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HomeMy WebLinkAboutDRB120011 Plans_marked up Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign u� � r� � � � � 0 LOT 1 " �. (RECEPTION No. 96766) � t..� � � / �} � � � J `�'r ry. � � b� � w � � r LOT 2 � � o � ..� \ \ / (RECEPTION No. 96766) � `� m � o \ � � p � r- � Q� a � `�' \ � / � � � \ \ � � � � �- EDGE OF CREEK �••+� � ����� \ . - ■8385.6 � � � APPROXIMATE � FOUND PLAIN No. 5 REBAR 3g� CENTERLINE � APPARENT WITNESS CORNER OF CREEK h� � S \ \ _ s8. �, -8387 ■asss.s �sss5.s ��• Q � APPROXIMATE �\ ���. g2'' \ �� 50' CENTERLINE OF � i � � � � CREEK SETBACK � �? �/A \ / , � � ��, � . .s � 2s' � � � �� � V � LOT 3 \ x 8386.6 \ INDICATES AN EVERGREEN TREE � � �d �;V� � � (0.5' AVERAGE TRUNK DIAMETER) � � � � ��- EDGE OF CREE �P AR CELS A � B� � � � RECEPTION No. 352330 �� � \ � ) � ��� � S43'36'00"W � � ��.� � ss.i 3.35' -�S� l� x 2 `fl3 � � � � xssaa.� � �� �. �g� � .asso.� \ 3a�.s /� O � s � "� � �9,s3 � � o° s`�.�. � F � SHED � LOT 8 x8 s.3 �� � �, .a3ss.� a�s.o � � � � p� � � R. ' �. (PARCEL B) O�ry � \ � � � � EASEMENT \ O (RECEPTION No. 286616) � � � "83s 5 � �� � � � � \ \ x 8391.2 �9O \ \ � �1.0' DIA. �� � � � - _ _ � ■assi.s � � ,O , � / ,/ �� � � � � -839"� � � � � � �� OUTLINE OF DECK � � � � � � �^� "°�SE LOT 7 � m � I $�g� 0.8469 ACRES P � ^� ^ �j O � � � I �� FOUND No. 5 REBAR � � L _ � 4017 LUPINE DRIVE � �� � /� GARAGE .a3so.o WITH A 1�" ALUMINUM CAP T� - j � P.L.S. No. 5933 � V 1 � � APPARENT WITNESS CORNER � � , / � � FLOOR I xasso.s (ELEVATION = 8390.8') � � SLAB I O _ - 8388J 8390.8 / � _ J � , � _ I APPROXIMATE 100 YEAR Q� � 3ss.s - - _ I / FLOOD PLAIN (SEE NOTE 6) ^ SEWER MANHOLE l - - - _ �RIM ELEV. = 8387.0' INDICATES A DECIDUOUS TREE �_ � ' / � ■8390.3 $�0�0 O It�V�RT = 8378.6' (1.5' AVERAGE TRUNK DIAMETER) ~�� �� ■e39a•� INDICATES A 8,3g � 89�8 � i � \�\ �� �Jg9� BOULDER 1��. % O O \ / � O � l / / �O � ■8391.8 � �/ � �� � � y�Q' 8389.3 �M � I N D I C A T E S A N E V E R G R E E N T R E E O � � �� � ��v � / / � � � (1.5' AVERAGE TRUNK DIAMETER) � / � 0.5' DIA. � / .�° � '� ' /- [-� � P� � N • � � SF�F� V � ��Q� � / � � � a� � R�� 838s.s � ��o� �"� � � �F �� \ �a3so.2 8390 EVTREESEN / O \ x8392.0 LOT 6 � V �� � � � � �� �� (RECEPTION No. 96766) �ssso.a �\p� sT eoRE � �p� NOTES: \� / / � '� PHONE PEDESTAL ��� 83 ��-839 � 1) DATE OF TOPOGRAPHY: 1 1/16/201 1 CATV PEDESTAL �\� F`L x$ssi.s g392 � �� � F,p �\ 2) BASIS OF ELEVATIONS: TOP OF WITNESS CORNER MONUMENT FOUND MARKING THE NORTHEASTERLY "�91' �� ��'FF� g3g3 // CORNER OF THE SUBJECT PROPERTY, ELEVATION = 8390.8' (NAVD 88). CONCRETE PAN � � ��-�" T,Q� � > � \\\� ` x �/ 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY �� 8392.3 \ � INDICATES AN EVERGREEN TREE DEFECT IN THiS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, ���� \ •ass�.s (2.0' AVERAGE TRUNK DIAMETER) MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS EDGE OF ASPHALT �� Roa,�waY 839��� �� � �--- FROM THE DATE OF CERTIFICATION SHOWN