Loading...
HomeMy WebLinkAbout1.4-7043applicableGENERAL A. All work shall be performed in accordance with i California it i Current Edition FOUNDATIONS A. For allowable soil bearing values refer to the Krazan & Associates, Inc. Report No. 022-07151 Dated 12-04-07 a !: with an f•aproject no. 022-18083 dated 3-24-2020. A. Materials-. : CENTERED IN 3t 1. Reinforcing: , Grade 60. Cement:2. Portland Cement,Type! ASTM • 3. Aggregate: ASTIVI C-33. SEALANTTO •Water: Drinkable. Clean and - APPLIED BY B. Concrete Mix Designi : t! tf ♦Concrete, 2500 PSI 0 28 Days. ♦ •0 Sacks of Cement �min) per Cubic Yard. ff M 1 1/2 Aggregate (max). PANAMA LANE ---- f! i (max). C. • Only as approved by the Engineer. MASONRY WEI 1. Concrete Block Masonry Units-. ASTM C-90 ASTM Grade 60 d Reinforcing • , 3. 1Engineer. B. . Strength:1. 1200 PSI 0 7 days and 1800 PSI Type S, operation.0 28 days. 1 . Strength.- 1500 PSI 0 7 days and 2500 PSI 0 28 2. Concrete block masonry units shall be dry and clean before grouting ® "Wet -setting" of the first course of block will be allowed. NOTES_ 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST. INSPECTION DEPARTMENT 326-3049 PARKS DEPARTMENT 326-3117 GENIERAL NOTES 1. BLOCK TYPE.- SPLITFACE CONCRETE BLOCK (LANDSCAPE WALL ONLY) MORTARED CONCRETE WALL (RETAINING WALL ONLY) Sl ZE f! WALLf3 3! f3 f? !! • , COLOR: STANDARD GREY PATTERN.- RUNNING BOND ff x2" sf MASONRY WALL CAPADOBE PRECISON BLOCK LINE.2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW 3. HEIGHT OF WALL SHALL BE 6'-09' C.O.B. MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL LINE. 5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY . 6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 7. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 8. WATER PROOF SURFACE WITH 1/4 it THICK ASPHALTIC WATERPROOF COATING PORTIONCOAT ONLY THAT ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH A CLEAR WATER SEAL SUCH AS tf !! f OR APPROVED EQUAL. 9. EXPANSION JOINTS SHALL BE CONSTRUCTED AT EACH PILASTER IN ALL AND A MAXIMUM DISTANCE BETWEEN EXPANSION WALLS, JOINTS OF ! PILASTERS. IN WALLS WITHOUT BRICKS10. BLOCKS AND , TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS. HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2» is =1=1 /8 ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS. COLOR.11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND WALL,12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF SHALL BE PROVIDED BY THE CONTRACTOR, APPROVAL.ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD IS USED. 14. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, ANCHORAGE AND COLOR, MATERIALS, LIGHTING, LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY 15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2 P$ UNLESS NOTED OTHERWISE ON PLAN. ANYFORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16ff FOOTING,OR THE DEPTH OF THE IS . 