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HomeMy WebLinkAbout1.1-5900_1.1_REVt lI IL N. 13ASJ`N 0 DESCRIPTION: o SIN. 130TTOM ELEV. =319.0 x 3 LUME REQUIRED=1.11 AC -FT -~--- :LUME PROVIDED=1.4.7 AC -FT. :S. EL M-324.51 T P OF BANK" ELEV.=330.0 9t "`EMP f RETENTION , 15 NBASIN 0 c .1504: te c> ° RETURN EL GRADE. o C�?t1�1'FIE: P'ARK. VAY SCR=328.45 TRANSITION_ TAPER DATA STATION m OFFSET .FROM C L CURB & GUTTER FL 21+57.83 "63.00' LT .21+67,83.62.84',LT Q C �- N 21 +77.83 62:37 LT. 21+87.83' 61.,59 LT. 21+97.83 60.50 LT. 22+07.83 59.25 LT. .22+17.83: 58.00 LT. 22+27.83 56.75 iT. 22+37;83 55.50 LT. .22+47.83 54.4`1 LT. 22+57.83 53.62 'LT. 22+67.83 53.16 LT. 22+77.83 53.00 LT. C L TANGENT DATA FLOWLINE CURVE DATA LINE I LENGTH BEARING CURVE LENGTH I RADIUS :TANGENT DELTA - L1 _2940.14,[_S89 -25'297E C1 47.121 30.001 30.00. 90'00100" 14 (MAJOR RC RUS - PHASE 1.2) 1/44=328.64 1/? A 328,83 3/!4 A 329,01 £t�R= 29.201 53 16 I M 33 J>el f : �( f-- ! o !!) ,.f...�,�.� til 3.3x'1 Fs ,ER t" i€ l P !' ii ,tt 'o r LU _j Q m : CJ 1" t . , AM tt t., t t' <) � t f rf .. ►� + `13. as cfl o - > !'t t C-4 '` o .f"� `�. i Q 1 10' R/W t Lj ao t J. s ago a to... M to ,� a ! r, _ ` }t !' N7 ,» ,...M �� M �� O tjj i fr 0 r + tt s �-. _ w ,� f, r ! et Q t ,, r r!� W eo �` l ,. . - �'� V g 1 49' t + W vV0. { '� _ Z - _ i - _ _ _ r i € `� i � C� © tt V) �� ¢ Y' �}'� �{-/ E !'r, ; ttt�•� tt` ref €', Ca Cil t. J, cy - ' r _ ._ _ _ '`� -- + # w ' �� , -` ,- �-.� f- #-- r :u .Q12 ^� « C9 S M •'' v' "� v ra P! . X1,1 �-+ `V w • .. i !o t`' ,_ .` �rn f23 _ c 7 �c'-i3 c>r ¢ 4� - ': ; . - 2 cn r� z "� �� 1 r M 7 12 Q ^� ` ,`''� �{ 7 w--- --- ... _.. .._ .... 1 1 Q` < 6 cn �� � (� �.` .+ +�w�rww .M tl► r, .w f ; r .Iw �NwlYwr �► w. +r w .� MA w wwrr. .� wM ww •"o•�•w•.x' .gl.r..r..w. � t - 1 f RET,RN FL G. 8'' 4J BCR=329:2 `-' -- 4 _ 11 - --=- - -_� _ .�. -- - - =" - - - - -- -8_. -- -- ------ 3_2.4 _ __ yr n�1 , __:L �.. +1 ctf` i` '; - �s �' _y�---------OL--SEE f�------- - ----- - ____-}..___ -__- _ __ _c9•'��- ---------___ 1 /4 b32,01 ,�. '� _ _ _ _ , _ E w - , _ SEE WATER PLANS 1/2 A=32836 a:� 40 �5: �' � ��. 1 ��,� 3/4 b =328.50 M _«_ . ._.-...._...._. - ..._._........•...._.......�........ - .a- , �• y w " � a _ ECR= . _ _ - _ 328.24� _ _--. {_' V) - .E _ _ - . - ...._._._. _. ... , - ..... .- _ _ _ �3. ' _ F`-- � sir••-....l�;-�,,,� _------------ Oil -STA. .19+C3O�;%. ISA LANI* 6 »`Uj , i ``•� z / J, Jai .�f ✓ G'7tJ�., r'^ , �- �t .�[, x , 3! i i ! }r ftt� r1 h4,� > ,r `�•t ttt I` . { `�` •,......« ....r' "x •y! 1t./`1 .•.,,.,..,. i ^• >�j {ti,._i,, J! { yam+ f fv' �` \, 4 33.1. ti i f X ` `.Af'f �r { t F- .31,4" � � + t € � ;- �.9tJ' E'"!""�NAMA LAN G s NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. .EXIST. EP GRADES,. (12 ` FT LT), :- n W) n DROP. GUTTER FLOWLI'NE 0), 06 GRADES (LT) 330 1 „-50,y0 50' 75' 100' 1 "-5'V�. 