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HomeMy WebLinkAbout1.4-6853 Ph 2 & 4 Revisions Record DrawingA Lfl.. s �. . Nr �r ! �► ' DO Z111 'Lite] I TOP OF CITY OF BAKERSFIELD AT THE NORTHEAST' BRIMHALL ROAD PER TRACT 5869 UNIT 3, MAP BK. 45, PG. 108 ELEVATION DATUM) R.C.E.FRED VV. PORTER, • 33448.' 3..,t ESTIMATEDf)ANItL PADILLA, R.C.E. NO. 67008 DATE QUANTITIES, TO BE USED FOR BIDDING PURPOSES PHASE 2 122 L.F. PHASE 3 273 L.F. PHASE 5 794 L.F. t- = THIS SHEET P = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC -CONCRETE CONST CONSTRUC11ON EC END CURVE FTG FOOTING GB =GRADE BREAK LS= LANDSCAPE R jW =RIGHT OF WAY TOF TOP OF FO TING CTR CENTER TOW = TOP OF MALL RETG RETAINING MAX =MAXIMUM MIN =MINIMUM CLR CLEAR WIL ALL STA11ON HDPE = HIGH DENSITY POLYEHTYLENE SHEET o .. INDEX TITLE T <1> NOTESDETAILS 3 EL TORO VIEJOA VICINITY MAR Y RECORD DRAWING FOASE- V% FRED li' D PORTER, . arc.R 8 P D SERVICE ALERT OF SWTHERN CALIFORNIA DIAL TOLL FREE 1-°800-227-2600 AT LEAST TWO DAYS FIX Yat DIG Is C) L1 N i J_ waw Llir CITY LIMITS ",",' ��':y: I �I r� tom, 0 w 0 u < NORTH BAKERSF 1r I D RECREATION & PARK D15TR1rT c/) PER GRANT DEED ]IN BOOK E 5046, PAGE 288, OaR. TEI_STAR AVENUE - - - � 0� ) 1 4 5 1 5z 0 X12 13 2 3 6 zp 11 6�5) 011 14 24 25 �1� 27 28 29 30 COUNTY OF KFRN 33 �4 35 23 22 21 20 19 18 17 16 15 14 13 12 +t I � — — £„ o Q Z75 � w Z 3 4 7 g q Ib 11 tZ 13 \k \5 lb 1-1 18 /(q 57 56 55 54 53 -21 2-9 1-9 4.8 4-G 4-5 +4 +3- 4-2- a-9 a -a- 4-3- -�4 +8- 4 -7 - RIBSTON � � AVENUE BLOCK WALL — — 3(o 35 'fit- 33 32 3\ 30 � Z� Ze 2�1 2,e �5 2li 23 72 47 48149 50 51 52 2-3 -24 -2& 2-& 2-7 2-& >- 4+ 4 8--7- -�y -2- 4 37 3$ J 39 ho 4t 42 93 44't-- 45 9(0 9-1 Af $ 46 45 44 43 42 41 40 39 38 37 36 _W 2g Y � __9 .g- 7- -5- .3- -2- -1-BLOCK Q WALL WOLF RIVER AVENUE Q so �� �,� � ��. 8 9 � PHASE 2 25 26 27 28 29 30 31 32 33 34 35 -3-1 -,32- -3-3 -3,+� PHASE -5- � _ 7 10 < 29 Q � � 4 49 48 47 46 4544 43 42 41 40 39 38 37 36 w 6 28 � � � 1 � 23 — � i 5 � 2 o �. CL_ BOLERO AVENUE � ? � w ,) ,) R 24 25 26 27 28 29 30 31 32 33 34 35 23 22 21 20 19 18 17 16 15 14 13 12 T_ O co z CD W t... N co 0(0 U � 0 Z co wme� m c\l ui N O Lij Z n1 z U N O z O Cfl UJ O N V_ Lp abo ct) A010 AV% ui vj Lmlm LLJ cy Fmw 10 4%hl 4 13 z_r25 � CL1 3 4 � n" 9) 0- F� 2 15 z 24 v v 23 w _\4w E 1 16 � n BLOCK 1 �4 c� BELMAC AVENUE 22 WALL 0 a 7 10 7 10 __ 15 < :D0 LOT �,A„ 21 SOUND � 2 0 0 3 $a 8 9 16 17 18 SUMP 1 2 3 4 5 6 7 8 9 10 11 17 18 19 20 WING ALL Lda d Q << v)l cn CITY OF B AKFRSF1 r I D � _ 1= TI= BNSF RAILROAD w w I ANGLEY BQAD < °�° w j , i i � a aco o. wi_ O DATE 11/08/2013 L.t.1 d. CL U- LU W 0 W U W m W L iJ u w a o W m Lp abo ct) A010 AV% ui vj Lmlm LLJ cy Fmw 10 4%hl 4 13 z_r25 � CL1 3 4 � n" 9) 0- F� 2 15 z 24 v v 23 w _\4w E 1 16 � n BLOCK 1 �4 c� BELMAC AVENUE 22 WALL 0 a 7 10 7 10 __ 15 < :D0 LOT �,A„ 21 SOUND � 2 0 0 3 $a 8 9 16 17 18 SUMP 1 2 3 4 5 6 7 8 9 10 11 17 18 19 20 WING ALL Lda d Q << v)l cn CITY OF B AKFRSF1 r I D � _ 1= TI= BNSF RAILROAD w w I ANGLEY BQAD < °�° w j , i i � KEY MAP Polo SCALE: OF 3 SHEETS. 1.4-6853 Ps 4 a aco wi_ O DATE 11/08/2013 I PA JOB No. 2078E P'm. 451 _p � 1',k 7903—A1 :t ,M. 5161 BK. a t I I a a SHEET r 6 I I SK. 34, PG, 169 SK. ��, �-'r. l ' j 231 pr, 33 q � w CITY LIMITS > U a p +t I � £„ o ul Z75 � w KEY MAP Polo SCALE: OF 3 SHEETS. 