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS AGREEMENT,SECURED BY A SUBDIVISION APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED f WITHINS ESTIMATE FOR THE WORK PERFORMED I POSTED PRIOR TO ISSUANCE OF THE PERMIT.17. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY CITY OF 18. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SU BDI VI DER /CON TRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY 19. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 20. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. . 21. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4.-1, ALTERNATIVELY,BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. THE CITY ENGINEER MAY APPROVE CURBINGBEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. PL " n" f A #5 CONT. IN BEAM (AT LANDSCAPE LOT SIDE --�� RESIDENTIAL LOT SIDE 4 " AT , EXTENDTO FROM TOP OF FOOTING CENTERED IN 3t WALL) Z MIN LAP SPLICE)w SEALANTTO w BE - APPLIED BY WALL CONTRACTOR BAR ;►O.C. y 5 BAR 9t fs !' f s! 2t-22) BLOCK CHAIRS SHALL F001ING RE -BAR WALL SECTION "A" 69-8** » 8* fs MA X.(6'-8") a 1 : ! . 26 TRACT ` / RACQ / 53 F - �---F - T-- F - F- i 52 i 1 i 50 i 49 I i47 E 46 i 45 - _ _ _ 34 13 14 1 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY AND TO THE BEST OF KNOWLEDGE` OTHERCITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AN# INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, ENGINEER.STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY yyd+=�sR" 0 0. r' l? m /f t U2 2 -1 PRIVATE LANRNEL, -- `� ..�7- LANDSCAPE 1 KEY MAP tt i TOP OF FOOTING ON STREET SIDE NTH LANDSCAPE IRRIGA110 " BELOW SHALL BE A MINIMUM T ! GRADE STREET12" BEYOND THE FACE OF THE WALL. THE F001ING SHALL NO BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON TH SIDE OF THE WAOF LL NOIE: t a COVERA MINIMUM OF 4" OF IF IRRIGA11ONPLACED BEYOND THE FOOTING. A Fr ROVED BY/BLAINE NEPTUNE MM DATE L4 APPROVED BY: NICOLAS f PUBLIC WORKS DIRECTORR.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON, to/ : RYAN , R.C.E. 57651 DATE TRAFFIC ENGINEER MCINTOSH &ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON -ROGER MCINTOSH (661) 834-4814 BENCHMARK.- NORTHEAST CORNER OF CONCRETE ENCASEMENT AT THE CENTERLINE INTERSECTION OF PANAMA LANE AND BUENA 8 VISTA ROAD. ELEVATION 348.61' DATUM) THE BEARING ♦' EAST-WESTSECTION E. AS SHOWN ON PARCEL Ar . 10155 RECORDED IN PARCEL A ! AND 83 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN IMr 'I M 1101 "AN man 5HEET TITLE. w COVER SHEET 2. McCUTCHEN ROAD 3. MINAM RIVER WAY LIST OF MATERIALS BLOCK WALL LF 975 �%i Know what's below. Cal I before you dig. I T. . ® s M.D.M. t PANAMA LANE ---- WEI I cn Cni i -- LL- - --i 26 TRACT ` / RACQ / 53 F - �---F - T-- F - F- i 52 i 1 i 50 i 49 I i47 E 46 i 45 - _ _ _ 34 13 14 1 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY AND TO THE BEST OF KNOWLEDGE` OTHERCITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AN# INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, ENGINEER.STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY yyd+=�sR" 0 0. r' l? m /f t U2 2 -1 PRIVATE LANRNEL, -- `� ..