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HomeMy WebLinkAbout1.4-7264r1►Ell 11r A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition -FOUNDATIONS A. For allowable soil bearing values refer to the Krazan Associates Soils Report KA No. 022-15111, Dated 10-26-15. CONCRETE A. Materials: 1. Reinforcing: Deformed ASTM A15, Grade 60. 2. Cement: Portland Cement, Type II, ASTM C-150. 3. Aggregate: ASTM C-33. 4. Water: Clean and Drinkable. B. Concrete Mix Design For Footings and Well Grouting: 1. Class "B" Concrete, 2500 PSI 0 28 Days. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2" Aggregate (max). 4-. 4-" Slump (max). C. Admixtures: Only as approved by the Engineer. r MASONRY A.Materials: 1. Concrete Block Masonry Units: A5 C-90 2. Reinforcing Materials: ASTM A615, Grade 60 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI 0 i days and 1800 PSI 28 days. C. Grout: 1. Strength: 1500 PSI 0 7 days and 2500 PSI 0 28 days. 2. Concrete block masonry units shall be dry and clean before grouting operation. . "Wet --setting" of the first course of block will be allowed. May 40LID -A- i tzm ♦ _r Ah A, r s i r ! ! i �i i • ♦i ss s ik �, .i- i i ♦ 1s -r ri • i IF • w►s +�-r " r♦ r i! ♦ r w , i r �i r i �► :!s i s oil •' ! -♦ i r , i r • ♦ , !s �r r •' i i i r A i �♦ i r r! i "' ii � r r i i "' , r •" , , •;" •" i " i • . si r > i R W! r ♦ i� " qW ♦. i! � x L A r ♦ i.. s • i i � i i • , � .. .. i ,. ! ! • � w :• ! r. r a. � • � � r i is ., I ETwA —RO3 -' _._.„,....�... -ter .�._... „.....,...:,.._ SEE SPECIALTY Vi I WALL DETAIL ON 4 5 , 6 THIS SHEET # '` LATERA COURT �`�` 7 0 12 1 11 1 10 j 9 Q to I- 1 i I $ rn 1 6 �1 1 2 3 I 4 1 5 6! �CC � 7 w— AL810N COURT 8 1 13 1 12 1 11 1 10 9 cr 14 1 1 6 1 1 2 3 4 1 g 1 7 I CASELLA STREET k $ to 1 13 1 12 1 11 1 10 9 iQ I I 6 r 1 2 3 4 5— � 7 I � DROYANA COURT 8 15 P # 6� ( 14 1 13 1 12 k ! Du 10 1 2 1 3 1 4 5 1 1 1 ' 6 { K N ICK STREET 0 1 7 Cr AASIi f_€ I I l 28 1 27 26 25 1 24 1 1 1 k 20 18 1 1 21 1 22 23 10 I i 1 1 1 ROVERTON COUR - J 1 12 ( 1 18 17 1 16 1 15 1 14 --- --I ti 1 13 I 4 3 1 2 1 1 16 Z 1 1 I t3 A I TAMBURLANE COURT 15 5 -- -- i 12� a:13 i 14 E t 0 6 k { x I W 7 6u ! N a 1 z C8 � z 10 t SUMP LOT N Z ®8 SEE SPECIALTY I WALL DETAIL ON / ® THIS SHEET cta CITY _ -M_•.�•. j arr Wr+arwr. e1 ry wsm�ewrw �4ne rM ..«. DENOTES SHEET NUMBER Y I 6"x 8"x 16' CONCRETE BLOCK �,,.--- LOT SIDE� a i I #4 "L" BAR AT 32" O.C. 0 L O C. 5 CONT, IN BOND BEAM 15(AT (CENTERED IN WALL) 0 > 10 MID HEIGHT} (20" MIN LAP SPLICE} 6 I (20" MIN LAP SPLICE) a1 W va SEALANT TO BE APPLIED BY WALL. CONTRACTOR STREET SIDE I ETwA —RO3 -' _._.