1.4-6853 Ps 4 a aco O DATE 11/08/2013 I PA JOB No. 2078E P'm. 451 _p � 1',k 7903—A1 :t ,M. 5161 BK. a t I I a a SHEET r 6 I I SK. 34, PG, 169 SK. ��, �-'r. l ' j 231 pr, 33 � w CITY LIMITS > U a p � I � KEY MAP Polo SCALE: OF 3 SHEETS. 1.4-6853 Ps 4 GENERAL NOJE5 2 WALERPROOEIN.QI I I COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF �w-u v0 w0W 1. WATERPROOF SURFACE WITH 1/4" -THICK ASPHALTIC WATERPROOF COATING OR APPROVED r BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO, i� EQUAL AS PER CITY STANDARD L-8. WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE O AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC, PROJECT DETERMINED BY THE CITY ENGINEER.o Cy tU No. 022-06195 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A .PART 0 00 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY d . d 0) zx HEREOF. o Q(10 LS LS 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. � PL PL � ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, 0 z_TPEr, r,_ r, _,� r r, T -R,- ,�,,_ �., ,, r I O S1 O r ® DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE 0 '� o-coo-'�c�w w.z.-'inm<imzm MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. z STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND co .- 2" BLOCK CAP 2" BLOCK CAP 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'--0" MIN. THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. MEASURED FROM THE HIGHEST ADJACENT GROUND. I 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF zt�-C�j�mjp�Uu 25 OTHERWISE NOTED. CO w c� CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. a��o©Qwv�iwnt�� w BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET eN 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. #4 CONT. o RIGHT--OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN w °° r` TYP. �' APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET STR TU T Zz�twLpwZ0`5M GENERAL NOTES RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR o 00 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS U PRIOR TO ISSUANCE OF A PERMIT. U J u FOUNDA11ON NOTES 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. #4 @ 320. c. #4 @ 24"o.c. CONCRETE NOTES THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE 1 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. v, w d p- u. Eowe5w CITY PARKS DEPARTMENT 48 HOURS NOTICE 0 x 0 #4 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT « Q CN TR 5 TOTAL ))0 THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS 0 w- L]o��'GC` w��Gld w « CO ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & TYP. o 00 a o ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND m w m r-- 39-6" CONDITIONS SHOWN BY THESE DRAWINGS.a Oz Mm �- �- 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO o X #4 CONT. @ x , -co AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR axo 40)'0.c. OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND ¢u- vw©zO a- « DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT v `' W2 zowou.c�9 (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY WATERPROOF CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S HAS SURFACE TO FG OLL ;o - ©Luau w=wow EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. FG* w it •1� � ;� ! ! �! ` • , � r r A � ! r A � ! � ! A �! A A r A r A ! A � ; • r A . A ALTERNATE LEGS z Q� CC O x 0 d Q. Q O 3" « V) r 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR TYP. « m OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER 1'-04' 1'- 61) OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF 2)-6" ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOT SIDE FINISH GROUND SHALL MATCH JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING ,y FINISH CROON ET SIDE OF ALL EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION EXCEPT AS SHOWN IN WALL PROFILE. PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS " WAI I u I I"9 ! r 4zi7rTirw REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. ALL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. LS PL l O r SLOE 2" BLOCK CAP----.,, 3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE 2 o U COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. « m co 0 -,I �w-u v0 w0W ® r 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR i� U m WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE O of � _ DETERMINED BY THE CITY ENGINEER.o Cy tU 0 00 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY d . d 0) zx THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. o Q(10 WOLF- RIVER 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A n_ #4 SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. o 3 � te��E"rpz--'c�r�62 0 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS and ® WITH 3/8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE 0 '� o-coo-'�c�w w.z.-'inm<imzm MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. z @ FG co .- y- c 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6'--0" MIN. « MEASURED FROM THE HIGHEST ADJACENT GROUND. I FG*. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS zt�-C�j�mjp�Uu 25 OTHERWISE NOTED. CO w c� 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. a��o©Qwv�iwnt�� w eN 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. o 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. w °° r` .J �' d- STR TU T Zz�twLpwZ0`5M GENERAL NOTES (0 CL o 00 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS U OF THE CALIFORNIA BUILDING CODE, LATEST EDITION.00 U J u FOUNDA11ON NOTES .4 N ' 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES PAD @ 16" 0. C. 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. v, w d p- u. Eowe5w FrIlre'lFlOv• #4 @ 24 OMIT HEAD---, JOINTS @ FG 2' BENCH 4 U r- d d STREET SID #4 CONT. @ 40"0. C. w 0 FG* 2. CEMENT. PORTLAND CEMENT, TYPE II, ASTM C-150. PAD 3. AGGREGATE: ASTM C-33. #4 @ 32"0ec. 4. WATER: CLEAN AND DRINKABLE. #4 CONT. TYP. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. (4 TOTAL) 394 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. TYP. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. )_0)9 3. 3/4" AGGREGATE (MAX). 2 4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C-90. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. 00 Z OMIT HEAD JOINTS @ FG FG* STREET SID ARM LTIT1,11 I I a I Z ! ! ! x • #4 @ 24"o.c. d a d ° 0 144am I. 1- #4 CONT. TYP. d ' (4 TOTAL) 3)) TYP.X11 1'_3)9 1'-0)) � fL'11�.. 3)-p9) 24 7�-- I 23+71.02 'PHASE z0 2 � w 0 > PHASE 511+ « m co I �-- Q �w-u v0 w0W ® 0 ® Q `�"� , :D i� 0- nw O 0 0 Cy tU wm=��w��_-® �}_pEru-o0- M LOT SlDr 2)' BLOCK CA �V 4 p 1 wm�y (0 1 oxo 000 X io a. 0 Q z STREET S> Or 0 #4 @ 40"0. C. w 0 00 P� J CNTR -" w 1 �w-u v0 w0W ® 0 ® Q `�"� , :D i� 0- nw w�w`n111 mz w 0 0 Cy tU wm=��w��_-® �}_pEru-o0- M d . d ij LL WOLF- RIVER AVENUE OD+ #4 @ 1684o.ce z t0 3 � te��E"rpz--'c�r�62 0 60' HEAD ® 0 '� o-coo-'�c�w w.z.-'inm<imzm P� (TO DE CONSTRUCTED WITH PHASE j HORIZONTAL® 1 "--20' �- ,�, VERTICAL: 1 "=2' 0 00 00 0) P7 tip 0 Pw 9 X 00y CL .