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N r � i M VV/ , � �� � � � _ � � � O O Q � p,� . ��, z - o � � ! �. a� / / � o���� fi�fi�C�J�GT �'���G�fi�� ��G� I ��.GT 1.. fi� 1���;��T I �� l'��G�I T�GT B�TH LE1lINE �RGHII'�GT, (NG. GLIF� r4ND BONNE (LLIG _ P.O. BOX 1825 7q6 � �Q8 FOREST ROA�D REMOYE THE FIYE DEf�D Ti�EES PEi2 TOM Tf�LBOTS R4GKY MOUNT,�IN GUSTOM L�NDSGrhPE. ,41/ON, GO 81620 �/P�IL GOLORf�DO 8165� ENLARGE THE DRIVEIN�Y ►4REf� FOR LOT �q6 � � P.O. BOX 3672 �q�0) qz6-4qq3 F�X (a�i0) q26-2qq3 NEW LP�NDSGAPING -5EE SITE PLP�N V AYON, GO 81620 GONTAGT: BETH LEVINE NEW HOT TUB AND P�4T10 AREf� � M (a70)748-8461(P) (q70)82�-54q0 (F) NEW STAIR GONNEGTING THE TWO UNITS (�'� r-�i GONT�GT: BOBBY HEAD 0 � O � � � a �SO I � �STfi�UGTU��I. � � � � � � GO�lT��GT�i� GO��� u o � ���lGl �l��� ���lGi �l��fiZ - • � � � � � � � 0 �i � P E�K L�N D G O N S U L T�N T S i N G. K i Z M G O N S U L T�N T S, I�I G. B E G K B U I L D I N G G O M P��t Y INTER`1��TIONP�L RESIDENTIA�L GODE �T•�1 *O � 2003 � � �O 1000 LIONS RIDGE LOOP, SUITE ID PO BOX 45�2 P.O. Box 4030 � � � V�I L, GO 8165� UP.I L, GO 81658 VP.I L, GOLORP�DO 81658 � � � � (a�0) 4�6-8644 F�X (q70) 4�16-8616 (q70) q4a-q3ql F�X (q�0) q4q-1577 (a70) 94q-I800 (PHONE) {q�0) q4q-4335 � '' � . GONTAGT ENGINEER: JOHN FEE ENGIN�ER: KIM MGGHEE GONT,4GT: kEVIN O'DONNELL � � w BRUGE NORRING � a1 � � � � !�� �� � f�������lG� ��OJ�GT �l��.U�S G�1��i��� �l�T�s 1����ll �lG I �11'��X i����I I�G� EXISTING: 2. M,4TGH A�L�L�EX15 � MATER A�LS�4ND GI GO�ER SITE ?�REA�: ST�ND�RD OF GONSTRUGTION UNLE55 SI.I SURVEY-�L1�T I. NOTE: I.q�12 �GRES NOTED OTHERWISE. 51.2 5Ui�1�EY-TOPOC�R�PHIG STEYEN �AMES RiDEN �RGHITEGT 46,642 SQ.�T. ,�I.I 51T� PL�N P.O. BOX 3238 SITE G01�ERRGE: /�LLOWED - I5�-6,aa6 sa.�T. �41.2 L�NDSG�PE/EXT��IOR LIGHTING VRIL, GO 81658 �L�� W�S THE ORIG1Nf�L �i�GHITEGT ON THE EXISTING = 8.79b = 4048 SQ.FT. BUILDING �OR THE G�NNETT RESIDENGE. BUILDING FOOTPRINT = �SqB SQ.FT �2.1 GP�RA�C�� L��/EL fi'L�N ED ROOFS 01/ER 4'O" = 150 SQ.FT. �0�I �� �2.2 �NTRY L��/EL PL�N BETH LEYINE J�RGHITEGT, ING. REGEIY ��/ER�GE SLOPE GALGULA�TION = 3a9b PERM155101� FROM STEVEN RIDEN TO Lr�NDSGAP� ZONE DISTRIGT: TWO FAMILY �3•1 ��ST � 1�ORTH ELE\/�TION USE THE ORIGINP�L DR�4WING �ILES. �3.2 WEST A�ND 50UTH ELE��TION ts�u� �A� BETH LEYINE f�RGHITEGT, ING. A55UME5 REQUIRED = 6090 OF 51TE = 2-1,�f1�f PRIM,4RY/SEGONDF�RY SQ.FT. FRONT SET B�4GK: 20 FEET (NO GH�NC��-�Oi� R��Ei��NG�) �'��5 �� �LL RESPONSIBILITY FOR THE REYISED EXISTING = �f4� = 43,�54 SC�.FT. SIDE 5ET B�GK: IS FEET �4.1 5EGT14�15 TO BETH�ILLIG o4-24-oa DOGUMENTS. LIGHTING SET BAGK REGUL�TIO�I �LLOWS �-rj,� E�IL�RC�ED PL�NS T� � � 04-27-0� 2. LIGHTING GALGULAT{ONS-GOPY FROM �LLOWED = 46 MRXIMUM EXTERIOR PROJEGTION INTO THE 5ET BRGK PRIGII�Ib ORIGI1�fi�L RIDEN DR�WING SET. � �� L1GHT5 GROUND LEVEL-�6 ToV � / 5-2o-oq DEGK LEVEL-5'O" STRUGTUR�L REYISION NEW: 51 NOTES � D�T�ILS SITE GOVERP�GE:NO GH,4NGE-4048 SQ.�T. 52 PL�NS �IT 6-o8-oa NEW Hf�RDSGRPE �4R�A: 1306 SG2.FT. S3 D�T�I L5 ���.��=y..�-� �;_ �gyA� A�DDED - � ' - NEW LA�NDSGAPE �REP�: 42,448 = ql� `��� ' ���+� LIGHTING: 42 EXISTfNG FIXTURES � �c���y�i � ,��.�°';��� �+�t�a�� TWO NEW FIXTURES ABOYE IS" �DDED 44 TOT�L FIXTURES f�B01/E IS" ��`��'�. s �/a S' , <� ��.�����a� -- ,`�,Q� ���0� � �,�Q ��'D � [� C� C� � �IC� � s F� , D v�� ��►, � ar� � d���� o� ���� -2���� V�IL �'��. -�a.�-° `��� YOWN C7F _ ���p ���a�,°� � � `��e�� �� ��i9 , ���0�� �Op� C:LprojecCs�IlligLCOVR.dwg, 6/7/20�911:29:36 PM, DWG To PDF.pc3 � ��� � �t � � _ U L P ►� —o , . ��;._• :. �{.� •. . _ r`"�` ..�.S �;.'°s � ��z 4..:'� ."'a r� � f—� �;'��" NI���tQy���,I,�i�F�.��' � � ._ y a'=� 'x"�'�.,WF,„�, �,,, � �, ��A � '<� �,�"� °� ���*���;�:�+x;:5� v t i��'��'� ��'��� �: �Ik r�e1 '�z`.�_"". ' lerL � �'` : V/�� }� A'r,��!� j.����+�.'°.z3nr��'�-,.,_�; "r�� ���f.X jf � � A '��[ „��SN� Y,s,�, € � S�C1t�S'��31�� ������ NE CRN, �`� `,'�,Y�, i"�" `,��„!�,-°..~ ,�_'�'�'�� `'�=� � SW 1/4, SW 1/4, SE TION 6 � �,�� �7��LnfE"� ��� TSS, R80W 6TH PM � � �� � �and�t�n� � � r ,, � �l�t��n��,r ��� � � T4WN OF VAIL, C�UNTY OF EAGLE , STATE OF COL�RADO ��� �SY �����;(����i���,�d�,�...:� �tdi����,� '�ti� �,5'��n�' s�:�w��~�W � ���`���� x � R+�d ��`� -�y' _ _ ��- P . � ���, ;d:���x ,,.�;�-uy'�' �„�;.�_�=�""`��`�a���Pr��(����9���d`���-�'������� CERTtFlCATE OF DEDICATION FOR MORTGAGEE OR DEED OF TRUST HOLDER �a.,.. �,�,,„�„� ����~ , �.�.ro�" � �^�` �_7 � �,�� '��� � C, �`` ,`� �I.rl'11 � Know all men by these presents that Private8ank and Trust Company, being �.�-f��������" ''s.E � the hoider of o mortgage or deed of trust on that real property situated �° "� �. �.;A � �" �F,:" �y, `��`�.rvY. �``�'��'..'�', SURVEYOR'S CERi1FlCATE ��r in the Town of Vail, Eagle County, Colorado, described as follows: �f���r �� +� � 'C�r '4°"�il �'�'� � 1�"��� �"'f� "�r., ���'�"�'� �"� � ;�''` �'1j � � + I do hereb certif that I am a Professional Land Surve or licensed under Lot 13, Block 1, Vail �Ila e, Sixth Filin accordin to the ma thereof Q � < _��a�ra� . ,-.� 9 9 9 P � _ � � '�y'� ,____�- ,�!�- ��fl�IS�1�c'�� �.� ��'�r��i��� � ` ' �'���1 Y Y Y `;.jT'����,�,� 6,,+� � �� the laws of the State of Color�do, that this map is true, correct and recorded as Reception No. 99380, in the office of the Eagle County, � _.,, °�- ��;-1� ��Y�;��'��-� w- N,.•,�.; complete as laid out, platted, iedicated and shown hereon, that such Colorado, Clerk and Recorder, containing 1.072 acres, more or less. �`J'��°.#� � �'� �,�, • �*r � � condominium map was made f•om an accurate survey of soid property by me CERTIFlCATE OF DEDICATION AND OWNERSHIP � .,,_ �y �' ���� and under my supervision and correctly shows the horizontol and vertical as shown on this final plat under the name and style of Vail Village Sixth �� ������ location and dimensions of the condominiums, parcels, easements, and Know all men by these presents that Kathryn Ganett being sote owner �'�"�� '� � A Resubdivision of Lot 13 Block 1 a subdivision in the Town of °�X �..,� �``,°� Filing. , � ��° I"� �"� �' streets of said condominium �ra as the same are staked u on the round m in fee simple af all the real prope�ty situated in the Town of Vail, , ����--;� � / � p P 9 Vail, Eagle County, Colorado; agrees to the dedication and setti�g apart �b.-v.��,���-��.� ��'��'�� � compliance with appficabte reg�lations governing the subdivis�on of land. Eagle County, Co�orado, described as follows: all of the public roads and other public improvements and places as shown �� °�, ..�,,..�„,,.���..,.�� �.�. y„��_ ;�T_ �'4� !�S����1 � '�-r=�=°'� on the accompanying plat to the use of the public forever; and does hereby �, °�- '��°� `"`"� „�`� �,� In witness thereof I have set n hand and seal this ____ da of Lot 13, Block 1, Vail Village, Sixth Filing according to the map thereof '"��s�,„�T �,+y �, y y ogree to the dedication of those portions of said real property which are � "�����=��=u 5�� � __� _�, A.D. 20�_. recorded as Reception No. 99380 in the office of the Eagle County, indicated as easements on the accom an in lat as easements for the ����,�' C� �_FC���.._�.�...._��,�.,�,.�u.,. P Y 9 P , „�����M�.��,���M1�~�=-�� Colorado, Clerk and Recorder, containing 1.072 acres, more or tess. purpose shown hereon; and does hereby agree to the granti�g of the right have by these presents laid out, platted and subdivided the same into to install and maintain necessary structures to the entity responsible for arcels as shown on this final lat under the name and st le of Vail providing the services for which the easements are established. --------------------- -- P P Y Michael J. Post Vdlage Sixth Filing, A Resubdivision of Lot 13, Block 1, a subdivision in Executed this _ N_ day of ________�_____ _ �, A.D., 20�_. SUBJECT SITE Colorado P.L.S. 30116 the Town of Vail, Eagle County, Cotorado; and do hereby dedicate and set - N Professional Land Surveyor apart all of the public roads and other public improvements and places as shown on the accompanying plat to the use of the public forever; and do Mortgagee: � � 1 �I -�/ hereby dedicate those portions of said real property which are indicated as PrivateBank and Trust Company �' E VI C�I V� I I MAP easement on the accompanying plat as easements for the purpose shown Address: � � hereon; and do hereby grant the right to instalt and maintain structures to ----� ____ Y_ �- S SCALE: � �� _ ����� the entity responsible for providing the services for which the easements --- —�- are estabtished. NOTES: By� ----- --- ---- Executed this____� day of �M_ M�__r__. A.D., 20___ (Title)� _ —___�_________� 1) Date of Survey. February, e006 Owner: STATE OF� �_) 2) Stewart Title Guaranty Company commitment No. 04036006A dated Febnaary --------- .. 