�7- LANDSCAPE 1 KEY MAP tt i TOP OF FOOTING ON STREET SIDE NTH LANDSCAPE IRRIGA110 " BELOW SHALL BE A MINIMUM T ! GRADE STREET12" BEYOND THE FACE OF THE WALL. THE F001ING SHALL NO BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON TH SIDE OF THE WAOF LL NOIE: t a COVERA MINIMUM OF 4" OF IF IRRIGA11ONPLACED BEYOND THE FOOTING. A Fr ROVED BY/BLAINE NEPTUNE MM DATE L4 APPROVED BY: NICOLAS f PUBLIC WORKS DIRECTORR.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON, to/ : RYAN , R.C.E. 57651 DATE TRAFFIC ENGINEER MCINTOSH &ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT PERSON -ROGER MCINTOSH (661) 834-4814 BENCHMARK.- NORTHEAST CORNER OF CONCRETE ENCASEMENT AT THE CENTERLINE INTERSECTION OF PANAMA LANE AND BUENA 8 VISTA ROAD. ELEVATION 348.61' DATUM) THE BEARING ♦' EAST-WESTSECTION E. AS SHOWN ON PARCEL Ar . 10155 RECORDED IN PARCEL A ! AND 83 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN IMr 'I M 1101 "AN man 5HEET TITLE. w COVER SHEET 2. McCUTCHEN ROAD 3. MINAM RIVER WAY LIST OF MATERIALS BLOCK WALL LF 975 �%i Know what's below. Cal I before you dig. UJ Q Ck C) MCCLOUD RIVER AVENUE 60 V , - .r y,,. �, _ _ --- ' _ _ - ---• _ _ •..... _ ear _ _ sr. _ ._._ _ _-"'`' _ _ _ _ •w.+...... _ _ - \ �'`. FP 343.60 e Q � i I Cy e e L� I 1 I I ` , 18 I _> I I I 6 BLOCK WALL Ff? 342.60 I R �- PA (TYP.) e 9 � ®I (SEE SHEET 3} e FP 343.40 s 10 00 � 11 1 12 1 13 1 14 1 15 1 ' 17 Ff? 343.30 0 �C FP 343.20 i FP 343. f0 1 FP 342.90 I Ff' 342.80 i t 6 FP 342.50 e Z FP 342.60 FP 342.50 e ZI 1' RETAINING WALL/ 6' BLOCK WALL 1 0 775;I � P/L (TYP.) SEE SHEET 3 + BEGIN WALLP. I 1 e cv STA. 13+05.05 C.L. 1 2.24 LT.» e STA. 12+76.25 WALL A.P. B.C.-N09 44 47 W i p p STA. 17+62.81 C.L. 65.00 LT. = •g0 FG �60 fa » rfG 40 fG 1 1 epi 1 I �p�G I STA. 17+38.15 WALL ee N891 0 56 W 263.80 N8910 56 W 461.89 50 fG `�' �---- 3� 34260 �,S EX. UNDERGROUND .,� 3 t- •� t, , s �,,�--F - T - .... _ j TELEPHONE PROTECT Q �`' �s �? t �s `s '` �� rs 2�, Zy 34� is C2 s �s a N �s �A� S _ EX. POWER _POLE I _ IN PLACE) I �4 �!I, (PROTECT IN PLACE} ) - - - - -- -- - - -- - - - -- -- .L L EX. UNDERGROUND" � C4 I ------------- {{ LIJ LO W P0) Q Q_ Z C3 Q rn O� (� < L..IJ LO Q v ++ I- W 00 00 0 w55 9 cn v X LIJ _ I -- -- -- - -- - - - TELEPHONE (PROTECT - - �' -- - - -- ---- -- -- I SOUTH UIVE OF THE S. E. 114 END WALL&P. ` �, - -- / N N� IN PLACE) I OF SEC. 30, 30/27 STA. 12+40.15 C.L. 171.03 LT. �, t I �5 �,,...--r'"' C3 194-00 _ STA. 12+16.12 WALL j to o, +� s PRIVATE LANDSCAPE X��-- s s s �' �� LOT B ,� L ...---- �$ I » '� _ . 5 R/W (TYP) S S -�.- s _ S 0a _ EX. 48"S 8�s �Z I PRIVATE o ,:��' -- EX. 48»S _-'..