325 FL=322.73(18") -- 320 18" -DRAIN S;4-00.16 31•,5 3 1: 0 1,- - 1_�Ji' 1 U_ 305 G3Q 00 O 6 M (MH)RIMt 329.30 3L,°=323 51 FL=322. C PLACE 430 LF OF 24" .C.P., CL -111 W/ RZW. DRAIN PIPE, =0.0053 , � � f �3 4d t�. --- _3 � Q O O M t co aCj p 00 { M ?a. 19 20 21 22 17 I 23 LACE 330 L OF 24" R.C.0, CL -111 R.G.J. D N PIPE, S=0017 24 28 ----PLACE 322 LF OF 18" R:C.P , CL -111 FL=32 .9824"� R.G.J. DRA N PIPE, S=O. } 01.7 1 z 1 1 E U i s 7 w 26 27 28 29 U 6 moi` El) N 6 m Q a3 r` r`- 00 M C� F_ a) Q C �- N n N 0 N Ni st •- V_ ft3 to � FLOWLINE 0 co M Pry M © � 6 Q O M M O M Q 6 © t 3 r- ry •- M t•- .- r M .-- .-- •- .- ,- .- •-- 325 18" DRAIN PIPE t+i • S=0.0017 e rrs { 320 �i (000 to sf? co h 04 CO 40 00 N f) coax +3 't GC) Q0 CID co tai eV C 0; 0; Ci ti 0i , .0; CaM 17) M C?) JhV N) Oa O p t7 M re) M r7 • EXISTING {"RADE AT CENTERLINE EXISTING EP GRADE (12 FT LT) PROPOSED GUTTER f LOW INE GRADE (L ) RI =330.37 EXISTING GROUND AT GUTTER FLOI LINE (LT) RIM=331 03 ... _ ... ;:-:.xv� :,�,:•sunu asp: was, acme.:• • ::�r•...xx s�a.••� ..._., s::r.: ... <rr._ _ ... .......«. ........,.,. ...«. ....,......, � ..«........ r..�.....«_.:(��.�y ..•....... ..«....._ .^:�,x... _.......... t ... wfsf 1)R A.7 I r- HGL,,,=32 6.21 PLACE 430 LF OF 24" .C.P., CL -111 W/ RZW. DRAIN PIPE, =0.0053 , � � f �3 4d t�. --- _3 � Q O O M t co aCj p 00 { M ?a. 19 20 21 22 17 I 23 LACE 330 L OF 24" R.C.0, CL -111 R.G.J. D N PIPE, S=0017 24 28 ----PLACE 322 LF OF 18" R:C.P , CL -111 FL=32 .9824"� R.G.J. DRA N PIPE, S=O. } 01.7 1 z 1 1 E U i s 7 w 26 27 28 29 U 6 ' 315 310 305 U Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-328'8 Tel. 91.6:569.2500 . Fax. 916.921,9274 www.stontec:com StO Copy, ht Resimed The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shalt be reported to Stantec Consulting Inc. without" delay. The. -Copyrights to all designs and drawings are the *property of Stantes Gonsr�lting Inf:. Reproduc#ion or us$ for any purpose o#trer than that authorized' by. Stantec- Consulting Inc. is forbidden. I?,onshuction Notes CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.D.S. NO. S-1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3. CONSTRUCT STANDARD BARRICADE END OF STREET PER C.B.D.S. CONSTRUCT HANDICAP RAMP, CASE A. PER C.B.D.S. NO. S-41. O CONSTRUCT STANDARD SURVEY MONUMENT PER C'B.D.S. NO. S-29. EXISTING POWER .POLE TO, BE REMOVED/RELOCATED BY UTILITY COMPANY 'AT EXPENSE OF DEVELOPER. tJ7 CONSTRUCT TYPE "A" CATCH •BASIN PER C.B.D.S. NOS. S-12.& S-14- F Q PLACE POST TYPE STREET'SIGN PER C.B.D.S. NO. S-40. USE 1500 FT. RADIUS, CURVE AT CURB ANGLE POINTS' FOR SMOOTH TRANSITION (TYPICAL), 1O PLACE 2-3" 0 PVC, SCHEDULE 40 CONDUITS, AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL "LOCATION PER. C.B.D.S. NO. T-33. 