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HomeMy WebLinkAbout1.4-7253 Ph 1 & 2,gig] 11[�LQi E S A N D 2 BAKERSFIELD, CALIFORNIA IN "_'T a m- - 01 -mi 10000 m'k'vj I TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART J. PATTESON RCE 44898 FAI itos-i�ow ik�#Nlii II"s 111 am PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER C 61069 BENCHMARK USED: TOP OF BRASS DISK ON TOP OF HEADWALL AT SOUTHEAST CORNER OF PANAMA LANE AND SOUTH "H" STREET NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION X 364 PID FU1624 ELEVATION = 349.00 (U.S.G.S. DATUM) THE BEARING • 89 SHOWN .R THE NORTH OF THE NORTHWEST ID • ri MERIDIANOF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND THE CENTERLINE OF TAFT HIGHWAY - COUNTY RD NO. 25 & 2387) AS SHOWN ON LOT LINE ADJUSTMENT •. WAS USED AS THE BASIS OF BEARINGS VICINITY MAP =21rommilM PROPOSEDLEGEND <5D SHEET INDEX NUMBER i ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS • PREPARED . •♦ . s • ` UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WIT THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY • r • r REVIEW BOARD. , . , ERRORS, w•- •• • - VIOLATION • THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA •- i arjvky 0. DURING CONSTRUCTION REFLECTED ON •-. ENGINEER. cito05395252 'NNN /J s Exp. GREGORYy{ ACK RCE 53952 DATE: • • MATERIALS LIST ESTIMATED • •. PLAN CHECK AND INSPECTION► e • NOT • BE USED FOR BIDDINGPURPOSES BLOCK WALL TITLE SHEET PHASE GENERAL NOTES M TAFT HIGHWAY TYPICAL SECTIONS 7'-4" WALL SUMP WALL 560 LF CHEVALIER ROAD PROPOSEDLEGEND <5D SHEET INDEX NUMBER i ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS • PREPARED . •♦ . s • ` UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WIT THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY • r • r REVIEW BOARD. , . , ERRORS, w•- •• • - VIOLATION • THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA •- i arjvky 0. DURING CONSTRUCTION REFLECTED ON •-. ENGINEER. cito05395252 'NNN /J s Exp. GREGORYy{ ACK RCE 53952 DATE: • • MATERIALS LIST ESTIMATED • •. PLAN CHECK AND INSPECTION► e • NOT • BE USED FOR BIDDINGPURPOSES BLOCK WALL PHASE 1 PHASE 0 7'-4" WALL 417 LF 560 LF 972 LF L.L l LF AIR= 11 A • - ` • ` - ' MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD(S) TO PREVENT EROSION ON THE SIDEWALK. TAFT HIGHWAY 2 3 _ J I 5 a Ij J � KEY MAP SCALE: 1'=200' L3m -N- UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 1.4-7253 Ph 1 & 2 W im s• � i• w ti 1 "'mi• y/ En W Z W U Z Lij Lj �C U rill w as i�► s 1 <C Z 0 H 0 L.L ry N /�C U 0 (f) ^ (n .z W L -Li Lli "5 n - BZW �F- tn 0 Z < >— < w 0 W r Z CL (J') r� n �F- <C N w U� U ry <t W v Q m Lj_ 0 U 1 Z 0 H ry U F- (n Lli U Lli D W 0 W r Z CL (J') OF 4 SHTS. A • ` • A • •` • ' A A •' A r r •r i rs Ai -A - • ♦ ; 9t ; 911 ; , ; n' y , a I IN In 1� I jj� 11; 11111111 a ;•iA • A r ! A rAr! A ! A • � �- � r -A- • a ; A ;! . . ! No p am r r: s ;. .; ;. ! ; ! . A i A r •' i • r • !! • ; i i • .A A Iwo A . A • r irr . ; r r; = ;r r; �r ..;r ;r ; !! •• A ; • r • • r A A ; ''• !