6, 2006 were relied upon for �II title and easement information. _ COUNTY OF �___�_ -- ss. 3) Notice: According to Colorado law you must commence any legal action ----- based upon any defect in this survey within three years after you first Kathryn Ganett The foregoing instrument was acknowledged before me this __ day of discover such defect. In no e�,ent, may any action based upon ony defect in Address:N --------- _, A.D., 20�_ by ` this survey be commenced ma-e than ten years from the date of #he ____��__ _�__�__ -__________�_ as certification shown hereon. --- ------ --------- ------- of --------- --- 4) Basis of Bearings: is a line connecting found monuments marking the My Commission expires: _ west line of Lot 13.(as shown and described hereon). ---- ---- 5) Protective Covenants of Vai Village, Sixth Filing recorded in Book 183 STATE OF� � _) Witness my hand and seat. at Page 1 as Reception No. 99409, and Amendment recorded July 14, 1964 in Y )ss. Book 183 at Pa e 141 as Rece tion No. 99640. � ___________ _��_��________ 9 P COUNTY OF _____M_ Notary Public 6) The purpose of this plat is to subdivide Lot 13, Block 1, Vail Village, Address: Sixth Filing. The foregoing instrument was acknowledged before me this _�� day of -�---- -- -----�_ LAND USE SUMMARY 7) Lot 13E and 13W are subj<ct to a Party Wall Agreement recorded under ________�_�_�, A D., 20___ by Kathryn Ganett. ------------------ - LOT AREA ACRES USE DWELLING UNITS ADDRESS Reception No. _�_���__ � ) 8) Addresses are for informat�mal purposes only and may be subject to � My Commission expires: _ r __�_ 13E 0.643 1/2 Duplex 1 796 Forest Road change. Please verify addresse3 with the Town of Vail Community Developement. Witness my hand and seal. , 13W 0.429 1/2 Duplex 1 798 Forest Road 9) PLAT RESTRICTION For zoning purposes, the two ots created by this resubdivision are to be _ _ �� ____� __ TITLE CERTIFICATE � 072 treated as one lot with no mcre than one two-family residence allowed on Notary Public the combined area of the two lots. The gross residential floor area for the two-family Address: _ 5tewart Title Guarant Com an does hereb certif that the title to alf residence will be calcuiated b�ed on the combined area of the two lots. -- --- -------- y p y y y � lands shown upon this final plat has been exammed and is vested in: - - ------------- Kathryn Gannett and that title to such lands is free and clear of all � liens and encumbrances, except as follows: � � _ _�_����--------- ----------- --- -- � z I ♦ — -------------�_���_ ----------- ---- � -- ----���_N�— ---- ---- — ----- D' 20' 40' 60' SCALE: 1 " = 20' Dated this ___� day of _ �____�__ __ __, A.D., 20___. L�T � 4 Stewart T�tle Guaranty Company � Address:__ _______�___ � , ' ' �_� �_ � FND. PIAIN #3 REBAR I FND. PJ�11N #3 REBAR By: _�____ _— �_____ N 00'00'00" E 395.39' MEAS. 394.s4' Pu� BASIS OF BEARINGS 8�, � 4��05„ �p�p,� -- ------------ - ¢S�sy �03 as: ----------- -- -- i �'°� � � � i '� ' �� -" � ; � ��� �� � � � � Z DRIVE ADMINISTRATOR CERTIFlCATE ' d' J OUTLINE ; � 'P This final plat is hereby approved by the Town of Vail Administrator this � LOT 13W � � a�, � _ _ day or ------ — � 0.429 ACRES � �1 � ATTEST: N i 98 _---"� BUILOiNG OUTLINE \ NY � (� � I � � f*� � � ' --------- - ---- ------------- � � S 04'2e'p2p yy 341.06' , � » � � � Town Clerk � � � Administrotor � � � p S 73'03 25 W � p Town of Vail Town of Vail 10' EASEMENT U N P LATTED � � 1 2. 33'03 25 W 1.86 ��S 09 35�34� E O = � i \ 6,35p E �� 43.80 cp � S 16�5 � � CERTIFlCATE OF TAXES PAID ao � � 'Z2•4 � � � N � �� r N � 1, the undersigned, do hereby ce�tify that the entire amount of taxes and �+ � j � � � -� � assessments due and payable os of _ _ _ __ _�M_____ _ � � LOT 13E C��L� � � o O upon all parcels of real estate described on this plat are paid in ful{. i 0.643 ACRES � DRIVE �r � Dated this � day of _� _ __, A D , 20 � � gg � OUTUNE � w. � \ N -- — -- ----��_� N j BUILDING OUTLINE U' � . � � � Treasurer of Eagle County :.. � \ � � i \ � i \ � CLERK AND RECORDER'S CERTIFlCATE ^ � j \ ������� � �'�/ 1gs,, Th�s Plat was filed for �ecord in the Office of the Clerk and Recorder at 5 i ,.-� ,.r--' " L� ,.---�'"� '�SS,. SET #4 REBAR WITH 1 1/2° ALUM. CAP � � -''� ---''� (P�� STAMPED P.L.S. #30116 ___ o'clock y ' t_�,�-- ,r-' -- ---.M., on this ��Mda of - --r---�-, 20M_, and . � � � 80' 9.7'rJ� �CALC.�W is duly recorded as Reception No. _ _ __�__ • I (p�� 9.88' (PLAI� ND PLAIN #3 REBAR S 00�01'01" W 416.28� �MEAS.� 415.89' (PLA� ( 8 FNO. PLAIN 5 REBA I ---- ------------------�_� T �i ' Clerk and Recorder , � s(S3S� (A � BY� ------------ -- --- �rj # Deputy LOT 12 � 41199 HIGHWAY 6 & 24, EAGLE-VAIL P.o. aox �23o SHEET 1 OF 1 EDWARDS, C0. 81632 970-949-1406 JOB N0. 821 .., a , ., _ ,.. « >..,..- _. �.. .r r . .. . � � � h i . ` ' �, . , NOTES � - � 1) DATE OF SURVEY: 4/16/09 , � ADDiTiONAL T�PO SURVEY: 5/z9/09 � � ' 2) STEWART TITLE GtJARANTY COMPANY COMMITMENT N0. 04038006A DATED � ' SEWER MANHOLE 016 FEBRUARY 6, 2006 WAS RELJED UPON��OR ALL TITLE AND EASEMENT � MEAS. RIM=8110 4 INFORMATION � N' INV=8103 2 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL BASIS OF ELEV ACiION SASED UPON ANY DE�ECT IN THIS SURVEY WlTHIN THREE YEARS E . � � _-__ _ _ _______-x ia,a � AFTER YOU FIRST DISCOVER SUCH DEFECT. 1N NO EVENT, MAY ANY � EDGE ASPNALT ROAD 136 i2.e __�_-- ""'�^ + ACl10N BASED UPON ANY DEFECT IN THIS SURVEY 8E COMMENCED MORE W E _ _.. --° - 13�� THAN TEN YEARS FROM TNE DATE OF THE CERTIFlCATiQN SHOWN ----- - -� N 9O'OO'OO" W HE�EON. i � � - 121 ,��---'�� T Y2,s OC NC. PaN _--�-_._ -� --�J 3s� 9.75' (CALC.} 11,3 __ i3.o - � "�,R,���'� �� y� � . 4) 2-3' OF SNOW ON �OT AT TiME OF SURVEY CONDUCTED ON 4�16�09; SOME F'EATURES � `� -� � 9'� �P�» MAY EXIST 6ENEAl�i SNOW THAT ARE NOT SHOWN ON THIS ORAWING. ° � � S � � ._ ,. '- � � ��` ,�;�,��''y��'y�'�� o.z EI.EC NO SNOW EXISTED FOR ADDiT10NAL SURV�Y CONDUCTED ON 5/29/09. O 1 O 20 30 io,��___- ���T�,��<�� �" T�� PE ��r, METER 5) BA51S 0� ELEVATION: SEWER MANHOLE 016 INVERT=B1Q3.2 (5EE DRAWING). �C � i � w � � 1� ����'� %�I '4r� 0 2 PED NE 6) BASIS OF PROPERTY LINE LOCATION: PREV. FOUND MONUMENTS bN W. LiNE L�T 13. .. BOULDER '� �4 ��, � t < , � �� tii � WALL r J, � �`�,� �,� � 7) BEARfNGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE ROAp � � "�`'`--1�-��`"�� - � ��,ia i�.�'�l � i �� � /�^'�,� a$ AS SHOWN ON THE SUBOIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD ,�;-- __ � ,�� t� �,�a � `- � 6E NECESSARY TO DETERMINE 'TF�E TRUE 0►MENSIONS OF THE lQT AND . COR�S� ,D.�H VPR��S� � � � 1,�5 .g3� P�� �' �,y'�`4�e�# '��Qt�Y'� � ��-�t � FOUND SETBACKS, WHICH MAY VARY FROM THE PIATTED OIMENSIONS. w. �..:-, <, � , _we ng _r` R�`` � �, ; ',� PLAIN #5 REBAP, _ � �RO• W �'.{�03 _ ; M „�..�-- 5, � .�� $�15. ,��� �, �,, B) BOULDER WALLS SHOWN ON THE NORTHEAS7ERLY PORTION ARE APPROXIMATE DUE TO SNOW ° STONE VENEER " �.,f�;.•� ---�"� 58•2 � r `/��,'�, .�, ' DEPTH DURING THE T1ME THAT PORTION OF THE SURVEY WAS CONDUCTED. � � / �� 4 �i � WALL \�;� �,�.i; � ��,']Fj'�8'S5 � s�;'✓�M p � � �f g���/'�C�y, "'`�y { �4�.y� � '�� - �,+. a U�20 !\�i^. \/ \/\��� ~ l � , �'��� �`�� � x�� �� `'��� ! � rLOW VOLTAGE;}s�yt �� , � 9) 1 CONTOUR INIERVAL. � r�'� \ l,� � - 0.3 ��.��� �- �� TRANSFORMER� .�,� ` OULDE ' � , � � ' ; ,r 10) POSTED ADDRESS: 796 FOREST RpAD r�� y �� ,,,' +` +f; ��.�;, �,� ' �6�, v%y�� r WALL '-� � i\ � ��' ' � � 11) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN °� .� , '��ti� �,�,�'� � ��� "' � �>���'� �'"`� � ` �� '�� `���' %�� � OR CONSTRUCTION IMPROVEMENtS 4N THIS PROPERTY, TOWN OF VAIL � � � I `< y ' � �`�r ' , /� \ `` 'i�� 0 8 / ��r 1'� � � r � ' �� ,( fi�� 1.4 ° PREVIOUSLY LOCATED '- , � = Y ;`�;�';i%`�` \� �I�,,/ :�' �,� '' '�`'f v�] '; ''� SHOl1LD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. , �, , , „/. �� � � . t �' ,{'`� !�! 'r � �..------ PLAIN #3 REBAR � q�g.8'� �r �� "� ��;��� j��� , � ' � �,�'���,����, ,� � �� ��� �r�'���� 12) THIS SURVEY AND THE INFORMATION CONTAtNEO NEREON IS THE PROPERTY OF �'� I �,- ;, �`/1�y��`,\\ ,� '/�;I��,.���� _ : � ;��i,. ��x r,, , ,,, �� � EAGLE VALLEY SURVEYING, iNC. AND IS 1NTENDED FOR THE SOLE USE OF THE � ' � �,,,4 ��., i!1`,` , ' �s,�� yS��'`�,�, � / ,! , '�` ,,, �,��, ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS iS PROHIBITEO. _ �� , I "` ,y,/ i \ - ,✓ /� :��.l`�>/r;\ ���� '� _ ` � � . �► � 4" PVC � �'`-� ,�--n`-.