--- �� ____ , I (PROTECT IN PLACE) w " ""'� (PROTECT IN PLACE) �,,,,,,, �. - � �. -- - I LANDSCAPE d- _®_- A6k00 I LOT A 1%4 C&G (TYP.) - 341.7 LS R/W (TYP.) LS '�° 34, 5 �'� -'--..�.. - �, �._.®----".10 CURVE 440 `� I � C&G (TYP.) .._.-- e __�---_'.' , u L.LJ • w w�.�rs w err �rnr-r w w urr..°r w w w �► wi--..rns w w or.-�. w .�. a�.re w w wr-'� w s as---� .e -� 229.22' Z +r- 01) --- - --' 1 -<c ,� to ao _ a- J V) < Q 2065.00' 93.04' OMO cq 2°34'54» I---- ¢ LO � __ , 0 9++ x STA. 9+68.16 C.L. STA. 12+70.93 C.L. MCCUTCHEN ROAD = ,, SCALE: 1 = 40 HORIZONTAL RADIAN mcic~n C) MCCLOUD RIVER AVENUE 60 V , - .r y,,. �, _ _ --- ' _ _ - ---• _ _ •..... _ ear _ _ sr. _ ._._ _ _-"'`' _ _ _ _ •w.+...... _ _ - \ �'`. FP 343.60 e Q � i I Cy e e L� I 1 I I ` , 18 I _> I I I 6 BLOCK WALL Ff? 342.60 I R �- PA (TYP.) e 9 � ®I (SEE SHEET 3} e FP 343.40 s 10 00 � 11 1 12 1 13 1 14 1 15 1 ' 17 Ff? 343.30 0 �C FP 343.20 i FP 343. f0 1 FP 342.90 I Ff' 342.80 i t 6 FP 342.50 e Z FP 342.60 FP 342.50 e ZI 1' RETAINING WALL/ 6' BLOCK WALL 1 0 775;I � P/L (TYP.) SEE SHEET 3 + BEGIN WALLP. I 1 e cv STA. 13+05.05 C.L. 1 2.24 LT.» e STA. 12+76.25 WALL A.P. B.C.-N09 44 47 W i p p STA. 17+62.81 C.L. 65.00 LT. = •g0 FG �60 fa » rfG 40 fG 1 1 epi 1 I �p�G I STA. 17+38.15 WALL ee N891 0 56 W 263.80 N8910 56 W 461.89 50 fG `�' �---- 3� 34260 �,S EX. UNDERGROUND .,� 3 t- •� t, , s �,,�--F - T - .... _ j TELEPHONE PROTECT Q �`' �s �? t �s `s '` �� rs 2�, Zy 34� is C2 s �s a N �s �A� S _ EX. POWER _POLE I _ IN PLACE) I �4 �!I, (PROTECT IN PLACE} ) - - - - -- -- - - -- - - - -- -- .L L EX. UNDERGROUND" � C4 I ------------- {{ LIJ LO W P0) Q Q_ Z C3 Q rn O� (� < L..IJ LO Q v ++ I- W 00 00 0 w55 9 cn v X LIJ _ I -- -- -- - -- - - - TELEPHONE (PROTECT - - �' -- - - -- ---- -- -- I SOUTH UIVE OF THE S. E. 114 END WALL&P. ` �, - -- / N N� IN PLACE) I OF SEC. 30, 30/27 STA. 12+40.15 C.L. 171.03 LT. �, t I �5 �,,...--r'"' C3 194-00 _ STA. 12+16.12 WALL j to o, +� s PRIVATE LANDSCAPE X��-- s s s �' �� LOT B ,� L ...---- �$ I » '� _ . 5 R/W (TYP) S S -�.- s _ S 0a _ EX. 48"S 8�s �Z I PRIVATE o ,:��' -- EX. 48»S _-'..--- �� ____ , I (PROTECT IN PLACE) w " ""'� (PROTECT IN PLACE) �,,,,,,, �. - � �. -- - I LANDSCAPE d- _®_- A6k00 I LOT A 1%4 C&G (TYP.) - 341.7 LS R/W (TYP.) LS '�° 34, 5 �'� -'--..�.. - �, �._.®----".10 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 9+25 CURVE TABLE CURVE 440 `� o C&G (TYP.) .._.-- e __�---_'.' , _ -- co co •^ co • w w�.�rs w err �rnr-r w w urr..°r w w w �► wi--..rns w w or.-�. w .�. a�.re w w wr-'� w s as---� .e -� 229.22' ` ..-!- +r- 9-1-00 _ �F _ __---- - --' 1 -<c E.C.-N11'56'45»W RAD. m c -- ------ 0 2000.00' STA. 14+24.60 C.L. 223.69' N88 5211 W -' 11+00 C1 C4 2065.00' 93.04' .................................... 2°34'54» 'gmhk a a T H Im m m lAull U EMS c 11 R A w INTERSECTIONSTA. B.C.