• A A` • r r A A r r• •. . r , i ! A ;' ., ;. r � r . r � r Agri r r A� ;• ; A i ; ■�;i Of Of • ` • A MrD A � • • A ' A ! ` A • r • r i• � • ! A i i A • A ! i` • r A i � A • . ! • A ` A • A • ` A i •r ' i `A •' !• A f A • A 'A' i r'A A` ! . A ; • "' i` f A" • � ' A • � ` • ` r i A r A a Omlr i � i A A! A ' A` ` • A A r A` A r r A r • •• A . - i' A r i ��'. r A • r �Ii • A r A r • A� ; A ; r% A A A a A /, ;; . A A ; r A i i i A "' A A w ` ii r • i ii r • ` r • ` c A` Al A • • A A • ` • ` A !l�ii • , t A r A A rrrii i A f•. A wfr.; ! A y r r ♦ r A w r M A ;� y = . . ;. ! A ; r■ A � r. A it i i A •r A r r • r A � �' ! • rA s • law r i t ♦ A• r A! • ! • ! i A' .;a A,r , A - I 1 A A i i t A. �. r i ' ` ■ Arr A r a a r A • r i• A i r A. «� ;- A -Ar •r r •- r A! Ar • A Arrr• f r . • ` A ` `allf � X W (o o 8" CMU' � T- _I z 00 d- OMiT HEAD o v 1 JOINTS Q FG 00 o m *FG 4 4 n ° #4 CONT. TYP. . . (3 TOTAL) 4 4 LS PL TRACT 7253 #4 CONT. TYP. mm #4 @ 8" O.C. 3" CLR. TYP. 11 99 ' 9_79) 29 '699 z� CTR. 0 z 0 - w 0 d 1 Gr 0 X 2 Q mo v1 V) STREET SIDE 2" MORTAR CAP 0 offil •' A ' A r Q Z d- OMIT HEAD i JOINTS @ FG *FG LS PL TRACT 7253 #4 CONT. TYP. c� 0 w > > 0 #4CONT. @ co Q 2499 0. C. < Z X _ <C 0 00 I l #4 @ 16" 0. C. tC) CO MORTAR I FILLET #4 DOWELS (9"X33") 16" O.C., ALTERNATING If ' *FG ZF_ CTR. < 0 Z d- w 1 r0 V T_ Q 0 V) n. 44 d 4 4 4 0 #4 CONT. TYP. ° Q ° � I (3 TOTAL) a. n 4 �----- TYP. „ „ n.; 11 1 -7 >- 29_699 �- #4 @ 8" 0. C. X cn (o o ¢ (n X 00 ;`i, ;� CTR. 0 oc� v i OMiT HEAD U JOINTS @ FG o m *FG ° 4 a #4 CONT. TYP. (3 TOTAL) °4 0 00 #4 CONT. @ 24" O.C. C� 0 LL_ --------CONT. REBAR -MORTAR FILLET PER WALL DETAIL uiW > 0 #4 CONT. @ m Q 24" O.C. < zw :2 C) ,,,--- FILTER FABRIC � X Q 1 CUBIC FT OF i N < GRAVEL PER o U FOOT OF WALL 0 00 #4 @ 16" I I 0. C. 10 0 MORTAR BLOCK PER WALL DETAIL o z V) FILLET I, I I -#4 DOWELS (9"X33") @ 8" O.C., ALTERNATING W = W n - *FG 8"x8"x16" CONC. w #4 @ 8" O.C. 3" CLR. TYP. 11 99 ' 9_79) 29 '699 z� CTR. 0 z 0 - w 0 d 1 Gr 0 X 2 Q mo v1 V) STREET SIDE 2" MORTAR CAP 0 offil •' A ' A r Q Z d- OMIT HEAD i JOINTS @ FG *FG LS PL TRACT 7253 #4 CONT. TYP. c� 0 w > > 0 #4CONT. @ co Q 2499 0. C. < Z X _ <C 0 00 I l #4 @ 16" 0. C. tC) CO MORTAR I FILLET #4 DOWELS (9"X33") 16" O.C., ALTERNATING If ' *FG ZF_ CTR. < 0 Z d- w 1 r0 V T_ Q 0 V) n. 44 d 4 4 4 0 #4 CONT. TYP. ° Q ° � I (3 TOTAL) a. n 4 �----- TYP. „ „ n.; 11 1 -7 >- 29_699 �- #4 @ 8" 0. C. X cn (o o ¢ (n X 00 ;`i, ;� CTR. 0 oc� v i OMiT HEAD U JOINTS @ FG o m *FG ° 4 a #4 CONT. TYP. (3 TOTAL) °4 0 00 #4 CONT. @ 24" O.C. --------CONT. REBAR -MORTAR FILLET PER WALL DETAIL #4 DOWELS (9"X33") @ 16" O.C., ALTERNATING *FG --- WATERPROOF z ~ Z) Q SURFACE TO FG zw :2 C) ,,,--- FILTER FABRIC a I ry 1 CUBIC FT OF i N < GRAVEL PER o U FOOT OF WALL 1 4 