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O. � � � � � � . . . . . . . � �. � . � . . � � . . � . � . . . . . . . . . . . . . . . . . . � . � . . . . . : .. .. . . . . � . � .� � � . . � . � � . . .. �� � � . � . � . � � � . . � . . . . . . . . � � .� . . . . . . � .... �� � � . . � � 1 -.0 � � � . � � N o O � N o0 �, �, �O O ,c c ' �`.' // � � .> > � � / � � � � �l � / � . l / / .� � ��� /1 �/ � � / �,� �:��. � �/ / � , �xisrir� r.oNC. � � CURB � GUttER �; � --`- � � � / 5 � a3 g / , � / l � / ! � i / „�- � � . / � � .� � : / i � .,� / /, TRAC T B / �/ IPARKINCs) / / i / � � �6 // � 2�� --�' / / � ASPHALt � . e � � � PARIGIAKx / �— EXIStINCs EDGE / OF ASPHALT , \ t , / � / ROAD GRAPHIC SCALE �� r � ° �°. � ,� ,` � . . . . . � ��� . . � . . .� � . 5 . . 10 . . �20 . � � 40 . . . � � � . . . . . .. . . . . . . . . . . . . . . . . . . � . . � . . . � � �/. � .. .. � � � . . .. � . . . . . .. , .. . . . . . �. . . � . . . . �. � . .. � . . . � � . . � . � . . . . . . . .. . .. . . .. . . .��e � . � . . � . . . . /. . . . . . . . � � .. .. . � �. . � � . . . . . . . . �� � . . . . � � . . . . � � � . . � � .. . � . . . . �. . . � � � . � . � . � . . � . � . �. . . . . . . . . . . � , �`. `� U -� If� �JSB RUC K MEADOWS , ,-� o g6 i °o, � � � `° ( IN FEET ) �g � � Q � �� • � c U 1 inch = 10 ft. , / �0 T C.� �` �o � o o � 1 - ; oo � � � � °° � �; � ; 320 , � �'� � / p �;, .__ o � � g ,, � 6, a� cavc,wai� wi a � � ao , �''� �°�8 / S� c9., STUCGO t0 MATGH � � / EXI9TING GONG. i ° �S � �. DAYL�IGNT SUBBU ACE / �8 / cl� � UTILITI'PED. REMAINPAN t0 N � DRAIN9 INtO Y / / �' � � �' ' 00� � � �OT � �, � / ; - ` / , , Z / o o ,� / ( / o. v'. „ '� J, �, , . � / �� EXISTINCs BRICK �� . , . , . � , , , � , . . , / � 5 ° �OT 6 . ; ; :� , . . . / 9 / PAI/ERS TO BE aooR �g' � '.S` REPLACED,tYP. -- , �;, .�, , , ; � ; : ; " ' REPLAGE EXISTING U1000 TIE PLANtER . ' a , :��; ' �`� WALLS W/StONE LANDSGAPE WALL9 / �' � SLOPE 70 DRAINS � � � / o o ;l r�.�� oo � O, --�_ A StON GA �� , ,�, . .' INOTE: NO PAR'1' OF WALL SHALL � DD E i° ��,�� . ,� � � , �' W � / � ENCROAGH INTO PUBLIC RICsHT OF WAY) I � � 70 WINDOIU WELL ,,\ � ,, ; � , � / Q � i / � COORD INAtB LANDSCAPB WALLS '�1'P. ,��� � ,�,�. , _, � � ! / �o T 5 \ WALL LOGATION UJ/ ' �",,�'�. \ � � ,' ` , \ Ln / 0� i �O EXIStINCs C�AS METERS, ; ,'�.�� ,:� � � • � �PLACE EXIStING � / 2 / � cS ,, , � � tU00D 71E PLANtER � J � � / cS. � 77P. ,��� , , .� (� . / I o � �� ,, �.;, � , ti , � WALLS lU/StOME m � / � eDD 6 CONC.STEM / � , r;� ��� �' ,\, ����- � : LANDSGAPE UTALLS WALL B�7WEEN , . � , �� .,/ � � �OT 4 � �� , „ : :; / Q o0 � �' P�aa�t�R E u��.�. ,�, ; � ; �, � , �� , :. < / / W ' ! �'o � �, ���� �. � � � � �6 / i ,00es � e a e�:.w `�' � / J 0• t�oae ,.,�;�Fn�,�,.� , , � <. � , , � , � , 2 ; � �, t�ovs woo� ti� ; ,, ��: . . ::: � � �- s , t � ,�" ,, : . J cr' STAIR INCORPORA E ' `��<�;, ' ; , o / � Q , o • �. ,�1� ,, , � O •:. O � 0 � INTO PARKING AREA , a -. � �; , ioosi , ; '` / O, v' , �,,��. �. / � . - , ,� . � � ( � � ����� � � �1��, � , ; j , � � � � , � , � `�� , ; ;::; ;:< f�PLAG U101 Tf WALLS � �0T 3 , �,, , , , :, , �. . i W � �-� I �o � 2�wa ,.� `� � � ...„ ; wi 6�� c>: c..e�� ;:: a REMOVE UIOOD 71E ��, ,��'�,�;.,, , � ; � �°, ���� �� � ;�\:' � \.� r!: > > 1v�: St '. RAL �� Z' / � StAIRZ t PROYIGE �\��� � / O c3`_ � IvED ANtER � ; � ` ' � � � � / � RA PL , u, , o ', ' , ,. � ,'\� ' � , / ' J '� tZE: 4/A4� SIM. , , ., ,., � . � �\:� � ., . �� < : "';:`- > N / i Q_ .��,� �� , � � � / ,� . . . . . . � .. . . . . . � � . � . . � . . � . � . � . � � � '� . . . � ;::✓ . . . . . . � . . . � .. � / �P , � �CONC.STEM WALL , , • ;�' � �_, ,, ; <:; � \� > ;; / ,, Q �- N �OT 2 T GTU , � , , � . � � / , / �o � �: s �u rzaL � '�. ,�� � ::� V , �P t , � � , � � ; � � � ' m � � =� -' / >: � � �� i ADD StONE CAP TO toios �.�: �r,,t �:.� � , ' :: z:.\'', , �9, 65' �� �5, ,�ooie �°� . / �`, WINDOIU UJELL UTALLS, � ��, �, :.. ' _:// " \,� � � , ,. / . � J C.S� �\�. � ,J / O tYP. , .�v � ,::� ; �I`�OV� P1.A�ITER <>:. / � � \m O; �S � �, '1 � o / �.��� TE INTO — „ / �P S� �, � c� �,�' !�'4 � 0 r , <:, • , . � • °« o °. � � o, >/ ,�,�:°+;f;ALt PARKING t�,�l� Q ; , � , ,- � � N �0 T 1 �` \� , . ; : �: .� . �� � , O,� �'o � �� :: „ , ,, ��:A �. � � � , � aI , � �COORDINAtE LANDSCAPE ` , � , , >: �'ROYIDB 4Z TALL , �r�..::. �` ��� � � �, , � _ .. i e � , A 1 LOCATION Ul/EXIStING r � ,, '::: ;:A I � , / <:_. �� � N � - / � � � ; ��! � , .;. GL� RDRA L f'ER;, ( ��� � � � ,� , , , ; , .;:. /� <:: s��riav �mizp� � `� i' �'C� � � � / �5`.. � G,4S METERS.TYR � . / �� � O a � � "./ r, / �� � � � iec:tYP. �.