„,....�... -ter .�._... „.....,...:,.._ SEE SPECIALTY Vi I WALL DETAIL ON 4 5 , 6 THIS SHEET # '` LATERA COURT �`�` 7 0 12 1 11 1 10 j 9 Q to I- 1 i I $ rn 1 6 �1 1 2 3 I 4 1 5 6! �CC � 7 w— AL810N COURT 8 1 13 1 12 1 11 1 10 9 cr 14 1 1 6 1 1 2 3 4 1 g 1 7 I CASELLA STREET k $ to 1 13 1 12 1 11 1 10 9 iQ I I 6 r 1 2 3 4 5— � 7 I � DROYANA COURT 8 15 P # 6� ( 14 1 13 1 12 k ! Du 10 1 2 1 3 1 4 5 1 1 1 ' 6 { K N ICK STREET 0 1 7 Cr AASIi f_€ I I l 28 1 27 26 25 1 24 1 1 1 k 20 18 1 1 21 1 22 23 10 I i 1 1 1 ROVERTON COUR - J 1 12 ( 1 18 17 1 16 1 15 1 14 --- --I ti 1 13 I 4 3 1 2 1 1 16 Z 1 1 I t3 A I TAMBURLANE COURT 15 5 -- -- i 12� a:13 i 14 E t 0 6 k { x I W 7 6u ! N a 1 z C8 � z 10 t SUMP LOT N Z ®8 SEE SPECIALTY I WALL DETAIL ON / ® THIS SHEET cta CITY _ -M_•.�•. j arr Wr+arwr. e1 ry wsm�ewrw �4ne rM ..«. DENOTES SHEET NUMBER Y • 1t ! • :.! ■II ll� �N ' � • !- • �r i 1 �" ` r : 1 A 1 i 6*X8"X16" SPLIT FACE J---- SUMMIT BRICK *SHEFFIELD 667" BLOCK /CMED AND SWD A !i i 1 ♦ ` i r r�l s ! r -•- s s •� ♦ • • .. ,. r i • PL IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD "i PUBLIC WORKS DEPARTMENT. SEALANT TO BE APPLIED BY WALL CONTRACTOR 0 I �,,.--- LOT SIDE� a o a I U) OD o C. — #4 "L" BAR AT 32" O.C. 10 W (CENTERED IN WALL) N (20" MIN LAP SPLICE) a1 • 1t ! • :.! ■II ll� �N ' � • !- • �r i 1 �" ` r : 1 A 1 i 6*X8"X16" SPLIT FACE J---- SUMMIT BRICK *SHEFFIELD 667" BLOCK /CMED AND SWD A !i i 1 ♦ ` i r r�l s ! r -•- s s •� ♦ • • .. ,. r i • PL IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD "i PUBLIC WORKS DEPARTMENT. SEALANT TO BE APPLIED BY WALL CONTRACTOR 0 I LOT SIDE----''� a o a I W 1 } ... #4 "L" BAR AT 16" O.C. 10 W (CENTERED IN WALL) N (20" MIN LAP SPLICE) a I #4 "L" BAR AT 16" O.C. 4 (EXTEND TO 20" ABOVE TOP OF FOOTING) BAR 0 32" O.C. -3 EA. #5 BAR 0 14" O.C. • N.T.S. *MAX SPACING ON BOND BEAM REINFORCEMENT IS 48" O.C. !t� 01 0 1 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE A A A , 1 F A I' i. • I I I• • { i EXISTING TRACT No, 15909 Uj co) 3 i- --------------------- ------------------------------------------- co cs C14 1 04 O ' 15.0' 1 EXISTING E.P. ' N •- N00.34'00�E - r 11+00 N00°50`26"E 12+ �- C) z <r a "� i 3+� _ - `14_ _ _ i5+ _ 1116.78' 16+00 "' #7+00 ;18+00 �; ; g — — — — -- — — - . — — — 19+ 0 20+00 21+ cn i �' U. � _ ./� `t _ _ -- ._......—.. -- — — — — — — -----.�_ ,� _ — — r r oo... 2z+ o Noo•5o z6�E W W EXISTING E. 241 �. TRACT BOUNDARY � N . _ -- --F , , -- =t - _ _ �, - $ � _ � INOO*49'10"E 1320.34'-„�--- _ p I a , , 'jr .. _ _. cw -- .