Loading...
HomeMy WebLinkAbout1.4-6853 Ph 2,3 & 5REVIEWED BY: zl� It/zl/11 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD 0 APPROVED BY, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 BENCHMARK USED: TOP OF CITY OF BAKERSFIELD CONCRETE MONUMENT AT THE NORTHEAST BOUNDARY ALONG BRIMHALL ROAD PER TRACT 5869 UNIT 3, MAP BK. 45, PG. 108 ELEVATION = 373.47 (U.S.G.S. DATUM) VICINITY MAP no NO SCALE -N- L11�), DATE DATE PHASES2 3 &5 BAKERSFI ELD, CALIFORNIA MATERIALS LIB ESTIMATED QUANTITIES, TO BE USED FOR BIDDING F PHASE 2 PHASE 3 PHASE 5 LEGEND 3T ' NOT 'URPOSES 122 L. F. 273 La F. 794 L.F. N = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONIC = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE R/W = RIGHT OF WAY TOF = TOP OF FOOTING CTR = CENTER - TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MONIMUM CLR = CLEAR WL — WALL STATION HDPE = HIGH DENSITY POLYEHTYLENE SHEET No. INDEX Cf> TITLE SHEET M NOTES &DETAILS Cl> EL TORO VIEJO ROAD 00 LLB LL1 LL1 NORTH BAKERSFIELD r-e r ... r1 r a -r � .•, � i d r-a 1 rw � � r.. 1 r• -,.-r �. f . -..-r+ F'm. � 12 Bra. 201 P (G. 67 H W W Ln �--j ry Qi CITY LIMITS WMElUaW SERVICE ALERT OF SBlTHERN CALIFORNIA �41 -D S E R v1 G� 1 DIAL TOLL FREE 1- 801 - 227-2600 AT LEAST TVQ DAYS 1EFX YOU DIG P,k 1754 BK, 91 PG. 12 Nto ww rn Irn 47 48 49 i GREENACRES 51 52 22 23 24 MAX � o GREENACRES DR. w °ao 3:: GREENAC ES m OLEO m o W w 44 43 42 J � PROJECT HOLLAND ST. O = C) Cl SITE 13 ENGER ST. U. LENN S T LANGLEY oft 0 WINOWALL VICINITY MAP no NO SCALE -N- L11�), DATE DATE PHASES2 3 &5 BAKERSFI ELD, CALIFORNIA MATERIALS LIB ESTIMATED QUANTITIES, TO BE USED FOR BIDDING F PHASE 2 PHASE 3 PHASE 5 LEGEND 3T ' NOT 'URPOSES 122 L. F. 273 La F. 794 L.F. N = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONIC = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE R/W = RIGHT OF WAY TOF = TOP OF FOOTING CTR = CENTER - TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MONIMUM CLR = CLEAR WL — WALL STATION HDPE = HIGH DENSITY POLYEHTYLENE SHEET No. INDEX Cf> TITLE SHEET M NOTES &DETAILS Cl> EL TORO VIEJO ROAD 00 LLB LL1 LL1 NORTH BAKERSFIELD r-e r ... r1 r a -r � .•, � i d r-a 1 rw � � r.. 1 r• -,.-r �. f . -..-r+ F'm. � 12 Bra. 201 P (G. 67 H W W Ln �--j ry Qi CITY LIMITS WMElUaW SERVICE ALERT OF SBlTHERN CALIFORNIA �41 -D S E R v1 G� 1 DIAL TOLL FREE 1- 801 - 227-2600 AT LEAST TVQ DAYS 1EFX YOU DIG P,k 1754 BK, 91 PG. 12 Nto ww rn Irn 47 48 49 50 51 52 22 23 24 25 26 27 28 46 45 44 43 42 41 40 39 38 37 36 30 29 P-M, 7903 --A BK. 341 PG, 169 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 � e t� t P.M. 5161 BK, ' 2 3 FG. 33 I � � w CITY LIMITS AP SCALE: 1' =200' U W. Ll- LL U- 0 6:0 0 taJ0 M LL Z - zwwwo. mrW: zw> ¢ co) U- r- oz coC6 U U 0 C� f3C W w = � -j z w W a w� 0 u m cl) z��- U a �ZZU uj cci00aw¢�0 ¢ 0 � H F- z ¢w0 zL�DQ >_v ca w �w (f) — Z 0 0a0oC/) - 400r�- ww>>- woU =c=nm nu,zs,w�W� --rr,� C r o � zZW Z UJI, F-_r ca0<t� °za¢ o z° cf)_j zw0wnw¢EO0 CIL �C U '— C,.a 060-00-- t13LL�Zb — a-Z�I.w> - cr_ F- o = 0 0 0 LL 5z ©m ci wZZ- wmw >Q0ww90 ww7=Z1UZa co) z < < OwUOn_ —z- �m:wI � O 0 cf) W:z _-D <:� 0 Z°=UwWZ Ww gZT >m ¢F- _jO v� >¢ LL rrt- Owwv� -y'- > >. w 5 � ¢w0''�w -i -0* ° ww 0ulz¢ C/) >- �F- cl a_ 0im.11'<<m Lia w V) u- w 0 0 ix Z z W �C J OZ DZw LLI ¢ F- w Z U) 0 1 � � W f.ir.0 � T i. _ . . �4 °D W0L-W ��w IMF- 2�'WO ¢ V/ Z (i Z J G1 W W - WC4U�p0'`�IW- �> _ a.zdWmW U) -Yzo wo 7t W� w�ozwm omW :D0 s L.. Ll., a �..- W Z W ¢ w oC W Z 0:: M 0 mC/) w 0w0 wo w UW: _. <D3``y0CU) �- ¢000J Z fw* W > Z C/) 0. F.0 LL. ptj W F-- 0 Z t� i Z V cnziE w �? ZOO- o ...10 �� -- �.� 0. W >z—c„'� w0�.jZ,'�wc�W 0 %f4r a W>- 0wmMw0w H200FF_000w 37, LL1 LL, J") I CIQ BLOCK WALL PHASE 3 PHASE 2 -BLOCK WALL _PHASE 2 PHASE 5 o (mi z V O m O tr) w 0 > �E �..