11 CONSTRUCT TYPE "B" MANHOLE PER C.B.D.S. NOS. S-21. 12 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT -WITH WIRING AND PULL BOXES FOR FUTURE: TRAFFIC SIGNAL INTERCONNECT PER C.B.D.S.. NO. T-34. 13 PLACE 125 LF OF 24" R.C.P., CL -III W/ R.G.J. DRAIN PIPE, S=0.0252 FL AT Mfi=332.15 FL AT OUTLET STRUCTURE -_319.00 14 CONSTRUCT OUTLET STRUCTURE PER C.B.D.S. NOS. S-9.. 15 CONSTRUCT TEMPORARY CONSTRUCTION FENCING (6' HIGH CHAIN LINK , S-10)" AROUND TEMPORARY BASIN. 16 CONSTRUCT .STANDARD CHAIN 'LINK FENCE GATE PER C.B.D.S. NO. S-11. Revision L ' By Appd. hate own. Chkd. Dsgn Date EXIST. EP GRADES (12 FT LT) N PROP. GUTTER FLOWLINE GRADES (LT) ZIM=331.67 330 FL=326.16(18") 325 18" DRAIN PIPE • S=0.0017 320 ' 315 310 305 U Stantec Consulting Inc. 2590 Venture Oaks Way Sacramento, CA 95833-328'8 Tel. 91.6:569.2500 . Fax. 916.921,9274 www.stontec:com StO Copy, ht Resimed The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shalt be reported to Stantec Consulting Inc. without" delay. The. -Copyrights to all designs and drawings are the *property of Stantes Gonsr�lting Inf:. Reproduc#ion or us$ for any purpose o#trer than that authorized' by. Stantec- Consulting Inc. is forbidden. I?,onshuction Notes CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.D.S. NO. S-1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3. CONSTRUCT STANDARD BARRICADE END OF STREET PER C.B.D.S. CONSTRUCT HANDICAP RAMP, CASE A. PER C.B.D.S. NO. S-41. O CONSTRUCT STANDARD SURVEY MONUMENT PER C'B.D.S. NO. S-29. EXISTING POWER .POLE TO, BE REMOVED/RELOCATED BY UTILITY COMPANY 'AT EXPENSE OF DEVELOPER. tJ7 CONSTRUCT TYPE "A" CATCH •BASIN PER C.B.D.S. NOS. S-12.& S-14- F Q PLACE POST TYPE STREET'SIGN PER C.B.D.S. NO. S-40. USE 1500 FT. RADIUS, CURVE AT CURB ANGLE POINTS' FOR SMOOTH TRANSITION (TYPICAL), 1O PLACE 2-3" 0 PVC, SCHEDULE 40 CONDUITS, AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL "LOCATION PER. C.B.D.S. NO. T-33. 11 CONSTRUCT TYPE "B" MANHOLE PER C.B.D.S. NOS. S-21. 12 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT -WITH WIRING AND PULL BOXES FOR FUTURE: TRAFFIC SIGNAL INTERCONNECT PER C.B.D.S.. NO. T-34. 13 PLACE 125 LF OF 24" R.C.P., CL -III W/ R.G.J. DRAIN PIPE, S=0.0252 FL AT Mfi=332.15 FL AT OUTLET STRUCTURE -_319.00 14 CONSTRUCT OUTLET STRUCTURE PER C.B.D.S. NOS. S-9.. 15 CONSTRUCT TEMPORARY CONSTRUCTION FENCING (6' HIGH CHAIN LINK , S-10)" AROUND TEMPORARY BASIN. 16 CONSTRUCT .STANDARD CHAIN 'LINK FENCE GATE PER C.B.D.S. NO. S-11. Revision L ' By Appd. hate own. Chkd. Dsgn Date W W C L TANGENT LINE LENGTH BEARING Ll 2940.141. S8T2_W29"E L2 2640.22 S8975' 1,9"E b z Q r C) EXIST. EP GRADES (12 FT LT) PROP. GUTTER C9 FLOWLINE GRADES (J) mll i to 0 . LO rll� Cli co N CV CV C14 04 C*q C14 N M i C14 I co Iq 04 fn rn to A A to 0 . LO rll� Cli co N CV CV C14 04 C*q C14 N C� 00 C-4 cql xe V) W) Appd. Oati .A0 CIO w Fille—Nome: Cq 0 Dwn.