- 98 TRACT MARY .49 N cs c> N :t io ;�. c,a cv to cv , cv 104 b- oo 0.242 -- __ llN0F' GH v Icoi �cv T= --s} 0.54%0.53 ,� - I L-- Q ce W LL cc N�°50'26"E 104.19 --_____________ —_ —_____ ,®__—_--___—___—__,______ — _—__---____________ _ ®________ �____ __y _ _ �� 80 ES ``�' � j � SIGN -- ® _ �N00'28 57"E 640.00 - — _ _ _ __ _ _ _ _ —_ _ -•- r ,�� o F� '' N0D 50 26 E 187.79' s « 2.0% , M tt I c7 $ ` ... ` N00 50 26 E . n .- -- — ` '«+ 4 4 2% 2% $ 538.00' 1 �►" ..._ ? it C cs i 4hi r t-- _ � 5 Z t ' C141 1 1 SNOW ROAD SHEET 4 gC1 8 + ABBREMA1 FL QNS FLOWLINE LS LANDSCAPING ELEV. W YY JJaiY^.-^ GRADE BREAK e©o ao 70 �Ui FINISH GROUND C1 00 W INTERSECTIONELEV. POINT OF V -j 8t"'t f } l i (n cn cn 0 EC �.} wG @�0000 y� s F Hi/A S Ii PAVEMENTA.P. '}:-� ta,//i13� /a ��i• � .E,y,,. G,p.1pl ��Iq ii(1 t p ki ♦♦pAA i + t a./ � V C)��}) C) + _7_ C4 04 7 [[4 i - REFER TO STREET PLANS pj t LH fp-n- EXISTING STREET LIGHT • w E:# 2% V J t w � � �-" 2 R 2 5� VRIES 04 t Q IV) cr;r� - � < (n Vi //mit LO 04 Z t ' C141 1 1 SNOW ROAD SHEET 4 *� T QU AIL �" EEK ROAL""J" +0. SCALE: HORIZONTAL ! I A tt s e 19 28 LINE TABLE ABBREMA1 FL QNS FLOWLINE LS LANDSCAPING ELEV. DISTANCE YY JJaiY^.-^ GRADE BREAK e©o ao 70 �Ui FINISH GROUND C1 00 W INTERSECTIONELEV. POINT OF VARIES LINEARLF ' `i VI W *� T QU AIL �" EEK ROAL""J" +0. SCALE: HORIZONTAL ! I A tt s e 19 28 9 co A yt�� VJ i ABBREMA1 FL QNS FLOWLINE LS LANDSCAPING ELEV. p� YY JJaiY^.-^ GRADE BREAK e©o ao 70 �Ui FINISH GROUND C1 00 W INTERSECTIONELEV. POINT OF VARIES LINEARLF ' `i VI W cn 0 EC 20 FINISH CONCRETEPA 27 F Hi/A S Ii 9 co A yt�� VJ NC*4 V) cn 1� (z N0 Z F- Q d I'm !� ABBREMA1 FL QNS FLOWLINE LS LANDSCAPING ELEV. st CENTERLINE GRADE BREAK 34'--3v ELEVATION FG FINISH GROUND STA. 1 W INTERSECTIONELEV. POINT OF VARIES LINEARLF ' `i N e 0 EC END CURVE: FC FINISH CONCRETEPA TE s' BLOCKWALL PROPERTY 1/en E.P. PAVEMENTA.P. 6' 2'1BLOCK �O�/ NC*4 V) cn 1� (z N0 Z F- Q d I'm !� ABBREMA1 FL QNS FLOWLINE LS LANDSCAPING ELEV. st CENTERLINE GRADE BREAK 34'--3v ELEVATION FG FINISH GROUND STA. STATION PI INTERSECTIONELEV. POINT OF VARIES LINEARLF ' `i BC BEGIN CURVE TP j.. TOP F PAVEMENT EC END CURVE: FC FINISH CONCRETEPA TE s' BLOCKWALL PROPERTY 04 E.P. PAVEMENTA.P. 6' 2'1BLOCK # SURVEY MONUMENT p @ EXISTING SURVEY MONUMENT SJW �ic 1 a I + STREET SIGN - REFER TO STREET PLANS C) METRO STREET SIGN - REFER TO STREET PLANS C>- STREET LIGHT (5800 LUMEN) - REFER TO STREET PLANS STREET LIGHT (9 500 LUMEN) - REFER TO STREET PLANS i EXISTING STREET LIGHT • w c" i 2% V J t w � � �-" NC*4 V) cn 1� (z N0 Z F- Q d I'm !