HEREON. � � ��S � \ �� �\S19 A � � � "� 4) THE BOUNDARY DiMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD � \��O� � �� �� � -� PLAT FOR THE SUBJECT PROPERTY. � ■8393.2 ��� CURB & GUTTER �� �� ��\ �/� 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. C ' 8393.4� �1�` 9 j�, CQ� -�� Q �� , 9s �-- 6) 100 YEAR FLOOD PLAIN INTERPOLATED FROM BASE FLOOD ELEVATIONS FOR "ZONE AE" AS INDICATED �/� �� ON F�RM FLOOD INSURANCE RATE MAP No. 08037C0493D, DATED DECEMBER 4, 2007. � �� '����� ' � INDICATES AN EVERGREEN TREE �sO� 8393.9� � � ` (1.0' AVERAGE TRUNK DIAMETER) MAIL BOXES �� O � � " I� � \� � �j/ \ I O� WATER VALVE ? � `� � � � � � � � � � � �� � �� EDGE OF DRIVEWAY SURVEYOR'S CERTIFICATE �1 ° 8394.4 \� � I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE � o � � OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY Z � SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. _ \ � � � � \ o o � � � � � \ dy°`°'°°°,.. ------------------------------------ i :�°' �' ��° SAMUEL H. ECKER � � � " 20 0 10 GRAPHIC SCALE 80 COLORADO P.L.S. No. 30091 � 3�� , � FOR AND ON BEHALF OF � � �• ' �U���. ' � \ GORE RANGE SURVEYING LLC �e ° � � � `° m IN FEET � � ������ l� ���� � � � ) �� � 1 in h = 20 f . � � �� ��� �-��� c t � � � � SEWER MANHOLE � � m � RIM ELEV. = 8396.5' m � �� � Z INVERT = 8383.9' � V Q V O Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign >'-�- ��c��� S, Turn��s��:d, Ai� %' �� � �� •. a�.r7��E9CiLl�I C'�Jf1S#Y€1GktOf 1 I I C�kP,II�Y�J�SI�EI �� ��/ �� �� i � � i � � i � �i �� �� / \ � ��/ � �/ \� �� / \I i� i .-_ \� �� �� i� � �� / \ � I I �� �, u� � �� � � � � � � ��� i� �� �` � B d r o o m #2 N' � / I _ . . y " ' ' � � � � ����__ � n � �� . T.O.Upper Level Subfloor � _ � T.O.Upper Level Subfloor � EI. 1 1 1'-0" -- EI. 1 1 1'-0" ., �f � , • " _ ` f , ` ` ;.. ,. � \ . _ °,.. , r / � , . . f o '. � . // \ rJ ;-_--- - - -- - - ----- -- --- , ----- - - - - _ o ; : .. , / \ . .... : �J ...... - - - - - , ° � � .. . . ,. .. � .� . . ... - - _ � . .� . ... _ o :. _ . . . . . . ^ ° :.;. . . .. . :.... .. �.., �..:.. . . . . . , � � .- . . _ __ . o '. , . ..: � � . .. .� . .�..:. .� ... .� . .. � . � � � . ...�., . . . ,.. �_„ . . . .. . . . ... . . . .. .. . ., . .. . , ... . ... , . . � . ��. . � : ' , .. . . ... . . Aluminum clad wood ( � M e c h T @ C q a r ' . ,. . , .. .. ,'. windows,typical. \\\ // � , . Spot Eie ation 8393.. hr r G a e � Top of Foundation wall �" T' . —- _, -- _ T ,. � -. . � � � � . � L � �_� i �� � �- . , � � -� : � � � — - -- �-- . � - -; _ , , � � -� Z-� � � � � . � - _l � - -!�- �--� . � . , v X T.O.Main Level Subfloor r _����_S � �_ _z� ��� T _ _ ____ _ __ _____ ___ � __ __ _ _ _ _ _ _ _ T.O.Main Level Subfloor = � Q — — — T_�.� � -- -- — �- �-- — — (8392) EI. 100'-0" !—�.,_ �_t� � l � ' � ��� � .. -- — EI. 100-0 ( 39 ) � , _ _ _ _.. _: ,': � � — �- , i_ .,� � ... — � . _ � I —�J ,� -- rt�_ � _. . _ , . 