-dhkd. , t 9p 00 F ES sl -0 0) to co .to to to V_ C14 I co Iq 04 fn rn to A A ALL STATIONING IS ALONG ,STREET CENTERLINE EXCEPT WHERE NOT -ED AS FLOWLINE 'STATIONING. -GRA E EX,lST. EP D (12 FT LT) PROP. 'GUITER FLOWL I NIE t4l) GRADES (L.T)..' gm EXISTING GRADE AT -CENTERLINE .' I I I I EXI TING - EP GRA ES (12 FT LT � . I 335 1 PROPOSED GUTTER FLOWLINE IGRADE (J) Q: ISTINGARMN P -Al om- m-nau. LT) RIM=332.11 R.IM=3_31.151 . .... RIM=332.31 -��O�20,11 % V11 0.2 0 0.20 -- ---- HGL10=32� �.56 Fr IF 330 HGLIeU.-� 1. 10 330 HGL,o=3:!8.5'0. FL=326.16(-1V')- Now _0. i w 0 FL=32-8,00 325, P��ICE 400 LF OF 1,8" R.C.P., CL -111 �c L-1 FL=326,60 -p -0 - 81! An :nt P., T' W/ 'R.GJ. -DRAIN PPE� S=0.0017 'S=0 .00 17 AK � 0 l=KL ' 2 - --44---- 11 __ _ FA -42Z20- 4* I-R44-4RAW -PIPE7-6-40G W- 325 W/ .0DRA-K A FL=324.61 1 1) (EX. 42" CUNERT)--/ 32.0- 52- --- - --- M0 IT6. d: C5 315 t LIJ - -- ------- ------------ _j I— -- - -- --- - -- - --- - ----- - CFV_ ------------- ----------- -- - ---- ---- 3 15 Wl LJ r: :D , CD JU t 4. 33 34 3s - 36, :37 38 39' 40 41 .42 Stantee Consulting Inc., 2-590 Venture Oaks Way Sacramento, CA 95833--3288' Tel, 916:569.25GO Fox. 916,921'.9274 wwwizt6ntecxorh oil w ON il 4 0. The. Contfoct6r sh-all,: verify., andba for all dlme6iTons,,,.00 NOT scbcthe.. roWing any '�,e-rFors,'60r.0misso -th6ll b�:repacked to. The- - e6i0m:­q)!d',,Ar,0*jrkgs :ore- the,'rproperty; of. k4pro&aw- 6tt, for, **hy -pur'p'o-s'e', other- thari iw GDhSUItihg, - fnci, is-, forbidde"(1. CON - STRUCT TYPE "B"'CURB :.AND GUTTER 'PER C.B..D.S. NO. S-1.. CONSTRUCT, 5' WIDE STANDARD TYPE SIDEWALK PER tlB.-D.S. NO. S-3. -( ).EXISTING; POWER POLE TO BE REMOVED/RELOCATED BY -UTILITY. COMPANY AT EXPENSE -OF DEVELOPER. - CONSTRUCT TYPE "A- CATCH BASIN PER CAD S, NOS. S=12 *S--1+4. PLACE 4��`O, NP, %-HEDULE. 40 CONDUIT WITH WIRING ANb:P.ULL :B0XES.'FOJR-.FUTURE TRAFFIC'SIGNAL INTERCONNECT :00- -C-3.D3.; NO. T-34. EXISTING 4Z" 0 R.;C.P. CULVERT TO 'BE REMOVED. to co 11R rll� co :r. C� C*q C14 N C� 00 C-4 cql xe V) W) Appd. Oati rn Fille—Nome: 7- 0 Dwn.-dhkd. , t 9p 00 F ES sl -0 c". L co w �0 (0 V_ co Co- w to 0) C. 00 co C oiiio_ qed C14 p r W� 1-4 0. > ,-,sTx0RMzD'dN;P &_il'A NS, '9 Z-5 n ro Q. ALL STATIONING IS ALONG ,STREET CENTERLINE EXCEPT WHERE NOT -ED AS FLOWLINE 'STATIONING. -GRA E EX,lST. EP D (12 FT LT) PROP. 'GUITER FLOWL I NIE t4l) GRADES (L.T)..' gm EXISTING GRADE AT -CENTERLINE .' I I I I EXI TING - EP GRA ES (12 FT LT � . I 335 1 PROPOSED GUTTER FLOWLINE IGRADE (J) Q: ISTINGARMN P -Al om- m-nau. LT) RIM=332.11 R.IM=3_31.151 . .... RIM=332.31 -��O�20,11 % V11 0.2 0 0.20 -- ---- HGL10=32� �.56 Fr IF 330 HGLIeU.