Q w ° 0 I 4 3" CLR. i--- TYP. 11" 1'-7'$ v °- * HiGH SIDE FG VARIES 2'-6" NOTE: OMIT GRAVEL BACKFILL AND FILTER FABRIC #4 @ 8"0.C. FOR LESS THAN 2'-0" OF RETAINING. C 8'-0" WALL 2 END --SECTION N.T.S. * HIGH SIDE FG VARIES i rA f • •' 'A i ..;r . A i! • r . A is A r 0 J MASONRY TIES RETAINING & COVER LOWSIDE FGz 3: n_ PER WALL DETAIL_\N \ � W 11 " w n_ a 4 ° DRAINAGE MEASURES o FOOTING REBAR PER WALL DETAIL �i 4 PER WALL DETAIL 4.1 4 . 4 . 2'-6" D PILASTER --SECTION VIEW 2 N.T.S. CONT. REBAR PER WALL DETAILS w0 >11 0 UJ M0 <t o ww w w zW w� >V) • : • • • i W19141' 10 a ` MIMS 0 m ! A STREET SIDE ONE & ONE HALF --J LMASONRY TIES 8111 x16"" @ 16 O.C. CONIC. BLOCK EACH DIRECTION PILASTER --PLAN VIEW allow MY r km N.T.S. 2,_09, Palmetto Engin&er[ng Lad Surveying C) � Q 0-0 Q ULn ^()o ry w ©�I QU�?c�flN ry w'� Qco < � 00 �r m �.. 0 w OU® 00 U'*) '^ Z Q oa¢©cDao".-`'- o m m v co L. Fw--¢Q©i'—roc, <c ca c I-- <c ® 00 0 U ® —t) W --------CONT. REBAR Q 16" O.C. PER WALL DETAIL EACH DIRECTION O LL VERTICAL REBAR Q () N U PER WALL DETAIL >b- ow 8"x8"x16" CONC. O 6"x8"x16" CONC. MASONRY Q © MASONRY BLOCK F= III BLOCK PER WALL DETAIL o z V) cr_ui (— Lij STREET SIDE I, I I J < O I —I Q LLJ > W = W n - 8"x8"x16" CONC. w UU 0 co MASONRY BLOCK O - Q� PER WALL DETAIL ►- uO W (2 OR 3 COURSES) --Q c=r) C/) �Q U� U Lu Q = WATERPROOF TO Q W 0 HIGHSIDE FG � W Ca o w 4 OMIT HEAD 46 o s' JOINTS @z Q to w RETAINING & COVER LOWSIDE FGz 3: n_ PER WALL DETAIL_\N \ � W 11 " w n_ a 4 ° DRAINAGE MEASURES o FOOTING REBAR PER WALL DETAIL �i 4 PER WALL DETAIL 4.1 4 . 4 . 2'-6" D PILASTER --SECTION VIEW 2 N.T.S. CONT. REBAR PER WALL DETAILS w0 >11 0 UJ M0 <t o ww w w zW w� >V) • : • • • i W19141' 10 a ` MIMS 0 m ! A STREET SIDE ONE & ONE HALF --J LMASONRY TIES 8111 x16"" @ 16 O.C. CONIC. BLOCK EACH DIRECTION PILASTER --PLAN VIEW allow MY r km N.T.S. 2,_09, Palmetto Engin&er[ng Lad Surveying C) � Q 0-0 Q ULn ^()o ry w ©�I QU�?c�flN ry w'� Qco < � 00 �r m �.. 0 w OU® 00 U'*) '^ Z Q oa¢©cDao".-`'- o m m v co L. Fw--¢Q©i'—roc, <c ca c I-- <c ® 00 0 U ® —t) W z FINISHED GRADE O In Li W O W ry _ ._.._ ...� �.....�..__. ®.�. ®._._ ..� ..._. In t� F PILASTER --ELEVATION VIEW SHEET 2 N.T.S. 1.4-7253 Ph 1 & 2 2 OF q- SHTS. ry O LL Q () N U z O z F= III Li z V) 0 (n I, I I = w V ! O I —I Q W = W n - < UU 0 co Q� uO W W' C/) �Q U� U ry Q W W � � W Ca O U z FINISHED GRADE O In Li W O W ry _ ._.._ ...� �.....�..__. ®.�. ®._._ ..� ..._. In t� F PILASTER --ELEVATION VIEW SHEET 2 N.T.S. 1.4-7253 Ph 1 & 2 2 OF q- SHTS. CONSTRUCTION NOTES. 1. ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE NOTED. 2. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. EX. FLOWLINE SIGHT LINE PER C.O.B. STD T-11 & T-12 LEGEND ,-- = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC = CONCRETE CONST = CONSTRUCTION EC = END CURVE FGL = FINISHED GRADE LOT SIDE FL = FLOW LINE GB = GRADE BREAK LS = LANDSCAPE ---------------- 6 50' —_ 10+77.9�11 7 EX. BLOCK WALL 0 — — — — — — < I z to D 0- 0 m _j LLJ r < 0 0 r (10 u ul) m ul o w 0 0 o + I,- T- — 00 + 0 C:) rZ, a - C) V_ig LJ m C6+ , o Lj -i < r- V- _J + 0 V_ < TRACT M. m E 174.06' R/W = RIGHT OF WAY TOF = TOP OF FOOTING CTR = CENTER TOW = TOP OF WALL RETG RETAINING MAX = MAXIMUM MIN = MINIMUM FTG = FOOTING CLR = CLEAR WL = WALL SECTION HDPE = HIGH DENSITY POLYETHTYLENE PROPOSED LANDSCAPE LOT ST PROPOSED RW BLOCK WALL 10' F001ING AND IRRIGATION MAIN L c LANDSCAPE LOT I -CC EASEMENT WIDTH VARIES 6'-16' z :2 < 6" ICMu 10' 5' TRACT 6 LANDSCAPE -1 co AREA 7253 1 0- r X: 1 2: 2' 1 2 2' 2'1 E 0 /-GRADE ® 2:1 ,*'RIVATE IRRIGATION VAIN ]ftL,L TAFT HIGHWAY SECTION Owl I I" NOTTO SCALE PRIVATE IRRIGATION MAIN SIDEW LK CURB & GUTTEI Swr- NOT TO SCALE TAFT HIGHWAY 12+82.00 13 S89*32 65�L3' SIGHT LINE PER C.O.B. STD T-11 & T-12 �j PL 5.58' BLOCK WALL EASEMENT PROPOSED ST RW BLOCK WALL z < 4- 6" cmu j , 3LANDSCAPES 11 TRACT 039 LOT 1" 8' LANDSCAPE AREA 7253 lo Q-1 a_ 61 2 GRADE 0 2:1 FINISHED PAD 911 T; ��1� MA �) PRIVATE IRRIGATION MAIN SIDEW LK CURB & GUTTEI Swr- NOT TO SCALE TAFT HIGHWAY 12+82.00 13 S89*32 65�L3' SIGHT LINE PER C.O.B. STD T-11 & T-12 �j fa Z 20' 1 z ry m HEATHER MEADOWS'< ©Q DRIVE P5 0 V) w < + _j 10 V) J CJ - 0 z N, CL + 04 z -i j/ A /B"\ 0 - - - - - - - - - - - - -------- ------ SIGHT LINE PER C.O.B. STD T-11 & T-12 RIGHT—OF—WAY VIEWPOINT PER C.O.B. STD. T-11 & T-12 Imo- Q 0 11 ILO W11 14- (3 _j Q»u� 0- -j H P" F- uj M n x 06 on r- it cr to i- x0i L-�; m, go rl- V- L0 u- 0 U-) Z FL Li uj I V) M 0) 0 0 LLJ Li Z 0 0 o6 < CC) < . . . . . . . . . . :r . (7) . +- . R . . . . . . . . . . . . . . . . r- 0) CL + + + + + 356 .......... * ............. 9... � .................... 356 TCFW=354.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T6W=3153.33 352 .................................. .... .................... 352 00 .................. .11 * . .1.0 .. ­ I ...... 7-: 348 ................. ................... .... ....... OR, OUN, 0 PR. OF, ILi--*348 LOT 510E - . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN ROXIME PROFIL,J TOF=346.00 L FINISHZe,0 OR011RD PROFILE 344 ................. ......... STREET SIDE . . . . . . . . . . . . . . . . . . . . . . . . . 344 . . . . . . . . . . . . . . . . . . . . PRIVATE IRRIGA-n6N MAIR' . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 BLOCK WALL PROFILE -N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' a Im- a 0 : 1:10161 iC1 TYPICAL SECTION � 3 NOT TO SCALE 1' FOOTING EASEMENT 10+00.00 PITCHER VIEW COURT 11 12 13 I I I INSTALL 16' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13 INSTALL 6' HIGH CHAIN-LINK FENCE WITH REDWOOD SLATS - PER C.O.B. STD. DWG. D-12 & D-13 (TYPICAL AROUND ENTIRE PERIMETER- EXCEPT WALL PORTION) TRACT BOUNDARY 11+55.84 (30.00' RT)= WS 9+75.00 BEGIN FENCE 1 11+55.84 (55.00' RT)= WS 10+00.00 BEGIN WALL 37 38 