� ABBREMA1 FL QNS FLOWLINE LS LANDSCAPING ELEV. Ck CENTERLINE GRADE BREAK 34'--3v ELEVATION FG FINISH GROUND STA. STATION PI INTERSECTIONELEV. POINT OF VARIES LINEARLF ' `i BC BEGIN CURVE TP j.. TOP F PAVEMENT EC END CURVE: FC FINISH CONCRETEPA TE s' BLOCKWALL PROPERTY � � E.P. PAVEMENTA.P. 6' 2'1BLOCK SURVEY MONUMENT p @ EXISTING SURVEY MONUMENT SJW �ic 1 a I + STREET SIGN - REFER TO STREET PLANS + METRO STREET SIGN - REFER TO STREET PLANS C>- STREET LIGHT (5800 LUMEN) - REFER TO STREET PLANS STREET LIGHT (9 500 LUMEN) - REFER TO STREET PLANS 0 USa EXISTING STREET LIGHT • w t I II I. •IIII.'1t<- jl, _ PLANS_. LEGEND ( NL): 1-1 TRAFFIC SI - REFER To STREET PLANS RESIDENTIAL DRIVEWAY - REFER TO STREET PLANS CONSTRUCT 6' BLOCK WALL -- _ TRACT BOUNDARY PHASE BOUNDARY - _ - MATCH LINE CENTERLINE EXISTING EDGE OF PAVEMENT LINE OF SIGHT SEC OON LE SECTION DESIGNATION SHEET WHBW SECTION IS SHOW Emm 671 45'Z-49 0 TTI'%%• • JLLI Itwi♦ i (SEE SHEET 1) WE _. i .. yam S I I VAKItzo 1 I! i I 48 34'--3v I VARIES MIN. 1'---- ( VARIES I CITY MAINTAINED 6 j t -•--VARIES V --2.s' TE s' BLOCKWALL 1 � � 6' 2'1BLOCK WI . p w SJW �ic 1 a I 2' WALL F001ING EASEMENT/HINGE POINT 0 USa * : a M/A/ PAD ```Z 2% V J t w � � �-" 2 R 2 5� VRIES 2� -�''� ELEV. * 2.0% MIN. TO 4:1 MAX. EX. A.C. EX. CURB & f PAVEMENT SIDEWALK QUAIL CREEK ROAD STA 10+93.70 TO 6 SCALE: 1" = 10' (HORIZ) IIIIN-A Know what's below, Call before you dig. I�IIIIIII U1 TRACT No., 6419 �9 it FUTURE CONSTRUCTION 41 ------------- 7 0 it tag C4 U) r- 411, + + 23+00 2 24+00 25+00 26+00 27+00 -------- 4— — 29+00 28+00 30+00 S00049'10*W 1320.34!-' 1 -- � - PA - - !�a 1-- - 32+00 114E SIGHT ---7—=, 33+00 34+00 C,4 -��SO�4 11-W 3 36+00 5+00 04 1320.30' LINE 04 31+00 00 OF .95 -!40 b, - SIGH 0.20% C-4 v t3t) ck: ��1=650 0.20% LINE OF 0.42% Ark, 030% 0.42% iI et ;PAD -- — — — — — — — — — — — — — — — — --- — — — F - g. TNOO*50'26*E-- h: Crl 515. --------- 2% ---------------- -------- NOO*50'26*E' 693.09 ------------------- Q V) < A; 2% 2% ARO/ 6 W.) 15 00 14 N 14 14* \N I v + + 13 Rg 1 40 C) 1-p 0 C3 -i / / -4- 8 Z Ut� ix BUILDING + W cn cr- Go SETBACK cr- z Ui t6 2% 2% z MR; 00 04 04 5 5 FROM ► 0 0-++ m• r 00 OIL LJNE ------- 10(0 L +,I !g _j c%j 04 1 c*4 00 to r -.-j -r-) , :� g: 1 15- -i < m 00 < ri 9 1 cd ad cn cn 0 py IJj cn I i I wg8 z 8-4- g +tt ":s 1 14- C� U++4, 2% 2% 6 = N 00 0i It - ""a (Cr - i {' { to 0 ++ 0-++ + + 14 13 + 2% H A/ 2% 2% to to n I I cr r, It -f-- - 1 1 cq N cq (n I I®w 13 z i<� < 12 MY) m 2 cn cn cn 2 (n cn cn 0 P A Q: 17--j A '09 DROMANA COURT CASELLA STREET .:—p ALBION COURT CREEKROAD QUAIL STA. 22+00.00 C.L. TO STA. 36+4 0.63 C.L. SCALE.