�i. t- .00 CL CL 0 �/� ® Vi cn TOW=387.33 S o 386 .................................. .... .�............. 6 CL w w tai CL ° d :.� - CNTR -" i 4 M ... '� > U �w-u v0 w0W ® X32! ® Q `�"� , :D i� 0- 1 w�w`n111 mz w 0 0 Cy tU wm=��w��_-® �}_pEru-o0- M d . d ij LL ate. szv zrrwQ0 wco=WOo>m�Q z 0 #4 @ 1684o.ce z t0 3 � te��E"rpz--'c�r�62 et OMIT HEAD ® 0 '� o-coo-'�c�w w.z.-'inm<imzm 4 yn JOINTS @ FG co .- y- c �wi--U,Qzmu.►�� wz®w u�ww ©r + FG* + 00 FG*. zt�-C�j�mjp�Uu 25 rn Or d- CO w c� a��o©Qwv�iwnt�� w eN 2' ALTERNATE Qw .J �' BENCH Zz�twLpwZ0`5M 00 Qd CL (0 CL C odov-,Zo >>-- U J u .4 N ' c zp � 0 #4 PAD @ 16" 0. C. d d v, w d p- u. Eowe5w c'j x 0 #4 v a ALA- CONT. TYP, .44. d : 4 4 17 p � « Q 5 TOTAL ))0 0 w- L]o��'GC` w��Gld « CO TYP. 39-6" Q Oz ow z Lo (zcQ©ry oo<z Uz,` oaw zwowcdO zzw v ¢u- vw©zO a- �y.�. c D > W2 zowou.c�9 c.�zt�cnwz �� HAS 2 OLL ;o - ©Luau w=wow w OM �wLuz��2Q2¢dwwCD 0 ai a- < :E �m ry O0 1sJ (TO DE CONSTRUCTED WITH PHASE j HORIZONTAL® 1 "--20' �- ,�, VERTICAL: 1 "=2' 0 00 00 0) P7 tip 0 Pw 9 X 00y CL .�i. t- .00 CL CL 0 �/� ® Vi cn TOW=387.33 S o 386 .................................. .... .�............. 6 CL w w tai CL ° d :.� - CNTR -" i 4 M ... '� > U W o� ww Ca X32! ® Q `�"� , :D 0- 1 #4 0 Cy 0® d . d LL V) J m #4 @ 1684o.ce In 3 � w ry CD d- OMIT HEAD 0 w o X JOINTS @ FG y- c � ° FG* FG*. 00 eN 2' ALTERNATE �' BENCH LEGS < .4 N ' v � 0 #4 PAD @ 16" 0. C. d d d c'j x 0 #4 v a ALA- CONT. TYP, .44. d : 4 4 17 « Q 5 TOTAL ))0 « CO TYP. 39-6" rye-3ee-- �/ (TO DE CONSTRUCTED WITH PHASE j HORIZONTAL® 1 "--20' �- ,�, VERTICAL: 1 "=2' 0 00 00 0) P7 tip 0 Pw 9 X 00y CL .�i. t- .00 CL CL 0 �/� ® Vi cn TOW=387.33 S o 386 .................................. .... .�............. 6 CL w w tai CL 384 ........:.......:................... .................: 44a o ,,�x W - ^ TOW= r-_ 382 :...:... ssz:oo .FINISH. GROUND '^ . . .� . . . . . . . .LOT SIDE V j C -q vi . ..------ -........ [70F=380..00 .............:...:380 z W Fmm . .... .. . .. . . . . . T017=379 -3S. . . . FINISH GROUND' STREET. SIDE Q 378 ........ ... E ...:...:...:.6:...:...:...:...:...:...:...:378 LL 06J 18+00 18+50 19+00 < M uj LOT 30 SIDE YARD WALL PROFILE L.� t_ R/W STRrr f SIOr LOT SIDE 2" BLOCK CAP #4 CONT. U -v zL 00 ,,� CNTR w « uiW °0 #4 @ 48" 0. c. o °° ct� co N `t o x « z #4 CONT. U00 �M FG X `o FG ° d :.� - ®ate LLi i 4 M ... '� > U W o� ww Ca X32! ® Q `�"� , :D d 1 #4 0 Cy (2 TOTAL) d . d LL L1. w 0 > In 3 � w 4 0 w 0ff) - �V w 't�'t y- c 384 ........:.......:................... .................: 44a o ,,�x W - ^ TOW= r-_ 382 :...:... ssz:oo .FINISH. GROUND '^ . . .� . . . . . . . .LOT SIDE V j C -q vi . ..------ -........ [70F=380..00 .............:...:380 z W Fmm . .... .. . .. . . . . . T017=379 -3S. . . . FINISH GROUND' STREET. SIDE Q 378 ........ ... E ...:...:...:.6:...:...:...:...:...:...:...:378 LL 06J 18+00 18+50 19+00 < M uj LOT 30 SIDE YARD WALL PROFILE L.� t_ R/W STRrr f SIOr LOT SIDE 2" BLOCK CAP #4 CONT. U -v zL 00 ,,� CNTR w « uiW °0 #4 @ 48" 0. c. o °° ct� co N `t o x « z #4 CONT. U00 �M FG X `o FG ° d :.� - ®ate umj 0 i 4 M ... '� > U W o� ww Ca X32! ® Q `�"� , :D 384 ........:.......:................... .................: 44a o ,,�x W - ^ TOW= r-_ 382 :...:... ssz:oo .FINISH. GROUND '^ . . .� . . . . . . . .LOT SIDE V j C -q vi . ..------ -........ [70F=380..00 .............:...:380 z W Fmm . .... .. . .. . . . . . T017=379 -3S. . . . FINISH GROUND' STREET. SIDE Q 378 ........ ... E ...:...:...:.6:...:...:...:...:...:...:...:378 LL 06J 18+00 18+50 19+00 < M uj LOT 30 SIDE YARD WALL PROFILE L.� t_ R/W STRrr f SIOr LOT SIDE 2" BLOCK CAP #4 CONT. U -v zL 00 ,,� CNTR w « uiW °0 #4 @ 48" 0. c. o °° ct� co N `t o x « z #4 CONT. U00 �M FG X `o FG )) #4 @ 48 0. C. ° d :.� - C) « n umj 0 ,�r 2 �. CONT. TYP. A ® Q `�"� , :D 1 #4 W+ o° (2 TOTAL) d . d 4 o0" 4^ 0ff) - �V -,OD y- c tw !'1 �� )) #4 @ 48 0. C. ° d :.� - C) « n ,�r 2 �. CONT. TYP. d ® Q `�"� , :D #4 W+ o° (2 TOTAL) d . d s �» )9 3 � o �. Ar TYP . ®< 6)9 1)-3)e i0i w ® �t . S. 1.4-6853 Ph 2 & 4 00 c� N OF 3 SHEETS r� � r � f • r � . S. 1.4-6853 Ph 2 & 4 00 c� N OF 3 SHEETS LOT SIDE *1 ONE & ONE HALF 8"x8"xl 6" CONC. BLOCH MEN �MM4 Wu r=m IDIOM A\L77N" STREET SIDE 00 \-CONC FTC PER WALL DETAIL MASONRY TIES 0 16" 0. C. EACH DIRECTION STREET SIDE ARCHITECTURAL BLOCK CAP---, OMIT HEAD JOINTS @ FG ww� m 0- 1290INICT1,114=11 VERTICAL REBAR PER WALL DETAIL CONC. MASONRY BLOCK PER WALL DETAIL LL F__ car ry > WATERPROOF U uj SURFACE 1;8 TO FG _j WALL PLANS FOR < z< C SEC FoIL S#4ef-1 4A w- r--rt>eo %AF r4C)A f - > z 0 < ry + w F- UJ ui 0- Z w V_ m ry DRAINAGE MEASURES r t 4 PER WALL DETAIL FOOTING REBAR PER WALL DETAIL 4 VARIES PER WALL DETAIL 0. P < _j t] 0- ILA TE DETAIL fro < 00 0 c6 co w co w v- 0 Ld •tLi + to < < 00 - CL 29 30 :to N�ol "m_ 111--o- U_ w !S 0 Z w Q W ) 0 a, w;lz: f OD *0 �_ -i _j _j SEE ON-SITE WALL PLANS FOR 0. In C SEC FoIL S#4ef-1 4A w- r--rt>eo %AF r4C)A f - > "o; 2a 0 t + w OD Z w V_ m rl WALL ALONG SOUTH BOUNDARY 0 0 c < PWAS e 4 0 Lo c v. _30 WA LL 0 etoj St Z W to Z5 rl-1 w + C)chi0-t C14K) 0 ::c C-4 co 0 z 00 m (N 0) 0- 0 Z Lj T_ 0 + (wo 1 14, �z W co m 0 w I- 0 w I- 0 w F_ co cc cy- 0 w 0 w Q0 cr_ 0 w 0 co W_ 0 w cr_ > U, w + V) C-4 U) 00 V) V) C) w it: 00 0 w a- 0 -1-0- < Q_ 0_j • __j 0 Q 0 0 0 Uj 2.1 C) 21 AX. _ n M* 22 SLOPE 23 24 25 26 28 e lQ�& !.to on `jos 0 0 C5 m -7:_ + o 0 11 12 13 14 -1-5 16 17 SMOOTH FACE (TYP) . ............... .... . . LINE OF SIGHT 00 0 c6 co w co w v- 0 Ld •tLi + to < < 00 - CL 29 30 :to N�ol "m_ WALL ELEVATION DETAIL 111--o- U_ w !S 0 Z w Q W ) 0 a, z 3; U) U_ 0 �_ -i _j _j SPLIT FACE (TYP) 0. In 0 "o; 2a 0 t + w OD 0 a SPLIT FACE (TYP) 0 Z 0 0 c < + Z LO r*.- Z W to Z5 rl-1 w + C)chi0-t C14K) 0 ::c C-4 co z OD z 00 m (N 0) 0- 0 Z Lj T_ 0 + (wo 1 14, D T_ 0 > U, w SMOOTH FACE (TYP) < • __j 0- Uj C) SMOOTH FACE (TYP) WALL ELEVATION DETAIL N0115: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. I'Lo'llififTerw."a'A" Alft "I AEVISIONS APPROVED <) FRED W. A R, R.C.E. NO. 33448 Li DANIEL PADILLA, R.C. E. NO. 67008 DATE 111--o- U_ w !S 0 Z w Q W ) 0 a, z 3; U) U_ 0 �_ -i _j _j 111 0- raj ® co 0. In 0 "o; 2a 0 0) .00 .* + w OD 0 a C! Z 0 Z 0 0 c < + Z LO r*.- Z W to Z5 rl-1 w + C)chi0-t C14K) 0 ::c C-4 co z OD z 00 m (N 0) 0- 0 Z Lj T_ 0 + (wo 1 14, T_ N0115: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. I'Lo'llififTerw."a'A" Alft "I AEVISIONS APPROVED <) FRED W. A R, R.C.E. NO. 33448 Li DANIEL PADILLA, R.C. E. NO. 67008 DATE "W Z� r 450 --t8 1.9 2.0 HORIZONTAL: 1" =50' VERTICAL: 1 "=2' 450 .0 i7 Lo Lo n 21 212 • 21+52.71 I -0 Ulj LL5 U_ U_ a: 0 0cn Uj 0 Uj I- m f --N --j Uj a - jt z z 0 > 12 ulo-00<5'w 'Q w0w z w U -i w w cr- 1 3:-165 x 2 z m < z I— C-) 0 U_ F- S z z ,0 wa-009 �wwo <ow=�-�9!Tg cl z a- L- < - F- F- F- r-% Z._cr_3:qwzo w <ce-o C6 ul < m c ii5 LU 'e 0 z z w Lu