�-' A � � T R A C T A o� �6 P,ROVIDE 6 ���. � , ,� ,, , , ,, , ,, .: ��: <: � � / � �� � . , ` `� St�M IUALL BE'I'UJEHN � , ' \ � <:. o ;< RE: '1/�� <::, / / ����° � � / (PARKINCx) � J , � , PL,4N1'ER t tUELL �; . ` ' r � / ;: � � � , ,�o �� � � \ � / � a �� asN i o�'; ee� � � � � / �° __ , / � 1 / D ED L , , ;;, � `�--"`°,:�., � w.00R a � , , , � / � ENTRY ROOF TO ' ' ; , �, ;> � i ��� ..�„�.,.,�� REMAIN, . , , , ; , , , , ; �"�. , / <:. �o , � , . / �'� � � , � \\ � REPLACE TIE WALL , �� , /'� �`�"�-�.:. / UJOOD POSTS TO BE � ` � , , � �� :.. :. �, O . � . �.�"�,- � o > Ul/CONG. AL�., R REMOII�D t la�PLAGED W/ ' ', , , � � ',.< `°:R�e�6fRUG7URAL � � ' �' �`°,»;;: 6X6 S�4.Z DOUCs.�IR � � ' ,� � � , , � �' �� ° ;., .`/ '°`.�,�.�, / r \ ( /�/ BRACIGETS,TYR � / �O / �: �iaa� , \ � �^ : \ / , , < ,� \� ,, / / Q DA7LICsNt SUBSURFAGE � �C, � �- / � � / , , , , � , , ' , / � � DRAIN9 INTO YARD AtUAY � � ,`� `� �MOYE PL t�R < :: � �' ��, ; , ��� , , ; � ISSUEDFOR: DATE: , cP� FROM BUILDINCs � ` C, � ..., : - IN TE INTO -< \ ��. � ,�, � , > /<:. `� / ,;• A3L�H�XL7 PARKINCs A�A �o ExiStln� coNG.stEPS t � � � �� < , , ;.: a SCHEMATICDESIGN 04.?9.10 � � � � � I-{ANDRAIL TO I�MAIN �;` `� �Q �: ' ,i , ; � � >. / � � ( " NEUI CONC.STEPS f�� / , ;` � : c / , I" � ��NE24L Not�s: DRB SUBMITTAL 04.27.10 o ` � , r� � o, �xistn�c: ! _.:. ,� �o „ ; ;:..,/ °. v PERMIT SUBMIITAL OE.04.10 . CONCI�7E ; J:. � .. �/ �� / 1.EXISTINCs 9rd DEGREE PARKINCs GONFIGURATION t0 � : , 2 , ��::;:, � ; .�. ,. ::,,..:::. <:. RBMAIN IN PLAGE. : P PARKIM1ICs > ...> u ':: AC : xlStl s�GC� W�NEIU ,.:. ;:: / 1 DO%CD SET 10.15.10 ,: F?EPL � .: � :<><..>:..:. �. � 7 T vl SU AG D IN IPE � DECK _:. > ;;.:...<::.; 2.CONtRAG OR O PRO DE BSURF E R4 P : _, _,,. : E . / .,,, S'Tl,GGO �;EX GONG.>,W�I.�TO : t IN OF , ,:. ;. ,;. U1R�PPED IN FILtER�ABRIG PLAGED BED c3` / <::. REMAIN �:: >. �� � >. <: ���`��/•.>. FREE DRAININCi CsRAVEL IN ADDITION t0 4 P1/C DRAIN TR A C T C ,� ' • —�—PB01'I`D 42" •., / COPEN 9PAGE) � .::� - � :< PIPE GONNEGtED t0 AR�A DRAINS. : �. �-:. TALL GU,dRDi�lt `:: 3.DAYLIGNt rv-UBSURFAGE DRAIN PIPES AT EAST 1 �O / >PER SEG�ilOt�1iP�12 ��. �� �R _ .:. ,�� tUEBt ENDS OF WALKUTAY. BLOP� DRAINS � .12 MINIMUM. �, / ;,OF E'IBG,7YR. , � �/A�F� � COORDINAtE IN FIELD. DISCHARCsE AUJAY FROM . / � .E. _ BUILDINGS. ' /� ; . /f/ , � / I 4. BELCsARD 6ER'sERAG�CALLEGTION GONG�TE �� � / `> LANDSCAPE PAYERS IN BRIttANY BEIGE (OR .; / I �/"�� APPROI/ED ALtERr1A7E)TO BE SANDSET t SLOPED t0 , \ �/ / I AREA DR41NS PER MANUFAGTUiZER'S , � / RECOMMENDAtIONS. � QC \, / � .�� � _ 5.UIOOD 71E WALLS TO BE REPLACED tUITH GONC. '� � 1g / � � UTALLS 1 GLAD W/STUCCO (SMOOTH SAND tEXtURE). �P � - /� / RE�ER t0 S7RIJGTURAL DRAWING9 t ELEVATIONS FOR C7 Q / / / ulALL DETAtLS e HEICsHTB. R . / �'�� " 6.EXIStING CONGRETE 1a�tAINING tUALLB TO BH GLAD H � UJ/STUCGO t0 MATCH NEU1 IUALLS. � � T � \ / �� , �/ / 'I.42 tALL METAL (POUIDBR GOATEDI GUARDRAIL TO i � Q Fjg BE PROVIDED PER SEG710N lfdi2 OF tHE IBG,U1FdERE A �. 0• �'` / , �� : '1/A4m) �`Z / MIN.30 StEP JN GRADE EXIStB,l� C'! V � \ -� � „� , r S.REFSR TO ELEVA710NS FOR WALL NEIGHTS. /j� � , �� �� WI CONG.UlA 9 (G A W/S'TUCCO)TO "� : - � , ! , �O 9.ADD 6 DE LL L D tS ; �l_ ; 0 0 / �-- �� ca our av P�,av. ��R Fa AR� ». O WINDOUJ IU�LLS UIHERE LLED 11 ./ 70 ELEVAtIONS FOR UTALL I-IEICsi-ItB. ,• :;- S . , / �� RE. 2/A42� SIM. - / �� 10.36" tALL METAL lPOU1DER COATED)HANDRAIL TO SHEET SCALE: 1"=10' / BE PROVID�D A7 ALL StAiRS ON BOTH SIDES PER SEGtION 10m9.11 OF THE IBG. � II.StEPS 70 NA1/E A MIN.tREAD DEPTN OF 11" t A MAX. DR,4WNBY.. _ / �� RIS�R 1-IEICxN? OF '1 PER SBCtiON 10093 OF tHE IBC. /�� 12.GONTRAGTOR To REMOVE BxISTINCs WOOD POST9 t �\/��T' M ' CHECKED BY.' KB . . . .. . � . . . . � . � .. .. . . . . . . . . . . � . . . . . . � . . . . � � . . . . . . � / . . . . . . . .. : . . . . . . ... . . . . . . . � � � . . . .. . �� .1:/ .��.�. V � ., . . q... � WING WALLS • l,Mit ENTRIES AND �PLACE W/bXb S49 C coPVRicHrzo�o DOUC3.FIR WOOD BRAGK�TS. � O BLUELINE ARCHITECTS P.C. / RE: 8/A4.0 p 13.REFER to ELEvAtiONS FOR DIMENStON9 OF WALL t �M� � � �Q1� . , : / ToP OF u1ALL HEICsHtS. PROJECT#. ?002 ( 14.GONtRACtOR TO SUILD THE SItE WALL WITHOUt / SHEET TITLE: SITE PLAN -� YGINKZ' IN PLAN (S7RAICs1-IT). TI-IE DRAWING SHOU�i tl-IE p^q,�y� �p Ap 1 ATIC �'d,J �� tR1 L / i U1AL7IN ITS GURRENt LOCATION IS DIACsRAMM 1T9d� if 1 � �I.__= " : i , ; � � � A2 . 0 � � - . � , � f � �1� . �-- � �� � /� _ , �, _ � � �2.� � ,� � � ; - � . , � � � � � � � � E E .a.. `-"-' o 0 � r "• � � � � � O � aUi N t.�C) � s .:c . I� ` ` NN a o CO � c c � � -� -� � > > � � � � @J .. G�NERAL NOtES: � � � c I. WALL ELEvATIONS t LOCATIONS To BE YERIFIED IN FIELD. , 2. 