- 1 50' HORIZONTAL 1 5' VER11CAL LINE TABLE '�, BEARING R/W 450 4, N 45*49"29 E�� R/W ` . ' � � ' iii N 45#5757" E LEQEN-Q;,.. LEGEND (cQbIL); LATERA COURTET10iMT ROAD r jc) H A/ r 'j SEE SHEET 4 R/W 450 4, R/W LEQEN-Q;,.. LEGEND (cQbIL); 34! 11' ABOREMA119K R1-1 TRAFFIC SIGNS - REFER TO STREET PLANS FL FLOWLINE LS LANDSCAPING ELEV. VARIES V-2.1' CITY MAINTAINED q CENTERLINE GB GRADE BREAK RESIDENTIAL DRIVEWAY - REFER TO STREET PLANS 6" CONCRETE ELEV. STA. ELEVATION FG FINISH GROUND13LOCK STATION PI POINT OF INTERSECTION CONSTRUCT 6' BLOCK WALL. 6' _I 2' WALL LF LINEAR FEET TC TOP OF CURB TRACT BOUNDARY z S/W —2' WALL FOOTING BC BEGIN CURVE TP TOP OF PAVEMENT m m EAENT/HINGE POINT SEM EC END CURVE Fc FINISH CONCRETE PHASE BOUNDARY 1 0 - .2. PA E.P. PROPERTY LINE R/W RIGHT-OF-WAY EDGE OF PAVEMENT A.P. ANGLE POINT MATCH LINE • 'i I I u! d V R 2t 2 X 2% 2- 1 PAD ELEV. CENTERLINE _12A SURVEY MONUMENT EXISTING EDGE OF PAVEMENT LEX. 2.0% MIN. TO 4.1 MAX. @ EXISTING SURVEY MONUMENT A.C. LINE OF SIGHT + STREET SIGN --REFER TO STREET PLANS SECTION LEM EX. CURB & GUTTER/ PAVEMENT SIDEWALK METRO STREET SIGN - REFER TO STREET PLANS SECTION DESIGNATION STREET LIGHT (5800 LUMEN) - REFER TO STREET PLANS 9711117 WNW 2 SEC TO IS SSHMOWN QUAIL CREEK ROAD ) STREET LIGHT (9500 LUMEN) - RffM TO STREET PLANS STA 21+66.83 TO 35+76.36rB---� EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SCALE: 1" = 10' (HORIZ) Know whafs below. can before you dig. • PL R ±14!-±30' LANDSCAPE EASEMENT TO THE CITY OF BAKERSF1E1,D W/ FINAL MAP I EXISTING R/W PER SALES - MAP OF LANDS OF KERN COUNTY LAND COMPANY W C1 C> 00 4101-80 FS ft 1 1 pppp� 0 7:PW— C4 co 00 15+00 6+00 1 4 to co ;n�j- I z C-4 9614 -'+OO C> C) L477 S��l 6 WJ 60 FG .0 FG ----- ----------- ------ V,4, 91 LS off ------- Ilk ,L: 88454!14�-�W_f -187. 7.OIL UNE 29 LS L$ cl 40MU .76 C4 N8854!31 'W` 597.92' 409.,61 is - - 11 ........... T y 4 G 18" DRAIN jg. f- - -- -- -- I- 14 0 Iqf AIN a C6 it SEWER i C> 77r 7 -- cow r15. 0' 4W. Wry b to co EXISTING E + + co W +00 v- 1TRACT BOUNDARY/ En w IN SECTION �SNOW ROAD 0 STA. 10+00-00C.L SNOW ROAD STA. 10+00-00 C.L. QUAIL CREEK ROAD H%JAD MONUMENT MQ8010: F�n 4� -�o P-7 IN:C11;0N 4 TO STA. 16+61.56 C.L. ' HORIZONTAL&N. 1/4 COR. SEC. 8, 17.295., R.27E., M.D.M. PER FILED MAP 7-1, FOUND KCS CONC MON. 5VERTICALC,4 IN LH DOWN 20" - ----- 424 FOUND 6" CONC MON. IN LH DOWN 12" I I r 6' CONCRETE BLOCK WALL 27 WALL FOOTING EASEMENTMINGE POINT 1.U/0 MIN. - n. N v - 2.0X__ 2.0% 1.57o MIN- 1,3.47. MAX. I PAD ELEV. 3.4% MAX. EX. GROUND PAD ELEV. R/W VARIES 8!