-� 1. 10 330 HGL,o=3:!8.5'0. FL=326.16(-1V')- Now _0. i w 0 FL=32-8,00 325, P��ICE 400 LF OF 1,8" R.C.P., CL -111 �c L-1 FL=326,60 -p -0 - 81! An :nt P., T' W/ 'R.GJ. -DRAIN PPE� S=0.0017 'S=0 .00 17 AK � 0 l=KL ' 2 - --44---- 11 __ _ FA -42Z20- 4* I-R44-4RAW -PIPE7-6-40G W- 325 W/ .0DRA-K A FL=324.61 1 1) (EX. 42" CUNERT)--/ 32.0- 52- --- - --- M0 IT6. d: C5 315 t LIJ - -- ------- ------------ _j I— -- - -- --- - -- - --- - ----- - CFV_ ------------- ----------- -- - ---- ---- 3 15 Wl LJ r: :D , CD JU t 4. 33 34 3s - 36, :37 38 39' 40 41 .42 Stantee Consulting Inc., 2-590 Venture Oaks Way Sacramento, CA 95833--3288' Tel, 916:569.25GO Fox. 916,921'.9274 wwwizt6ntecxorh oil w ON il 4 0. The. Contfoct6r sh-all,: verify., andba for all dlme6iTons,,,.00 NOT scbcthe.. roWing any '�,e-rFors,'60r.0misso -th6ll b�:repacked to. The- - e6i0m:­q)!d',,Ar,0*jrkgs :ore- the,'rproperty; of. k4pro&aw- 6tt, for, **hy -pur'p'o-s'e', other- thari iw GDhSUItihg, - fnci, is-, forbidde"(1. CON - STRUCT TYPE "B"'CURB :.AND GUTTER 'PER C.B..D.S. NO. S-1.. CONSTRUCT, 5' WIDE STANDARD TYPE SIDEWALK PER tlB.-D.S. NO. S-3. -( ).EXISTING; POWER POLE TO BE REMOVED/RELOCATED BY -UTILITY. COMPANY AT EXPENSE -OF DEVELOPER. - CONSTRUCT TYPE "A- CATCH BASIN PER CAD S, NOS. S=12 *S--1+4. PLACE 4��`O, NP, %-HEDULE. 40 CONDUIT WITH WIRING ANb:P.ULL :B0XES.'FOJR-.FUTURE TRAFFIC'SIGNAL INTERCONNECT :00- -C-3.D3.; NO. T-34. EXISTING 4Z" 0 R.;C.P. CULVERT TO 'BE REMOVED. S xe Revision By Appd. Oati Fille—Nome: 7- 0 Dwn.-dhkd. , t 9p 00 F ES sl -0 c". L 5:9-93' V_ Eicp.3w31 CIV,vt C. 0 -01 C oiiio_ qed r W� 1-4 0. > ,-,sTx0RMzD'dN;P &_il'A NS, '9 Z-5 NeAL ER NCH" Q. MAJOR ROADS - -P.HASe. rr%ol Kara C0Un!y,,,C-ajlfbrnja, E AN PLAN AND PROFILE -ST -,30+00;, To S, 4 29+ UO - co ?06JWNO� _844'jW80,0Vo­H, OW R leo: Shee't Revlsibn° 00 4, 37' > L TANGENT 'DATA" LINE LENGTH BEARING Ll 2640.221 589.25'19"E rh EXIST. EP GRADES.0 lot r- co f6 Co n r_ te) (12 FT LT) 0 in 0 4_4 n F=, 9f6.921.9274 00 00 PROR. GUTTER FLOWLINE QD a,* C14 Cww�� 0i cli GRADES (LT) Q0 fl- C14 co C4 P0 N n Stantec Consulting Inc. Reproduction or use for, ony •purpose-. other., than L b that outh'oriized by Stantec Consulting Inc. is forbidden. f Constivdion Notes CONSTRUCT TYPE "B" CURB AND GUTTER Exp.3— 1-0 340 CONSTRUCT R UCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3. EXISTING POWER POLE TO'BE REMOVED/ RELOCATED to BY UTILITY COMPANY AT EXPENSE OF .DEVELOPER: CONSTRUCT TYPE "A" CATCH BASIN PER C.B.D.S. NOS: S-12 & 5-14. O PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL GOMPAN1ES - INTERCONNECT PER C.B.D.S.-NO, T-34. N C4 STREET/ -STORM DRAIN PLANS.' 