11+55.84 (170.23' RT)= WS 11+15.23 ANGLE PT WALL PHASE 2 EAST LOT LINE PROPOSED BLOCK WALL PER TRACT 7253 'i -N- WALL PLANS" -N- HORIZONTAL: 1"=400 VERTICAL: 1 "=4' LIJ Z ry ©Q 0 0 10 V) rB j/ A /B"\ 0 p c� W C) c'! Il U- 10+00.00 PITCHER VIEW COURT 11 12 13 I I I INSTALL 16' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13 INSTALL 6' HIGH CHAIN-LINK FENCE WITH REDWOOD SLATS - PER C.O.B. STD. DWG. D-12 & D-13 (TYPICAL AROUND ENTIRE PERIMETER- EXCEPT WALL PORTION) TRACT BOUNDARY 11+55.84 (30.00' RT)= WS 9+75.00 BEGIN FENCE 1 11+55.84 (55.00' RT)= WS 10+00.00 BEGIN WALL 37 38 11+55.84 (170.23' RT)= WS 11+15.23 ANGLE PT WALL PHASE 2 EAST LOT LINE PROPOSED BLOCK WALL PER TRACT 7253 'i -N- WALL PLANS" -N- HORIZONTAL: 1"=400 VERTICAL: 1 "=4' LIJ 1.4-7253 Ph 1 & 2 SHEET 3 OF 4 SHTS. ry 0 rB j/ A /B"\ < p c� W C) c'! Il C) + Z C) C)� 0 ui w + 00 + cf) < ry < 1-- Lo �A M 0 bi Li Cf) Li 356 .......... co ui . ..... z < X.: z z < -.4- ......... at (P . ..................... 356 0 y u- � < W) + 0. 0 ui L0 V) -7 LLJ 0 1"5 n :D M ............ ..... .......... ..... ..................... Lij n 0 < >_ 352.... ... ..... .......... ..... ..................... 352 ry 3: < TOW=350.80 (TOW=350.80). 0— ..... FT . ..... ..... ..... ...... PROPOSED BLOCK WALL PER -TRAC-T-7253 -LL *PRIVATE .348 cf) L __j M I.-- INSTALL 6' HIGH CHAIN-LINK I"► WALL PLANS" -Lj < FENCE WITH REDWOOD SLATS PER C.O.B. STD. DWG. D-12 & D-13- - [" , �, . . . . . . . . . . . . . GROMMO Mfflff . . . . . . . . . . . . . . . . . . < m (Z 344* ... :344 0 L TOF=343.46 L (TOF=343.46). . . . . . . . . . . . . . . FINISHED GROUND PRORLE . . . . . . . 340.* . .. . 340 0 o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ila W CL LY. - 053 5 A" * .......... * ................ * ......... ........ * ...... 336 :0 IEXP. w336 10+00 11+00 12+00 EAST LOT LINE BLOCK WALL PROFILE AV 0 ry n 1.4-7253 Ph 1 & 2 SHEET 3 OF 4 SHTS. 000- CONSTRUCTION NOTES: LEGEND UJ 0 -tz THIS SHEET R/W RIGHT OF WAY 1 9 f LIBERTY RIDGE COURT -0 1. ALL STATIONS AND OFFSETS ARE TO BACK OF WALL AP = ANGLE POINT TOF TOP OF FOOTING U-) -1 0 __j rg -j c� a- C,� _j u - (LOT SIDE) ALONG LANDSCAPE LOT UNLESS OTHERWISE BC = BEGIN CURVE CTR CENTER < NOTED. CL = CENTERLINE TOW = TOP OF WALL o:: uj c� z uj 0- r-6 z Paimetto U-) uJ CONC = CONCRETE RETG RETAINING N z C14 0 Co Lo M < z Engineering Lo < .000 2. ALL PROFILE STATIONING IS BASED ON CENTERLINE CONST =CONSTRUCTION MAX MAXIMUM z "000 o rnDATA UNLESS OTHERWISE NOTED. EC END CURVE MIN = MINIMUM+ LOT 47 Lo 00 c6 Land Surveying (o BACK FOOTING LINE FGL FINISHED GRADE LOT SIDE FTG = FOOTING z o w I I D v- + + FL FLOW LINE CLR = CLEAR 0 BACK FOOTING LINE LOT 21 LOT 22 m G8 GRADE BREAK WL = WALL SECTION BACK OF WALL (o ,,-BACK OF WALL LS = LANDSCAPE HDPE = HIGH DENSITY POLYETHTYLENE < n. 2L m --'-FACE OF WALL m m Az m m 0 ut FRONT FOOTING LINE C) T— '*'�-FRONT FOOTING LINE < —� -- T IFACE