-NO1°07'49»E RAD. CITY OF BAKERSFIELD 13+50 OC C.L.TO STA. 21 +51.0 C.L. TOP OF MANHOLE STA. 9+68.16 C.L. STA. 12+70.93 C.L. MCCUTCHEN ROAD = ,, SCALE: 1 = 40 HORIZONTAL RADIAN STA. 10+00.00 C.L. MINAM RIVER WAY 1" = 4' VERTICAL STANDARD 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 9+25 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 2000.00' 456.44' 229.22' 13'04'34» C2 500.00' 72.83' 36.48' 8'20'45» C3 2000.00' 445.53 223.69' 12'45'49» C4 2065.00' 93.04' 46.53' 2°34'54» o C&G CURB & GUTTER INV. INVERT FL �o B.C. BEGIN CURVE 'sem ANGLE POINT E.C. END CURVE EX. EXISTING FP Ca ELEV. ELEVATION FG FINISH GROUND P/L PROPERTY LINE L.S.. LANDSCAPING AREA R/W w C.O.B. CITY OF BAKERSFIELD T.O.M. TOP OF MANHOLE STA. STATION W RADIAN TEMP. TEMPORARY STD. STANDARD U_ SECTION LETTER-- FlNIS_HED_PAD VARIES 1.4% TO 2. AM A • ♦ �� 4�fi9��i ......_.... _ .....� _ SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWN - PIPE SIZE - rn w 0) SCALE 1 "=10' 2 Know what's below. 0. ' Alll fordig. O W CLd- o > > W121 -- ter- M IIIIIIIIII I J OF- --� W W <C W -! W S> W > \ P t� 0Cp 00 Rd- \Q � \`� N le: N � O N N 0 W I W LO CC CJ tr J tC CC Q h 0:M �• 000 CL.cd fN N t t� L6 to tai 0 to 0 cn .- u3 ,.- cn cC N cn N cn M cn M to d- F- d- d- rr W tt� i.� O �.1� cfl { M C`_ �.1.1 r� Q J %_ <,W- J d J r Q J %_ Q 3 J r-- Q J Z .- �:[ J .r- '� ��' J Q J r { p cn + in t"' cn + to t" U) + to cn + r• `�"' r, t� cn + c o a. ¢ ¢ ci <t ci Q ci ¢ ri c� a a. ¢ a_ < a. ¢ a ¢ ¢ i-- F-- J I J .- F-- F- F-- F- F- Z F- W !-- F- _ IA v"i cd C/) V) c --)j aAiC) II I! II !I II Il I fl � Q 0O WISHED P Ds I l w I!, (RADE/LS, I I r, 1 1 10° l X 00{ I I 1! ! I { I I FINIS ED PAD I !! I I RADE I I I I 0O 00 -1 I I C> [Y I `i -1 00 °O I I I I I I `�' i t GRA /L.S. l i 11 r• 11 I I I l. I I C) © GRAD - T _ -- ---- --- -- -� -- ---- -- - -�{ -- -- -.-. I I w to w to V ,4 i ,,, z Zre4--. N N ->W.t J O r► n O w CO Z ., N m 0% cp N ' Z% "- It C7 M tr? W W co �y tj p 0) 4R 04 O O t� 0. et- god- `- f N O .W. t F J !s.lk .W.t O Jw n U U M W s 4MZ >" t.> t u-•-� te aOi->% aw { W O 4. W W Z>W W > WW U_ O 7 CD Z F= !_jUj j - LIJ _j LLLJ V- Q N + J 1j �_j QO e -W 00 V_�LAJ I r-- l- 0 GJ- w O wo o ♦• Q J J w m rn vi rn�- � © r., a+0 N tot 0 � 0 0 /� Y J Y/ -{- + ° cW�- �- tl,-- O w cfl - 4u-' O I,.-% • t� O w t,.- I. W W U_ w o � o0 0o O oo c? rn 0' tt) �... to to CO oo CV CV to tj Cl.. N LA �-- p, CL tT tAJ Q eQ © Q 0') W + + O + + 0Lj_ '{" 0 + �. cfl --� tU CL F- N N -2 - N N N N (/) Q to W cn cn Q C cn cn e-- r { e- e- I r I V_ J + '`� '`� + F- N CL CL �.. t CI CL Q N N { •r- d Q W C Q Q Q cn cn (n (n En V) U) w w cn cn 53. OF :)UBUC W m cn 547.02 LF » » KI "A" 9.96 LF OF PUBLIC WALL___-"' 7.92 LF OF PUBLIC WALL -J 10+00 11+00 SEE WALL SECTION »B" 12+00 SEE WALL SECTION »B» 13+00 ON SHEET 3 ON SHEET 3 C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE B.C. BEGIN CURVE A.P. ANGLE