_10' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER LANDSCAPE LOT VARIES <�16.5` > BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). ETCHART ROAD r 00 c TA 10+00.00 TO 16+61.51 4 j SCALE: 1" = 10' (HORIZ) 1 ADMEMA-11911S FL FLOWUNE LS LANDSCAPING ELEV. 'tQ _001 CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TC TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT EC END CURVE FC FINISH CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT SURVEY MONUMENT @ EXISTING SURVEY MONUMENT + STREET SIGN - REFER TO STREET PLANS + METRO STREET SIGN - REFER TO STREET PLANS C>- STREET LIGHT (5800 LUMEN) - REFER TO STREET PLANS STREET LIGHT (9500 LUMEN) - REFER TOSTREET PLANS I EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS R/W VARIES 8!_10' ±6'-8! LANDSCAPE LOT VARIES 60 SUMP LOT "AV X 1 140.89 FO Ic ----PROPOSED R/WREE OF SrWT=d-5-0,_ 12" SEWER CITY �'z COUNTY S88*54'14*E 660.19' 14+00 15+0016+00 17+00 STA. 10+00.00 C.L. TO STA. 16+62.92 C.L SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL (SE SHEET 1) (SEE SHEET 1) EX. ±62'-70- R/W VARIES ±54!-64! i 9' 4! VARIES I 30' ±41'-51' 1 1 is 1 SROW ROAD 10+67.58 TO 13+90.00.. Ift. I a: 1" = 10' (HORIZ) LEMID (QQNT.): R1-1 TRAFFIC SIGNS - REFER TO STREET PLANS a zl=� RESIDENTIAL DRIVEWAY - REFER TO STREET PLANS CONSTRUCT 6' BLOCK WALL TRACT BOUNDARY PHASE BOUNDARY mm Now== mmm mm� mmmm mmm mm MATCH LINE CENTERUNE EXISTING EDGE OF PAVEMENT - - - a_._....._...._._ - - - - - UNE OF SIGHT SECTM LEM SECTION DESIGNATION sw *UIE 2 SEC,nON IS SHM W z ±81 -1:3EX. A.C. 1� PAVEMENT I Lj n ---n MEDIAN CURB 2' WALL FOOTING - EASEMENT/HINGE POINT PAD ELEV. R/W VARIES W-10, - 11 ±7-8! ISCAPE LOT VARIES EASEMENT LEGEND PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. SK. 48, PG. 22 WIDE CITY OF BAKERSFIELD IRRIGA11ON PIPELINE > EASEMENT PER DOC. No. 0201118720 O.R. I20' WIDE DRAINAGE EASEMENT TO BE DEDICATED > TO CITY OF BAKERSFIELD WITH FINAL MAP. 20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). STANDARD •OIL CO. OF CALIF. PIPELINE LICENSE v6> AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY Z 1894 25' WIDE PUBLIC U11UTY EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD imTHFINAL MAP. 20' WIDE SEWER EASEMENT TO BE DEDICATED TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO S Mmz� ±IC -62' VARIES 1 ±49 Zl� VARIES EX. R/W 30' v US VARIES W z z ±8*- 91 IM VARIES 0 cl: VARIES W ce 1.5% MIN.C5 C-) U 3.47o MAX. cn QZ7— SNOW ROAD aSTA 13+90.00 TO 16+63.09 SCALE:(HORIZ) - EX.CURB PAVEMENT Know whars below. Call before you dig. A 1 'tQ _001 04 1. 