335 McALLISTER.R-ANCH n f MAJOR ROADS - PHASE 1.1 Kern County, California in Title PANAMA. LANE PLAN, ANDPROFILE 330 STA. 42+00 TO.ST-7K. 54+00 T 0 Project No. Scale 1844 0080.0 AS SHOWN DMWng"No. Sheet "is Revios.n, C-104 5. 0I: 37 325 00 N 320. 315 !k_ 42 43 I A PANAMA LANE 0 0 1-i lot r- co f6 00 cc 00 0i W 0 in 0 4_4 n F=, 9f6.921.9274 00 00 50' QD AD 0 Cww�� C-4 cli W N Q0 fl- C14 co C4 CN Stantec Consulting Inc. Reproduction or use for, ony •purpose-. other., than L b that outh'oriized by Stantec Consulting Inc. is forbidden. Constivdion Notes CONSTRUCT TYPE "B" CURB AND GUTTER Exp.3— 1-0 PER C.B.D.S. NO. S-1. CONSTRUCT R UCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3. EXISTING POWER POLE TO'BE REMOVED/ RELOCATED to BY UTILITY COMPANY AT EXPENSE OF .DEVELOPER: CONSTRUCT TYPE "A" CATCH BASIN PER C.B.D.S. NOS: S-12 & 5-14. O PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL GOMPAN1ES - INTERCONNECT PER C.B.D.S.-NO, T-34. N C4 STREET/ -STORM DRAIN PLANS.' McALLISTER.R-ANCH n MAJOR ROADS - PHASE 1.1 Kern County, California in A PANAMA LANE 0 0 1-i lot r- co f6 00 cc 00 0i W 0 in 0 4_4 n F=, 9f6.921.9274 00 00 50' QD AD 0 Cww�� C-4 cli W N Q0 fl- C14 co C4 CN NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. Nt,*EXIST; EP GRAD•E 12 FT LT) PROP. GUTTER rn FLOWLINE GRADES (LT) _7 --- - -------- - -------- ----------- ---- - -------- 340 -------- --- 1EXISTING GRO10ND AT CUTTER FLOWLINE (lrr) EXISTING GRADE AT CENTERLINE EXISTING 5P GRADE (12 FT LT) P OSED CUTTER FLOWLINE GRADE _4 5 .... . MOO - 2 -0 _J —0,207. 0. 2 T7. % HGL,o=330.22 aw 330 1 FL=329.ob PLAC9 425 LF OF 18" R.C.P., CLI 111 FL=328.36(18") W/ R-1G.J. DRAIN PIPE. S=0.00T6, (CB 10 CB} ------- — ------ 325 A P - ------- - ---- _J 320 It ca ---- - --- 315 - 140 - -- - ------ 44 45 E ON 47 �Ell 51 52 53 54 Stantec Consulting "Inc. 2590 Venture Oaks Way Sacramento, .CA', 95833-3288• - T 9,16.56942560 F=, 9f6.921.9274 00 00 50' :75' 1,00, CopAftReserved The. Contractor shall verify and be responsible: for all dimensions. DO 51 7.5' 10, NOT scale; :the drawing — ony errors. or omissions shall b4 ;reported to Dwn. Chkd. Siontic Consulting Inc. without- delay. The Copyiights to oil designs and drawings ore' the property of NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. Nt,*EXIST; EP GRAD•E 12 FT LT) PROP. GUTTER rn FLOWLINE GRADES (LT) _7 --- - -------- - -------- ----------- ---- - -------- 340 -------- --- 1EXISTING GRO10ND AT CUTTER FLOWLINE (lrr) EXISTING GRADE AT CENTERLINE EXISTING 5P GRADE (12 FT LT) P OSED CUTTER FLOWLINE GRADE _4 5 .... . MOO - 2 -0 _J —0,207. 0. 