8 2 _ � C`7 — , , —� I � I = I —II — ' p � � � I I I I I I - I I t/� I I _ I IIIIIIIII IIII I I I I III I I I I � I I� � I� I I I I I � I I I� I� � I I� � � I I� _ I I I I I _ I� I I I _� I I '� � � � I I' � I� � I I_ _ I I, , I, , ,I } � — _ _ - — - — _ — — — M — — — — — — — — — — — — — — — — — — — — I � _I � � . IIIIIIII ! , IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII III u � � = I I � I - I III III III III III III III III III III III III III III III III III III III II ' III III ' ' � i � o IIII IIII IIIIIIII III III III III III III III III III III III III III III III III III III III � � II III II II II yN O � I I_I I I—I I I � 1 I I I_I I I_I I I-11 I_I I I_I I I_I I I-11 I—I I I,I I I_I I I_I I I-1 I I I I I_I I I—I I I_I I I:-11 I_I I I-11 I I I I � I I I I-11 I '— _ � � � -� � � � � � � � � � -� � �-� � � � � � � � � � � � � � � � � � � � � -� � � � � � � � � � � � � �-� � � � � � � � -� � �-� � � � � � � � � � � � � � O - � dS = v � ° o , INSIDE COURTYARD ELEVATION - UNIT B � � �= ° � � � U � M A3.2 SCALE: 3/16"= 1'-0" � � N � � V � � � � s 4 � o • U � � H a U Q � d- � � � _ -� � ,2 � � I ' . , . _ . .,. Unfinished Unfinished ' � ----------- ,.. �2 ,. � . -. . . i T O Upper Level Subfloor , - ' ' EI 111 0 . -- -- — -- r- — — -- � i � -- 1 ----- - � � l - � ,_ � . � � ' � � , � � � I � I �-I � � � I � �_ � � ,_1 I \� - � � �\ ' � � � � � � � � � o = � �. - � �. �. -_�- � i � .� \ 0 o � 0 Three C r Gara e Mech. Office � � .. ;--;� T'' �' ' II ` `. '., -- " , r,�� �I \� � _. _- ; _- _ II . / � , Spot�levatior� .(8343)., ,. . . - -- � ; ' , . . . T — - — - , . , - , :. — ��r . T.O.Main Level Subfloor �. ... � r ,� � _ �/ — — -- — ------- — -- -- --- — — --- — — -- L — _� —dir ---�------------- --- -- EI. 100'-0" (8392) � _ - — F"� i i i I i i i i i il il i i I il i _ I _ II�lilllllll� II�IIIIIIIII�lilllllll�IIIIIIIII�i � lllllll�III�III�lil��III�IIIIIIIIIIII �III Illlllllllilllllll�Il �llllllllliillllllllll II �IIIIIIIII - - - -- - - - - - - - - - - - - - - - - - - - - - - - - I� II � III II � 0 I �III� II � III II � III II � III II � III II � III II � III II � III II � � III III III III III III III III- � II III III= � III III III i III � � I III III III III III III III III III III III III III III III � � III III III III III III III � � � III -' ' �, , ,III, , ,_ F--� —III III III III III III III� Ili � � � � � � I � — i i—i i i—i i i—i i i—i i i—i i i—i i i — I 1-1 � 1-1 I I-1 I I�I I I-1 I I�I I I��I I I�I I I�I I I—�I I I�-1 I I I I I I I I I I I � � i �� � � � � � � � � � � � � - � � 2 INSIDE COURTYARD ELEVATION - UNIT A w � � � � � � � � � � � � � � � � � � � � � � � � � � � A3.2 SCALE: 3/16"= 1'-0" � �' � � N z `° � � � W w o � � b � � � o 0 a Q o � z � � � .� Q � � � � � � � � o � � � E� � N Q; � � � M N � � . � W � � � ` N � � �, � � M �� N N � � � I � � ~ � � m � Q c� � m � � � � w U -' z Q Q � z U '� I---� � O � � � �j ,N N f 1 �� ^ � O � • * NOTE : Drawing scale is 3/16�� per 1�-��� BUILDING ELEVATIONS UNITSA & B Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign Scott S. Turnipseed, AIA nrchi�;,turelconswcilonllnieriartlesign