°^� �.r.� ��� i7e���y,� `,��'�`�y � r ' ' I' -, r.o R�. OUnET � ��.��.= ��� ,�� > � ✓ � '��� i� �= � ` '�' -�-�+.TT-�" �'� G `�I '\ `.�� ' � X.X DENOTES DEAD TREE WITH APPROXIMATE TRUNK OIAMETER '��' I coNC 8119.2 � �a.� ��.���z,��'� '�'`�. '�` ��'`��,�',�, ry ���K �,�^��. �/ S7EPS GAS � ��y. h�;"�`� � �✓ '�' �``�' � '� ij,��� Qj o 2 , .� � METER t C` ��t. �, �{� �`�, � ,S� 02� � ��\!'���r, � � � � ' \ �� �' �� �'��'�� ��� ��y� �N, ��� i - S 09'35'34" W ��. � , �"`,���`;�, ��'� �'� �� �u.� ^ _=+r�=` X.X DENOTES CONIFEROUS TREE W1TH APPROXIMATE TRUNK DIAt�ETER ;� ° � � 43.80' \ � ie��� � �� ��`��v i i� �✓1 0 2 �b� i:t '�\ 1 �r rs �1�;';1 � � y PAVER DRIVEWAY, � , � � i1 , � 8� �� ���� j"��� � ���*,,������� t d` V` � � ;'i, ����r _ 20 ` ., ✓`^,��/�� ;'���Y �.r `��j.'1 >i ` `' t�'�i /% ' �`r�%� SB 5 � �� �� , � ����Y� ��`' �',�,`BOULD R ' � '' ` � '�' � -�� X.X DENOTES DECIDUOUS TREE WITN APPROXIMATE TRUNK DIAMETER ,� V ^� \ �i„ -���-- � �,_ iNALL��i ;; ,,,,.,'�. � >� �� �� �/ �j, ��' '�/,`�'��19� � � i� � � 1.2 :18.8 '� �� -C '� `� � Y ��� � ' ' '�f 1! ��� . ' g S�A RS � ��� �'���j��^�, "�5 3 N°' � � � �';' f�t` \�•� _W_W_„_w_w_�_w_w_ DENOTES FOUND BLUE DOT UTILI7`f LOCATES �2s � � `���,Y vo a� '�` o e � � 8125 8 ?� �,o.a^�;�����''ro 4'� x g' ELEC. _r � 31 LOT 13W ,�0.5 , ,, f�,� 2.0 , �- S 73'03'25� W DRAIN �i9.o^'� � o��'�� g4 MEZER y - 33 �, , 0 429 ACRES 1.86 8127.0 27 .. x PATiO X 98 8 g �• `��` 8128.9 O 32 LOT � 2 ,X D3, 8119.0� GAS �, , �'� _- `'8165.0' � o GARAGE SlA6 METER \ ,, , DECK � "�'I cn 5.�' p �'yh , - � 4 �/2 sro�r �/2 ouP�Ex � x �',� EN7RY ��' , � � H129.2 ,� BOULDE � � WALL '' S 73'03 25 W , l � 2.23 • ~ j � 81?0.5 e9' � ��� � , LIGHT �� ' � ROOF P�AK (TYP.) ,,-� �� ,�"` ��.) ` � 8172.3' � �* ` • - , �• � DECK (AHOVE) w�13<�'�9� 34 .,.J 5 BOULDER 2 3 �, � ` u;.: � w � . LOT 14 � - } , t � ' �''� � 2� a.o� .'� � L�T 13 E �8142.s 0 643 ACRES qd 0.3 INV OUT PVC -•_ 96 gUiLDING ` OVHG. N� W iD D` W, 'o;, i, � 8i75.2' '� =��'(��r� � . I '� ` ` , �r�� ENTRY ' � � ` • � � oa `� �� EL=8149.2' A � � B 177.3y� G�ALL 7' 4 �, ��f 4'�� o� � � rn � _;��--'" 'J4����?^ 0.7 ' "' S �= SURVEYOR'S CERTIFICATE ► 4 .�. o ',,�817d,7� ��o� ��� - I. Michael J. Post, a Professional Land Surveyor registered under the iaws of the State of Colorado� do hereby certify thc�t this topogrophlc survey was �'�-- � - made by me and under my supervisian. and that tt�e survey is accurate and ` � � ,� 150�-�� ' - correct to the best of my knowledge. �.��"'����1''�. �,�f`�; S �'`��'i.t� � .�t, �„t� ��yr�t�r� '� •` ' � 0 ' N k,3�,., �'` i � ,, � , � � ..�+' � O e r ���4n"f 1 6r�'�'�w���� l� Q M(ch�ei� �T'�� �J�; r;� " M 3 o Colo�q¢c�'�•���.����">�i _ �,,� • STONE VENEER p' "'"' '� ': � r'" ' ,i a p WALLS i `�.�'�; °• •:` ; N w'"�„'�,'t m�+ �� NT f",ca ` oo a � Dat�;�` ,f�fi�` �t, ``,; . o , o ���„����,,. � o � Q N �► ' O � � ' N Z � � ' ° � 4 , s v t � 1 ,w V• d ' � � ` k, � .�: � � ` � ' v � � � PARTIAL TOPOGRAPHIC SURVEY � � , � � A PART OF LOT 13E � � � � � - A RESUBDIVISIDN QF LOT 13, BLC�CK 1 ; _ r ,..---�--=-;-=-=---x�Y--�=-._ �--LL�---- _ -- . �-=�t^:��-�'s_=�-i` ---=:=a��'w`.�. �=�'x_=� � f LL � � VAlL VILLAGE, SIXTH FILING � . �-- =.�.:���.:.�,:�,: . ' ° 4]l99 HIGHWAY 6 & 24, EAGLE-VAIL - � P.a. 60X 1230 ffi1TOPp.dW� oA�: �i,�o9 TOWN OF VAIL, EAGLE COUNTY, ���LORAQO � - EDWARDS, C0. 8163Z (970 949-1406-x � - , CRN, BY: MJP (ADD TOPO) PAGE: 1 QF t J�B No. E'�Z� . � ' , , ' - . � t � ' ' " 3 , � � ' • ' ' , " � ' .� ` , , � ' ' ' . � N ,� � � , , � , ' r ` � , � . � ' � � . � , , , , � ° � , , � ., . _. __..�_..�.__ � � - , - -_� _ . .�,.. . _ �_.. . �. _�� . � � ._ , . NEW ENTRANGE PILLP�RS - STONE V�ENER ON GONGR�TE STRUGTURE RE• STUGT DWGS � ! V , NEW 51TE WALLS - STONE � YENE�R ON GONGRETE � - STRUGTURE RE: STRUGT DWGS 0 � " 2�-�" � IO'-7" _ � �� l"'� X r � � � � o000 a v , �� 5EE 2/A5.1 FOR r`'+ � INPORMATION � O � NEW STAIR � 20'-II" F...� � �� i� '_'""'_'•—•—.�."_„", ...,... 12,7� lil � ��. •Z . . . • _- --- -- --------- � i .�}8112-O �r . ,,, -------- --- —� •—._ rT7 � ' r�' -, '._.'_• � � ;...,,,,; ,;��"��' � • 12.7� ._. . � : : ----------- , '�--- � ❑ ; � � p� � � ❑ . „ • . . � ------- � � i e •�•_ �^•�{• -_`'�-�� m �� Q ��•� i ., . ------- -- �n o � � � � � `� Q- pQ �-'� ' ''- I I `r i � . i i i i i � � � ��� / i i i N, `�/ '�- i � • � � i i i • i -__� • � ; i i i � i � q,�. � . � _� "� — / � --J L--------� - : / • N % -------- ' /// I / / ' .:�� � ' � ' % \i----------- GP� ?�GE � � %/ � �'� ��s �' � / / � � % \i — -�1 I 2-Q ._ ._— �g I I 2' O'_T O.SL — ; � i �� ��o, � — -�— . N / � � � — - -- b / I , � — — — — _ __,_ � EQUIP ROOM �hGGE55 DOORS I GRAWL SPAGE � "- -- - � MATGH GARAGE DOORS / � G.S. AGGE55 �i �TAILS AND STYLE I I �- •—•—•—•—• — ° ' I 2 � / � � MEGHANIGAL LOU1/ER v � �p . U � r�� �� �FOR FRESH AIR � � � m . �r,9 _� / � � / , � oLl � � // / Ifl'- " , N 4 , , , � . LANDr'�GAPE STEPPING � rl � � �2-b Q-4 21"� � STONES TO GAS METER O � .�.� ' � �� � �• GRAWLSPAGE i ��. 15'-2"VERIFY � � � � � ' oQ PI�W �LEGTRIG PANEL � � / (/ r POINT OF FIN STONE TO BE IN51DE LOGATION '�"� � r1 / // / • • — —•—•—• LAYOUT in sFreauc�.ir� � � V� � � r 1 a� o � � EQ ��-0� EQ i -0� LANDSGAPE STEPPING � � �I � � � ---- I / � STONES TO GAS METER � � � *••�1 :;� . � � . •:� �811a'-O" � � / DIMEN510N NO'1'�5 I ;" ---- :.. ..'.: 1 ; .. _ _ �1 ��O .. ,,, • � : � -�--------- :����� ----------- . ❑ � . � � � I. DIMENSION PDINT O� LAYOUT iS GENTER O� � EXISTiNG � ❑ ; � o ; _ � _ __ , VERIFY DIMEHSION v � � � E X I S T I N G 5 T O N E P I L L A R T R A S H / �°°� t /�o � w/A L I G N N i E N T O F F R O N T � I / I STORAG� � t � i 8 � I � � � 5 p --� PAGE w/EXISTiI�G PIER � � • � � � � ,4ND �� ,,� � I � 2. DIMENSIONS FROM POINT OF LAYDUT PA�RA�LLEL � � i i i > �G�"F . / � �r i � _ NEW � � � � p� � � I AND PERPENDIGUL,4R TO EXISTING RESiDEPIGE � e�� '�� '� L __� �_ ; P ' NtEW GA5 MET�R � � SEE NORTH ARROW �OR DEGRE�S O�F hIORTH. ! �------- -------- -J ; . LOGA.TI ON � , � ROOM ---� / � � � , � � / 3. ALL 4MPROVEMENTS MUST B� WITHIN FRONT � � i „ � � / PROPERTY L1NE AND I/2 SETBAGK LIN� � EAST - • ; � 8 MEGHANIGAL � � � GONTAGT ARGHITEGT IMMEDIATELY TO RESOLI/� �� �� . J G�4 AGE %,; � ` EXH�4UST � ; / ANY GONFLIGTS. �� �8114'- " T.O 5 _ '�' � / � 12" 4� PVG PIPE FOR GAS � � PIPIN6 AND EXHAUST � i � � 4. GONTAGT ARGNITEGT TO VERIPY L�YOUT BEFORE ��g�_ � l � 24" X24" BLOGK OUT IN � GOMMENGING ANY SITE GONSTRUGTION i A5 / GEILII�IG FOR MEGHANfGAL /� � EXT WALL � � l ,qgp� \ � i 5' TALL ROOM NO GRPA % ROOM TO INGLUD�D: I � � ? �2 i � "SMOKE DETEGTOR AND I I ;�.IC i / GOHNEG'fED TO TFfE � �/ ° ��� � I I SYSTEM TIAL PIRE ,4LARM { � � �� i / WTWOP� DOR AGTIVATEDS � � /h � � SWITGH � � �/ MEGHANIGAL / STORAGE / SHOP � � / � *D��� � � �� � � � OUTSIDE �AG� O� WALL TO ALIGtd w/I/2 � /%�� � � ,� . SETBAGK LINE - VERIFY ALL DIMEN510N5 II � ;�..�..�..�..�..�.. � / 1551� DATE J � � / Q � ,� EXISTING STONE PRObRE55 / �'� I� � � VENEER TO REM,41N � � � i / �W � � TO BETNBILLI6 04-24-09 I I I I �0 ,�. 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TO MATGH EXISTING DEGK *NEW LAYOUT TO , „ ii n� i � ,_ u , INGLUDE: �� �� ` I I � 50 GEILING HEIGHT � i �` � ' ' - SURFAGE "'BENGH WITH ��M `� I � � �i� � � i / WITH STONE FINISH HGT GUSMtION�D BENGH �� � - �- �- - - - - - - � �� - - - - - - - - - - - - - - - - -r��t+ - j- -i -� � SURROUND � AND BAGK ��� ��� � ` � � I � 812q-D T.O PLY EX15TING GA5 STUB i� ii� � �� � � 18u TA�LL N�RIFY - TO MAT N EXIS EAST SITE WALL TD MATGH ,� I TO BE RELOGATED ---�++� ii� �`� � � / FIELD� EXISTING FRONT RAILING BOOT DRYER �- - - - I I I . '"SKI AND �i iii a l i GOORQINATE / SNOWBOARD � I ( I � � � ii °i /�� � � / DRAIN�1GE I I I � � EXISTING RAILING AND � � � *GOf4T HOOKS I � � RN�R P05T TO ii iii ' � � • STORAGE � � ui � � � i� i LINE OF DEGK ABOVE �� VED �i °i � �� � _ � � �\ i\- i�-%� �1 �� � -- 8132'-a" / I I � i �-i-,� i ` � � �INISH HGT • � �\ I �\\�\\� �� \� �\\��\�� �'� i ��I NERIFY - TQ MATG�t EXISTING) J_��_y J� J � � �_L�. __ � � � � ` y �`� � � 8132' T.O W' � - � � ��`�� � � TO. GON � �--►�-O � � � ��`� T.O. SLAB = EL. 812Q' " �� e� NEW�PIRE PIT 3��6" IN51DE DIAN(ETER w� l.,,,� � , w/14 WIDE x 18 TALL 5'fONE �V �� ��� � � \ T O. FINI5H DEGK = EL. 812Q'=3 � r StJRROUND d FLAGSTONE GAP Q � '�"+ � ��� / � �\�NE - TO MaTGH EXIST �g�� / � � � '� � � ,}� � � 4p � ��� s�� �ooM � ��z � . � . � ��n � �=a�' �� F% � "� p�p ` � � o�w I p �`� � � / TOP OF WALL (GONG) (/� � ` ` SLOPES FROM 8132` TO 8135' 0 � �•� SGALEt II�I'�� = ('-0° NORTH � --�- - - \ � 315► I; jiJ � FIELD 1(�RIFY TH� TOPS OF • � � � \ �:? G WALLS WITH ARGHITEGT \ / ���6• � ��� / PRIOR TO GONSTRUGTION � O � *"'� ( � \ i r 81 5GONG � '�'� � ► i � , �$. � �' f� Q� pp �o � isb. �� I Cg b4 � � \ / � � ' EXISTING STONE � � � � � \ I �'�; ��' WALL TO BE . � ( ��� REM01/�D � � w �\ (� / �r � � ��'_ 1 �' °r� ' � � i _I ������ � ��� � d � � _� � C� v' � i i do i v'� � � r \ � � ` / ��� �� NEW 51TE WALL TO BE AN � � � � � I � � i � �� � Y i1 r� . ARGHITEGTURAL WALL WITH � � � �v � � 1< < \�� ) �% / 4" STONE 1/ENEER TO MihTGH � 813'1'-9 3/4" � '�.