB LINE V \ - -- D -8-7-3.6_ / /_ _ EXISTING LIFT STATION,MATCHCO .LI] _ 0 4 @ , \H \H \H - _ _______- _ ���� -EXISTING INVERT-COORDINATE 1/4" = 1' 0" ,Ior ii / 1q4 8-'-48_ �' WITH DISTRICTo ...„.____ __...„......__________, _ _ _ 1 / , , , ,_ \ 4 11:4: l b <Ce J Irli°1-717:4 f- :i L / , - , - - - ' , 1.- ;t, 40 l(tJOr AMC4t.LVA *--c-frL -j# ‘CtirCW.4"" \ / / , - ,‘ -----, - x ..., .., lb*-4r---Vt. HH - -:4-6- Hi" 7( j4111 _'-- - - -- --*- - H li . ......... 7 4•"--"Wor 0 "--- > c0 � ` LIMITS OF ���� �'�/M • • 1-3: _:11rNSI-1. • • i ►� ! �:1 �� - =tet DDISTURBANCE ���� 71,,, .� 1-4:),-- r� � - w �� 31��� �Ii�� A2.0_ _ _ .1 IPg ___ ��� �1�p4 � � ®1/ )11 LIN OF EXISTING EASMENTMI 2 z�� PROPOSED LIMITS OF ��I �� �� • 5'RREAR SETBACK, r�� �� � � �,�+, � � -TOBE ABANDONEDPROPERTY LINE I �t _ � -1 _ _ p \3 -4 9/16" I ►LINE OF PROPOSED EASEMENT1/- - ��� �� + �I; a ♦ /��i � I� E40 1111.41: 4a66-1 TEMPORARY WETLAND- _ - � + .i i1 ►� - - IMPACT AREA- - �rVi / - � � �� � Z � * \ �� % � �4 -� � � � �' �IIIA\�A� � � � ��� � � ��� j® ���� "lAC. 7 4 • i • I ____PROPOSED LIMITS OF , ��� - �� ��I 1III � J%% ►� 1111117: IIIV � , , , � ER MAIN � , , MIitrH- PERMANENT WETLAND IMPACT 7 �� ., /4 PRIMARY UNIT UPPER LEVEL �� 1 ` ASE;� / � -�- -- ,I t�l�� 11 / / 11° / / _ Q - _ T.O.ROOF EAVE 8171 -1 1/2 1FINISHED FLOOR CONTRACTOR TO PROVIDE SEPERATE I ,,,,,,/ T.O.ROOF EAVE @ 8175 11 5/8 I @ L� ♦ ' / / \ Ct W 8171 - 6 SNOW MELT LOOP AT PORTION OF I 1711011 �_�� �,� ��, ,.� 1 I / / \DRIVEWAY WITHIN EASEMENT PROPOSED 10' ` � - l ..•a�I� 46T.O.ROOF EAVE 8176 5 7/8 �� � f> N A _ _ \DRAINAGE EASEMENT 1 10/$1, L .............„, (,..) iii������� I vo\veE44� / Q ' I \ 7 r -'S 1 1 ` �� _ ������� I r I 8 �� I LIMITS OF DISTURBANCE J • EDGE OF HEATED I AI 1 I IN _'�������i��.. I ii i I i1J I �:,'1 �(�S,1I� 1 MI Liu J CONC.DRIVEWAY II \ I III I T.O.CHIMNEY CAP @ 8187-9 1/2'" ' �, m , i lin I I , I �1.11 I I cV LINE OF PRE-EXISTING 8150'CONTOUR I 1 SI MR �, co 5 I � , , ,,, , . , % � I! II LINEOFE � , ,, I , - :roils( N ! " I \ / /_ - � � M• . , \ NN _ +T.O.CHIMNEY CAP @ 8190 3 I I� I kIST/NG B U 'I' ■ 1 I �* •�_ lII �\� � //� � l ♦'• - I � � � - - - - 'ri1� _'_ _\J� _ V •�•Z Ili I; SDG TOB II � I T.O.ROOF EAVE . 8180 -5 3/4 3 - - _ _ , r , CNI T.O.CONC.@ 8163'-8" T.O.WALL @ 8164'-0" ' \ ' -_ �--- EREMOVED� - 'J�I ,�� -T I: E46� _ - \ 30E.A EXISTING WETLANDS - I* -11 �� .FNISHIED GRADE @ 814T-53/4" I ON //// \ ��1 @ \ * BOUNDARY4 2 �� / 1 �1� 1 \ 0 CNI o \ T.O.ROOF EAVE 8182 4 3/4 / ////// �\ � - - - \ \ Ali \�\ I �1 Olt LII9 �\ \ T.O.ROOF EAVE @ 8186 -3 I -------1--7-1 __-_ I• �� 1 L. \\\\ ' . T.O.ROOF EAVE @ 8185'-3'' 1111 i PRE-EXISTING GRADE . 