� i3 M t.L U r- �` ,j �c z ca MOM (1) M ui 4) o Lt1 cr`v cv) U) C'4 co W C:) N w 0 t • t Lrl a! `uj f � CN Cl- LL o � W Z 0 5.: L - L co> BLOCK 0 LL w < U. i-SOUND oft 0 WINOWALL o uj 3 U Q F� � W U t • t Lrl --� -- BLOCK � WALL i-SOUND r WINOWALL o V. co 0 04 cn z W 0 DATE i PA JOB No. r z W SHEET 11/08/2.013 20788 L > Of i m 00 0 F 3 SHEETS -i--_ a. a. ...� w u- u- O • G EN ER AL NOTES WATERPR OOFI N C SPECI F'1 CATI ON S � a � a � � W � 0 0 w ° 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF 1 • WATERPROOF SURFACE WITH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED O 0 ® O 0 w CDT z W w < p 0 BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO, EQUAL AS PER CITY STANDARD L -8. O Z O ct� Q z �- z z 0. AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES INC PROJECT "� w z Q Z o � m ° C) No. 022 -06195 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART � CIO 0 LL c 0 o ° u, S "� © zwwocJ- zm z 0 HEREOF. Ls L a WOLF RIVER AVENUE �- co Wf1- �zww 3: LL -� -- .sp 0 PL PL 00 c�����wmcma = W o r: 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN _ _ ,�_ _ ,� + + + z �- U �, ° O w o Q > n N sT t^ c, r� r �rr�' C.. r oD 00w�zz -- °w� �` ca � � � � � � r .�'1 -� �" I� J am ,~ I J r ,..� � � r � � .� r r r r �` a� � � c� o Q ,� ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, 24 25 o " U DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE ! os � z °- a -- �- -0 C '`''� to z � , z o i� 23 +71.02 �` d ,-- <w0 UL 3: �= STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND 2 BLOCK CAP 2 BLOCK CAP 60 + J + Q + �C �, ° �, � c Q z 0 o6 c LL THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. a 00 z z �. a z z U) J N CO z d X: co t�N 3• THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF -J -� --� --� w �- > 0 - z = �J CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF F.. m, 0 z co 0 0 m i1! o BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET #4 CON #4 CON T. - 9 0 � z � , ©z E m z �' ��c ow od � � � � RIGHT --OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN TYP. TYP. ., I co O �... �- � '�w�"'�Cw�= -U�j ®vim � APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET a < w w w z Z a Z o RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR z ° z _ `� W � PRIOR TO ISSUANCE OF A PERMIT. w O z= ° Z o 0 =��- L+°= Q0Q�?w „ „ -0 L- z w �--- -cry U 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF --WAY, #4 @ 32 o. c. #4 @ 24 0.c. © --� 0 z E, mw E c z u- (.0 �.1 LL � td3 � 00 W ¢ _W OLL THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE • w w ° = z W z °, CITY PARKS DEPARTMENT 48 HOURS NOTICE. > °, �- 0 w m CNTR CNTR PHASE 2 �.� • aQO=�pa��� C' U C6 �u w Z Z '�"� co Jm� 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT - L- - �- --- / /1 c� Cn � Q > -� Z w�c z<<0 THE BUILDING SITE -PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS PHASE _ o �? w w U A U A> 5 3:3:t8 >° tz > U Q 0 j m ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ° 0 00 o 00 PHASE 2 cl W ©6 w `� = w o m ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND m m w .. 0D >- ---- W W o Z > M cn CONDITIONS SHOWN BY THESE DRAWINGS. W w `� C° ¢ >'� (� ,� d- to mot' Q 0 m vs ca w cr_ of ..ASE 5 mwawz � 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO o X �'` #4 CONTo @ o „x N- #4 CONT. ° AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR co 40 "o. C. U co 40 "0.C. OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR. VERIFICATION OF THE LOCATION AND �" r �0 0 co 0 DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.' • 1 -800 -- 227 - -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. U 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY WATERPROOF WATERPROOF CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S SURFACE TO FG SURFACE TO FG EXPENSE AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. FG* FG* o N- -8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE Z 0-MIT -HEAD Q) 0 x< Z OMIT HEAD - RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY JOINTS @ FG JOINTS @ FG U- PRIOR TO ANY FURTHER WORK. * ALTERNATE * ALTERNATE FG z FG z (TO BE CONS TRUCTED WITH PHASE 5 w LEGS Q LEGS Q 0 ,� � 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND l- �- �-- � HORIZONTAL: 1" =2+0' a. SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. a - O • »� z " - A c� r� r� c� o) ,�,,�, VER71CAL: 1 2 � w w 3: 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE #4 40 0. C. a o x U ,i a o x c.� �; -� �; cn ��-. .�; QJ LLJ . - a - a . � � #4 � 24 O.C. - a - - � n �,. d- REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED a a o ° °0" #4 C O N T. TYP . � :.: � - -- � � � d� ... ,..�s . a r-- � aD v� � r� � u� p �= ° � AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION 4 TOTAL 0 #4 CONT. TYP. a 0 + o + -J + --� a+o w a. o a WILL BE ALLOWED FOR SUCH CORRECTION. � 4 TOTAL :, I w r 3 -- R ( ) a Q 3 3 - - 11, IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR TYP. ;I': z z ; < R � TYP. � a. _ _. o 1, -0„ so 1v -6,2 PO > 1_31) 13_x» w �C. OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER F-- a. ti. Ns► w� 2_6�, 3,_0» 0' OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF w � o cn w v, �° � ,� ,� ENGINEER IN RESPONSIBLE CHARGE. * * T : TOW- 387.33 r''' LOT SIDE -FINISH GROUND SHALL -MATCH LOT SIDE FINISH GROUND SHALL MATCH, > 0 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR FINISH GROUND ON STREET SIDE OF WALL FINISH GROUND ON STREET SIDE OF WALL . . . . . . . . . . . . . . . . . . -. . . . . . .0 . . . . . . i . • - o°� o� w JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING • • TQW-- 386.67 be �y EXCEPT AS SHOWN IN WALL PROFILE. EXCEPT AS SHOWN IN WALL PROFILE. 1,,,,• EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION , „ „ .�%,�, .��► PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 7 -- 4 WALL MIDDLE S 7'-4 WALL END SECTION 386 :. i . ... . ' • • • : , , , .... , :. • • : • , , ; , • , : ..: , , --� ...:... ; ... ; ...: 386 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING N N.T.S. �, N.T.S. •� HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND • w - . 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. • 384 •.•••••• .••.....•..•....i..,.....w,•••. ••.•....,•,.,.•• .. 384 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND LS LS • . `t - w . 06 SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS HE SHALL PL • ' PL • . � SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO SIDE - r - r- . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . FILING HIS BID PRICE FOR THE PROJECT. r STREET SIDE TOW= °� �s 2"' BLOCK CAP 382:00 •"+ 14• PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED 2 BLOCK CAP 382 ....................... CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES INC. • .FINISH. GROUND . w .LOT SIDE w 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL . • . • . • . . . . . CO • . ' • . . . • . . . . • . . . . . • . . . . . • . . . . . . . • . . . . • . RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. #4 CONT. #4 CONT. _,_ -- ••-�• TYP. TYP. 380 ........ .. __�__�_- ....... --........ .................. 380 WALL NOTES _ • , • TOF- 380.•00 . 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. . . TQF= 37.9..33. • . • 2• BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY NTR F�IRlISI•-C GROUND CNTR C • • • . . • . ASTM D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. STREET. SIDE . 3• EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE W W v 378 o . . . • . . . . . - 378 �o O • a E • • B • • • • • COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. _, ^ /�� 06 (n m w Wi A 4, FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR w cW • o o . . . WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE D � w U � � U DETERMINED BY THE CITY ENGINEER. x #4 CDNT. @ �- o wx `° #4 @ 40 0. �- 18 +00 18 +50 19 +00 U co 40 "0. c. > U coo 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY c, 2 „ > O-) � o LOT 30 SIDE YARD WALL PROFILE THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. °� #4 C� 48 o.c. oo °� #4 @ 32 o.c. m Q Q 00 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A W W z SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. > > Q �- o M 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS °D Q i WITH 3/8'2-MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE I MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP, Z co Z 00 R W � MORTAR � � MORTAR ST � r� r--,- � ,-� SIDF 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6' -0" MIN. FILLET R E r i� S I D FILLET MEASURED FROM THE HIGHEST ADJACENT GROUND. ° ° w � � 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS a' °�' 2" BLOCK CAP OTHERWISE NOTED. CNTR n CNTR Q 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. -' J s..,_ z �..� z #4 CONT. 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN, CONCRETE COVER. 00 #4 @ 24 "o.C. ° o " z U �-' �m #4 @ 16 o.c. w oU ��-- 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. w °D- - °� CNTR i OMIT HEAD � K I OMIT HEAD 04 w m� �> E STRUCTURAL NOTES x JOINTS @ FG x M JOINTS @ FG # w oo GENERAL NOTES U 0 � •..� °U o0 ° `x- N '� , 00 °x° FG* FG* x FG* FG* o Ax � w z #4 CON o 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS 0 2 � � � � U oo � _ � OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. 00 �-' 00'' '� x FG FOUNDATION NOTES ,� 2 ALTERNATE .� 2' ALTERNATE FG 1. FOR ALLOWABLE SAIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. `ti' BENCH LEGS z `�'' BENCH LEGS z CONCRETE NOTES Q U 1. MATERIALS: 1. REINFORCING: ASTM A615 GRADE 60 DEFORMED BARS. 4 a w d f °- ., z ' �o �o #4@480. C. d -�-- 2. CEMENT: PORTLAND CEMENT TYPE !I ASTM C -150. ,� a a O Q > PAD o o� PAD O c� : #4 @ 32 o. C. r 4 CON T. TYP. 3. AGGREGATE: ASTM C--33. a w x ca o. C. a w r x c � a , Q c Q 00 4. WATER: CLEAN AND DRINKABLE. a . ° a a ° (2 TOTAL) d U � #4 CON T. TYP. #4 CON T. TYP• a . 4: a J �� x C 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 4 TOTAL) o ° (5 TOTAL) �a o ° 3 `'� ° e o • f j TYP • o cn 2. CONCRETE MIX DESIGN FOR FOOTINGS. E t�,r N �t, ;, ,,F 3 _ CIO TYP a. TYP ,�,k.,, • • r 1 f' '' .� �. ff 6 is 1 3�i w L/ l w jl .�.. W �. W 1. CLASS 3 CONCRETE, 2.500 PST AT 28 DAYS. >, � . F fob 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 1 --9 1 00 3, 3/4" AGGREGATE MAX 2 -9 S-6" 0 DATE 11/08/2018 ( )• o 4. 5 SLUMP - MAXIMUM WATER /CEMENT RATIO: 0.50 (MAX). h PA JOB No. 2078B MASONRY NOTES *NO *NO W SHEET 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C -90. LOT SIDE FINISH GROUND SHALL MATCH LOT SIDE FINISH GROUND SHALL MATCH i w 2. REINFORCING: ASTM A615 GRADE 60 DEFORMED BARS. 2-8 WALL SECTION > • FINISH GROUND ON STREET SIDE OF WALL. FINISH GROUND ON STREET SIDE OF WALL. w N.T.S. 0 3. ADMIXTURES. ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPES 1900 PSI @ 28 DAYS. �-- 9 :- 4:1 WALL END SECTION 9 4 WALL MIDDLE SECTION 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. �+ N.T.S. �, N.T.S. o (SOUND WNGWALL) WINGWALL) 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE N GROUTING OPERATION. OF SHEETS YARD 7 0 0 01 0 + -i I •I 0 Pawg • Ike LOT S F_ CONC. MASONRY BLOCK PER WALL DETAILS CONT. REBAR PER WALL DETAILS VERTICAL REBAR PER WALL DETAILS ONE & ONE HALF 8"x8"xl 6" CONC. BLOCK STREE f SIDE a Z 00 CONC FTG PER WALL DETAIL MASONRY TIES 0 16" 0. C. EACH DIRECTION J J SURFACE � TO FG _j Of co ui z 04 Z V) * cn 0 * V) co F- V) + < + < + Lo < j + _< j + rll� _j < + < + 00 *z 00 j > o< C*4 (/) v- 0) <;g SEE ON-SITE WALL PLANS FOR r. + a- *0 w U WALL ALONG SOUTH BOUNDARY �U V J i� % m < �- Z w < g 2 m(-)w < 0 w LL �- z W:�: W W 0 40­� i Ile *1 Nl� ��, 0 � w w 0 LL W qs w z 0 w = = < 0 0 a. C6 :c 0 cQ CW -) u>1 W m Z 0 a SMOOTH FACE (TYP) gamowwx ww z P 0 U) LL- < 0 ui w 0 of uj < u- ac => 3: LLJ 0 0 Lufuj w cf) _j - LLJ < u- Z > co w OW + rn (n C%4 (n 00 (n 4. cn 0 (n + < + < N < + + • V) < 2:1 _j j MAX. r) STRE-r-. f SIDE ARCHITECTURAL BLOCK CAP,, MASONRY11ES 0 16" 0. C. EACH DIRECTION .1 8"x8"xl 6" CONC.. MASONRY BLOCK OMIT HEAD JOINTS 0 FG LOT SIDE PER WALL DETAIL VERTICAL REBAR PER WALL DETAIL CONC. MASONRY BLOCK PER WALL DETAIL r of O Q U-1 r WATERPROOF U r__ SURFACE � TO FG _j Of co ui z 04 Z V) * cn 0 * V) co F- V) DRAINAGE MEASURES 4 4 r PER WALL DETAIL FOOTING REBAR PER WALL DETAIL 4 f * I * VARIES PER WALL DETAIL PILASTER DETAIL N.T.S. co of co Cr CID w Of co cr_ to w 0 Of co Lu 0 Of co ui co 04 V) co V) * cn 0 * V) co F- V) + < + < + Lo < j + _< j + rll� _j < + < + 00 K)W 00 to VOW < j > o< C*4 (/) v- 0) <;g ;g +.i 00 g 'r- a- r. + a- Pei V. pf) W C4 U U V U �U V J i� Ik SLOPE 22 4 2Q- 7'K4- NONNI 12 13 14 26 27 28 §0 �� = = = - =c =___= cam=,= -- 450 1 1 6 1 1 7 LINE OF SIGHT 29 1 0 W.J < < 00 + j + mj Oft co V v� 1,86 * ft 0 0 0 E (T Yp) 0 Z CNI 4 +00 co 2 co 0 r%4% z Of Ld Li uj +00� w z I 0 0) > r°- qr- oo 0) w tO . Z L. 0) + 00 Cr C4,41 00 C4,4 K)W 00 to VOW < j > o< C*4 (/) v- 0) <;g ;g +.i 00 g 'r- a- r. + ;g + 00 T_ 0• Pei V. pf) W C4 U) L.Lj m > Oct ;9 0 + < A qrm ;g CL �` ;9 % 30 < �- Z w < g 2 m(-)w < 0 w LL �- z W:�: W W 0 40­� i Ile *1 Nl� ��, 1 � 0. ARCHITECTURAL BLOCK CAP % . ..;. % % 00 + j + % y SPLIT FA E (T Yp) % 1 I cn cn 0)7 +00 0'* 0 0 Z P.- W CF) LO cu % n _T:% > C,4 LL M cy) cc d- 0 LI) m w z co 0 00 C4,4 SPLIT FACE (TYPE 00 op + J_ % r. + 0 04 Pei V. pf) W C4 U) L.Lj m > C4 ­%4% + < A qrm ;g CL 0 - ;9 % C-4 ;9 UO 04 < �- Z w < g 2 m(-)w < 0 w LL �- z W:�: W W 0 40­� i (f) uj D 0 Z 0 C/) 0 w w 0 LL W qs w z 0 w = = < 0 0 a. C6 :c 0 cQ CW -) u>1 W m Z 0 a SMOOTH FACE (TYP) gamowwx ww z P 0 U) LL- < 0 w 0 of uj < u- ac => 3: LLJ 0 0 Lufuj w cf) _j - LLJ < u- Z > > ,,I W L - Z5 CD cl) - 0EQ05 =Z Ozww MLUOUJZ-j * cn < w --j ­5 w 0 3: 0. �- w w 0 o w z cn >- cn =3:Dwmo wz=) LAJ • V) < A r) LLJ 8% < u- % % • ap %.•z % ft e., % % SMOOTH FACE (TYP) • 0. e low % N N. co w C'4 450 19 00 + j + cn < co co V_ Q_ -i a- .j i 1 I cn cn 0)7 +00 0'* WALL ELEVATION DETAIL O m W cn X 0. � � of 0 W* < rn + _j + 00- N N ..i 10 3::1 ...... 450 19 G" 20 • 11 �_ 0. co.j < j j I < 18+72.71 j Lo N LINE OF SIGHT w w w w U) cn cn 0)7 +00 0'* 0 0 Z P.- W CF) LO cu 0 Lo n z N.T.S. U- U- CL 0 ui 0 (n 11 �_ 0. co.j < j j I < z j Oft * rn CD ft o U) ft 0 0)7 +00 0'* 0 0 Z P.- W CF) LO cu 0 Lo C4 Z z > C,4 LL M cy) cc d- 0 LI) m w z co 0 00 C4,4 Z L.Li 00 op + 0� + N 1vom w 0 Z r. + 0 04 Pei V. pf) W C4 U) L.Lj m > C4 c 1 ;9 + < A qrm ;g CL 0 - ;9 Z C:) (o Lu 0 C-4 ;9 UO 04 < �- Z w < g 2 m(-)w < 0 w LL �- z W:�: W W 0 40­� i (f) uj D 0 Z 0 C/) 0 w w 0 LL W qs w z 0 w = = < 0 0 a. C6 :c 0 cQ CW -) u>1 W m Z 0 a gamowwx ww z P 0 U) LL- < 0 O)v- 100 Z +m cq Pq m * 0)� 01 0 N 0 Of Lj CA cn r11*_ < + T_ cq CL J 0 L� 21 22 • 21+52.71 0. cri 00 C*q w ot-f_2 w 0:: F_ • V) co + C44 13- CN _j 0 rn 18 w CL w NOTES. 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. SEE ON-SITE WALL PLANS FOR WALL ALONG NORTH BOUNDARY LINE OF SIGHT 450 23 25 26 'V -LINE OF SIGHT -N- HORIZONTAL: 1"=50" VERTICAL: 11"=2* p co 0) a. e-% 0 0 0 1100. 