�i i ��� i v S .(_.f ,� h T.O. G O�i G � i� � F,� ; / � � � /�i' i�� / T H E E X I S T I N G B I J I L D I N G A N D i � ` -� � I r, i �� �� l ��� / `;�� � FLAGSTONE GAPS � i �'�'��r!,�iL?, ��i �� V� I-� t � � �i �i Oo 8136'-4° � %� �� 2'-10`iy �8'��i, �8"ti� V E t I F Y I �',� /�9 / � F.O. GOKG �j �� cv � I�, � r,� 8132' -I O" � �f �r . -r i ,� �L- -- � �r� i �i� T.O. GONG� ,�� �' � � EXISTING SITE WALL TO BE 8134'-10" i ��'�'i' �?'� �/ � r; —— — — —� ,��/ '� `��/ REMOYED T O. GOHG � �a i� cv i� G,� � ���� //e���/ /� j� . ,�' i �j i i c� �I �i � 'i�� /G ' �� '� / 812q'-O" I- �� � --- � V �i%� � �yii�/ �� /j�/ j �� VERIFY� — � i,.0�i..�i� � /i�s �� //�/ . . / / / rii i� /j % i u i LAB N �rii i �•• 8135' TDW .._.%//a ,' � i / I � T'.O. GGNG ,�r,. � � / , / � I� i uEW PLAHTER TO BE BUILT �i p i I � � TOP OF WALL (GONG) i u i � a� ii i ii/� / � � 7 i u � � cs i i � b. i il i UP UNDER UPP �ER ROOP TO I �--i� i �i'� S � / � / � � � ii � MAINTAI K 33 O ALLOWABLE k����._ T / /_ ���/������ G�� � � / SLOPES FROM 8140 TO 8142 i �I i BUILDING HEIGHT - 4 ��� � .� � � � �j6 i�. i � �� � u i �i122'-O" BUILT-OUT EFS WITH �,..1 ��-'�? �'�°j�'% �� /ii'� i i ii FLAGSTONE GAPS. L - - � �/ / � �� � P0551BLE5TONEV�NEER --- ---�-`�- -�-- -=`-%� �if ,� i ° i w/FLAGSTONE GAPS-TO BE I ,� � ,' 8t40' T.O.W D��N�6E GONPIRMED WITH OWNER. �,�,. , �� ISSUE DATE �IELD GOORDINATE TOPS I �!i�i��pV, � / T.O. GONG SLOPE ALL SL�4B5 Ye PER POOT TO TFf� EDGES AND p� , OF WALL WITH SURI�EYOR, I � I �,� `� . INSTALL ,4 �RENGH DRAIN ON THE EDGES. TO BETHd ILLI6 04-24-Oq ARGHITEGT, d ENGINEER. d.� ,n%� � ,- PIELD GOORDINAT� TtiE DRAINAGE. �� b L!eG���j� 1 �� .�.C�t�1�<1L%�''J'�.. • � TOV DRB I 04-2�-Oq . - 8I42 T.o.W PRIGIN6 ._ �S�Iq'-O" � 812Q'-O" T.O.PLY ------- -� --- -------� ��/ ' T.O. GONG — _ _ _ _ — — — i / HOT TUB SPEGIFIGr�►TIONS ToV DRB / 5-20-oq � HOT SPRIHGS - GRANDEE REY I S I OK EXISTING BUILDING/51'TE / � � 8'4 ' X "i"i" X 38" H P�"IIT b-08-O�i 1�ENT TO BE RELOGATED TO � � 500 GALLON WP.TER GAPAGIIY, �008 LB DRY, 6233 NEW SITE STAIRS THE NEW S1TE WALL /i I / 6 RI5ER5 AT 6" � , LB �ILLED WITH YVi�TER AND PEOPLE 5 Ti�ADS f�T 12° V � � "1 P E R S O N S�A T I N G tt, GUSTON GABINET POR STONE SURROUND 36" HIGH HAND /�Q � ( �� /� RAILS WITH I 1�" W � .� : ����� DIA. 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F��` « BUIJLt��R R�T�INING ,:y� , , Q�t� ,;, .'. �z / XX DENQTES GONIF�ROUS TRE� WITH APpRC�XIMATE TRE� HEIGHT :f�`;;�<� �� �._*�__ 5f'EG1,4L TQEE lN,4LL 1`D B� REMOV�D `•"'�f%�"`°�f��;`�s` - g -}� 'A' �y VV � �ri '�I/ '.;F�:'� ,-.r' �r �..t� � � GRAB APPL� - 3��� �_._.�_. ............_...._ _...._..._ _ .._""'_�___'_"'_' , �p� �'sLr�� � r r � I�Y't CJ���� ` M � � w --�- - 8j2 �_�. , i� ,.,: � ` ��� BOYJ 312g' ( gR2��-�``� � -_-��~' '�'? `'`y,� � �� xC XX DEN4T�5 DEGIDU4U5 TR�E WI1'H APPROXIM,ATE TRUNK DI�tM�TER � � . �XtSTINC� STON� E�1TRY / .�' -., � � �.____..-� -_- -- �X15TING GAS METE O "��' 57AIR TD R�MA[N ---------- --------�---�- -------'�� �--- B� R�LOGAT�D � [" �-OT � Z � � � DRAIN --- ` � � 798 $�2�'� � � �� � DEN07�5 SHf�UB, 5 GALLON - R�D TWIC7 DOGWOOD � co�vc. � LOT 13W , � 51T� WALL TO MATGH � �� FRar�T �aAi�iN� WAtI D �}29 ACRES S.8fi�03'25" W � � $165.0� DECK 6ARAG� ��r� ` ; / 4._ � � SOIINAIL Q - '' � T O SLaL = 81IG O' '�'� � EX15T1�l6 T�EGK fiB4VE W DENOTES UTILITY LOG�4TOR LOGATED � NOLVENEER '� a, 4 1/2 STORY 'f2 L7UPLEX / f _! -��yy g��2� Y`1fi�TER LI�IE (BL.UE D4TS) � I °= � B�W g#ZQ GAS GAS p��OTES U1'ILITY LOG,�TOR L.OGATED � �; 0 6�3 ACRES � � �A5 L1NE - I�DTE= ELEGTlN FQLLOV�I GA5 LINE � � �, ��g ��� � � NEV�I SPA B 5PA DEGK � �, I .� � RE� , � ` � � EXISTING i&" TALL 51TE LIGHT � ; � °; , . 5 73'03'2S" W ' �%,, 8i 70.5' ,- � � _�.__ __.�._ NEV�t � - I 2'23 , R00� PEAK (TYP,) ,r- ,� � ARGHITEGTURAL/BOULDER � � �/�'='% , �8172.3' I(�ING WALL Q N�W IS" TALL 51TE LIGHT � ';f \ ;, LOT 14 �' E30ULI7�R RETAINI�ICy � : � � ,%' Y�tA�LL TO BF_ REMOVEI� �.,� ;,r,r ,, _�,. , T,-} /�-'' � EXf571NC� IS" TALL 51T� LIGHT TO BE REMOVED �`, BUULDER �NAl.L / / . 1 I.. � .—�i� ` ,�, F '.C� CONC rIV�1�L �`ti.r_...`�r'"`�� :��%_`�.'�' �"��I -� �r --�'= -, '�` °� f i� TOIN 8l35 (N�W) n rn -. `''�`� � , � i �3OW 8�2�f' ���W) �55UE DATE � cTUN� vEN�Eh EU�L���vG � --, �IEV�I PLAIVTER TO BE , .•- �,,: I bv�f2hiANG CbNC 4NALL BUILT UP UND�R UPPER � �f�i�- � DEG�i�TIVE FIXTURE pRpC�RE55 ���•fi: "�" 501LNF�1L WALL � �� ,,�., ,,, so«�vnt� wn�.�. ROOF TO MF�INTAIN 330 � tl TOW 3 ` �XIS"fINC� TO BETHd[LLI6 04-24-0� �n v����F� �10 VENEER L�OW 8l32 f�X15Tlti.�? �� ����r, � ALLOWASL� BE.I1LDIt�C� 2 if2' � � HEiGHT --�- - - ---- .,.. N�YV SIT� WALL TC7 BE A�l ° "�f��;`;,,,;,'�'';�;;%{;,�,, ,,+,f . ,_,,, SClLNAf� JdA�L �; 8175.2' , C�NC o A�:GHIT�G7URAL WALL TOV DI28 / 04-2'7- � ```�l'-' =r%%,%;.;r,,,' j,. , N(} VE�EER ���'= � � WALL S'� �? WITH GMU STRUGTUiZ� AND ��W 51TE G4V�RAG� ,4�2E,�S: ` r�' ' �,/,,,;�, B�U���=� N�ALI. . .i 2" a �X15TING B�llLDER WA�LL TOV DRB / 5-2�-0�i � GO�IC WnLL O ,_., 5T41�� VENE�R TO � � TO B� REM4VED MATGW TWE EXISTIN� b l 0 5Q FT TOTAL Df2I VEWAY l2�Y15i0N ( f, -;� NO ��ENEER � � Y j��`'r'%�, t�< � BUILDING, INTERMI"f'f�NT NORTH ST DE = 3b0 SQ FT �i. 8177,3' , " �XISTING STONE � � "� � VEt�EFRED 511"E WALL TO 8���-��R FOf� VISUAL 50UTH EAST 5I D� = 250 5Q FT ``�'��, � ; ,,,./r'% I NTER�ST, 55 5Q FT N�W 5TA I R '�"� 8170 7' � �%�� BE R�M4VED �;� � -� I ,r ; � �, -�' TOP UF WA.LL = b140' 540 5Q FT HOT TUB ,,, . ,�;'. ;,�;�,� � BOW=S13h' r/% � ,/i���� �i;��;�� N i � ���fy ' ,/�,';;••;,�'f ;i;� �0 �J �i 142` (Nr�-V TOTAL t�lEW S I TE GOYERAG� - 1 205 5G2.FT. ,�. �;; �. , j,� ' ; , '%`� (`W 8136' (N�-W r.,, �i {,. .,; ,,f,;,� �/ ; r'-,,� � fr;,,�, r,r . , �,;�:=,_� s % `/,� rTt rrrs�u�. , -�-�-� ,/�/. , D s 'r''%'-' /;��;�,•' in � ',��,%,, C�NC �VALL �`;�'�� `-� `�' sTC7N�. vENEE:[� f='"I�'OP�RTY LIN� a 'f'�,! r;, /: � 'r ri?�-,% -ii � /'..,...":;' r' ` f� � @�� �� @lC�1� N �f �'Jl��r� �%,' I p �`- .-';'fr. 'j'•J�..-`i� � __...... � '�` t 5�T BAGk L I N� �� '� ' � -�� ;� I S �� �' ��t � � � {����� ���� �Op� � ---' �f T� �'�.�1�1 ,..- � � ��o� NoRrH � ��!� . I 5 SO 20 SGALE: 1' _ !O '- O" ( � I � � � . I = ' .� a � � • �rr■ r r.�r►ar.�..r.,ra� • � +��r► �r��►r►r► r. s� s � a�n rr►a a ad� � w.swr w. � ` - - • V � . . � N o � 0�0 � � � t-♦ � � � F-�1 � NEW ENTRANGE P05T5(EAGH 51DE) O � �^Q EXI5TIHG EDGE O� 4'-O"x4'-O"x3'-O" HIGH . ASPHALT TO REMAIN RpA� N�W LIGHTS ON TOP OF EAGH a . � � M/�TGH EXISTING BUILDING LIGHTING z BERM UP DIRT IN F�RES� VAR�ES� EXGEPT, HA�VE LIGHT 50URGE ONLY PL?�NTER AS MUGH �5 SEWER MANHOLE 016 pW• w���N DIREGTING DOWNWARD PER THE NEW O MEAS RIM=8110 4 �R� TOV LIGHTING GODE. � � P055iBLE-FIELD INV=8103 2 GOORDiNATE WITH BASIS OF ELEV ARGH)TEGT. � BOULDER RETa1NING � � WALL TO BE REM01/ED CONC. PAN � M — -- / � EXISTING ELEGTRIG METER w — EXISTING STONE VENEERED � � � SIT� WALL TO REMAIN _ � , �� � �Z� EXISTING N P,4D � _ / G-ENER,4L NOTES: — LIMIT OF DISTURBANGE LINE / � � � � � � °2 � LOW VOLTAGE TRANSFORMER I. ALL DISTURBED LANDSGAPING TO BE RE1/EGETATED WITH NATIVE / _.�— � / GRASSES / �,� i� � � / -� TO BE RELOG.hTED � — �/i i � � ' 1 � �a�25 ��y � � �8��5 �. �� � �.t."�g115 � �, � /�,� NEW TREES 51TE PLAN LEGEND: � � / - �� - - �� — OO _ - - , / ,� � 8� 3M � TEW BOULDER WP�LL ` � � � EXISTING GONTOURS � � � � OW 8124 , � � , O9� PLC� ,\ ' 16� ��2 � �� �6 _ � PROP05ED GONTOURS , 5" E ��8, ` / , :� _ � � , ~�. � � , � � � / � � — � — LIMITS OF DISTURBANGE LINE PREVIOUSLY LOCATED N �6 �8� � ������;, „ , � `,' 'a �, � 1 TW=8118 ` , � �4 � ���,;,;,;;; PLAIN 3 REBAR 4 8�� __-=- �� ___-- - - ,t;` = ' y ' � ' # 9 __- `�;�_ _ , ' TW=8120 I r ] - � �" ;,,;;,; ' �, ,. ' ' •/ � —� �:.,,...., �.� � `r ��'' '�,,;�` � ' , � / � � ! rW �� X.X DENOTES DEAD TREE WITH APPROXIMATE TRUNK DIAMETER TO � M � , — �- --�'"., ��� °�NEW DRIYEW�4Y / ,�� � BE REMOVED C� �"� �� S 09'35'34'1W-. bi � �/ , �'AREAS � � '�f � � ,'";,,, Q [� O Go �. 