WALL v- uj P- ` j A, 0 -0 --"��PROPOSED 24- PVC c5f) LL- C- X 'o N i LL - W -0 -c> \,PROPERTY LINE N IPROPOSED 10' WIDE OPENING IPROPOSED 5.58' BLOCK < N\ -PROPOSED 24" RCP IRRIGATION MAI ---�PROPOSED 5.58' BLOCK < IRRIGATION MAI LANDSCAPE LOT PROPOSED 5.58' BLOCK WALL EASEMENT WALL EASEMENT --- L— IN BLOCK WALL WALL EASEMENT (D C:) u) CL 00 < ry 0 r-1 V) I RIGHT-OF-WAY LANDSCAPE LOT 0 1 - PROPOSED 10' WIDE RIGHT-OF-WAY wCHEVALIER ROAD z I PEDESTRIAN ACCESS EASEMENT < uJ PROPOSED 5' ry rA-N� AREA DETAIL o6 WIDE SIDEWALK BACK OF SIDEWALK C:) 00 SCALE: 1"=5' c) ',,e' (o 00 n < co �d- M 00 CHEVALIER ROAD -000 rB-co "s� AREA DETAIL 0� 00 U-) C:> � -T'r =5 C:) q- SCALE: �� r -J <D m r- cfI ) M ---, 00 <, c� CD 00 z PROPOSED BLOCK WALL 0M PER TRACT 7253 m "PRIVATE WALL PLANS" a IN R.-mll 0 2 SIGHT LINE PER C.O.B. STD T-12 SEE DETAIL A 37 6+74.15 SIGHT LINE PER C.O.B. STD T-11 & T-12 650 ro Lo W +U) CL MiIIIIIIIIIIII "m _j ryp _jw �- -j (n 1*— m _j cr- < i U) 0 00 z U) -1 -j ll� cl- CD a- 00 Z 12 CL -j za: 06 0 -j ul C) co uj u C) -j mo oo r- PITCHER VIEW 00 Lo 6 Z V-- 0 < ui •Ld COUR co 0)T r- 00 610 1 r- oo 1► 20' 20 1ii0 LLJ CJ U-) +- -j --3-4-4-30f FG9 44.30f -LSA C,j Q - Lo 1-0 LH 01) X 00 < c + LLJ z 4 n Lo 0 (.5 C/) C) 1—o ry u 0 l :: 00 x Ld z C) 0 ILI W WN ml ro M: 1*— m cn + + z C) (n Q- 12 CL 0 J -j -j C) I-- 6 00 < ct� +PROPOSED 3' WALL AND 0) FLANDSCAPE L • N0039'39"E 10 � CHEVALIER ROAD 1 bi z Li m of CN 0) I 04 W _j + I-- < ct� + QL 0 > ::D +1 cn 0 < 3: 0 LLJ CJ U-) +- -j C) C,j Q - Lo 1-0 LH 01) X 00 < x0o (7! Z + LLJ z 4 n Lo 0 (.5 C/) C) 1—o ry u 0 l :: 00 x Ld z 1 L SIGHT LINE PER C.0-13 4 STD T-12 & T-12 u-1 amr.o nounwam ml VIEWPOINT PER C.O.B. E ES 1 -2 STD. T-11 & T-12 P H A Lij 24" IRRIGATION MAIN. 0 (� ONLY SHOWN FOR _j C.- -i cy- CLARITY.) SEE IRRIGATION _j _Jw PLANS FOR DETAILS ry -j c03 < D C14 C) Z 04 0-, ul uj 0 ry 0 to Mo bi z >- m of CN 0) 0) 04 W _j + I-- Lli + QL 0 + +1 22 a_ 8 m -j 0 m n -j C) 17 Lu Q 0 C,() n Lo 0 n ry C/) 1—o ry u 0 l :: 00 x Ld z C) 0 00 cr W C14 (n ry c� Ld 13 W 0 C) 0 + 21 0 F-- U V) (on C' < r y G ry < m CL-I+Qsn C—N 0 L SIGHT LINE PER C.0-13 4 STD T-12 & T-12 u-1 amr.o nounwam ml VIEWPOINT PER C.O.B. E ES 1 -2 STD. T-11 & T-12 P H A Lij 24" IRRIGATION MAIN. 0 (� ONLY SHOWN FOR _j C.- -i cy- CLARITY.) SEE IRRIGATION _j _Jw PLANS FOR DETAILS ry -j c03 < D C14 C) Z 04 0-, ul uj 0 ry 0 to Mo • ME 14 Nil0 X FUTURE COMMERCIAL (NOT A PART) rB "'N /0,B A B B'A'Q 2 2\,,2 \,2 UJ UJW W e�.-j 9 �- _j _j I-- _j I-- _j R: I-- - _j _j -i _j _j i�? 