00 j 00 0) 0. c* 10 to 0 * < N v- J v- 0 0 11 (D 0. 10 co oo -i oo -j Lo N o) a. n j 0 QD0 < mr) < V) V) 0 < cq J J w Lo 0) V) r.., Q 0; co u. n C4 to 0) U. 0) U. 0 (o co co 0) 0) U. + cov� Lf) w 0) O)cq o 0 0 co C4 3:: V_ z + j + J V� + -j + (6cn 0 04 n 00 0 d 04 j + + w + C*4 + + -j + + j J +0+ + J + J N z 0) j + J �j + + +00 X 00 � V� z vo� j +0 OD < + cb 0) 0 + C:) �r- W rn q� V� < v- < v- z cq - C4 < cot + C4 04 < Z W eq OC4 eq N C4 w 0 cq 04 C14 3c: CNI w m i w c *4 3t 3:: w ":R: C44 Z z ;g xw m ;9 z ;g z z z z ;9 gg m z z z LL. ;9 CL CL 0 CL 0. 0. 0. CL 0. w w w FLLIL . . . . . . . . . . • • • • • • • • • . . • • . cn • • • • • • • . . • • • • • • • . cn 0. • • • • • • • • • • • • . • • ♦ • • • • • • • • • • • • • • • . • • • • . • . • • • • • • • • . • • • • • . • . . . . . . . . . . . . . . . . . . . U) (n cn cn cn cn U) . . . . . . . • • • • .. . • • • • • • . . • . • . • • . • • . . • • • • . • • • . . • 0 . . • • . . • . • * 0 < 390 -TOW=390.00- • w • . • • • • • . • • . • • • 90 • • • • o • • 3 0 . . . . 0 0 0 0 0 • • • • . • • • • . • • • . . • . • . • • • • . • • • . • • • . • . • • • • • • • • • • • ♦ . • • w o • • • • • o • I I I • I • • • • • o . . • • • • • • TOW=389.3 3 • . . . . . . • . • . . • • . . • . • . • . • • • . . • • . • • • • • • • • . • . . • • . • • • • • • • • . • . • • • • • • • • • • • • • • • . • . • • • • • . . . • . . o 38*8*0 • o . • . . . . . . o o . . . . . . . . • TOW 389*E;.7 • . . . . . . . . . TO W. % • TOW= TOW= TOW=388:00 0 0 o o • 88.00 o o 3880. • . • - j TOW--!--388.00 388.0 • • 0 0 - - .................... 0 0 0 ....... 0 ...... o o ............ o .... ............... ••• .............. .... o ... .... .. FL •••.••.• .. *388 • 0 0 w • o o o w TOW= TOW= Lu o TOW= • cn 387.33 387.33 • • . • • • . • • • • • • • • . • • • • • • • • • • . • • • • • • • • • • . • • . • • • • • • • • • . • • • • • TOW= o • • • • • . . . • • . • • • . • • • • • • • . o . • • . • • . • • • • • • • • • • • • • . • • • • • . . • . • • . ♦ . V) • . • • . • • . • • . • • • • • 386'6 * ' 0 • • • • 0 0 0 • o .......... ......... o.. 0 ...... • .... • .... • ............................... • ......... • ............. 0.0 .0. • .... • ....................... Z o* **o • '00 ...... 386 (i) * * *o* o .:D ul * " * * Z . cr_ - L-) - Z o W 0 D It < • • • • • 0- • 0 0)• • • • • . • • • • • • • • • . • . • • • • o • • • • ♦ 0 0 • . . • . • • • . . • • • . . • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • . • . • • . • • • • 0 • • • • . . • • • • o . . . . . . . . . . . o • • o • • • . ♦ • 0 3: • 'Pb • • Z • �ft ft 0 0 • D _r r�_- • LL_ 0 <o V) LLJ o o u: 0 384 ..... o..4 O:f 3: . z 0 o . (A W o . . . . . . . . . . . . . . 0 . . . • • r's • . . . • . . . . . • . . • • . . . . • . • • • • • • • . • • . • • • • • . • . . • • . • . • • • . • • . . . • . • . . . • . . . • . . . . . . o . . . . . . Ob Ob . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 o o O-LL: ... q- *384 • SQUND o u- cn • WINGWALL - r V) • z . . . . . . . . . • . • • • • . • • • • • • • . . 0 0 o . . . . . . . . . . o . . . . . . . . -- ..,._ . • .- --: -' [ . . • . . . . . . . . . FINISH GROUND LOT/STREET 1- 38x2 o . . . . . . • . . . . . . . . . . . . SIDE OF. WALL . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *382 0 o o T-OF= 382.00. 0 NIN o • . • • • • . • • • . . • • . . . • . • . • • • • • . • • • • • . • . . • . • . • • • . . • • • • . . • • o . . . . • . • . . . . • . . . . • • • • . . . . . . • . • . • . . . . • • • • • • T6F. 381.33. • • . • . • . • • • • . . • TQF=. 381, 33. • . • • • . • • . . . I • • • TOF=380.67 o TOF=380.67 TOF= TO .-- : 0 380 o o * ..... ­. o . . . . . . • • • • • • • • • • . • • • 380.67 .. • • • • • • • • . . . . . . . . . o . . . . . . . . . . 