POINT E.C. END CURVE EX. EXISTING FP FINISH PAD ELEV. ELEVATION FG FINISH GROUND P/L PROPERTY LINE L.S.. LANDSCAPING AREA R/W RIGHT OF WAY C.O.B. CITY OF BAKERSFIELD T.O.M. TOP OF MANHOLE STA. STATION RAD. RADIAN TEMP. TEMPORARY STD. STANDARD -- - - - CENTERLINE ---------- -- PROPERTY LINE / RIGHT -OF -WAY --w-------------------- TRACT BOUNDARY Em mm IM sm PHASE BOUNDARY 14+00 15+00 16+00 17+00 SCALE: 1 " = 40' 40' 20' 0' 40' 80' 1 11,11,1116iip- - iip I 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 19+00 R1-1 TRAFFIC SIGNS - REFER TO STREET PLANS - PRIVATE 6' BLOCK WALL PER SEPERATE PLANS 2' W.F.E. PRIVATE LANDSCAPE - CONSTRUCT 6' BLOCK WALL I I 2.5' Q SURVEY MONUMENT O EXISTING SURVEY MONUMENT < wAm 6' BLOCK WALL Q m - - D PROPOSED STORM DRAIN PER SEPARATE PLANS SECTION LETTER-- FlNIS_HED_PAD VARIES 1.4% TO 2. AM A 4�fi9��i ......_.... _ .....� _ SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWN - PIPE SIZE - A SECTION 8"S UTILITY: SCALE 1 "=10' 2 Know what's below. W --WATER D --DRAIN Alll fordig. IIIIIIIIII PL 2" 2" CAP #5 CONT. IN BOND BEAM I II t (12" FROM TOP OF WALL) I 42.78' L2 #4 VERT. BAR 0 24" O.C. (CENTERED IN WALL) 1 SEALANT TO BE APPLIED O 3:: C2 (24" MIN LAP SPLICE) BY WALL CONTRACTOR 0:� 8°20'45" W LLJ } 32.80' z GROUT SOLID ALL CAVITIES LOT SIDE �"� } t-- Q M 0 16.42' 4°00'05" _Z w ti :2 t . J J o it. FZ 00 # 5 CONT. IN BOND BEAM I #5 "L" BAR AT 24" O.C. Z t (AT MID HEIGHT) TO EXTEND 24" FROM } UJ co 0o o © FP. 343.20 to � o w�o �"` + TOP OF FOOTING WN I e-1. i LJj r (CENTERED IN WALL) Z aM + 6"x 8"x 16" CONCRETE BLOCK }} (25" MIN LAP SPLICE) �_ ..JQ r _____ r .I cS STREET SIDE —�.,�•- I } r%`�f```�``� Y Y \• O ty 0 NEATLY GROUT 0 _j _j w W 1 i ¢NN 8"x 8"x 16" CONCRETE BLOCKLo } 1-V- I ¢ .12 #5 CONTINUOUS BOND W N to W Z 1¢— 1¢- I (12" FROM TOP OF FOOTING) 64 d' I o I 0 w •• 0 } o { M X P/L (TYP.) •I II 1 � Q 21 ....-- K w o LANDSCAPE GRADE-4� it VARIES (6" MIN) % w �4. < I.5» MIN .. ;,4.a.. 4 BAR 0 8" O.C. a. I II w q� N 3 EA. #5 BAR II II w 4. O. FINISHED 3"x 3"x 3" CONCRETE BLOCK 1'--O" 2'-2" 44- II CHAIRS SHALL BE .0 USED TO PLACE FOOTING RE --BAR I PAD GRAE .09 3' - 2" II WALL. SECTION "B" v HEIGHT: 9'—• 4" TO 10'-- 0" N.T.S. *MAX SPACING ON BOND BEAM REINFORCEMENT IS 48" O.C. PL 2" 2" CAP #5 CONT. IN BOND BEAM (12" FROM TOP OF WALL) } } #4 VERT. BAR ® 16" O.C. (CENTERED IN WALL) (24" MIN LAP SPLICE) SEALANT TO BE APPLIED BY WALL CONTRACTOR { GROUT SOLID ALL CAVITIES LOT SIDE 5 CONT. IN - BOND BEAM } # #5 "L" BAR AT 16" O.C. (AT MID HEIGHT) TO EXTEND 24" FROM } TOP OF FOOTING (CENTERED IN WALL) 6"x 8"x 16 CONCRETE BLOCK }} (25" MIN LAP SPLICE) STREET SIDE NEATLY GROUT 8"x 8"x 16" CONCRETE BLOCK } #5 CONTINUOUS BOND (12" FROM TOP OF FOOTING) LANDSCAPE GRADE VARIES (6" MIN) I 2% d TT{{ .�» MIN 4 #4 BAR 0 8" O.C. q 1 e 3 EA. #5 BAR a 4: -..