42" 7ALL MEtAL IPOWD�R COAtED)CaU�RDRAILS TO BE ' PROVID�D PER SEGtION 12>I2 OF tNE IBG. 3. GONTR4G70R TO PROYIDE IUAtERPROOF MEMBRANE WHERE > PROPOSED PLANtERS GOME IN CONtAGT W/ tNE BUILDING, tYP. RE: 4/Ad�.� 4. 36" tALL STEEL PIPE (POWDER COAtED) HANDRAILS TO BE PROYID�D At StEPS P�R SEGtION 1009.115 OF tHE IBG. 5. COORDINAtE ALL PROPOSED WALL LOGAtIONS WItN EXISTINCs CxAS ; MEtER LOGAtIONS. 6. 36" tALL WING WALLS AT ENtRIES TO BE REMOVED, t1'P. �.PROYIDE 6X6 DOtXs. FIR S4S BRAGKEtS INON-StR�JG7uR4L) At ENtRIES. RE: 5/A4.m S. 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CHECKED BY.' ` KB � � � � � � COPYRIGHT201� � O BLUELINE ARCHITECTS P.C. : 3 011 MAR 12 , PROJECT#. 1002 SHEET TITLE: EXTERIOR ' ���� ELEVATIONS , , , T�Vi�i� �F , I p _ . � : A3 . 1 - � � �1�� ���� � � � � ��� � O1� � ��0���� � � � ,� _ ,_ �� : I ,43.1 1/� - 1 � . , _ ; � , , ; ; � , , , j ; ; , ti i , � , \ � � E E > : � �-' o 0 O � � � ( 0 � � e � d' � d � � s s I� N � � � � � � � � m m � � � � � c � fsENERAL N07ES: 1. WALL ELEVAtIONS t LOGAtIONS 70 BE YERI�IED IN FI�LD. 2. 42" tALL MEtAL CsuARDRAiLS t0 BE PROVID�D P�R SEGtION 1012 OF 7NE IBG. 3. CONtRAGTOR t0 PROVIDE WAtERPROOF MEMBRANE WNERE PROPOSED PLANTERS GOMP IN GONTAGT W/ 7NE BUILDINCs, TYP. 4. 36" t�4LL ST��L PIPE NANDRAILS t0 B� PROVlDED At StEPS PER SBGtION 1m09.11.�✓ OF TNE IBG. XI tIN 5. COORDINAtE ,4LL PROPOSED WALL LOCAtIONS WITN E S Cs � GsAS METER LOCATIONS. '1 6. 36 T,4LL WINC� WALLS At ENtRiES t0 BE R�MOI/ED, tYP. , � ( 'I. PROYIDE 6X6 DOUCz. FIR S4S GOLUMNS AT ENTRIES. 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I �°o�� PERIM�7ER DRAIN IN � � � ° _ a. a �� o BED OF CxR,4YEL U!/ � c ° � , - -r�- � ��� � �� FILTER�ABRIC � � � � o � � ���r g,� I i�: SOILS f�EPORt/GIvIL `� p � � U o . . . . . . . . .. v I�� � ao/ . � . 6� � .. � . . . � a � �p�� ��j � � ly � �. `O BA.FOOTIN;s ° I `���ci Q (Y BA.F0071NCs � V3 � �: STRUGT, � IZE: tRLIGL U i (zE: SrtRUGt. � R�: STRUGT. �, • � .o � m � ` � � . � � ;�}- ' I I C /� I /�� It t I � N •� � 6 �I ��. �U������J- ���� �� 3 �J��t l � � ���e l�l I �� �� I � I l� a � � a0 �.0 �� = 1'-0° �.0 1" = I'-0° � � , SLOP� � -t-- I ,, , ,,:,:__. 4 GONG.St�PS GASt ON tOP � _, r.o.wa�� W _ � _ ;; OF C N E , 4 � ,� a st�cru� RUS ED ROCK s > � AC 501 � � I � ; ca� t�D � N 7YP.S?UCCO�INISN � ��4L � � � S48 6X6 DOUG.�IR U100D BRAGKEt :� , , J � I ` �: i/A4.0 E z STAIR LANDING PROVID� SEALANt e INON-S7RIJC7l,IRAL) j _ m � � � I. � SLOPE 150LAtI0N JOINt , I = � �,. �, an�ac�t to asPNa�t � II � . .iz Mi►�. 0 LAP WEAtN�R�SI51'i1lE BARRIER � �� 4 SU(�ACE � W � O N�R S E L F A D N E 5 1 1/� l U A 7 E R P R 0 0 F ��� I I ° —'- J . : . . � . � . � � �� . . . . � . . . : . � . . . . .. . � . � � . � . � . � � � � . � � . . � . . . . . . . . . . . . . . . . . . . . � . .. . : . . . ��C� � . . . Y . . ._ . . , . . . . . 4. . . . . � ° . . ° _ .. _ �, �a . �. � � �. .. �. � 0. . . .. M���� ��A��� A��� WGLL ;) (I o a I � � Q a ' ( e�auc�t� ;' �� ' �: � �� �� �� �o o��o ��� Q . . - . . . � . � � � . .. . . � . � � . � � . . . � . . . . � � � � . . �II �" o o �' dx'� o a �� 8r°s���e c��a�W°� I�— . . . O . . INTERIOR BAGKER ROD t SEALANt AROIIND N�W 6 WIDE COI�G.IUALL °° ooq o �o� o � p��o 000 0 ���,o Q , . . . . . . . . . � . . . . � . . . . . . . . . . . . . . . . . � . � . �. . . . . � . . . . . � . . . .. . . . . . : . . 4II ��'oo�' �' 8����d' �-€'�'o�°a, �.o� ��a�o � . . . . .. . . � B� ��,�� ��6 : W ! / DOIUELED IN70 EXIStING � o �o � ° o � � � °�� s° � � j a SCtZEIU INtO lWOD StUDS OR SOLID CANC.WALL I I L � Z ; � � I U100 OGKINrs IN IUALL : ST 7U o 9) I � D BL i�E RIJC RAL � - J a a i� N �X?�Rlo� PROV��� PEraharlENt s coNC.FourlDat�oN � , , � � �� _ �: S7Rl1GtuRAL Q � , I LADDER P�R SECTION ; 10255Z OF t I I I� 0 8� � m � l LAP SEL� ADH�SIvE UJAlERPR00F NE BC 3 �o I MEMBRAN� OVER tUEAtNER i�SIStIVE I I �- ��o I 4 �o0 00o a � Il 0900 0�00� �'4 � poo 8 ,��o�� r- BARRI�R ISNINCsl.E S7YL�) EXIStINCs GONG. I( �� ��°�°° ° �°°�o P�RIME?ER DRAIN IN -� �� fi-OIINDAtION IUALL � u �'� -, 8� � q I �� � � � _ � a Q /, �� � � a � �a ao� BED OF GRAII�L lU TYP.�X7�RIOR IUALL ASSEMBLY T �N o o g � I ���-, FILtER FABRIG � Q PE�OR,4 ED DRA �o `/ �o Q [� o � ( PIPE IURAPPED IN�ILtER a � �°� i a ° : ���� �oo � N �� ���, _ .. d a /° �: SOILS REPOR'i/CIVIL � � FABRIG t 4 PYC DR41N I� e� � � , � � �� �� � a � �� O � ( � PIPE COt�WEC?ED t0 �,Q B.o.�oor r� ( _. � � AREA DRAINS r�: stRUCr. � �: 57RUC?. � O : � � _ � � �"�4 f S�"�4 f �4N f NC� � ��,�I� 1,U001� �3i�'�Cf«� � �°��'. l�� � fi� �. 1� „ _ ,_ „ �. ��� _ ,�-m�� �1.0 1 - 1 0 .