8150'-6' 1111 L- „ O I� - I 11 1 1 1 ..411: EXISTING GRADE @ 8154'_6.,. _ r I N �I ' I =1 4 1--' -I �I-� E48 I B.O.WALL @ 8160 -0 FINISHED GRADE 8153 6 lG r PRIMARY UNIT MAIN LEVEL-Lr"."," - \\\ � �, % 7i- --7------....................' ������.�1,,i1 PRIMARY UNIT LOWER LEVEL FINISHED FLOOR @ 8147'-6 I 0 + cn 19 I \ H W \ . IPRIMARY UNIT MAIN LEVEL FINISHED FLOOR @ 8159'-6" 1 I 1 01`� v} \ \ / / _ \ FINISHED FLOOR- �a ��'� 1 I' �jl / PRIMARY UNIT UPPER LEVEL FINISHED FLOOR @ 8171 6 m ltvi :', .. n �' - 0 @ i II I w :49 w ` ��T 38 / I REVISION 8159 - 6 (9 / -__, I lic I J� 1 2ND UNIT LOWER LEVEL FINISHED FLOOR 8150'-0"• I I E m /1‘,47 / LINE OF EXISTING GRADE P 2ND UNIT MAIN LEVEL FINISHED FLOOR @ 8162'-0" -I z -�y _ - _ 1 lk �1ey 2ND UNIT UPPER LEVEL FINISHED FLOOR @ 8174' 0" II .)C.; II W \ Revision I � r (/I. •�;� �I 1 4185' A - I' No. Revision Date Description A_ (,) O 1 ` , .: / T.O.ROOFEAVE -6 5/8" �� , T� n i 1 L _i,,_ x W / "al i 1 \ + j� I ��� ��t� +a �- \\\\ e- I • EPn� 62' I (� / � \ /� C /�(2)-4"SCH 40 PVC CONDUITS IN SEWER N ` -� 6 r 1� 1 \�I +_ GAS METER LOCATION / / II \ ) / J(,O SERVICE TRENCH(24"MIN.BURY FOR ��� - , +`� �� \ _ � �/ �'� °�t`m ® 1 -_ E52 Ii :''":s'',: w ELECTRICAL FROM EXISTING SERVICE �� llr7- N - '� - �- - ������� / \ m TO LIFT STATION-COORDINATE WITH m \ • I ��-� T.O.ROOF EAVE 3' 1 13/16 ;II, �� ' - , TEMPORARY SHORING PER ARBORIST"LIMITS OF DISTURBANCE �. ��� , � I T.O.ROOF EAVE @ 8186'-5 7/8" �_� ■ v �� TO MITIGATE AND REMEDIATE UTILITY COMPANY AND DISTRICT ��� - R� � ,� �� 1 ��� �f�� �� � � y �� la. � ---•••••.1411110* �� " ® •P . - T.O.WALL @ 8164'-9", CONSTRUCTION DAMAGE TO�XISTING T.O.ROOF EAVE @ 8187-10 1/4" 0� �� �� 1 I- ..�.�® TREES ` �, / x0 / ' 6' �•������~������i�\ 1� \ \ ��*� I I _ E 1 G + l � � .w� I E54 \ f� PROPOSED FUTURE I�/ -� �� \ • �\ ���� � ���� • _� � 1 I TRENCH DRAIN / \ J ,_ � I ` I / ` PROPERTY LINE AT imatillaummo________ �� t Ittois:ITPIEE,RsMINATN0ENRTET7IONRINING,,Gw:AALLLLQ CENTER LINE OF PROPOSIEDi' _ ��/ //�I� � �� \\ \���\ �_ 1 - �_1r/�1ROOF _ �� �_J+ �� 1 �� \ , w SEWER LINE � � O.ROOF EAVE 8176'-9 5/8"4� �� �� �I��1 1 I / \ \a \�• 6G �`', @ \li\ T.O.ROOF EAVE @8189' 119/16" ' - \ ���� T.O.W. @ 63 d i /: / ��r p •♦ ����l"�,, \��� '\ i�1� 1 1/2"/1 -�I •���- ,..,,..61.Z- P \ o ' .^ SNOW STORAGE TO MITIGATE AND REMEDIATE A _ TEMPORARY SHORING PER ARBORIST _ � ,� , .� ,. I '"--------- �� I , 63 fB.O.W. 59 AREA IS 100 SF 1 1 1 1 1 1 1 1 3'-3 3/16" �''� f����� �� �P��yv_1I �� I I' ���;�� ��� ���� \ v 1 @ CONSTRUCTION DAMAGE TO EXISTING !