LU z 0 0 Z5 oz CL 2 mo 3: w co 0 0 CL LWLJ W> oo� F) =0 Wx U a LU Cl) Z j F- z U) 0 0 z LWL a Z t F- w0 0 CO <Z ;E C�2 L< --i M Ujj) Ul o zo Z _r W < 0 �- 23 C)0 w < uj F- (6 a. 0 ww z a zowwwtwoz< Ul 0 < w oz 'ml� i=_ w > 0 0) 0 z m 0 0 z z lUD_ 6xowtzw<o -(Z-m �Lzzzo UjF- Lu Lo W Lut ow- I Uw) >< '< wOU 65 a 0 L) Z 0 U) www Z­lowotm'N�'- <<c6=_jUj (1) af cr L>u - < (-) < < 0 a 0 0) ui z z a m w m , w w 3: Z F- > 0 < 0 - --I ocl- (U; pWLU 0 Cr- X LU 0 M F- W Uj<a2Zw>wmP5 >)' LU < cj) 0 co (1) 0 Z Z CC LU M LIJ 0 0 m Uj Z 0 < M _j -, Ul CL F - Lm Uj 0 LU Z cn co T: m E T 0 i w z 5 �_ �_ 0 a_ �_ 0 0 w < m LINE OF SIGHT 450, _T 23 25 26 \\`-LINE OF SIGHT 00 _j 006 11 cri CL 0) 0 q co q- oo oo - aD _j oo _j in rr; c,4 6 o) cL 0) 7 < rn V7 f n 00 < 04 0 _j 00 r- tn O)rn < n 0) rn < n 04 C4 0 0 0 0 Kjo) 0) * < LL. '.4 U rn 0 clq r,*n 0) U- 0) 04 0 wo) 0 04 "-, 00 -0 ojo co clq + + 04 + + + 0)+ + + 00 Z +cP 0) 0 < +0 Z5 v- < 04 < N C4 c*4 < Z < v- < NDN C -A CSI - 04 w 04 :r 04 W w O)V- 3: ocq 04 :r- w civ 3: NCSI 3::z z z z ;gM;gZ;gZ z p- 0- CL0- 0- p- a. 13L W_ w w w Ki w w w ........... .. ........ ......... ............ ................................... ........ ....... ........ ... 390 TOW=389.33 ....................... TOW=385.157 . . . . . . . I . . . . . . . . . . . TOW= . . . . . . . . . . . . . . TOW= -TOW= TOW= -388.00 88.00 388.0 .......... ............... ........ .... TOW= -TOW= • 387.33 387.33 Ld ry W= ........................... ........... .. V) ............... 386,67 -. . . . ........ 0 .0 386 ................ ry z I . L-) < 0 ::) V) Z < .0 4 ................ r-) ...... ......................... t ... .............. Lj- I ."d- D < 0 -1 _r 0 0 V) ry 84 3 .......... ....... ............ . =0 V) zn '382 .................... .. ................ ... ..... ..... F= 382.00. ..... ... . ...... .. ....................... . . . . . . 1-11 'TO.F=381 3.3. TOF= 381.33 z TOF=380.67 TOF= TOF= . . . . . . . . . . . . . . . . . . . 380.6 . . . . . . 3.80.67 . . . . . . . . . . . . . . . . . . . . . . .. '380. OF=380.00 - TOF- = 3&0.00 . . . TOF= . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . 30± *.:F:F: 379.33 30 . . . ± L.F. 30± -L.F. ­----------- �B -° A.30± L.F. ... ............. .............. ....... .. ........... ............ 78 19+00 20+00 21+00 22+00 23+00 0- i>> LLI U_ w !S 0 Z w Q W ) 0 a, z 3; U) U_ 0 iu w > w .n lu "o; 2a NI W: uk 0 > U, w "W Z� r 450 --t8 1.9 2.0 HORIZONTAL: 1" =50' VERTICAL: 1 "=2' 450 .0 i7 Lo Lo n 21 212 • 21+52.71 I -0 Ulj LL5 U_ U_ a: 0 0cn Uj 0 Uj I- m f --N --j Uj a - jt z z 0 > 12 ulo-00<5'w 'Q w0w z w U -i w w cr- 1 3:-165 x 2 z m < z I— C-) 0 U_ F- S z z ,0 wa-009 �wwo <ow=�-�9!Tg cl z a- L- < - F- F- F- r-% Z._cr_3:qwzo w <ce-o C6 ul < m c ii5 LU 'e 0 z z w Lu LU z 0 0 Z5 oz CL 2 mo 3: w co 0 0 CL LWLJ W> oo� F) =0 Wx U a LU Cl) Z j F- z U) 0 0 z LWL a Z t F- w0 0 CO <Z ;E C�2 L< --i M Ujj) Ul o zo Z _r W < 0 �- 23 C)0 w < uj F- (6 a. 0 ww z a zowwwtwoz< Ul 0 < w oz 'ml� i=_ w > 0 0) 0 z m 0 0 z z lUD_ 6xowtzw<o -(Z-m �Lzzzo UjF- Lu Lo W Lut ow- I Uw) >< '< wOU 65 a 0 L) Z 0 U) www Z­lowotm'N�'- <<c6=_jUj (1) af cr L>u - < (-) < < 0 a 0 0) ui z z a m w m , w w 3: Z F- > 0 < 0 - --I ocl- (U; pWLU 0 Cr- X LU 0 M F- W Uj<a2Zw>wmP5 >)' LU < cj) 0 co (1) 0 Z Z CC LU M LIJ 0 0 m Uj Z 0 < M _j -, Ul CL F - Lm Uj 0 LU Z cn co T: m E T 0 i w z 5 �_ �_ 0 a_ �_ 0 0 w < m LINE OF SIGHT 450, _T 23 25 26 \\`-LINE OF SIGHT 00 _j 006 11 cri CL 0) 0 q co q- oo oo - aD _j oo _j in rr; c,4 6 o) cL 0) 7 < rn V7 f n 00 < 04 0 _j 00 r- tn O)rn < n 0) rn < n 04 C4 0 0 0 0 Kjo) 0) * < LL. '.4 U rn 0 clq r,*n 0) U- 0) 04 0 wo) 0 04 "-, 00 -0 ojo co clq + + 04 + + + 0)+ + + 00 Z +cP 0) 0 < +0 Z5 v- < 04 < N C4 c*4 < Z < v- < NDN C -A CSI - 04 w 04 :r 04 W w O)V- 3: ocq 04 :r- w civ 3: NCSI 3::z z z z ;gM;gZ;gZ z p- 0- CL0- 0- p- a. 13L W_ w w w Ki w w w ........... .. ........ ......... ............ ................................... ........ ....... ........ ... 390 TOW=389.33 ....................... TOW=385.157 . . . . . . . I . . . . . . . . . . . TOW= . . . . . . . . . . . . . . TOW= -TOW= TOW= -388.00 88.00 388.0 .......... ............... ........ .... TOW= -TOW= • 387.33 387.33 Ld ry W= ........................... ........... .. V) ............... 386,67 -. . . . ........ 0 .0 386 ................ ry z I . L-) < 0 ::) V) Z < .0 4 ................ r-) ...... ......................... t ... .............. Lj- I ."d- D < 0 -1 _r 0 0 V) ry 84 3 .......... ....... ............ . =0 V) zn '382 .................... .. ................ ... ..... ..... F= 382.00. ..... ... . ...... .. ....................... . . . . . . 1-11 'TO.F=381 3.3. TOF= 381.33 z TOF=380.67 TOF= TOF= . . . . . . . . . . . . . . . . . . . 380.6 . . . . . . 3.80.67 . . . . . . . . . . . . . . . . . . . . . . .. '380. OF=380.00 - TOF- = 3&0.00 . . . TOF= . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . 30± *.:F:F: 379.33 30 . . . ± L.F. 30± -L.F. ­----------- �B -° A.30± L.F. ... ............. .............. ....... .. ........... ............ 78 19+00 20+00 21+00 22+00 23+00 DA11/08/2013 TE U) PA JOB No. as LL' SHEET > 0 ry I 6853 Ph 2•4 ca co OF 3 SHEETS C-0-6, lZECafZ0s 0'0. Zi 0- i>> LLI U_ w !S 0 Z w Q W ) 0 a, z 3; U) U_ 0 iu w > w DA11/08/2013 TE U) PA JOB No. as LL' SHEET > 0 ry I 6853 Ph 2•4 ca co OF 3 SHEETS C-0-6, lZECafZ0s 0'0. Zi .n lu "o; 2a W: uk 0 > U, w DA11/08/2013 TE U) PA JOB No. as LL' SHEET > 0 ry I 6853 Ph 2•4 ca co OF 3 SHEETS C-0-6, lZECafZ0s 0'0. Zi U Q IE S. ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. CONT. REBAR PER WALL DETAILS VERTICAL REBAR PER WALL DETAILS LOT SIDE 'I ONE & ONE HALF 8"x8"xl6" O. BLOCK CONC. MASONRY BLOCK PER WALL DETAILS STREr SIDE 005i z: —'\,—CONC FTG —17 PER WALL DETAIL MASONRY TIES 0 16" O.C. EACH DIRECTION STREET SIDE ARCHITECTURAL BLOCK CAP cn ulimmoli"I'mmigm OMIT HEAD JOINTS 0 FG LOT SIDE CONT. REBAR PER WALL DETAIL VERTICAL REBAR PER WALL DETAIL CONC. MASONRY BLOCK < PER WALL DETAIL CL < WATERPROOF 0 r__ SURFACE -16 TO FG 0 V) < �0 < _j 24 to 25 ry IL DRAINAGE MEASURES---, r PER WALL DETAIL FOOTING REBAR PER WALL DETAIL VARIES PER WALL DETAIL PILASTER DETAIL IN.T.S. Z < < f'- < + < cn t << V) F_ U) < r- �0 < _j 24 to 25 26 F CL + ��- 29 30 Lu uj w > 2 0 CL < 00 0 UJI— Z.- Uj zLu _j z LLJ Lq z ui +'' kf) 1 + < + 7 0=4 za, I- z 0 -i _j 4 < r6 0- 0 __j ze, t L) 21 V) _j U-1�j w CL < r- 0 w z V) A0 WALL ELEVATION DETAIL-­­.- N.T.S. + -i ++ < f'- < + < cn t << V) F_ U) < r- 22 23 _j 24 to 25 26 F (YPSPLITAT) CE + ��- 29 30 0 CL uj w > 2 0 UJI— Z.- Uj zLu _j z LLA Ld z SPLIT FACE (TYP) 00 7 0=4 za, to 0 -i _j 4 < r6 0- 0 __j ze, t V) _j U-1�j w CL n C3Z r- 0 w z z < uj r N SMOOTH FACE (TYP) Do 00 (TOW =394.00) 111 390 .......... , '� ��_: �. 5": .......... F . . .. . . . . TOW=3861.66 I 386 :.......:.I..: ....... ........ ......... ......................... Co. ...... 