2 T7. % HGL,o=330.22 aw 330 1 FL=329.ob PLAC9 425 LF OF 18" R.C.P., CLI 111 FL=328.36(18") W/ R-1G.J. DRAIN PIPE. S=0.00T6, (CB 10 CB} ------- — ------ 325 A P - ------- - ---- _J 320 It ca ---- - --- 315 - 140 - -- - ------ 44 45 E ON 47 �Ell 51 52 53 54 Stantec Consulting "Inc. 2590 Venture Oaks Way Sacramento, .CA', 95833-3288• - T 9,16.56942560 F=, 9f6.921.9274 Appd. Dote w.wwstontecxi= 50' :75' 1,00, CopAftReserved The. Contractor shall verify and be responsible: for all dimensions. DO 51 7.5' 10, NOT scale; :the drawing — ony errors. or omissions shall b4 ;reported to Dwn. Chkd. Siontic Consulting Inc. without- delay. The Copyiights to oil designs and drawings ore' the property of Stantec Consulting Inc. Reproduction or use for, ony •purpose-. other., than L b that outh'oriized by Stantec Consulting Inc. is forbidden. Constivdion Notes CONSTRUCT TYPE "B" CURB AND GUTTER Exp.3— 1-0 PER C.B.D.S. NO. S-1. CONSTRUCT R UCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3. EXISTING POWER POLE TO'BE REMOVED/ RELOCATED BY UTILITY COMPANY AT EXPENSE OF .DEVELOPER: CONSTRUCT TYPE "A" CATCH BASIN PER C.B.D.S. NOS: S-12 & 5-14. O PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL GOMPAN1ES - INTERCONNECT PER C.B.D.S.-NO, T-34. NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. Nt,*EXIST; EP GRAD•E 12 FT LT) PROP. GUTTER rn FLOWLINE GRADES (LT) _7 --- - -------- - -------- ----------- ---- - -------- 340 -------- --- 1EXISTING GRO10ND AT CUTTER FLOWLINE (lrr) EXISTING GRADE AT CENTERLINE EXISTING 5P GRADE (12 FT LT) P OSED CUTTER FLOWLINE GRADE _4 5 .... . MOO - 2 -0 _J —0,207. 0. 2 T7. % HGL,o=330.22 aw 330 1 FL=329.ob PLAC9 425 LF OF 18" R.C.P., CLI 111 FL=328.36(18") W/ R-1G.J. DRAIN PIPE. S=0.00T6, (CB 10 CB} ------- — ------ 325 A P - ------- - ---- _J 320 It ca ---- - --- 315 - 140 - -- - ------ 44 45 E ON 47 �Ell 51 52 53 54 S Revision Sy Appd. Dote File Non*: Dwn. Chkd. Dsgn. Dote 0 to L b o> 259:93 Exp.3— 1-0 OF 46 Client/Protect GOMPAN1ES - STREET/ -STORM DRAIN PLANS.' McALLISTER.R-ANCH MAJOR ROADS - PHASE 1.1 Kern County, California Title PANAMA. LANE PLAN, ANDPROFILE STA. 42+00 TO.ST-7K. 54+00 T 0 Project No. Scale 1844 0080.0 AS SHOWN DMWng"No. Sheet "is Revios.n, C-104 5. 0I: 37 00 N TEMP. BASIN K DESCRIPTION: BASIN BOTTOM ELEV.=326.00 ` VOLUME REQUIRED=0.85 AC -FT. r VOLUME PROVIDED=1.50 AC -FT. 3 W.S. ELEV.=329.73 TOP OF BANK ELEV.=335.00 ,3 15' TYP_ 151 E � o. I. o 'El IN l C L TANGENT DATA LINE LENGTH' BEARING L1 2640.22 589'25' 19 "E L2 2641.57 S-89 36'56"E RETURN FL GRADES 15 N FLOWL(NE CURVE DATA ' 1.4 CURVE LENGTH RADIUS TANGENT BCR=334.10 RETURN FL GRADES DELTA 1/411=333.85 cn cn � _ z .S o BCR=333.30 01 47.0"1 30.00 29:89- '89-46152" 1/2 &=333.60 �,, d vi i € - _ 1 /4 ,d=333.49 3/4 &=333.34 0 ^- I R 1/2.&=333.69 cn v� ECR= 333.09 - ~ 3 3/411=333.88 w. n ._�'� u? W -` 16 I --- ;3 ECR=33.4.07 w -------------- " .3 , C6-' i ,`t ,an'a� ar � `3sp h z J � z Lijca c� c� �- , r-^ _ t r I. l l I z C) v-,,:�334,9 T-1 ><235 4 z '�q Q ct l 9 334,9 Ic 9 334,61 �, ¢ .