12- -J -J < -J -J u- -i _j u- -J -i -j -J -i -J < . I-- - . - ft 3c: o a- -00 0 110 -0 "o ire m r- C.0 C-4 ft* to to ul -j ul -i U-) oq p 0) Z ul ul -j ul ul 0) 17 ui r- J c' C) O z ol -j to -j 00 a * _j 4 _j < 00 Z o6 0 (Ni CV C-4 -j c� a- CV -i n V) to Z .4- (D .14- z c� CL C,4 _j C,� J c� Q- U) -j -i Lc) < U) U-) Lo L0 cjo LLJ (o M Ljj < Lo L0 ul U-) U-) < to u-) LLJ 0 m A ul LLJ LIJ LLJ 1-0 1-1.0 ui %-" 3: 1-o -j -i -i C) CL vs 0 0) W (::> ui 00 0 r- 00 CD tc) ui 0 00 0 C) m (m cy) ol ui 0) LLJ 0) cv z (D (D U-) z 00 o z a. 00 CD 0 a_ (7) z 0 0- 17 to to to tc) 0 a CD 0 Lci < L(i Z (:3 z od < vi cq < (6 z j 4 < c 5 0) 06 00 00 06 z o6 z 00 r�- (=> < (o < 0) r- 0) n < 0) 00 1 < oc) < v- + + +m + + + + + X: + + + + + + + + +m + (o 00 00 00 cr) C-) (7) v— c*q 04 re) 0 L0 v— v— u- n Q- 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 -TOW=35r2.13 TOW=351.13 . . . . . . . . . . . . . . . . . TOV*35T.47' . . . . . . . . . . . . . TOW --351.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -TOW;r--351.80 . . . . . . . . . . . . . . . -TOW--351.180. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW=351.13 350. .. . . . . . . . * . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 2 Cl co* . . . . . . . . . . .. .. I . . . . . . .. r . . . . . . . . . I . . . . . .. moi-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co to. FINiSNED GROUND PROFILE T-1 FlNlSNED OROUNO PROFILE 346 (L 0 " 5/, oz )- FINNH0 P�OqNP e�O�ZC FINISHED GROUND PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (zor slDv . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I , -1 1 1 * * . . 5190 . , . 346 (L 0 T Smoo - -------------- * ------ - -------- ------- ------------- f-.- --- --------------- t ---- I. - ---------- ------ TOF=344.80 — — — — — — — — — — — — — — — . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - 77 OR/ (STREFT SIM) - — — — — — — — — -- CXSION FL 0 #f IM PRORL f TOF=343.80 TOF='Y4TBT •DiSION ,FL M. PROFILE FIA WED GROUND PROFIL f - 342 . . . . . f1-N1S11,e,0.0R0VN,0 PROfl-44-. ........................................................................ ................................................................................................... 342 (SIRrICT Sxoz) ................................................................................................................................................................................................. 338 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 338 ................................................................................................................................................................................................. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 BLOCK WALL PROFILE HORIZONTAL: 1"=40t VERTICAL-. 1 "=4' M- bi z >- m of CN 0) 0) 04 W Lo w Of r, < + I-- Lli + QL 0 + +1 22 a_ 8 m -j 0 ry n -j C) LJ Q 0 C,() LLJ 0 n ry C/) F-PR.OPOSED_3j WALL AND • ME 14 Nil0 X FUTURE COMMERCIAL (NOT A PART) rB "'N /0,B A B B'A'Q 2 2\,,2 \,2 UJ UJW W e�.-j 9 �- _j _j I-- _j I-- _j R: I-- - _j _j -i _j _j i�? 