(d ISSUED FOR: DATE: CNON-STRUGTU�',4L) NO'i'�: BLDCs.PAPER t h'I�tAL LAtN ARE OP7 IONAL. INS7Al.l AS NEEDED P�R SCHEMATIC DESIGN 04.19.10 MANUFACTURER'S i�GOMMENDAtI0N5. ( DRB SUBMITTAL 04.2.7.10 'STO' GOLOR FINISH ISMOOtN) .CONC.WA lU/ PERMIT SUBMITTAL 08.04.10 tYP LL 'STO POWERIUAL' BROIUd CAAt � StUGCO FINI�F! � � 1 ° CD SET 10.15.10 _ � _ _. . St0 POIU�R�UAL SCRAtG-{ 00% - i RE: i/A4fd � — COAt O�APPROYED EQUAL , I SLOP� SLOPE �LF RIRRINrs�" RIBBED s - ' � _� X �� � �XtERlp�i _�. � I CORR0510N-�SISTANT . ,�.: .. I ,.., EXI971NCs UlOOD FRAMED r�o.wd�� :.= _..�: .;; r:o.w,a�� , �..�.,., . MEtAL LAt�! -- IF NEEDED , WALL �: STRUC'fURAL ` :' - � �: StRlGTUR4L „ � � . � �, ASPNALt PARKINC� ; u, 11)LAYERS OF CxRADE D '�,.. t. . � . . . � . . �. . � � � . . � � � . . . � . �., �. . . . 111`l. . . � . . . . . :; .a ;, .;Z�� . -�U.1 . �. . . . . . . � � . . . . . . � . . � . . . . .... . . . ,� .4 . �-, . � . .. . . . . .. . . . .. .. LAP WEAtNER t�S19tIYE ;� a ; ? - g O BUILDINCs PAPER LAPPED �: SI� �I a (, � tx SLOPE Suf�ACE ;�,I �XISTII�s IWOD FRAMED � � � L PE BARRIER OYER MEtAL .11 � > i,��, �� ; ,; EXTERIOR IUALL , �, > �ia�:12"MIN. OvER h1E'TAI. IUE�P SC�ED � a .12 MIN. I FLASNINCx , ;� —► -- IF NEEDED . ` —'- IN?ERIOR � LAP ME7AL FLASHING OYER a e � � : :� � ° a a a I F CQ a a a a b a a � e p :, � a _ ; �.. t , ; , ; n ,.. � . . . . � Q � . ...-�. . . . . . . . . . . . . 4 �_ - . �.. s . , � 0 . . . a s � ADNESII/E lU 7E�ROOF !: � �Nt�RIOR .. � MEMBR.4NE -- EXTEND � � I MEtAL UJEAP SGRE�D,nP. � � , ���6 ,�,,� -9� . � � . . . . .. � . � . � .� . . � �� �. �� . . . ;: . . . ° . . � � � . . . . . � . . . i . . . � � � . . . . � . � . �, . °� � , �,- .,,;,�d�p� . . � . . , MEMBRANE 3-0 MIN.lJP WALL t I, � �F.,,,, ; _.. ��`� �" �� ��� � 12"MIN.OvER CONC.FOl1NDAtION I� A ATNE SIStl1l� BA�IER : ..��..��`��r�����u� �° � ' a � L P UJP R RE � �.� 4 �� � , � U , � I , OYER MEtAL FLASI-{INCz � a � ��,.-,- _ � 8 �C:'�ATI , a I � ����:. ° :. ,�x.��;�5 ._ tllRAL � ( � '�;�` , ,; A F ASHI O A H SI ; � ��^�,�., ., ,�:;, ; -- L P MEtAI. L NCx 1/�R D E VE � : , , �� ., � ���� ��� CONG.�OUNDAtION — _ — tUATERf'ROOF MEh1BRANE -- RLIN M�MBRANE 3'-@" z , ��,:,�,,,.,., �..� �G ° �: S7RUG7URAL ' MIN.UP WALL E 12° OvER CONC,fi-Ol1NDAtION � II ° .��um,��o .,_�_ .__,` c�' �� � � � � N ��s-r.�A-�.n.�,..�_c� �� �� AR�►� CONC.PAVERS 5� `���=�,. ' �� j ;��,'/�`// `�' ' / � /', ;�� ;/ � �j �% ; ,� GOURS� GONG.SAND (AS'IM � �� :� , � .;:: . :.:;.,. „ ,,.; .. . ..� . ,:. .. _:., a - - " SHEET SCALE.� AS NOTED P�RFORA7ED DRAIN PIPE t 4 ., t.s.., . .:.. _.. . . ... _ , _ .,� �;�o �,epo a�000 �o �o' ��=oa o �o �op C 33)ON 4 12 OF COMPAG7ED � �o �o�'��`o ��'o o �0 8�'o o �0 8��o�`�' o �`�a ������� s`� � 3���MINl15 G 57 PYC DRAIN PIP� CONtINUOUS � � o� � � �� �� ° 4 R�N�D ON� , � �o ��°°8 ��° a`���°a �°°a ��° a`'�=�°°8 �° a�'�°a a ��°�,-��°oo°oo o $o DRAWN BY.' 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SOIL$REPORI'/GIYIL �� �? �n, a � °�°�`/°qo ��, .. � �o `/ �o SHEET TITLE: DETAILS ' �� ..� o I oo � � � � I� oo � � . . . . . . .. . . . . . . . . . . . . . . � ��o . . � .. . . � . . . . . . .� Q � . . o c�G �cS� . . . . . . . . . . . . . . . . . . . � a a ��� / a � �, ���� � a.o.�ootn� �, � ��� P�RFORA'CED PIP� 5ET IN B�D e.o.�ootn� I _ ! ° t�: s 7. ; _ " -- IC �: srr•�uct. ; � �: STRUCL OF GRAVEL W/FILtER FABR �, R�: STRUCT. � � � __ 4" PYC DRAIN PIPE tIED INtO � -- -- : � _ A�Q DRAINS DRAIN TO � � I t /� * � � I II ' A4 . 0 � � DAYLIGNt 1 �� . �O I�l C. I ,�e� I I�l I I V� W��� ;� � �J�4�'�i�i��00� fNC� D���I� �1���1�"�i�S � �� � , �� _ �_ �� � 4.0 1�� _ ��_��� �� - � m .0 ,1 1 0 ; I � � � � d � :' : ; v , � , � i MAR 31 2011 �: i , , ; 1°O'�lV�l �F VAIL ; , , ; ; � � � ; , � k , _ , � � ��:� .. � �,,� , Paa r���,���� p�,.m...e.�/ �'* �.;• {�{F °.�d�° s.�1 � o, �o N�, ���, . , V:�� G m��` ..A. i . 'lr � , j . � DESIGN CRITERIA: Camelot Townhouses JOB : 1006-09 i , • � ,� # � 0 34� m . . . . . � � .. . . . . . . . . . � . . . � � � . � . . . . . . . .. . . �.. � . � . � . . . . .. . . _ . , .. . . . . . . .. . . . .. . . .. � . . � � � � � .. . . . � . � . /'d� . � C ... �� . . � . . . . . � . . . � . �. � � � . . . . . . . I . . . . . . � . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . e . . e�.. _, . . IBC IRC Edition ------------------------------------ 2009 � •. ���c4.> � �,; . . � � . . . . � .� . . . . � . � . �. . � �� ... � �. � . � . .. � . � . � �. � � �.. � . . . � . � � . � � . � �� I. . . . .. . . . . . �. � . . . . . � . . . . . . � � � . . . � � � � � � � � .. . � . � . � . . . . .. . �. � � � . . � . � � � . . � . . . � . . � . �`'�°••om..m °�G�'��i�`_��;:� � � . � . . . i �'SiatiA����.