382... .♦ ...... ♦ ...... ...♦ ....... ......... ... ........ ...... .......... ...... +. �...+�. t..� SMOOTH FACE (TYP) ............. I N 11 1 1 ............. I °TW Y38 .V0 TV1380-VY WALL ELEVATION DETAIL-­­.- N.T.S. + -i ++ < f'- < + < cn t << V) F_ U) < r- 22 23 _j 24 to 25 26 27 28 + ��- 29 30 0 CL uj w > 2 0 UJI— Z.- Uj zLu _j z LLA Ld z Lli 00 7 0=4 za, to 0 -i _j 4 < r6 0- 0 __j ze, BACKFILL AND COMPACT BEHIND PROPOSED RESERVATION FOR SLOPE EASEMENT, LANDSCAPE EASEMENT, WALL TO ELEVATION SHOWN, MUNICIPAL AND PUBLIC HT11 iTIPZ PURPOSES TO THE CITY OF PAR/PP(ZPlPl n TO BE DEDICATED ON FINAL AS LOT "C". 1 12 13 14 15 16 17 '8 �SEE DETAIL I a r%Tli 2 REVISIONS APPROVED BY: F � �ED W -PORTER, RTE'. NO. 3 448 DATE UANIEL PADILLA. R.C.E. NO. 67008' HORIZONTAL: I Il =50' VERTICAL.. 1 "=4* ;rcj z 0 I;,=- z 600!9 MOP Zwwt 919,209 MEZZ2 0TlLuf0j)w§! mtu� g 0 col p z1-0 woo§ Lu I- =) Z Z 0 uj�_u D w(0130 Xi=WCL w��U au3:d 8 — T wx Iz- < C:) u) Iz-- 2' wuj 0 < 'u - 8061i cc z < w a 0 0- 0 0 co p 92=2vwxR w y df wt 0 co 0 0 LL. Q z — LLf ul co w 2< )x 0 Lw7u 0z3 > L uj8 0 co> 3 Own >. .O2 Lu > R rl: 0 X 4;k LL Z .-Zo UJI uj III z aw to w D'� t - A I_ Q'� 2) 1 - K2) C14 a: 72 0 CL uj w > 2 F— UJ UJI— Z.- Uj w Ix LLd. EL I 019 > Lw 00 7 0=4 za, to r,- CL _j (6 WE: -i _j 4 < r6 0- L6 a - V) _j U-1�j w Q0 z L6 n C3Z r- 0 w z z < uj r N Do 00 (TOW =394.00) 390 .......... .......... F . . .. . . . . TOW=3861.66 I 386 :.......:.I..: ....... ........ ......... ......................... Co. ...... 382... .♦ ...... ♦ ...... ...♦ ....... ......... ... ........ ...... .......... ...... +. �...+�. t..� ♦ ............. I N 11 1 1 ............. I °TW Y38 .V0 TV1380-VY (TOF=379.33) TOF-379.33- 378 .......... ...... ....... ............ ............ I ....... 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 EL TORU` VIEJu'o*% ROAD% WALL PROFILE a r%Tli 2 REVISIONS APPROVED BY: F � �ED W -PORTER, RTE'. NO. 3 448 DATE UANIEL PADILLA. R.C.E. NO. 67008' HORIZONTAL: I Il =50' VERTICAL.. 1 "=4* ;rcj z 0 I;,=- z 600!9 MOP Zwwt 919,209 MEZZ2 0TlLuf0j)w§! mtu� g 0 col p z1-0 woo§ Lu I- =) Z Z 0 uj�_u D w(0130 Xi=WCL w��U au3:d 8 — T wx Iz- < C:) u) Iz-- 2' wuj 0 < 'u - 8061i cc z < w a 0 0- 0 0 co p 92=2vwxR w y df wt 0 co 0 0 LL. Q z — LLf ul co w 2< )x 0 Lw7u 0z3 > L uj8 0 co> 3 Own >. .O2 Lu > R rl: 0 X 4;k LL Z .-Zo UJI uj III z aw to w 0 0 m <'r' 0 cy- uj c.. .............................. ............... �390 ty- 0 p U- 0 ............ ........... ............. ...... 0 ....................... ........ 00 z 0 ...... ........... W LZ .Lu 5; 'w ul 0. u_ V) ..J ............................................................. 382 co ♦- 0 DATE 11/08/2013 PA JOB No. 2078B Li uj .................. ......... ...... SHEET ...... ......... .................... .... 378 20+00 21+00 22+00 23+00 00 1.4-6853 Ph 2 & 4 C.O.B. RECORDS NO. OF .3 SHEETS ul C14 a: 0 CL uj w > 2 LU Z.- Uj w Ix LLd. EL I 019 > Lw 0 0 m <'r' 0 cy- uj c.. .............................. ............... �390 ty- 0 p U- 0 ............ ........... ............. ...... 0 ....................... ........ 00 z 0 ...... ........... W LZ .Lu 5; 'w ul 0. u_ V) ..J ............................................................. 382 co ♦- 0 DATE 11/08/2013 PA JOB No. 2078B Li uj .................. ......... ...... SHEET ...... ......... .................... .... 378 20+00 21+00 22+00 23+00 00 1.4-6853 Ph 2 & 4 C.O.B. RECORDS NO. OF .3 SHEETS