43.80' � � � . ' ::�;i,�,,;,;, � � � I� i � �� ,,,-,_.: NEW STONE STAIR - (8) 6" �J °s� � � f,� %jo,,' TOW 8130-a ';;(.��;;; X.X DENOTES GONIFEROUS TREE WITH A�PPROXIM�4TE TRUNK DIF�METER RISERS — .— � f. °Nf ' YERIFY - TO MATGH %����;,��'.� TO BE REMOVED .� �-�i a F =., � \ ,, s�{- � EXISTING �''"''"'� 04 t�-�i -� 3� � (6) LANDSGAPE f' ` � I� � � � ,��,, � � � ` j • \ � LIGHTS IN PLANTER � ` �' � � N ��� � � O '�'+ WALL MOUNTED BRIGK / � , � ` °p REMOVE EXISTING TREE ���'. X.X DENOTES DEGIDUOUS TREE WITH APPROXIM�TE TRUNK � �I Tj , TOW 8124 s�,,, ,: 1 , , � ; , % �� DIAMETER TO BE REMOVED Q !� � LIGHTS-TYPIGAL OF TWO � I �2 BOW 8119' � -"'�-`��% � � ' , ,; ; ;,;;;i; � �"� � � � � AT TH15 ST�IR � ` �— (2) LANDSGAPE � � � ���'�.����%- �;�:-� TOW 8132'-6" X.X DENOTES GONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER � � � `C� , - . / LIGHTS IN PL,4NTER � f ' := '���'�'��:________ VERIFY - TO MATGH � � (4) LANDSGAPE ' -:� - '���'� -�'�--- EXISTING / TO REMA�IN � V � SPEGI�4L TREE � � ,,��"�.��;; , , „�,�;;� � 2 �; LIGHTS lN PLANTER '""' '� � ,!%, - ;;�, � � �* . GRAB APPLE - 3"� - ;";' � � ` '�� � �� • ;� �' � � ��,,` � ORAIN 8� � � , � � XX DENOTES GONIFEROUS TREE tNITH APPROXIMATE TREE HEIGHT � � w EXISTING STONE ENTRY , 8125 � i J XX � � STAIR TO REM�IN � LOT 12 � DRAIN (2) YVALL MOUNTED � ' � 33 '- " (FI� ;�C XX DENOTES DEGIDUOUS TREE WITH APPROXIM,4TE TRUNK DIAMETER � � � 8t27•� LIGFfTS ON EXISTING r� CONC. LOT 13W �� , STONE POST = � BOW 812q'-3"(F1N) �� WALL S 73'03'25" W �� 81 f�5.0 DECK 34 0.429 ACRES 1 86 � GARAG� , � TOW SLOPES � DENOTES SHRUB; 5 GALLON - RED TWIG DOGWOOD � SOILNAIL + 98 �� N T.O. SLAB = 811q.0' // �'S BOW 8130'6" ( WALL NO VENEER Q, 4 1/2 STORY 1/2 DUPLEX � / GA5 FIRE PIT � • �; LOT 13 E '� 36 37 ng, ss 0.643 ACRES / v � �" � !, � NEW 5P,4 � 5PA DEGk �j}7�.7��V�D � N � � / RE: SHEET P�2.2 � ,42.3 LIGHTING LEG�ND: : Com j N �. 39 � at munrty Development Department o � / / ,�b� ����Y�" Bu+ld�ng Safety and Inspectton Services '`� S 73'03'25" W � � �i TOW 8130`6" N � 2.23' \ 8170.5' � � / � BOW 812a' ���'"'`� ROOF PEAK (TYP.) � � 4t � EXlSTING 18" T,4LL SITE LIGHT Intemationa!Buildmg Code/Intemational Resident�al t� �8��2•3 NEW SITE WALL TO BE AN Code V�lydity of perm►t The issuance or granting of a permit shalt � � �3 � f�RGHITEGIURP�L WALL �ot ba�onstrued to be a permit for,or an approval of,a�y violat�on ef � �' any of the prov�s�ons of this code or of any other ordinanc�of the LOT 14 � / � WITH STONE VENEER TO „ junsd�ction.Permits resumm to ive authority to v;ol^te o; ,�n�e;+n� 1 az A NEW 18 TALL SITE LIGHT rov�sians of th�s code or other ord,nances of the Juris„ct�o�,F,.�;�r,,� �e 1 M _ ` � � M,4TGH THE EXISTING A ,,. � - -� I-1II � BOULDER WALL / BUILDING valid The issuance of a p2rm�t based on cor,struc�;on r�ecu,;;���t_ �,,y CONC �/ALL I I= � � o other data shal)not prevent tFe bu;,dir.q offcia�fm�;,�U,�;,, �.�, 155UE DATE � STONE VENEER BUILD�NG NEV�I PLANTER TO BE � / 43 , „ �� �on of errors m the construct�c- �o; , �i ,�hF, a T�„ I _ � EXISTING 18 TALL SITE LIGHT TO BE REMO�� �rerts ,�, � OVERNANG CONC WALL TOW 813�-3 (�IN) (NEW) g o ff i c�a t�s a i s o a u t h c r�z e d p n o; ..,;,����,�,� ` � ,�� B U I L T U P U N D E R U P P E R . - , „ structure where in violation of thiv„cae �r ut.�ny otnv, (g(���GC�ry.,f P�:06RE55 ' w NOILVENE RALI SOILNAIL WALL ROOF TO MAINTAIN 33'O° � BOIN 812q -3 (�IN) (NEW) thisJunsd�ci�on. NO VENEER �LLOWABLE BUILDING `� 44 � TO BETH�ILLI6 04-24-Oq o I �� / Q DEGORATIVE FIXIURE PLANSEXAMIAlER � n1T 7 -{p�/ �g / 04-21-0�1 � � - i _ --�_ .�z...�_�_� � � SOILNAIL WALL I I HEIGHT � (n �. � p NO VENEER ��— 8t75'� /\ �/ ' r PRIGIH6 o � BOULDER wALL ' �� CONC wALL � � � / �46 �- NEW q" or 18" T,4LL WALL MOUNTED BRIGK LIGHT, FIELD VERIFY HEIGHT TOV DRB / 5-20-O�f � Z ' NO VENEER ` BOVHG G j —47 REYISION � �8�7�.3� � 5� / r -48 P�M I T 6-08-0�I � �a,r,8170.7' ` WAL` �_ i - 49 GONSTRUGTION B-�-OG � � REVISED PREMIT 8-17-O�i ' � � \ 8,5 N 5, t�oT�: �, a � � °= row al4z' (N�w) SWfTGHING �4ND LtGHT SEKSOR LOGATIONS TO �� FIELD GOORDINA�TED � i � \ �, BOW 8136' NE � \ � OUTL�T LOGATIONS SHOINN ON ,42.3 , C /� 3 Cdf�C W�L � �� N ` Q`J v�Q . o STOIdE VENEER ��6 �r�� �� �, LiMIT OF DISTURB?�NGE � � � LINE � % " � o � � f ETH � � cn PROPERN LINE i LEV�NE-R E�' � � � � , �.��l1�SG��'� �'fi�li� � � _ i ' t." �. �_______ SET BAGK LINE �XT�1�101� ���GT�I G�1� f°1.�'� ?. ��; � � .�� � � Notz-rM "t'ovun af V�II �' �� �,��,��� � .-�.., , ::.y... � ��!�v,ii.s �rr �ii-��� ������� �'����� � I 5 l0 20 ►��S���U REVi��i � SGAL�= I' = lo '- o" ��A�� A�'�'#�01iAL I �f,�� �____�3__.��� -� C� C C 0 M C� f ► � i rr '..�. � � ;;��, �: a� D tiUG 1 $ 20U9 •— �C:Lprojects\IIIig�9003LP01.dwg, 8/17j2009 9:03:03 AM, DWG To PDF.pc3 T(`�1NN OF VAIL - - . � � / Y � • ,-�0.P��� P,E��s DESIGN CRITERIA: Iflig Landscape JOB # 0904-12 ,..,..�, ���:.���y R ,y��.�F�t Seismic Design Category ---------------------- EXEMPT GENERAL REQUIREMENTS �� m� --------- •��' c •� • 231 9 IBC/IRC Edition ------------------------------------ 2003 ..o; a Structural erection anc bracing The structural drawings illustrate the completed structure ''o:. . FOUNDATION DESIGN• with all elements in their final positions, properly supported and braced The contractor, in �Fy' ..••'� the proper sequence, ;hall provide shoring and bracing as may be required dunng construction NAl E��' a Design of individual and continuous footings is based on a maximum allowable bearing pressure to achieve the final ccmpleted structure. Contact structural engineer for consultation (not in of 2000 psf (dead load plus full live load). contract) as required. b. Foundation and retaining walls have been designed using a lateral pressure of 50 pcf b. Dimensions. Check all dimensions against architectural drawings prior to construction Do �1�1G l 4 �Oi�� , c Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the not scale drawings recommendations of the geotechnical engineer, below frost depth. c Construction practices General contractor is responsible for means, methods, techniques, d. This foundation has been designed according to the design recommendations set forth in sequences and proced�res for construction of this pro�ect Notify structural engineer of . geotechnical report 104 714 by H-P Geotech. The contractor shall follow the construction omissions or conflicts �etween the working drawings and existing conditions Coordinate requirements from this same report requirements for mech��nical/electrical/plumbing penetrations through structural elements with e Provide continuous foundation drains around the penmeter of all basement walls and at the structural engineer Jobsite safety is the sole responsibility of the contractor All methods � W � base of retaining walls Contact geotechnical engineer for details. used for construction shall be in accordance with the latest editions of the IBC/IRC. � Q N f. A representative of the geotechnical engineer shall verify soils conditions and types during d. Details not specifically shown on the drawings shall be constructed in a manner similar to the � � � o � excavation. Report any discrepancies from original findings to structural engineer for details that are shown for like conditions These items shall be brought to the attention of U � ¢ o � � re-evaluation of foundation design the structural engineer as soon as possible for approval Approval shall be obtained prior to 8119'-0 Z � � v � � g Backfill around and above retainmg walls shall be compaction-tested per the recommendations installation � p o Z r,� ,,� of the geotechnical engineer. e. All waterproofing and flashing is the responsibility of the architect and contractor T 0. PIER �j v N o � � � h. C o n c u r r e n t b a c k f i l l i n g o f e a c h s i d e o f a f r e e-s t a n d i n g r e t a i n i n g w a l l t o f i n a l g r a d e s a s f It is the responsibility �f the contractor to contact the structural engineer at the appropriate `t � � I- rn � w ��� indicated on plan or section is required unless temporary shoring is installed time to perform site cbservation visits Observation visits to the �obsite by the engineer are i Venfy type of fill with soils engineer and structural engineer prior to backfilling for determination of general conformance with the construction documents and shall not be � � � � I ( I � � � � J�� #4 TIES x J � construed as ins pection. o , � � I � � R EINFORCED CONCRETE g Though every effort is made to provide a complete and clear set of construction documents, � �8�� N , � � �� discrepancies or omisspns may occur Release of these drawings anticipates cooperation and � � � (8)-#5 s VERT � .