� 3" 3"x 3"x 3" CONCRETE BLOCK 1'--0" 2'-2" CHAIRS SHALL BE USED TO PLACE FOOTING RE --BAR 4 2 0 0 O V) V U O J M d - X Q 14- wI rat, �.. 39-2*9 ►� *MAX SPACING ON BOND BEAM WALL SECTION C REINFORCEMENT IS 48" O.C. "" N.T.S. LINE TABLE o II t L1 N 0'48'09" E 42.78' L2 N 0°48'09 E �--- O 3:: C2 � 4 0:� 8°20'45" W LLJ 530.00' 32.80' 16.41' 3'3247" C4 t-- Q C1 16.42' 4°00'05" _Z w ti :2 t . J J o it. FZ 00 U U STATION Z t Ocn© . . a UJ co 0o o © FP. 343.20 to � o w�o �"` + N t �"'- WN I e-1. i LJj r PROPERTY Z aM + Z I TRACT BOUNDARY �_ ..JQ r _____ r .I cS LINE TABLE UNE BEARING LENGTH L1 N 0'48'09" E 42.78' L2 N 0°48'09 E 47.48' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 2000.00' 456.44' 229.22' 13'04'34" C2 500.00' 72.83' 36.48' 8°20'45" C3 530.00' 32.80' 16.41' 3'3247" C4 470.00' 32.82' 16.42' 4°00'05" EX. UNDERGROUND N TELEPHONE (PROTECT IN PLACE) s } 6' BLOCK WALL (SEE SHEET 2) PRIVATE 1 LANDSCAP Atli W .ri N �' I EX. 48"Sy cn I (PROTECT IN PLACE) �' N N co Z: ± QI t m (n -T, _.-- 6 oo N07rW 126. C2 ti I 2. 4% j 6' BLOCK WALL (SEE SHEET 2) C > a j M I - I 1 0 1 tl� D -0 M TYPICAL. FOR ALL WALL SECTIONS: TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE WHEN EXCEEDING 12" BEYOND THE FACE OF THE WALL. THE FOOLING SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF THE WALL. : TOP OF FOOTING CAN HAVE A MINIMUM OF 4" OF COVER IF IRRIGATION UNE IS PLACED BEYOND THE FOOLING. FlLL ALL CAVITIES WITH GROUT Al ■Oi ■■ w 4 W ■■ ■�10- 0- ci P/L (TYP.) w g 04 MLo~ C 00 c� C) / � z ,o a � U � / bo 00 U g 3..o6 c6 m M Ir - CN _J co CO oM IM Z z 10 w cn cn ` i M FP. 343.30 / /"-LINE OF SIGHT a I / �i + C3 voCN2__ N00°48'09"E 119.98'_} _ —. t-- w C4 N � 13+00 -r CURB & GUTTER 07 FL •� 34 60 F� FL FLOWLINE B.C. BEGIN CURVE A.P. ANGLE POINT E.C. L2 --• \ `UNE OF SIGHT t EX. EXISTING FP FINISH PAD ELEV. w FG to PA PROPERTY LINE L.S. LANDSCAPING AREA R/W w ti d \ CITY OF BAKERSFIELD N o it. FZ 00 �r-- J STATION RAD. RADIAN TEMP. I UJ co 0o o © FP. 343.20 to � o to :-- z z 0� dCA I e-1. i cn PROPERTY LINE / RIGHT--OF--WAY aM + Z I TRACT BOUNDARY �_ ..JQ r _____ r .I cS \Cn v i rte.. ���: wtn NN \• O ty I 9 ++Z ++ w W 1 i ¢NN 1-V- I ¢ .12 W N to W Z 1¢— 1¢- I ' 64 t¢-- F¢- W cn in w cn cn 0 o { M P/L (TYP.) •I II m l mA VRIVER WAY STA. 10+00.00 C.L. TO STA. 13+19.72 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL SPLIT FACE CONCRETE BLOCK COLOR: GREY t J J i ZUU O N c) U of rej w d - I V' + + W .ro � f Zh¢-H i V) V) t SCALE: 1 " = 40' 40' 20' 0' 40' 80' Lai Luigi Luigi ■■NE0[un ■■■■■r■w Iu� LEGEND.