� / I ,, '9� t•\, 08110,1V 10 i ` 73'-9° �I T.O.ROOF FAVF n 8189'-0 5/8 I n `1 I / et ��I ��®/ ► � I G 40, •���'•' TREESPRIMARY UNIT LOWER LEVEL I 411111111 ,40"1111� _, � r C \t� /1� ID MAIN UNIT �a-�I ---- Iv �i GAS METER LOCATION / I �� II '♦� E58 TFINISHED FLOOR 1 s8 �� J \ - 60'-6" sNowsTORA ' / I / / i� I � \ '� WATERIIF_ wi_� gi I AREA IS 88 SFGE \ �iI ,� \ 8147 6 SHORING WALL-TYPICAL �112ND UNIT1 -,i 73'-3" 11114 SERVICE LINE I ���� - /\ + ,. ,�w ` 1 DESIGN BUILD PERMANENT _41 , - „ �j�i ���� � �� ti � Alija I I I I ILII A �. °'F ° � 3 L. -•l��- �. � WATER 72'-g" War TRENCH DRAIN- - I EXPOSED AGGREGATE % 1` 1 T.O.W. @ 64 SEE SITE PLAN FOR j / //// - , PROPOSED FUTURE 1 CONCRETE W/ P 1 ANTICIPATED LOCATION- rug.; SERVICE LINE , CNN II / \ \ �X \ E I B.O.W. . 60' NA-filed \_ / i R s.. , 1 •_ A2.0 I PROPERTY LINE AT UPPER �� �. \ \ \ \ \ \ \ 1 LEVEL 59'-4" (3)9X19 EXT. FLAGSTONE BANDING>c ��� \ COLORED ►'�� � MIN.3'SEPERATION BETWEEN III III I I III III III I III 1 III A III III III I I I-I i �, la _ - -PARKING SPACE �� _✓ \I , , ®� ��/�i ©�"� V "'I0 ( (2)9X19 EXT. (4)9X18 ENCLOSED 59' 5°I I�I I �♦ CONCRETE ��� i BASE OF SHORING WALL AND SECTION B- @MAX. BOULDER WALL O /� 0 PARKING SPACEPARKING SPACES - . r'1,o��� I I / 1 /I \, ` / IG- r'Nor4'I0'. EXT.OF SEWER LINE ' 00 WO* �pPROPOSED F TURE PROPERTY LINE AT ROOF \ \ Ji1' 2HEIGHT @ DRIVEWAY ' ' e ! - �� >p31/4" - 1'-0" �� I ii0 � � ., �a �7� i � �, �.a�IP E62 A2.o v\ �� T , \__________ �Al �j�A \ ' I�� �� , �� LaoE , CONTRACTOR TO PROVIDE SEPERATE ;.®��� PROPOSED FUTURE ��� PROPER LINE AT UPPER LEVEL 61'-6" /� 1 T!/� SNOW MELT LOOP AT PORTION OF • ��� PROPERLINEAT ,II I if< L'Siiit p�i�� �� \ FACE OF TDI 60'-6" �' �� v� 1 ' ® ���DRIVE-1WrY W614THIN EASEMENT /rthy�® ® I /�� ,®�� .1�� J ANTICIPATED LOCATION OFPL ;��®�� EXPOSED AGGREGATE LOWER AND MAIN �0�1 �l�� T.O.WALL 8165'-7" ��� I 65 NI _ - 1 / r o I @ �� 1, ENGINEEREDDESIGNBUILD� �` ' CONCRETE W/ WG fp LEVELS I. � ������ �, i -G. • I / �,k,,,, 1 -tN , 59'-4 t�i�I� ►��I� 7 v J ITx /' ��PERMANENT SHORING WALL .--V \ * A p�®®♦�� FLAGSTONE BANDING , J , num o iV �j�„7 7:11- 1 p/ �f / E66�j�� .✓�� / 7 �/ �� T I���/I/�� ♦. . • ��. ter. I11 .�: ��� � � ����. T.O.WALL 8169'-4" � °° E, �. `�' E ����`� ��• . � - P i p'��®��®HT1® �s�eI a� . �� ���� I- 1 1 Il:��, � r TEMPORARY SHORING PER ARBORIST i� �® � litIr���+� ®�P- /���� _ _ I 4. �1 / I \ TO MITIGATE AND REMEDIATE• I ArElI • �®".�, �� ���®j�®jj� �'®®�� -r i �� ��, ����� �'CE �� ,�/� T ' I . ♦\ �+ ♦ 1 I�\ CONSTRUCTION DAMAGE TO EXISTING 11111 LINE OF PROPOSED EASEMENT ,,,S7- 9��9i�4. �' �/� ��'� �� �!�'.T%_ /�,.t�ll %P _ °I° q� \\ , �\ . TREESI ,� X44®i�G��i��i ������% ��� • ��� �� ����r�IA���� � -T� I / 1� �. w = I A PROPERTY LINE )��`�®�����ji��a T1� s'Ri' 11110107, �P _• /�/ �? i,�iG ®1 ®�®� � '� lAgh;:�; T O.ROOF EAVE @8184'-10 9/16" SNOW STORAGE' ____- E - _67 - � G E70 ' I / `i�' ��i�i®®i� �� __ 74 i AREA IS 74.5 SF - o -p• �� _ \ 4 i0 iso®i ce�>•� ® t ��` -6.3/0 I T T • � ��1'I►��®®i��•16/.410•4.1•0 �`/��i��i� � �®�� Ute' �� \ \ , � E � i Via- --gp�� � \ ♦ • ♦ N!i