- ' a Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI continued communication between the contractor, architect and engineer to provide the best 2'-6 I I Z � � 318) as adopted by Chapter 19 of the 2003 IBC. possible structure. These drawings have been prepared for the use of a qualified contractor � � oo a, � , b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. experienced in the construction techniques and systems depicted U � � � � � � c Concrete shall be proportioned usmg Type I-II sulfate-resistant cement Admixtures containing h. Existing structures C�ntractor shall be responsible for verifying dimensions, elevations, ( I � �, � � � � ' chloride salts shall not be used. framing, foundation and anything else that may affect the work shown on the drawings � X � � d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Underpinning, shoring cnd bracing of existing structures shall be the responsibility of the � ( � � U m o °' °' Concrete Practice. contractor L �a X e. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and ���������� y��i���\�\� \r a., o Q � �a Q s aced a t a m i n i m u m o f 1 0 b o l t d i a m e t e r s u n l e s s n o t e d o t h e r w i s e. ,�i�i�r�i�r �i�i���i�i, � N a �v�v P �\��%/j�/j�� I I I ��j/��j/��j/�`/� � f. Concrete coverage for reinforcing steel. �� �,�y���\�� ���i���ii✓ , 1. Concrete cast against and permanently exposed to earth: 3 » �`�i,; � ' I ���!� 8121�_� 4 CMU DRY-STACKED 2 Concrete exposed to earth or weather: _ ��- - BELOW GRADE FOR A. #5 bar and smaller 1 ��1/2" 3 T.0 W I � ��� I'� STONE VENEER SUPPORT � �I � B. #6 through #18 bar 2 � -- 3. Concrete not exposed to weather or in contact with ground S� � � �� � ��� I�II II (I II A Slabs, walis, �oists (#11 bar and smaller) 3/4" � �� � �� e . - � � B. Beams, columns 1 1/2" r--- � /�i� �-�,_O,-� I DWLS x J N II II ' R E I N F O R C I N G S T E E L: I � �.�� � 6" J � ' a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI i i� ( ( � � ' 8113'-0 M a n u a l o f C o n c r e t e P r a c t i c e � I I ; � T.0 F. � b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM r- -� �� - � I I o Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note � ° I I I on plan, or bars to be welded, which shall be grade 40. _� � N I I � � � � L � � c At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless - - �,_ � specifically approved by engineer i�� � � � d. At corners, make horizontal bars continuous or provide corner bars. Around openings and i I I I � 8118'-0 (4)-#5's x 3'-6 6" 3'-0" 6" � �"' steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. � � �� EA. WAY e Extend reinforcing steel a minimum of 2'-6" through cold �oints. Unless specifically located :r����������� �� _ � _ I I _ _ � � B O.W � � � ��;������ , » � � on plan or details, coordinate cold joint locations with engineer. �i I I I I 4-0 f Welded wire fabric shall conform to ASTM Specification A-185 Lap welded wire fabnc a ��% I I minimum of one full mesh plus two inches. Laps shall be wired together � I I � g Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent I ( � � 2 SCALE: 3/4" = 1'-0'� � E-� � adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall I I S1 � be according to the manufacturer's specifications h. Metnc bar size conversion table: I I I I � rT1 O METRIC #10 #13 #16 #�g #22 #25 #2g #32 #36 I I INCH-POUND #3 #4 #5 #6 #� #$ #g #�� #>> I � ■■ i � � Q � 10"� CONC. PIER W/ ��1 � � � STRUCTURAL STEEL. I I � � 24"� BIGFOOT, REINF. �v � I I W/ (2)-#5's VERT � � � �L� �j //\\�\ � . a. Structural steel shall be detailed, fabricated and erected in accordance with the most current I ( � � \��.�\� 8142 -0 editions of AISC Specifications and Code of Standard Practice. � � �������������������������� d a T O.W � � � b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and I '��,;����������������� ° angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B 8114'-0 � ( � � ���������� � Q �,�������� c. All bolts used in steel framing shall conform to ASTM Specification A325 Bolt sizes shall be I I ,\///\\/\\//�\\` � ° T O.F � � 3/4" diameter unless noted otherwise. � I � '� � '� » �, , ., �� ,� � � � ' d. Expansion bolts shall be wedge type Hilti or 'Rawl or Simpson , or approved equivalent with � the following minimum embedments I I (2)-#5's CONT HJRIZ. ° � �� . ; 1. 1/2" diameter ---- 2 1/2" � � TOP & BOT. a f__� , LOCATE E WATER LINE EQ EQ � � #5's CONT. HORIZ. H 2. 5�8;' diameter ---- 3;; AND BRIDGE OVER CONC. ° -�.� � 3 3 4' diameter ---- 4 � � ° � 16" 0 C. C� f. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpsor��� or approved STAIR WALL TO (N) PIER 2�-��� I I � r� � equivalent anchor systems Minimum embedments, if not specifically mdicated on the � � I� � � � drawings, shall be according to the manufacturer's specifications � , g. All weldmg shall be done by an AWS qualified welder. h. Delay painting within 3" of field welds until welds are completed. ° 8135'-0 i Where corrosive soil conditions exist, steel angles that are used to support exterior stone 4 SCALE: 3/4" = 1'-0" a , a a T.O.W. ' veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. S1 ° ���%��������� ,���,����,,� � I #4'S C� 12 � „ a Q '\\,�/`,'//i \�������j\\/a � i ,� Q \��\��\��\��/. �/�\//\//\�/ � STONEfBRICK VENEER: � Z SLOPES � #5 s VERT � 16 �).0 ,�i�.' �1,���� a (2)-#5 s CONT. HORIZ � �` % TOP & BOT TOW a a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405 6 with a a a a wire tie to the structural backing for every 2 square feet of veneer. � a ° a a 2„ , b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" #5's VERT � 16" O.0 ° a ° �PPR���D nt e artment , of woll thickness, long leg vertical, to bear 4" minimum each end: �� » b� � aa ° �n���§va���e��gervices � . �. » ,> >. °'�'0 8 0�' ° 1. Openings to 4 -0 ----------------- 3 1/2 x 3 1/2 x 1/4 a ° �� � = g ► ing a e y' � n > » » r� n �������\�/\�/ \ \�`\��\����` �/ � � i 2 Openings 4 -1 to 6 -0 ------------- 4 x 3 1/2 x 1/4 �� �� %�O�ii�r% ��!�����0����' ;����%��%����i, #5 s CONT HORIZ L - 3 Openings 6'-1" to 8'-0" ------------- 5" x 3 1/2" x 1/4" 4 4 �%��\ ��i�; %�%!%��� ° i i , �������� � � „ 4 0 enin s 8'-1" to 10'-0" ------------ 6" x 3 1 2" x 5 16" STONE VENEER a i�� #5 DW��S EP�OXIED �i�� ��� � a � 16 O.C. e nter ational Buddmg Ccdellnternational Residential P g � � INTO 3/a �x4' HOLES IN ��\ t of permit The issuance or granting of a permit sh�+il (Multiple angles shall be onented back-to-bock) PER ARCH \�\ WALLS � 12" 0 C a Q e y roval of,ary violajior of c Stone or brick veneer shall be su orted on dr stack CMU units to the foundation or i i i�i � t� ovd ns of th srcode o�of anypother ordinance�7�he designed by_ KRM provide steel angle support per details on the drawings � �������������� a MTN . �ii�ii��i��i ° risd tw e its presumm to give authorit 'o violate or.•�����'�1�- �,\\,\\,\ d g y' drawn by \\\/i� � o d Q a rovi ions f this code or other ordinan^es of the�urisd��`;t�or-�''a�''�,t�°z � STRUCTURAL MASONRY• ii, #5 s CONT. HORIZ o ot reventtheb+a�lc�n� TDH d „ hd The sua ce of a permit bas���r�ryF°cialr`�otm�a��'�/° '°` checked by _ � C�? 16 0 C #6 DWLS x � a a th c�at� P �cia��en,:;and ci��>r ,�; Tne " 5 DWLS x �D r tian f err rs m the const{uc��=;' y, �;�,;r,, 4� ; , . � a � s o c. # I �,- issued CONT. L PER SCHEDULE � � � Id ng o cial i also autho -ec' , �j�Pr�G,,��,,,,;„t , a Hollow concrete masonry shall be lightweight units conforming to ASTM C90, grade N-1 a d a � 16' 0 C ,� St ure ereinviolationofth�i�..��Ee� o �ny � SEE SHEET S2 a a 1'-0 6 h� risd � ' b. Mortar shall conform to ASTM C270 and shall be type S with minimum cube strength of 1800 ��� PERMIT 06 �5 �9 psi Do not use masonry cement or admixtures unless approved by the engineer. 4., 4.. �� XP. M �i�T=T.�P � � � � AMI, E� , c Grout shall be coarse grout as defined in 2003 IBC Table 2103.10 with minimum cube strength #5 DWLS x CO 2�� � ° P d S 6" NC. SLAB PER PLAN REVISED 0�7/15109 � of 2000 psi. Admixtures shall not be added unless approved by the engineer. � 48" 0 C � � ; d. Minimum prism strength of masonry wall assemblies shall be f'm = 1500 psi „ � � 2" REVISED 08f 07/09 e Conform to size and height limitations set forth in Table 1.151 of ACI 530 Grout shall be 6 a ° ° — (2)-#5's CONT � ° 8129'-0 � placed m a continuous pour in lifts not exceeding 6 feet. ° HORIZ TOP & BOT � #5's � 12" EA. WAY ° T 0. SLAB f. Bond beam units shall be produced from standard vertically voided units with pre-cut knock- � ° . a � , out cross walls. 