�, FOUNDATION DESIGN. I �:..��.�.�,�= � , . . , . , � rv a. Desi n of individual ond contmuous footin s is based on a maximum allowable beann ressure I ��i�1� `L � 2t��� 9 9 9 P , of 1500 sf. I P b. Retainin walls have been desi ned usin a lateral ressure of 65 cf lus a vehicle Joad ; 9 . 9 9 P P P I surcharge where applies. � c. Footin s shall be laced on the nat ral i ' ' g p u und sturbed soil, or compacted structural fill per the ' , . . . i recommendations of the geotechnical engineer, below frost depth. ; � w . . . . . . • , EXTEND SLAB UNDER UPPER � o0 d. This foundation has been designed according to the design recommendations set forth m ; � c� � _ . , LANDINGS, TYP. Q geotechnical report 110 184A by H P Geotech. The contractor shall follow the construction � � o re uirements from this same re ort. j N Q °° `° � ` i 9 p . . . . . . . I Cj � Q � � _ , , e. A representative of the geotechnical engineer shall verify soils conditions and types dunng , � � o a, a, . . . . . . . . ; Z .0 � c� excavation. Report any discrepancies from ongmal fmdings to structural engmeer for ; I I � _ . . . , � O.O 'M M re evaluation of foundation design. ; . N z r � _ (� � ' c� � rnrn f. Backfill around and above structural buttresses and retaining walls shall be compaction tested I 3 f- �- w�� per the recommendations of the geotechnical engineer. I SEE ARCH. FOR STAIR �' � W� . . . . . , , , _ � Verif t e of fill with soils en ineer and structural en meer r►or to backfillin . I � Z � '`� �- �" o ¢ 9� Y YP 9 9 P 9 � RISE AND RUN TYP. Q •� co � �r� t� i , I � o h � cocn �....... REINFORCED CONCRETE: ; a. ' -� a� � , 3 CONT. IN EA. ° � c i # . . . . . . . . . . . . . .. . �. . . . . . . . . . .. .. . . . .. . . . . . . . . . . . . � � . . . . . � � Q d . . � . . - . . . � . � . . . . . . . . . � . . � � � � . � . . . � . � � . � . � . . ... 'n .— . . � . ... �. . � . . . . . . .� � ft � . -. . � . � � N .. . . . . . .. . . . . . � � d . . � . . . . . . . . . . . .. . .. . V� . . . a. Concrete desi n is based on the Buildin Code Re uireme ts fo I NOSING o 0. e p� g g q n r Reinforced Concrete (ACI z � . ` �`����i����`i C 318) as adopted b Cha ter 19 of the 2009 IBC. �,������, p � ,- i. Y P �, ao a, i. . . _ . . � SAND-SET PAVERS � , ,� U N b. Structural concrete shall have a minimum 28 day compressive strength of 3000 psi. � ° 4 s C� 12 EA. WAY - r `n''`� 'n , . . . . . . I PER ARCH. �� # � co rn .- c. Concrete shall be proportioned usmg Type I-II sulfate-resistant cement. Admixtures containing � ,. �. v .- � . - i. d' op � � chlonde salts shall not be used. rn rn � �° . . � . � . � . � . � . � � . � . � . � .I ' � . . . . � . . � �I p � . . . . . . . . � . . . . . . . � � � � . � � . � . . � � . . . . . . '.� � . . . . . . � . . . . lJ ...Q �� . . . . . � . . . . . . . . . . �x � � . .. . . . . . . d � . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . � . � d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of {-' o v rn rn , . • I q . � m � Concrete Practice. ' � ti�;� � � � _�.�. e. Anchor bolts f beam n • • , � o a. . . 'L L • � o X or a d column beanng plates shall be placed with setting templates. � �. , o Q +, , p i. Q . . . . i ��i"i�`i�`i a rn t� �� �� . f. Expansion bolts shall be located at a mmimum of 6 bolt diameters from concrete ed e and ,�� � . � tn � >.... 9 i, °������ .���� . . . • � ii ,� ei , spaced at a minimum of 10_bolt diameters unless noted otherwise. , ��� �„��,�� . i .i?�i r�,�, g. C o n c r e t e c o v e r a g e f o r r e i n f o r c i n g s t e e L• �.%�i;``�` � - - - , SEE PLAN �l � 1. Concrete cast against and permanently exposed to earth: 3" T.O.W. I i 2 Concrete ex osed to earth or weather. ; , � P ,� I I I I P R ARCH. , A. 5 bar and smaller 1 1 2 ' FIN SH E # � , � . . . . . ' . � . � . �. � � .. � ... . . . . . . . . � � n . �. . � .� � . . � � -�I . . . . . . . . . . . . . . . . . . . . � . � . � � . . � . . � � . � � � � . . . � � . . . . . . , . . .a . . . . . . � . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . � � � � .� . . . � . � . � � B. #6 through #18 bar 2 . . � 3. Concrete not ex osed to weather or m contact with round: a I P 9 „ „ , „ �, A. - Slabs walls oists 11 bar and smaller 5 SCALE: 3 4 = 1 -0 ° ,� a � . � . J �# ) 3�4 i �'0. � a y ��.��.