0 . . . . . INIONMEN f - 11-1 1 • • 38Q. 6 • . • • • . • • • • • • • • • • • • . • o o • • • ° • • • a • • • • r 3 8 0 o TOF=-380.00 o OF=380.00 ADJACENT PAD o TOF= o o o rB K*B D� . . . . . . . . . . . . . o rB -ELEVATION� . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF_ 380.00 • . . . . . . . . . . . . . . . . . . . . -30± - L-.F. 30± 'L:F: . . . . . . . . 379.33 o • 30± L. F* - 30± • L. F. *F. F I K'A� o o o o (A - : : 2 �0± L* B .30± L* F. 378 o • • • • • • • • • • • • . • • • • • • • • • • . • • • • • • . . • • • • • • • • • • • • • • • • • • . • • • • . • . • • • • • • • • • . • . • • • • • . • • • • • • • • • • . • . • • • . • • • . • • • . . • . . • • • • 2 ' o • • • • • • • ' 11 + 00 • . • • • • . • *. 378 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19 +00 20+00 21+00 22+00 23+00 EL TORO VIEJO ROAD WALL PROFILE ui (L CN Lu U- LL1 0 W > 0. Z 0 2 5.: - z uj Z 2 U-J 0 0 co > Lu LL cr_ w W 3 cr_ 0cr a _ LL CL E 444�* Go Nova 4 � ; M > V �1S��3a � s 0 w 06 co N Q ww* �w � cry 0 � o �Q �= w J LL � � M a Q �i OO C4000 4-1 4-1 E 00 0 Ir- c" 3: _0 6 co 00 0 Z 0 U) > w 00 r%- 0 DATE 11108/2013 V) PA JOB No. 2078B z w :2 SHEET 0 ct� CL m 00 0 OF 3 SHEETS U- U- CL 0 ui 0 (n M Lcu, W. oz [[ z��Z LLJ LLJ ui w z co (f) co - Lu u.j Z � 0 :3m I­ �_ u- ZO a- a- it (1) > cf) ui z !;C- U) LJL �x: - (j) Izz o 0 z CQ 0 m o g w cy) z Lu w w w w =;�: _j w Z M m Lu I— - i Z cn Ui Lu CF) LO cu ui m o Lij a: 0 (D I— w I— cf) m E W z 1�- C-) Li cn O_ Z Z o Uj 0 O ui D Cn > C,4 LL M cy) cc d- 0 LI) m w z ( ) C) -co oz 0 W Z z ix 3: Lu E 3: 0 z LLJ 0, (D X <wo - CO uj!�ec)5 C6 Lu ftlo w cf) Z 0 z LA_ n w Z Czn ad =< w U- U) (D z a- 3: cif 0� 0 0 o co 0 o --- )00- cp Z I w w _�e U) Z 0 cf) mcf) tL' W W w w 0 w w 1— 0 0 < Zo r 0 Z Z LL. 0 cl) M a Z UJ o o w Z ar co co Ir- (y) Cl! a) 0 Lli I _4j _j 0o3:¢ w Z o< a i�- z a w Lq z> oz z U) chi Z ce 0 ww w < 0 0 < - _r C) 0 w Lu �- LJLJ M T- C14 (o < 0- 0 CL z CL Q a. 0 Lu W w LL ix 0 z < z 1 0 w 0 < Z C:) (o Lu 0 w w LLJ > 0 a- Z a- I— a cl) 0 i__ :c L) 0 LLJ 0 z z Z LL 04 < �- Z w < g 2 m(-)w < 0 w LL �- z W:�: W W 0 M CL Ljj Z Z - 0 w LL_ w < Lij LL, 0 ui a - LL (f) uj D 0 Z 0 C/) 0 w w 0 LL W qs w z 0 w = = < 0 0 a. C6 :c 0 cQ CW -) u>1 W m Z 0 a gamowwx ww z P 0 U) LL- < 0 w 0 of uj < u- ac => 3: LLJ 0 0 Lufuj w cf) _j - LLJ < u- Z > > ,,I W L - Z5 CD cl) - 0EQ05 =Z Ozww MLUOUJZ-j * cn < w --j ­5 w 0 3: 0. �- w w 0 o w z cn >- cn =3:Dwmo wz=) -N- HORIZONTAL: 1"=50" VERTICAL: 11"=2* p co 0) a. e-% 0 0 0 1100. 00 j 00 0) 0. c* 10 to 0 * < N v- J v- 0 0 11 (D 0. 10 co oo -i oo -j Lo N o) a. n j 0 QD0 < mr) < V) V) 0 < cq J J w Lo 0) V) r.., Q 0; co u. n C4 to 0) U. 0) U. 0 (o co co 0) 0) U. + cov� Lf) w 0) O)cq o 0 0 co C4 3:: V_ z + j + J V� + -j + (6cn 0 04 n 00 0 d 04 j + + w + C*4 + + -j + + j J +0+ + J + J N z 0) j + J �j + + +00 X 00 � V� z vo� j +0 OD < + cb 0) 0 + C:) �r- W rn q� V� < v- < v- z cq - C4 < cot + C4 04 < Z W eq OC4 eq N C4 w 0 cq 04 C14 3c: CNI w m i w c *4 3t 3:: w ":R: C44 Z z ;g xw m ;9 z ;g z z z z ;9 gg m z z z LL. ;9 CL CL 0 CL 0. 0. 0. CL 0. w w w FLLIL . . . . . . . . . . • • • • • • • • • . . • • . cn • • • • • • • . . • • • • • • • . cn 0. • • • • • • • • • • • • . • • ♦ • • • • • • • • • • • • • • • . • • • • . • . • • • • • • • • . • • • • • . • . . . . . . . . . . . . . . . . . . . U) (n cn cn cn cn U) . . . . . . . • • • • .. . • • • • • • . . • . • . • • . • • . . • • • • . • • • . . • 0 . . • • . . • . • * 0 < 390 -TOW=390.00- • w • . • • • • • . • • . • • • 90 • • • • o • • 3 0 . . . . 