8115'-0 a � � ° ° ° a a � g. All masonry shall be laid up running bond with exposed joints tooled. o� a _ h. Use continuous horizontal �omt reinforcing in all masonry walls, consisting of 9 gage side wire T.O.F. a � o •�-0`�. � t, � � , � o d d �a-0YO > a d:b��/��/� ��2� —� , welded to 9 gage trussed cross wires Width of joint reinforcing shall be approximately 2" � o$ a a ��' °`�' ` , o less than width of wall. Provide prefabncated corners and tees. Wire shall conform to ASTM ° a ( - ° a ° �� a �, a ° `r�` _ T O.F. (O' a d a 6' n a d � O Specification A-82 Maximum vertical spacing of �oint reinforcing shall be 16" a 8114'-0 � a a � i. Masonry walls, including site walls, shall have a continuous horizontal bond beam consisting of PERIMETER DRAIN , , , a a �� " � � ° ° I I ° � ` ° d (2)-#5 bars and solid grout at the top of the wall and at 8'-0" maximum vertical spacing PER SOILS ENGINEER 4� $� 4� a �l, o _ T 0 F. �o a ° Q a a a a sheet J 00 PERIMETER DRAIN unless noted otherwise a � ' � Openings in masonry walls shall be reinforced with a #5 reinforcing bar in a vertical grouted 1'-4" ° PER SOILS ENGINEER � cell each side of the opening and (2)-#5 bars in a horizontal bond beam above and below 1'-0" 1'-0" VARIES 8" 2'-4" the opening. Extend reinforcing and grout 2'-0" past opening on all sides 4" 8" 4" k. Masonry walls shall be grouted only at those cells containing reinforcing steel unless VARIES specifically authorized by the engineer. �,_4„ , PROVIDE DRAIN HOLES PER ARCH. 3 SCALE• 3/4" = 1'-0" � SCALE• 3/4" = 1'-0" S� S1 � JOB #0�04-12 \ � � y ���.0 0 R E��sr� • ,�C'�' ��tiJ 4• °• MATCH LINE `' "�� ���''�o - - - - - - - - - - - � - - - - - - 'a� 23199m: , -e: 3 'u' 4. S3 �`�f� � •''• �� \ A�EN ' � DWL (N) CONC WALLS TO (E) W/ T.O.P = 8119'-0 • � #5 DWLS x 24" EPDXIED INTO CURVED OPENING BELOW �1UG � Q� �OO� T.O.F. = 8'13'-0 FOR DOOR, SEE ARCH ' ' 3/4"0x4" HOLES � 12" 0 C AND 1 ELEVATIONS AND ' , (2) DWLS. IN FTG., TYP S3 HIGH SLAB (INDICATED ) T O.W. = 8118'-0 COORDINATE R.0 SIZE 6" CONC. SLAB ON 2" x 18 GA WITH ARCHITECT � _ — 00 T 0 F = 8115'-0 , STEEL DECK (VULCRAFT 2C18 OR � w , � ' � � — _ — �TEP 3,�» �NG 15'-13/4„ EQUIV.) REINF. SLAB W/ #5's � rn > °N° ' j , —_ 10 F � o,�GQ\ER 12" O.C. EACH WAY N a o / _ ` �' T.0 W. = 8128'-6 6'-6 2» ,_� 4,� �,_�,> 5., � � 00 0 � � / � � T.0 F = 8115'-0 , 3'-0 x 3'-0 x 1'-0 U � � o � � , � � / 00 T 0 P. = 8119'-0 � - � CONC FTG. W/ (3)-#5's � Z � o v I I � , I I T O.W = 8120'-0 2 � � "�' "' i - - - - - � I I � T.0 F = 8115'-0 T 0 W. SLOPES - - _ J / S3 _ AT PIERS - � TOF = 8113 -0 I �j � � NOa, a, ° x 2'-6 EA. WAY, TYP c° z � � - - - - - - - - - - - - � � � — � � 3�-p" NG , II -r -� ^ STEP � Z �' 00 � Jrix - - - - - - - - - - - - 1 � LOCATE (E) WATER LINE i ����� o � GO TO.W = 8128 -6 Q •� � � � — — — — — — � AND BRIDGE OVER W/ � _ _ � �� � P�EFz — �r- -�� — — — — — � I I _ T.O.F. T 0 P. = 8132'-0 � � co cn � o� E TO W = 8115'-6 I_f G. STAIR WALL TO (N) PIER — �_ — — ''� � � — — — - - - � � - - - - - - - - - _ - - � � � � � � � � / T O.W. = 8118'-0 (E)TOF = 8108'-0 � � 4 G�-lQ ———-- J — L - - - - - - ———� i �"' � � , °c� Z �' � S� '� T.0 F. = 8113'-0 / � I � T 0 W. = 8130 -6 � � � I I����`c�' � STEP T.O.W SLOPES / I I , .W 1 ' ' � � � a, � I I (MATCH (E) T.O.W ) U N � � Q\� T.0 W = S L O P E � T 0 F (E)T 0 W = 8118'-4 � � ( �� � T.0 F. = 8 1 2 4'-0 p � � � `n I , � / 2 (E)T 0 F = 8115-0 r" . ,"" �/ / / , L �- � I I 8121'-7 � � T.0 F. = 8114-0 / � �/ S1 I ------- � -- � j / � 3 x � � �� 8 CONCRETE SLAB ON 4 T 0 W. � � ` �'' � SEE ARC DWL (N) CONC; WALLS TO (E) W/ —� I � _ x t_ � _ �' / � �� �� � � m o o x � H. — /� CLEAN GRAVEL BASE ON � o _ � Q I � \ #5 DWLS x 24 EPDXIED INTO I I -�z'�/ i � � � �•, S3 3��r"�x4° HOLES � 12" 0 C TYP � I d- - �--H � T O.W. = 8124'-0 / I I COMPACTED STRUCTURAL ^ :N � � � j�v � FILL PER SOILS ENGINEER �. � I � � 3 � I x ���'r�'�T O.F. = 8118'-8 REINFORCE SLAB WITH #5's I ° I �t in / � � � I I � S� / / r.o.w. _ $�20'-o SEE ARCH. FOR DIMENSIONS � �SLAB TO.W = 8126'-8 � f�� s�24'-8 j , � �2�� o.c EA WAY T ; � � \ � L I I - / T 0 SLAB �i , 4 �- T 0 F. = 8114'-0 I I o � f°�' � S3 � LOVV SLAB (INDICATED ---) / 7 , %� � \ 8" CONC SLAB ON 2° x 18 GA —� � — — J / � PHASE 3 , 8121 -7 � � 1 \ � - - ,` � / S3 %� I J I CONC. WALL T 0 W. I I ` STEEL DE.,K (VULCRAFT 2C18 OR I --- --- f �/ / / � EQUIV ) REINF SLAB W/ #5's � ___ � I � � 12" 0 C. EACH WAY I ' _ � . _ I T.0 W. = 8132'-0 - � I I I � \ (E)T 0 W = 8128'-93/a � I � T.O.F = 8124�-0 I I I � (E)T 0 F = 8118'-8 � T O.W. = 8128'-6 ! I I � L3x3xY4 x 0'-5Y2 WELDED TO � � T O.W. = 8130'-6 STEP � (E)T 0 W = 8120'-9�/8 � � T O.W. = SLOPE _ �_ BOTH C8 WEBS T.0 F. (E)T 0 F = 8111'-8 I I � ( T.O.W. 8120 0 �''� EDGE OF 8" CONCRETE T.O.F. = 8115'-0 T 0 F = 8115'-0 (E)T 0 W = 8131'-6 I I I SLAB BELOW �� 4" � I I I I $�� (E)T 0 F = 8118'-8 � � � � ' � � I � / /2���" � � � � I a 3 I I I � SEE ARCH. FOR � � � ; � I (E)T 0 W = 8138'-9/4 O �'' � � \ � (E)T 0 F = 8118'-8 � � � DIMENSIONS THIS AREA � � - - - - - - � I� I v I I � � �j �--� � I II � - - - - - - I � I � 0� � I I 5 I I FIRE PIT 8" ' T.O.W = SLOPES � S3 SEE ARCH , 4� / T.O.F. 8126' 0 �� MATCH LINE � � MATCH LINE � � T.O.L. = 8130'-8 � � O �., —� -r � —� - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — I I � _ _ _ _ � PHASE 2• � � � 3 — i J CMU WALL 6 � ii -- - , � � � � S3 — — — — — � — � , ,.��8129'-0 � / S3 � • � I / � � , Y T 0 SLAB h� � , II � � � � � , _ (E)T 0 W = SLOPES I EDGE OF � E T 0 F = 8118'-8 °' THICKENED / 6" CONCRETE SLAB ON 4" � � � ) � I / CLEAN GRAVEL BASE ON SLAB BELO ° i / � PLANTER / UNDISTURBED GRADE OR C� COMPACTED STRUCTURAL FILL �` � N � � I PHASE 1. PER SOILS ENGINEER. _ � � CONC. WA / � REINFORCE SLAB WITH #4's � � o I _ 16" O.0 EA.WAY. PROVIDE � _� I � ii 1Y4" TOOL�ED CONTROL JOINTS �� � E..� (E)T 0 W = 8134 -0 cv �' � N �� STEP AT 15 -0 MAXIMUM SPACING � 1--1 (E)T 0 F = 8118'-8 I � T.0 F. EACH WAY � � c.� � I T.O.W. = 8135'-0 � ' (E)T 0 W = 8142'-0 I 4'-2" 2'-3" � (E)T 0 F = 811�3'-8 \ T 0 F = 8128'-0 � � NORTH � � _ � � � � T O.W. = 8140'-0 � FOU N D ATI ON P LAN SCALE: � 4" = 1 �-0�� � _— _---- � _ N TOF. = 8128�-a � — — — — — —�� � PLAN NOTES - - - - - - - - - - - - � � — T.OW. SLOPES ' — — — — I � � 1 .W = 8142'-0 / � 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS o 1. .F = 8128'-0 � T.O.W.=TOP OF CONCRETE WALL T.0 F =TOP OF CONCRETE FOOTING T.0 P =TOP OF PIER DWL (N) CONC WALLS TO � / TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS (E) W/ #5 DWLS x 24" � _I 1 AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED EPDXIED INTO 3/4"�Jx4" � HOLES � 12" 0 C. TYP. � I � � 2 STEPS IN TOP OF CONCRETE WALL INDICATED: Q I / , � — � 1 3. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS �1,� - S1 ' - UNLESS NOTED OTHERWISE. (N) L4x4xY4 CONT I I � o � LEDGER 4 CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x I � � � � REMOVE (E) SHOTCRETE WALL, SLAB ON designed by_ � (E)T o w = 8��7'-9/s I DECKING AND CMU WALL AT (N) RETAINING drawn by 16 WIDE UNLESS NOTED OTHERWISE E T 0 F = 3124'-0 7 I M N � 5. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND � � I � S4 I I 2 WALLS checked by _ TDH CONTRACTOR. � � � qpPROVED issued 6. DO NOT SCALE DRAWINGS � � S4 Commurnty Development Department _ _ I I I ` Bu►Idmg Safety and inspection Serwces � AFTER (N) RETAINING WALL�O ' 'Yi�liL � PERMIT 06/05 O9 - - - - - - -I �---- � —_ �_ —_ � _ _ _ — � / � PLACE, REPLACE END OF S�Q��ET REVISED O 7�1 5�09 / WALL, ADDING DWLS PER TYP lnternational Buddmg CodeJlnternational Residential � � CONNECTION AND (2� VERT���'�f permit The issuance or 9rova�l of�anyveo ation of no bec �st dtobeapermitfor,oranapp REVISED 0�3/07f09 FTG. any of the provisions of this code or of any other ordinancz of the �unsdiction Permits presumina tn give authority to violate or cancel the I I provisions of this�e of a r erme`b��,nanees(of�it utJticn d�c c�'i�r�s�untl�e vahd The issuanc P ,�, „_ ,;;f�rial fram reaui,� ��;�f7`� other data shall not preveni th�E ��c, r,,,nty�rc1 ,tn ,� T,�e � STONE VENEER ANGLE SUPPORT correction oi errors in the�c^°� �� � , HEIGHT OF ANGLE EXPANSION � J/ btr�jctuyre w�he�e in vsola cr,�t,�is ,:.tif��t a ��n`�}��u��G��z-<< ' VENEER SIZE ANCHORS r- � � t"'S�`�''�"��`�"�1 �F�,r _____� � // � INDICATES APPROXIMATE LOCATION OF (E) �, ,,.f� �•�-T�•,��� ____ _ -- -� � i- --� � SHOTCRETE RETAINING WALL UP TO 8' 4x4xY4 5/a"0 x 4" � 24" _ = ,� 8' TO 14' 4x4xY4 5/8"0 x 4" � 16" — ---� � —� sheet 14' TO 20' 4x4x�6 3�4�� x 4" � 24" 4" : � , 20' TO 26' 4x4x5/6 3/4"0 x 4" C� 16" � N NOTES• CORRECT DRAINAGE F'ROBLEM AND REPAIR 1. THIS SCHEDULE IS FOR NON-BATTERED STONE SECTION OF SPALLED CONCRETE AT SHOTCRETE VENEER WITH A MAXIMUM THICKNESS OF 6" Wl�LL CONTACT ENGINEER FOR OTHER CONDITIONS. 