�������� B. Beams, columns 1 1�2 S1 �,r�i r, I �\�\�\/\ ( \,,\ QQ � ///// I • ��/��/ a � REINFORCING STEEL I �, . , i �,� a #5 s VERT. , „ a � 16 O.C. .. . . . . . . � � a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI � ; . . . . . � . � � . .. . . . . . � � . .. .. . . � . . . . . . . . . . . . � . . . � . . � � . . �. .. . . . . . . . . . . . .. . . . . . . � . � . � . . . . . . . . . . . . . � .. . . . . d ' ( . . . . . . . . T� ... . . , Manual of Concrete Practice. d , . . lJ 1 b. Except where otherwise noted on the drawings, reinforcmg ba�s shall conform to ASTM � I S ecification A615 and shall be rade 60 exce t ties field bent bars where ermitted b note P 9 P � P Y � on lan or bars to' be welded which shall be rade 40. , p , , 9 _ � • • • • • • I I c. At splices, lap bars 44 diameters. Do not weld or use mechanical`splicmg devices unless � » » . . . � � s ecificall a roved b en ineer. I 4 4 P Y PP Y 9 � � . � - - - a I � d. At corners, make honzontal bars continuous or provide corner bars. Around openin s and SEE PLAN � � ; . . . , „ . 9 � ste s in concrete rovide 2 - 5 bars extendin 2 -6 be on f P � P � ) # 9 Y d edge o opening or step. , T.O.W. I M� ' . . . . , » . . , � � _ � e. Extend remforcing steel a mmimum of 2 6 through cold �omts. Unless speci�cally located . , , . , _ , , I � aa � FINISH PER ARCH. . . . . . . . . . . . . . . . . . . � � . � . . � . . . .. .. . . . . � . � � � . . . � . . . . . . . . . . . � . � . . . . . . . . . . . . '� 4 . .. . . . . .. . . . . . . . . . . . �� � � . . . � , on lan or details, coordinate cold oint locations with en meer. o � P J 9 I� .a � . . . . . . . .. .� .� . . . � � . � � n . n� � a . � .�� ..� . '. . .. I . . . . . . . . . � . . . . . . . . . � . . � . � � . » � i i i i i � . . . . . . . . � � .. . ! r �/ �/�////i � f. E ox adhesive for reinforcin dowels shall be Hilti or Sim son or a roved e uivalent � �� 2 0����� �y � P Y 9 P PP q i i i i�i i r r,,r, . . . . . . . . . , i,%��i��� �i�.. ` W M adhesive s tems. Minimum embedments if not s ecificall mdicated on the drawm s shall ��.�`���`�` � �� YS � P Y 9 � I �i��i��i��i� o oi!i . , . . . ��r�i�r a � � W �,� � � be accordm to the manufacturer s s ecrfications ���� I r r 9 P � i oo ii,.. � , , � ����r a � #5 DWLS x � g. Metnc bar size conversion table. ��% i �, _� rT, � 12 O.C. M w METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 , , _ ° #5 s CONT. HORIZ � O INCH POUND 3 4 5 7 8 9 10 11 d i 2'-4 ° �� � _ # # # � # # # # # „ „ ; � 16 O.C. ^ ; , i 4 4 � ; _ � M� , I 2 5 s CONT. � a GENERAL REQUIREMENTS. � ) # . . . . . . . . . . . . . . . 4 . . . . . . . . � . .. � � , HORIZ. TOP & BOT. < SEE PL�AN�� � > ,, - ' � • • • • • • . . . 2 5 s CONT. . 5 s VERT. @ 16 O.C. � ) # a. Dimensions. Check all dimensions a ainst architectural drawin s nor to construct�on. Do # T.O. PAVERS Y µ . 9 9 P 9 �---� , - I N FTG � O � not scale drawin s. ( � � , ,�; o � 9 � _ .��o �y . . . • • • s.a . � � � f b. Construction ractices. General contractor is res onsible for means methods techni ues � r � � � SEE PLAN P P � , q • ( --- � 1�-�-�I . o������ . , . . . i,i,i,i i.,, :.�� se uences and rocedures for on � c , a 4 � q p c s ru tion of this pro�ect. Notify structural engineer of ,�,��.� T.O.F. a . . . . . . . . . . rr. _ ii _ � omissions or conflicts between the workin drawm s and existm conditions. Coordinate � �� , ,� a a � , , . 9 9 , 9 , ,r 5s NT. H R ° a � a , .. # CO 0 IZ C�? 16 O.C. o re uirements for mechanical electncal lumbin enetrations throu h structural elements with � q � �P 9 P . . . 9 _ . � 0 structural en ineer. Jobsite safet is the sole res onsibilit of the contractor. All methods a �' Q � l i 9 Y P Y o a � . . . . . 5 D WLS x a a �- �./ used for construction shall be in accordance with the latest editions of the IBC/IRC. # � ; , . , . . . „ _ . c. Details not s ecificall shown on the drawm s shall be constructed in a manner similar to the C� 48 O.C. ,.� P Y 9 � a � � details t at are s ow lik . . . . „ � � ' h h n for e conditions. These items shall be brought to the 'attention of 10 c� .. ; . . . . a �� ,� 2'-0" the structural engineer as soon as possible for approvaL Approval shall be obtained prior to 8 8 _ . . a - � � installation. Q ►� � . . . . . . , F-1 d. All water roofin and flashin is the res onsibilit of the architect and controctor. _ � , „ P 9. . . 9 P Y 2 5 s CONT. . . . � ) # 3 -4 e. It is the res onsibilit ofi the contractor to contact the structural en meer at the a ro riate ° � � � P _ Y . . . . 9 PP P HORIZ. TOP & BOT. time to perform site observation visits. Observation visits "to the 'obsite b the en ineer are SEE PLAN a , - , , 1 Y 9 CQ � for determination of general conformance with the construction documents and shall not be T.O.F. ° , , _ � a � construed as mspection. - a 2 SCALE: 3 4" = 1'-0" � ; f. Thou h ever effo t is made t v , 0 g y r o pro ide a complete and clear set of construction documents,; _I a . . . . . . . S� � discrepancies or omissions may occur. ' Release of these drawings anticipates cooperation and � a � . � � . � . . � . . . . � . � � . . . � . � • � . . . � � . . . .. . . . . . . . . .. . . . d Q d . .. . . . �� . . � � .