4 _j C3 cs U_ C> >: I 0 L4 W :> >: !ti UWj it W qt _zl; - L U71 ck -0 . W W U_ C14 C%l I I >: _j 9 W Uj ti- - � S 1' 04 C*4 - v- coW ;9 0- + + to + _j W W cq z C3 10 Do + co OR + W + to w to 0 to z 04 + + c + Uj v- 4,4 + - %_ (3 to 0- < p Wz 00 w i/i C1+4 W 0 C3 m W W W W tA4 CLI 0-j< E • UJW W e -An V) cn C-0 V) 4— ' 6 *0 > f T 01D Go C) I I T_ r- pr P 00 GR�E -4z ---------- 77 OUND 2 FOR to -C-4 1 in� r-tran'). TOP OF oo-IING tc, 104 ;.ET nNUATiON 04 14* 1* F= 10 F= ---------- C-4 W U_ C> L W W a: W1 U4 I C4 0) m Uj C% C4 U_ C4 jfl _j U_ Uj U_ C1 _j 0- C; Crt 0- QD CO C4 co co C1 _j < 11+00 + + + + V_ 12+00 + C4 C14 C*4 13+00 1 -- _j 00 + + 14+00 + + to to 15+00 + z Ul) 0- 0)0) 3t ++16+00—+ Ul) U7 z (0 0 :j j W + to 17+00 ow- 0�-! I w _* , 0- W 0- <.,i W 1� a_ W -cc < 1--; f_o_ v o - W W cn cn W w ww W W �; wl to W 19 1<_ W m cn W m W cn W qox U) cn W W Uj W 74.77 LF 104.67 LF 119.74 LF 267.10 IF WAIL L SFCT10N 1 WALL SECTION 2 WAII SECTION 1 WALL SEC71ON 1 (SE SHEET 1) (SEE SHEET 1) EX. ±62'-70- R/W VARIES ±54!-64! i 9' 4! VARIES I 30' ±41'-51' 1 1 is 1 SROW ROAD 10+67.58 TO 13+90.00.. Ift. I a: 1" = 10' (HORIZ) LEMID (QQNT.): R1-1 TRAFFIC SIGNS - REFER TO STREET PLANS a zl=� RESIDENTIAL DRIVEWAY - REFER TO STREET PLANS CONSTRUCT 6' BLOCK WALL TRACT BOUNDARY PHASE BOUNDARY mm Now== mmm mm� mmmm mmm mm MATCH LINE CENTERUNE EXISTING EDGE OF PAVEMENT - - - a_._....._...._._ - - - - - UNE OF SIGHT SECTM LEM SECTION DESIGNATION sw *UIE 2 SEC,nON IS SHM W z ±81 -1:3EX. A.C. 1� PAVEMENT I Lj n ---n MEDIAN CURB 2' WALL FOOTING - EASEMENT/HINGE POINT PAD ELEV. R/W VARIES W-10, - 11 ±7-8! ISCAPE LOT VARIES EASEMENT LEGEND PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. SK. 48, PG. 22 WIDE CITY OF BAKERSFIELD IRRIGA11ON PIPELINE > EASEMENT PER DOC. No. 0201118720 O.R. I20' WIDE DRAINAGE EASEMENT TO BE DEDICATED > TO CITY OF BAKERSFIELD WITH FINAL MAP. 20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). STANDARD •OIL CO. OF CALIF. PIPELINE LICENSE v6> AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY Z 1894 25' WIDE PUBLIC U11UTY EASEMENT TO BE DEDICATED TO CITY OF BAKERSFIELD imTHFINAL MAP. 20' WIDE SEWER EASEMENT TO BE DEDICATED TO N.O.R.S.D. BY SEPARATE INSTRUMENT PRIOR TO S Mmz� ±IC -62' VARIES 1 ±49 Zl� VARIES EX. R/W 30' v US VARIES W z z ±8*- 91 IM VARIES 0 cl: VARIES W ce 1.5% MIN.C5 C-) U 3.47o MAX. cn QZ7— SNOW ROAD aSTA 13+90.00 TO 16+63.09 SCALE:(HORIZ) - EX.CURB PAVEMENT Know whars below. Call before you dig. A