2 LOCATE ONE EXPANSION ANCHOR AT 6" FROM ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT 3. ANGLES MUST BE ORIENTED AS SHOWN , JOB #0�04-12 ;' _ NOTES - p0 Rf�� � �-�0.P'...,... sl 1. BOULDERS ARE TO BE 1 -6 TO 3 DIMENSIONS SHOWN ARE APPROX. BUT ��- .-�,�,4 � ,y�'•.;`�� 4'-0 IN DIMENSION AND SHALL BE THE TOTAL HEIGHT OF THE WALL MAY ,`�:;� °�y:;� OF ANGULAR SHAPES (NOT ROUND) NOT EXCEED 6'-0 AND THE SLOPE :'� 23199 `�' 2 PLACE BOULDERS SO THEY MAY NOT BE STEEPER THAN 2:1 .�: INTERLOCK BOTH VERTICALLY AND 4 BACKFILL AND BASE SOILS SHALL BE '��'•. HORIZONTALLY VERIFIED BY SOILS ENGINEER DURING F ' ••' �� ni � CONSTRUCTION OF WALL NA�E III � 3'-0" MIN � III � , • � I �tUG 1 4 �U09 III � i��i�i � BEYO D W II� 7J i���i��i���i���i��i� �� �/\�/�\�/�\�/�\�/�\�� • 813 9'—0 �T��i��i��i��i��i� , 8138'-93/ � — �'� — —�� — (E) T 0 PLYWD � � �ii � w , MATCH (E) � �� %.�� �' � N I a , ° a • � � / / � `o � 1 ���������// U � � 000 � , / � � p - - - - - - - 0 2 ���i���i���i�l Z � � rnrn � V� - - - - - - - - ii��i��i�i� — � � I I � � � � � � i����\i�i � ooZr� � � �-4 � 4's VERT. IN FULLY I I � %��%��%�\� GRAVEL FILL AND FILTER � � `� o °�' °�' T 0 W a � ' GROUTED CELLS � ��i��i��i��/ FABRIC PER SOILS ENGINEER ~ �' ao w �^^ a � � I I �r���i���i���i Z � r� � i-- r� x � � 24' 0 C � � ,��j��j��j,�� FOR DRAINAGE Q .L co � F— o � � /���/���/����` � � cD Ul J.,..� , , � � � �/����� � //�/ //�/� J � I I \���������� %��i���%��i���%��%�<r i�\/����`\\�\ � � ����%� i i i i i i i r CONTINUOUS DRAIN AS � '— � STD WIRE JOINT I I o ��i��i��i��ii i%��%��%��%��%��;i\�i�i> z � CONT ALUMINUM '� � �135'-10 � � a REINF HORIZ � � � I �'���i���i\ !i!�������!r,.�%•�' REQUIRED BY SOILS ENGINEER � � � .. , �i FOR DRAINAGE o0 0, GRADE 6061 Y4" x 9" T� W a � � ° 16 ' 0 C , TYP % U _ � � ,,,� � � ) W� �2�—Y4�� X 23�4� a • / � � I I — � .� I 1 —6 � � � � i , TAPCON SCREWS � 8" ' � EA BOULDER � � °' °' TYP. /Y U m � °�' °`t' �3�8•• 2y4•• 0 C. (SEE ARCH FOR / � � �� � �� SPA COVER DETAILS) � EXSTG. FDTN WALL L J � X CONT BOND BM. W/ I I \� +, o — � Q � Qrn � CONT BOND BM. W/ , a�� (1)—#4's CONT. HORIZ � � 3 TYPICAL BOULDER RETAINING WALL (SINGLE TIER) SCALE: 3 4" = 1�-0 i � � 'vv � , (2)—#4's CONT. HORIZ. 8130 —6 � TOP & BOT OF I I � TOP COURSE T�•W WALL � � S3 . . 3y2„ I I ' I I ' 6" CONC. SLAB PER PLAN STD WIRE JOINT � � 6" CONC SLAB ON 2"x18 GA TREATED 2x4 STUDS C� � REINF HORIZ. � 16" � � STEEL DECK (VULCRAFT 2C18 16" W/ Y2" TREATED 8129'-0 #4's VERT IN FULLY 0 C NOTE: #4 REINF � I OR EQUIV.), REINF SLAB W/ PLYWD. BOTH SIDES ' T.O. SLAB � a ° GROUTED CELLS � 24�� STEEL AT PLANTER I I #5's � 12" EA WAY 0 C. MAY BE GRADE 40 ° I I � a a � b'� STD. WIRE JOINT � I I � ' . � � . „ #4 s VERT IN FULLY 8130 —6 8130 —6 `i,�`i��`%��% REINF. HORIZ � 16 GROUTED CELLS � 24" � � T.O.W. T.0 W. .o,����o�� 0 C. 0.C I I • : �� CONT BOND BM. W/ - ��,',��' I I ' (2)—#4 s CONT. HORIZ I I � TOP COURSE EQ. EQ #5 DWLS x cO 4 DWLS x �I I I STD. WIRE JOINT � � CONT. L AS IN SECT 2/S3 OR DWLS. AS IN SECT 6/S3 � 24" 0 C � � 24" O.0 � � � REINF. HORIZ � 8129'-0 � � g�� IN FULLY 6" � � 16" 0 C � a ° T 0. SLAB GROUTED I I � � � a 8128'-6 � CELLS I I a #4's VERT. IN FULLY o T O.W. � C� ° I I GROUTED CELLS � C�?412'W 0 C � CURVED STONE � „ j 1" 8129'-0 I I 8129'-0 24 0 C 0 4" 4" LI N TEL W/ � �—�1 � � T0. SLAB _ a a ° a a - °a a a — �� - - �� — co EQ. EQ. _ _ _ _ _ _ _ _ _ (E) T 0 PLYWD #4 DWLS x KEYSTONE `D e a � a a �' � � a a � a ,�o � 24° � �. J N Q � 8124'-8 ° a ` a ° ' � ° a I� .I 6�. VERIFY � � �� O , a o , T.0 S L A B a � � � a Q o a a � a � a _ a Q ��� —_ _ _ _ _ _ C U R V E D O P N G �� � ^ a M—� a oo � - - - - - - ` °��a I I CONT L4x4xYa W/ S � � ��%/�\%\/\�/\\/I I �c a � 5���� X 4�� EXP. � � � #5's � 12' O.0 EA WAY ��,i���� 6' C M U r r�i, ANCH. � 24" 0 C ��i��i,l I INTO GROUTED CELLS �L h� \/�\!I I ADD 24"x24" o � � SCALE: 3/4" = 1'-0" � � BLOCKOUT PER � ARCH. FOR OPNG. FOR � � S3 EXHAUST LOUVERS � O I 8124'-8 � � 5 SCALE. 3/4" = 1'-0" T 0 SLAB ° ° a ` I ANDATR MMERSER _ a � SLOPES S3 00 �. ° . : � • � ^ TOW. � ' � � °�� STONE VENEER � � F-�-�i C8x11 5 OPNG. FOR � CONT. BOND BM. W/ PER ARCH TREATED 2x4 STUDS � (2)—#5's CONT. HORIZ. 16" W Y2" TREATED VERIFY T O.W ELEV W/ INFILL W/ CMU OR DOOR � � � PLYWD BOTH SIDES ARCH FOR POOL GRAVEL PER ARCH CONT. TREATED 2x8 2x8's � 24" 0 C �� U 8130'-6 COVER ASSEMBLY 8130'-6 LEDGER DRIVE—PINNED TO W� SIMPSON � �� 8 CMU C8 W/ (2) � 12' 0 C LUS26 EA END '���%����� 6" CONC. SLAB ON 2"x18 G�, T 0 W T.O.'N. ,i��i��i����i. a i ;`ii�i��,��` STEEL DECK (VULCRAFT 2C18 ° ��!i'� OR EQUIV ), REINF. SLAB W/ 2 SCALE: 3/4" = 1'-0" STD. WIRE JOINT EQ. EQ #5's � 12" EA. WAY CONT. BOND BM W/ • • ` cTONE VENEER S3 ' REINF. HORIZ. � �2)—#4's CONT HORIZ - - FER ARCH. #5's VERT IN FULLY � TOP COURSE � 16" O.C., TYP. GROUTED CELLS � (2)-2x8's TREATED ��i`��i`��i;:��`%� 16" 0 C STD WIRE JOINT �\�\\�����` �, REINF HORIZ � �i��, SEE PLAN ,� � 8128'-93/4 16" 0 C. `��� T.O.W. CONT BOND BM W/ Y (E) T 0 W � STONE VENEER , \ \ \ \ ����rD nt (2)—#5 s CONT HORIZ. — � — �� — —— —— PER ARCH � 8130'-8 g�28'-7 �'� � #4's VERT IN FULLY COVT. L PER SCHEDULE '� ��i��i 6" CMU , T 0 L (E) T 0 PLYWD IUI IV� GROUTED CELLS � � SEE SHEET S2 , 4 k " �i `,;�`��Com�nity Develop nSpe�o+aSeYvices . . ini ini i " � - ° — u y � C6x8 2 , 4" CONC. SLAB ON GRAVEL FILL 24" 0 C #5's VERT. � 16" O.C. �516'C O.C. HORIZ vA , Buddmg Safety and 6 CMU TO REQ'D ELEVATION FOR SPA �� �� i - 12 CMU tio CodellnternationaiResidential KRM TRENCH DRAIN PER � I I UNIT. REINF SLAB wITH ST� WIRE JOINT designed by_ ARCH. iv 12" CMU � 6x6—W1.4xW1 4 WWF " ' RENF. HORIZ C� � � ° nternational Budding ranting of a permit shall Yz EXP MAT L, TYP N PAVER DRIVEWAY of permit The issuance or g y M TN , roval of,an violation o � CONT. L AS IN � � CONT. BOND BM W/ a a o Q Q 16 O.0 PER ARCH n t�� �gti uvlsi0ns of th srcode o�of any p drawn by , 8129 —0 � SECT 2 S3 OR � � other ordirance of tne � � (2�—#4 s CONT HORIZ. ' • a ° a a a ° #.` DWLS x c° isdi �on ermits presummg to give author�t to violat�or cancal the y _ TD H � T 0. SLAB a � DWLS AS IN � � � TOP COURSE � � � � ns this code or other ordm2nces of t..)urisdict+en sl�all not be cheeked b � � #5 s VERT. IN FULLY ` � 16" O.C. J N � ovis ermit ba�r�c�`'°"struction�ioa�me����nd , o a SECT. 6 S3 ��� � � � �� lid he i suance°fe e� � `o��+�!, '', ISSU2d q � GROUTED CELLS � � � � , I I � � 6�� �!r�ii�i��i��i��i��i� �er a a a no p , � I I STD WIRE JOINT 2 _� �I \\ \ \ \ \ \ \ 5i'�y V�f�" � ~ pa,C Tf�e � 16 0 C C�NT BOND BM W ���i�i�i�i�i� orr � �����+��u`r���t��� b�� .ii ii�ii��i��i��i� F f errors m the cot+str�_' � ,t��t�cc��Wa�'� �` � ' 0 0.° . o , � ��,���,���,���,���,��� , �, ot any �t�i�, o;��;,d,��;. �r P ER M I T 06. 05 09 REINF. HORIZ C� � `����i���it�i�� 2 >, � � 16 0 C. #4 D WLS x � �I „ ,O�O �r � 24" O.C. - � � (��—#5 s CONT. HORIZ ���.�����\�����\� tr�� e if here m vsolation ofZti�is��u� � ` 4 `� ` � ` N� TOP & BOT OF WALL �i�i� � isdi,tion REVISED 07 15/09 #5 DWLS. x 24 EPDXIED %�%� y2 I I �%�!i� his� CATE ,� , INTO 3/4"�x4" HOLES INTO ��!��� #5 DWLS x � � � #5 DWLS x ° II ` E124'-8 pLA E aS�M1��E � REVISED Ot3/07/09 WALL � 24" O.0 (OR CONT � 16" 0 C�� � � @ 48" O.0 J N a a a e Q ° o° ° a a , a ° a a a a 7 0 SLAB Z ° 5 DWLS x �`' L A S I N S E C T. 2/S 3) ��_�� I I 6�� ° a � # I � I I —— —a— � � ° ° � a a ° a o � � � � ° ° 8124'-0 _ ,. � 16" O.C. Ji� 4 CMU r l J� � DRY—STACKED 3 — 5's CONT. LONGIT. 5's � 16° O.C. TRANSV. � � C8x11 5 - / /o�;PO o�'\ \ ` \ ° ° T 0 F � (2)—#5's C O N T. H O R I Z. � \ / � 1f I I p0 .o 0 0 0. a ` i� • 8" CONC SLAB ON 2"x18 GA. � 'ii�\�/�\ii��i�\� �`�%��,i���i�, a � 00 �- F O R V E N E E R DRAINS PER ARCH 8126 —0 I I STEEL DECK (VULCRAFT 2C18 � ������\\ ��������� ° SUPPORT (OR a TOP & BOT. 2 — 5's CONT. LONGIT. � �° T.0 F � � '�i,�� �,�� STEEL L PER ( ) # a a _ OR EQUIV ), REINF SLAB W/ ' , a a a Q a a Q a a � o i i # � „ a #5's C� 12" EA WAY / 4" 8" 4" PERI SOILS ENGINEER SCHEDULE) d , SEE PLAN � 5 s � 12 EA. WAY a a a a a d NEW 8" CONC WALL ,� a ^ T O.F sheet � � � 1'-4 � o0 � � MECHANICAL ROOM a a � NOM. I PERIMETER DRAIN I (� ', � 1'-4" 1'-0" 1'-8" PER SOILS ENGINEER I I � ° $�� 8„ $�� � i� � � EXSTG. FDTN. 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