� . � . . . � � . . . � � . � . . . . . . . . . . . . . .. . � . � ' .� . . . . . � .. continued communication between the contractor, architect and engmeer to provide the best a . . . . � possible structure. These drawmgs have been prepared for the use of a qualified contractor , , , ex erienced in the construction techni u d . P q es an systems depicted. ., .,_ „ . . _ . . . . . . g g g g. Existmg structures. Contractor shall be responsible for venf�nng dimensions, elevations, framin foundation and an hin I h • - - - 9, yt 9 e se t at may offect the work shown on the drawings. SEE PLAN � � . . .' . . . . . . � � ,..,�� Under innm shonn and bracm of existin structures shall be the res onsibilit of the a P 9, 9 9 , 9 P Y 2 -0 Y T.O.W. ( FINISH PER ARCH. ` contractor. � ; , � . . . . . . . . . . . � . . . . . . . . . . � .. . . . . . . . d .� �. . '' ' � � . . . . . � . � . . . . . . . . . . . . . . . . .. . . . . . . . . . � . . ' . . . . . . . . . . � � � � . . . � . � � . . . . � . . . . . . . . . . : q . . . . . . . . . . . . . . �. . ... ... � � .. � � � � . . . . � . . ... � � � . � � . . � � . . . � � . . � . . .. .. . � . .. . . . . . . . . . . . � � . . . � � . . . . . . . . . . : . � � . � � � . � . . . . � . I . . . � .. � � . . . . � . . .. � . . �� • � � . . � � � � � . . . . �. � . .. .. . . . . . .. . . . � . . � . � . � . . . . . . � . . . . �. � . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . � . ! . . . . . . . . . . . . � . . ... . � � � � � � . , ; , „ , „ 5 s VERT. 4 . _ _ # SCALE. 3/4 1 0 » 8 ��° � 16 O.C. , . �„ � f. o . ` S1 �a�b. �� .P � o �� � �. �� �� � �R (� � \ \ \ \ � � . ri r r, r � ( �, �(� ;tii�i�i�, 4 4 ���� �� ; , %r.r ��� � �o , �� , ��� d � �, � � � �� _ � ii �,+� ����� �� ; ,., L� , : � � „ desi ned b KRM s __J _._� e g y #5 CONT. HOR Z. AT . ��t�a ! a , �� 2 TOP AND BOT. �'o -� l M TN , .e .�� a drawn by ��i,�,�i��i�� � , CONC. S RB OCCURS �������� Y ; � o%%�% � '�'—�, TD H » o o., checke�' b BELOW LANDINGS AT - - 2 o i��� , ,� o Y a i��i ���s °`�� STAIRS, TYP. � � �r- �,r , , #5 DWLS x gd . _ .. ( � � FINISH PER ARCH. „ _I , #5 s VER . C�? 16 O.C. C9� 16 O.C. r� , SEE PLAN f �— � a �'—$ a #5 s CONT. HORIZ PRELIM 08/03 10 T.o.w. � � � is" o.c. -1 a _a SEE PLAN - 5's CONT. Q � I (2) # PERMIT 08/0�10 : T.O. PAVERS ,. I HORIZ. TOP & BOT. ; o • : b��. (2)—#5's coNr. REVISED 10 19 10 Q , X �� o -� � i � � �" ° _ Q ``i�`i�,�;`�" (N FTG. , �� , :�f:;���o' � ( a � , �., , S E PLAN ,.,��� ' o������������� Q �i W X , SEE P�AN , ; ���o�o�� T.O. PAVERS � I #5 D l.S EPO IED �,� „ �, T.O.F. � 4 ,�/\,\� e �, . � ^ ! � � : � : z , INTO 3/4 0x5 HOLES �i; .e .�.o ao #5 s CONT. HORIZ. „ o o � �,�� a �r��i��i�i�� � � 16 0.C. � � �,o � C� TOP, BOT., & I I ° a ° _ , ._. . _ � � �,,, - , �/� ���� MID. HT. � �- � � � � l"� � ! ��! , � a r.�i i � a .,. D i . . , � � _ � MAR 31 2091 O» (. � � a l� J �� � . . . � � . . � � . : � . . .. � �. � . . . . . . . . . . . . . . . . � � V . � � . .. . . . . . . � � . .. � � � . � � � n . . . � . . . � . . . . . . .. . . . . . . .� � � . . � n � » r_ n U � . � � : . � . : � � � . .. . � . I I 6 s 1 4 - (E) WINDOW WELL - � sheet � a � TC)��1 �� �A�L a 2� 6�� ( _ � � _ a � . i , , a „ , „ �, , �, ,� , �, ' 6 • _ _ 3 . _ _ � . _ _ SCALE. 3 4 1 0 SCALE. 3 4 1 0 SCALE. 3 4 - 1 0 S1 S1 1 . S .. .�.R�. � � . . . . . . � . . . . . . . . . . . .. . . .. . . . � . . .. ... . . . . � . . . . . . . �. . � .� .. � . . . . . . . . . . . . . . � � . . . . . . . . . � . . . � . . � . .. � . . . . . . .. � . . . � .. . � . . ; . . . . � . . . . . � � ... � � . . � . � . : JOB 1006=09 # . . e . .� . . . � � � . . � . � � . � � � � .. .� . ... . � . . � . .� � ... . � . . � . . . . . � . .. . . .. � . � .. � . � . . . � � : � . . . . . . . � � . � . . . . . � � . . � . ..� . .. . . . . . . � � � . � � � � ... � . . . � � � . . . . . . . . .. . . . . . �. � . � . . .� . � . . . . . . . . . . . .. . 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' , � :���S��NA��°�-�_ i ����� � , , i ; F, . �: , i iV�f-��I L J �OE� � � 1 � �'�.�'� � -' � I � � \ ,� � \ � � � ; J �. \ \ ; ,� � C w � �- i � � pi > N i �' ` •— Q ' . � i � � Q ! �/�'' , � Q ap c0 r i �.- �� \ � . � O �t ,� � U � Q p pp pp ; ' i�, � � � � 1-- � OO� � , � % � \ ? � � I I I , %'' LOT 8 � � ° oz� r� � �� \ \ - p . c� pr� r� i �- � � � 3NF- a' v' � � \ f- w�� ; ���� Q� opw � ! � % \ \ �' Z � r� � � '`� x I, �'�� Q •- co � � oa � � \ \ � ca cn ��� i ��� \ \ � � � %- � \ \ -i u� � �% \ � , ; � � LOT 7 � � � c � i�, i � (n � i �� \ \ \ ' Z I � % � , � '. , � -� � � \ O � r- � ; � � Noorn � .