0 0 0 0 0 • • • • . • • • • . • • • . . • . • . • • • • . • • • . • • • . • . • • • • • • • • • • • ♦ . • • w o • • • • • o • I I I • I • • • • • o . . • • • • • • TOW=389.3 3 • . . . . . . • . • . . • • . . • . • . • . • • • . . • • . • • • • • • • • . • . . • • . • • • • • • • • . • . • • • • • • • • • • • • • • • . • . • • • • • . . . • . . o 38*8*0 • o . • . . . . . . o o . . . . . . . . • TOW 389*E;.7 • . . . . . . . . . TO W. % • TOW= TOW= TOW=388:00 0 0 o o • 88.00 o o 3880. • . • - j TOW--!--388.00 388.0 • • 0 0 - - .................... 0 0 0 ....... 0 ...... o o ............ o .... ............... ••• .............. .... o ... .... .. FL •••.••.• .. *388 • 0 0 w • o o o w TOW= TOW= Lu o TOW= • cn 387.33 387.33 • • . • • • . • • • • • • • • . • • • • • • • • • • . • • • • • • • • • • . • • . • • • • • • • • • . • • • • • TOW= o • • • • • . . . • • . • • • . • • • • • • • . o . • • . • • . • • • • • • • • • • • • • . • • • • • . . • . • • . ♦ . V) • . • • . • • . • • . • • • • • 386'6 * ' 0 • • • • 0 0 0 • o .......... ......... o.. 0 ...... • .... • .... • ............................... • ......... • ............. 0.0 .0. • .... • ....................... Z o* **o • '00 ...... 386 (i) * * *o* o .:D ul * " * * Z . cr_ - L-) - Z o W 0 D It < • • • • • 0- • 0 0)• • • • • . • • • • • • • • • . • . • • • • o • • • • ♦ 0 0 • . . • . • • • . . • • • . . • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • . • . • • . • • • • 0 • • • • . . • • • • o . . . . . . . . . . . o • • o • • • . ♦ • 0 3: • 'Pb • • Z • �ft ft 0 0 • D _r r�_- • LL_ 0 <o V) LLJ o o u: 0 384 ..... o..4 O:f 3: . z 0 o . (A W o . . . . . . . . . . . . . . 0 . . . • • r's • . . . • . . . . . • . . • • . . . . • . • • • • • • • . • • . • • • • • . • . . • • . • . • • • . • • . . . • . • . . . • . . . • . . . . . . o . . . . . . Ob Ob . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 o o O-LL: ... q- *384 • SQUND o u- cn • WINGWALL - r V) • z . . . . . . . . . • . • • • • . • • • • • • • . . 0 0 o . . . . . . . . . . o . . . . . . . . -- ..,._ . • .- --: -' [ . . • . . . . . . . . . FINISH GROUND LOT/STREET 1- 38x2 o . . . . . . • . . . . . . . . . . . . SIDE OF. WALL . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *382 0 o o T-OF= 382.00. 0 NIN o • . • • • • . • • • . . • • . . . • . • . • • • • • . • • • • • . • . . • . • . • • • . . • • • • . . • • o . . . . • . • . . . . • . . . . • • • • . . . . . . • . • . • . . . . • • • • • • T6F. 381.33. • • . • . • . • • • • . . • TQF=. 381, 33. • . • • • . • • . . . I • • • TOF=380.67 o TOF=380.67 TOF= TO .-- : 0 380 o o * ..... ­. o . . . . . . • • • • • • • • • • . • • • 380.67 .. • • • • • • • • . . . . . . . . . o . . . . . . . . . . 0 . . . . . INIONMEN f - 11-1 1 • • 38Q. 6 • . • • • . • • • • • • • • • • • • . • o o • • • ° • • • a • • • • r 3 8 0 o TOF=-380.00 o OF=380.00 ADJACENT PAD o TOF= o o o rB K*B D� . . . . . . . . . . . . . o rB -ELEVATION� . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOF_ 380.00 • . . . . . . . . . . . . . . . . . . . . -30± - L-.F. 30± 'L:F: . . . . . . . . 379.33 o • 30± L. F* - 30± • L. F. *F. F I K'A� o o o o (A - : : 2 �0± L* B .30± L* F. 378 o • • • • • • • • • • • • . • • • • • • • • • • . • • • • • • . . • • • • • • • • • • • • • • • • • • . • • • • . • . • • • • • • • • • . • . • • • • • . • • • • • • • • • • . • . • • • . • • • . • • • . . • . . • • • • 2 ' o • • • • • • • ' 11 + 00 • . • • • • . • *. 378 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19 +00 20+00 21+00 22+00 23+00 EL TORO VIEJO ROAD WALL PROFILE ui (L CN Lu U- LL1 0 W > 0. Z 0 2 5.: - z uj Z 2 U-J 0 0 co > Lu LL cr_ w W 3 cr_ 0cr a _ LL CL E 444�* Go Nova 4 � ; M > V �1S��3a � s 0 w 06 co N Q ww* �w � cry 0 � o �Q �= w J LL � � M a Q �i OO C4000 4-1 4-1 E 00 0 Ir- c" 3: _0 6 co 00 0 Z 0 U) > w 00 r%- 0 DATE 11108/2013 V) PA JOB No. 2078B z w :2 SHEET 0 ct� CL m 00 0 OF 3 SHEETS