12- -J -J < -J -J u- -i _j u- -J -i -j -J -i -J < . I-- - . - ft 3c: o a- -00 0 110 -0 "o ire m r- C.0 C-4 ft* to to ul -j ul -i U-) oq p 0) Z ul ul -j ul ul 0) 17 ui r- J c' C) O z ol -j to -j 00 a * _j 4 _j < 00 Z o6 0 (Ni CV C-4 -j c� a- CV -i n V) to Z .4- (D .14- z c� CL C,4 _j C,� J c� Q- U) -j -i Lc) < U) U-) Lo L0 cjo LLJ (o M Ljj < Lo L0 ul U-) U-) < to u-) LLJ 0 m A ul LLJ LIJ LLJ 1-0 1-1.0 ui %-" 3: 1-o -j -i -i C) CL vs 0 0) W (::> ui 00 0 r- 00 CD tc) ui 0 00 0 C) m (m cy) ol ui 0) LLJ 0) cv z (D (D U-) z 00 o z a. 00 CD 0 a_ (7) z 0 0- 17 to to to tc) 0 a CD 0 Lci < L(i Z (:3 z od < vi cq < (6 z j 4 < c 5 0) 06 00 00 06 z o6 z 00 r�- (=> < (o < 0) r- 0) n < 0) 00 1 < oc) < v- + + +m + + + + + X: + + + + + + + + +m + (o 00 00 00 cr) C-) (7) v— c*q 04 re) 0 L0 v— v— u- n Q- 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 -TOW=35r2.13 TOW=351.13 . . . . . . . . . . . . . . . . . TOV*35T.47' . . . . . . . . . . . . . TOW --351.80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -TOW;r--351.80 . . . . . . . . . . . . . . . -TOW--351.180. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOW=351.13 350. .. . . . . . . . * . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 2 Cl co* . . . . . . . . . . .. .. I . . . . . . .. r . . . . . . . . . I . . . . . .. moi-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co to. FINiSNED GROUND PROFILE T-1 FlNlSNED OROUNO PROFILE 346 (L 0 " 5/, oz )- FINNH0 P�OqNP e�O�ZC FINISHED GROUND PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (zor slDv . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I , -1 1 1 * * . . 5190 . , . 346 (L 0 T Smoo - -------------- * ------ - -------- ------- ------------- f-.- --- --------------- t ---- I. - ---------- ------ TOF=344.80 — — — — — — — — — — — — — — — . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - 77 OR/ (STREFT SIM) - — — — — — — — — -- CXSION FL 0 #f IM PRORL f TOF=343.80 TOF='Y4TBT •DiSION ,FL M. PROFILE FIA WED GROUND PROFIL f - 342 . . . . . f1-N1S11,e,0.0R0VN,0 PROfl-44-. ........................................................................ ................................................................................................... 342 (SIRrICT Sxoz) ................................................................................................................................................................................................. 338 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 338 ................................................................................................................................................................................................. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 BLOCK WALL PROFILE HORIZONTAL: 1"=40t VERTICAL-. 1 "=4' M- 1.4-7253 Ph 1& 2 1 4 OF 4 SHTS. I z 0 0 I-- Lli QL 0 Lli N 3952 0 ry n V/Q LJ LJ 0 C,() LLJ 0 n ry C/) <>- = ry L_j n 0 < —1 Cy 0 < > 0 ry c� Ld < N W 0 C) 0 LiJ I--- I I M 0 F-- U < y ry < m II 0 1.4-7253 Ph 1& 2 1 4 OF 4 SHTS. I z 0 I-- Lli QL 0 Lli N 3952 0 n LLJ LJ 1.4-7253 Ph 1& 2 1 4 OF 4 SHTS. I