- LEGEND: ABBREVIATIONS ABBREVIATIONS C.L. CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE B.C. BEGIN CURVE A.P. ANGLE POINT E.C. END CURVE EX. EXISTING FP FINISH PAD ELEV. ELEVATION FG FINISH GROUND PA PROPERTY LINE L.S. LANDSCAPING AREA R/W RIGHT OF WAY C.O.B. CITY OF BAKERSFIELD T.O.M. TOP OF MANHOLE STA. STATION RAD. RADIAN TEMP. TEMPORARY STD. STANDARD -- - -- - CENTERLINE ---------- ---- --- PROPERTY LINE / RIGHT--OF--WAY ----------------------- �� TRACT BOUNDARY PHASE BOUNDARY TRAFFIC SIGNS REFER TO STREET PLANS PRIVATE 6' BLOCK WALL PER SEPERATE PLANS CONSTRUCT 6' BLOCK WALL SURVEY MONUMENT EXISTING SURVEY MONUMENT �i'��1�����Y SECTION LETTER A SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWN ,—PIPE SIZE 8"S UTILITY. W --WATER D --DRAIN 356 354 352 350 348 346 344 342 340 338 336 334 332 356 354 352 350 348 346 344 342 340 338 336 334 j 332 JJV UN shtti s 330 11+00 12100 ON SHEET 3 13+00 WEST MINAM RIVER WAY WALL (STA. 11+00.00 TO 13+00.00) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VER11CAL 358 356 354 352 350 348 346 344 342 340 338 336 334 332 33 1:io __4 g 9Uj > W z w Cl w Z ti. JU_ w0 t j �� O \Cn \• O ro N M w I. t6 co w W 1 i 14- cn 64 •I II �IIIIIIIII it II II I II II II f FINISHED 44- II !{ II I PAD GRAE IE o II v II II PAD GR DE © a, II Ir - I I L.S. GRADE II I L.S. RADE cl0 N O Cl II— c©U. rn 01) to vi o z Ci M M O Z r7 O O f"J (^J Ci OJw U_ _j M oMM U OO mWU_ � W��.. U_ wJ c� z z > >; W-�W� J O c0 O C� x-00 O F= OO t O I _ (30 flD U_ M M 'er d - CL N t- CL F- OOC14 cq L+- O J `CCN O ZO _j O cCrr% Orn cava O± ©NN gN z t m ¢ � ��TWU Lf U. w cnP c� • �¢ t • 05M LF OF PUBLIC W o PUBLIC WAL cn �.i cn cn SE WALL S CTION " EE WALL 70 356 354 352 350 348 346 344 342 340 338 336 334 j 332 JJV UN shtti s 330 11+00 12100 ON SHEET 3 13+00 WEST MINAM RIVER WAY WALL (STA. 11+00.00 TO 13+00.00) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VER11CAL 358 356 354 352 350 348 346 344 342 340 338 336 334 332 33 J:10 356 � 354 352 350 348 346 344 342 340 338 336 � 334 332 JJV ON shrxi s stcnoN �-c� 330 11+00 12+00 ON SHEET 3 13+00 EAST MINAM RIVER WAY WALL R.� (STA. 11+00.00 TO 13+00.00) E' ( 8' SCALE: 1" = 40' HORIZONTAL I I Z 6' BLOCK WALL , FINISHED PAD 2% MAX 2iq 1 2' 2' W.F. W.F. SCALE: 1" = 4' VERTICAL SCALE: 1" = 4' VERTICAL PROPOSED 5' COMBINATION SIDEWAIY---' PROPOSED CURB & GUTTER B SECTION INI"V SCALE 1 "=10' T., 1:io __4 W z w Cl w '�- 0 W 0 {.id �� O w 12 O w �IIIIIIIII I II f II II II !{ II FINISHED© v II II PAD GR DE © a, II Ir - I I II I L.S. RADE II— I Z C./ co cn O Ci TITpj M M oMM OM c� z_> c� z z > >; W-�W� � a.. > J F- F= J O I _ (30 flD U_ O 'er N N CL N rn L+- O O _j O cCrr% Orn �'O± O± ©NN gN z t c� • �¢ t • :< a . a ¢ o ¢ m ¢ cn �.i cn cn cn cn w cn 70 31 LF OF PUBLIC A PUBLIC WALL S E WALL EC11ON B SEE WALL J:10 356 � 354 352 350 348 346 344 342 340 338 336 � 334 332 JJV ON shrxi s stcnoN �-c� 330 11+00 12+00 ON SHEET 3 13+00 EAST MINAM RIVER WAY WALL R.� (STA. 11+00.00 TO 13+00.00) E' ( 8' SCALE: 1" = 40' HORIZONTAL I I Z 6' BLOCK WALL , FINISHED PAD 2% MAX 2iq 1 2' 2' W.F. W.F. SCALE: 1" = 4' VERTICAL SCALE: 1" = 4' VERTICAL PROPOSED 5' COMBINATION SIDEWAIY---' PROPOSED CURB & GUTTER B SECTION INI"V SCALE 1 "=10' T., �IIIIIIIII