� -� \ \ � U _ � � ►� �n I �i � \ �r, corn .— ; --� \ \ \ � O � r � � e I � /� \ L � � � ,� � \ � � � \ � x � � i � � � � .,., o �� � � LOT 6 � � � � -� � o � o� o� �� � ,/ � oo _� s % \ \ � ` ' � � ox / / Y L, •J � /� � \ � i / -F� QQI� Q . . � � . .. . . . � : . . . . . . . . . . . . . . . . . I . . .. . . . . . . . . . � � . . . �/. . . \ �. . . , . . � . . . � � , . . � .. : . . . . .� � � . . .. . . . . .. . �� . . . . �. Y . . . ' O� tL� � . . : ; � �y \ 1004-4f � ��� cn a >._.... � � \ �� , i � � \ � T.O. PAVERS % I � � � � � % ; i� � \ ,,� �- � � T \ C�LD INT � � � � � LO 5 _ � � , � � \ B_TWEE END OF \ -- I � � � ! � � \ _ � ; � R_TAININ WALL � i � � � � , � _ � ; % � AVD BEGI NING OF --�, � � \ � I % , \ \ � i \ ' % CJRB � , � \ � , � � ] � � \ _ \ � ��. ( �- �1,_005 9 � � � ; �� \ � � � U -� ' � � i i � ,-- LOT 4 � Y T.O. PAVERS � i `�� � � 3 �.i � � � � � � i � i � � �/� i � ' S1 i , � � �004 —�of � y ; % � � � _ � , I, � \ T.O. PAVER �� T.O.W. - 1004 � \ � � � % � \ � �' , � � � \ !� � � /' ; � � � � � , � \ � % . . s � \ , �- \ � % LOT 3 � � � � i �� \ � o. s� T.O. = 1005�-5 i � \ \ �. � _ � � � \ � � � \ � � � � \ � %�I \ � -< � % � \ � � �y � \ � � �/� � \ � \ , � � \ � _ _ � � / T. .W. - 1006 9 � L � � , � � , � \ � � � � , � .� � � / w, _ _ � � � � � � \ T. F. - 1001 10 � � \ �- � � i � � ir �� / � „ � , LOT 2 3 � � _ � � � � � T.O. . - 1006 -1 � 0 � ` i � � � i / 2 � � � � � i \ � � � � �6 � � \ si - �� \ � �'<� / / s� T.O. = 1 01 -10 � i � � \ � ,� � � �i O � , �I � � z = � � \ 1009 -5t � / T.O.W. 06 9 �--i � \ � � i , � � � _ _ 1 -1 � , � \ T.O. PAVERS .� T.O. . - 1007 6 T.O.F. 1 \ � ��'� � „ � \ � � � � \ � � DWL. N CONC. WALL TO E _ _ , h � ) � � ) � � - -- � \ ., �-� \ � T.O. 1001 0 � � \ � � 1 LOT 1' W/ #5 DWLS. x 24 E OXIED � � � \ R � r.�, \ „ „ ,� \ � cp, T.O.W. = 1008 - , � INTO fdx4 HOLES C�? 2 � �''°� 3/4 � � � _ \ :� _ T.O.F. 1001 1 „ � � � , O O.C. AND (2) DWLS. IN FTG., � � , 9 � \ � ��'( / STEP _ � \ \ ��, �� T.O.W. - 1008 10 6 nP. � , � , Q ; � � � T.O.F. _ � T.O. - 1001 - � � \ � 10 \ � \ ] � \ ' � �� -' � � �� '�� ^ �� \ \ � � � , �� � � \ � � \ � F� � 1 \ � T.O.W. = 1 11 -8 .�0 - i � � � 3 �� v � �- i I � /� 11 O , .� � � � i i q. � , i � � � � � S1 � � �s �y � i � �. � � �� � '_ ,, -- \ � \ � si T.O.W. 1009 7 � I�--1 � -� � ( � � '�� / � ,�0 � \ I �- � _ - 6 � �� � \ \ \ � \ � / T.O.F. 1006 5 f..� � � � , \ � ,. F--� � i � � I �i i / ` , � � � ' � � � � ii � — ' ' � � \ 1009 -9t % � � / � T.O.W. - 10 -3 6 � ' Q , � � � , � \ \ � ��� '� / � „ � � \ T.O. PA RS � � \ s� T.O.F. = 100 -5 ,�O , ,� � � � � � � � � 6 � � � � �� � � � �� �� i � .� \ � � ; �� � � , N � � � T.O.W. = 1011 -0 5 � _ � � \ \ � � ,. , �$ � � � \ � ' I � �' 5 � � _ � 1 �2 ., �� � \ , � �- � T.O.F. - 1006 -5 , � �$ � �- � \ � � � � s � � � � � i � � � � � � \ � \ � �- � / , � � � \ � � � � _ _ ,, � H � � \ � � �. � T. W. 10 2 4 , 0 ` � � \ \ � � � _ � � \ i _ _ 6 � � \ � � T.O. . 100 5 � � � � � i � / � i � � i i� „ � i i � � \ � ,,o Q� < � h � � � � � 9 � \ \ � � �_ _ � ! \ � ��- 1011 4 � \ \ '� �- „ . � \ � � J- T.O. PAVERS � \ \ ` � � I$ � � � � � , 1� � \ \ � \ , J� - \ � \ \ � �2 \ \ � � _ \� � \ � \ L- � � \ � SAWCUT T.O. EXSTG. ,, � ( � : � � �' CONC. WALL AS � N OR TH � ,�11 � \ ' � \ REQ D AT LANDING „ , �� _ �— �� \' \ _ .,� �O U N D A TI O N P �A N SCALE. � 8 � o � , 5 , PLAN NOTES \ \ EXSTG. CONC. , WALL TO REMAIN , \ \ � NEW WALL - 1.` ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS. ; \ , ; \ , CONSTRUCTION = _ T.O.�N. TOP OF CONCRETE WALL T.O.F. TOP OF CONCRETE FOOTIVG , > \ \ BEGINS HERE � , � \ 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING \ _ , \ CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVA ION IS REQUIRED. , � ; \ � , \ � , . \ KRM , 3. STEPS IN TOP OF CONCRETE WALL INDICATED. <,> Cl2S1 Cted b � \ Z 9 Y \ \ M TN 4. NTIN N T F TW A dfaWCl b CO UOUS CO CRE E 00 GS RE CENTERED BENEATH CONCRETE FOUNDATION Y V -, WALLS UNLESS NOTED OTHERWISE. �x � � ��.���t�� �� checked b TDH - - , ;,� �'�.w� Y ;��� � „ „ � 1f�1� . � � �' ; 5. CONCRETE FOUNDATION WALLS ARE 8 THICK AND CONTINUOUS FOOTINGS ARE 8 � � � , �� issued �� ,.���� I THICK x 24 WIDE UN�ESS NOTED OTHERWISE. ��� � � ; k F��� f �a 2 PRELIM 08 03 10 6. DO NOT SCALE DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT / l : � ° _ , SHOWN. �/e / �„� ERMIT 08 04 10 � � f � a c���e REVISED 10/19/10 i i , ; � i , � , i , � I , , he t � s e ; � � i ; : i � dC� , � C� � I —� as , � 3 �A� a� Za�t � � � �r � � ���. �� � v JOB 1 C06-09 ' #