�Z W.�TETSCI� Vb'AY 1 �_ o - o , + � r-- w w M °7 ;n I r�i '(MAJOR ROADS - PHASE 1.2 `� ' w o 6 'R U, z 6 3 ¢ z ' «U-j?z u'o`�' W �0 � � ,�; �'~�� ...€..-_-�+-.�^ � w �I+! 110' R W ��Iti • � ; cn r� �'w ¢ CM+1 ©`� h . , n rs •- z a: z 1 s2 Z cr vi cn `° w r, v1 c» z / I ,ti: `: --� ^ Li 00 ¢ _ '7 n z e LO 7 tri . w. w. ©. , cra V) Z.3< EXIST. EP -GRADES (1.2 FT LT) M PROP. GLITTER ELOWLI.N E GRADES (LT) M 1 "=50'Hl 1"=51V o o�oY M N �� � LO EXIST. EP GRADES 4 GUTTER FLO.WLI M i 00 to c O n C> M n Q PROP. GLITTER u14 F�OV1iLINE t t� , M MM'3 to t, � n GRADES L ) ,a=328.69 q te, M M t�'y tY"j o�oY M 335 .�RrM 334.3 .^.._..._.._.. .w.._..... wn..n...,. ...�. ,..,.-., ...�. �.�. . _,�..^ �., .� 0.21 ----� ... w _ ,20% H L,o=329.96 330' FL=328.36(18"} FL =328.3.2 52-5 18 DRAT PIPE PLANE 425 LF OF 18" R.C.P., L-Ifl 44- W/ ;R.G,J. DRAIN PIPE. S=0.001 3-20 ��jj�,+� [fit c7 l.5 X }V- La3 54 55 57 1 N �� � -- EXIST. EP GRADES 4 GUTTER FLO.WLI M i 00 00 c O n C> M n Q PROP. GLITTER u14 F�OV1iLINE t t� , M MM'3 to t, � n GRADES L ) ,a=328.69 335 .�RrM 334.3 .^.._..._.._.. .w.._..... wn..n...,. ...�. ,..,.-., ...�. �.�. . _,�..^ �., .� 0.21 ----� ... w _ ,20% H L,o=329.96 330' FL=328.36(18"} FL =328.3.2 52-5 18 DRAT PIPE PLANE 425 LF OF 18" R.C.P., L-Ifl 44- W/ ;R.G,J. DRAIN PIPE. S=0.001 3-20 ��jj�,+� [fit c7 l.5 X }V- La3 54 55 57 1 AT GUTTER (LT). RIM=333.95 .. ..�._ I ............. __w^� RIM=31.4.41 ._ .ww+.,n• res....,.. ^ ,w ��� 1.. 'r ............. .wrwn.... n ... �,.......... ��w.wv..,. .......r... .....,•„•w.. ...,..,r...... I 0.20/{-7 ,^... .•�..... .nes. .. ... L .I a 1 HGL,o=39.57 HGL,o=329.1 FL=327. LO tJ w� 235 LF Off' 18" R.C.P., �L--•Ill 60 .27 PROPOSED • a.n.rn.. Gibes, n.•,.wp""pejt CC? W t.�.: N u; M ih s� GRADE NOTE: 5' ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE -STATIONING, 10. 7:5 10' N �� � -- EXIST. EP GRADES co GUTTER FLO.WLI M i 00 00 c n M n Q PROP. GLITTER u14 F�OV1iLINE t t� , M MM'3 to t, � n GRADES L ) ,a=328.69 q td d0 .10 O to I PUCE 339 LF 0 18" R.C.P., [11-111 to PO _ =t 091l (MIT TO CB) AT GUTTER (LT). RIM=333.95 .. ..�._ I ............. __w^� RIM=31.4.41 ._ .ww+.,n• res....,.. ^ ,w ��� 1.. 'r ............. .wrwn.... n ... �,.......... ��w.wv..,. .......r... .....,•„•w.. ...,..,r...... I 0.20/{-7 ,^... .•�..... .nes. .. ... L .I a 1 HGL,o=39.57 HGL,o=329.1 FL=327. LO tJ w� 235 LF Off' 18" R.C.P., �L--•Ill 60 .27 PROPOSED • a.n.rn.. Gibes, n.•,.wp""pejt CC? W t.�.: N u; M ih s� GRADE NOTE: 5' ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE -STATIONING, 10. 7:5 10' J � .0 CCI I z 1 N _I CL C'3 tLO Q 0) Q 00) X63 • N 00 N � -- EXIST. EP GRADES PROPOSED GUTTER FLO.WLI M i M (12 FT L) 0 Q Q PROP. GLITTER u14 F�OV1iLINE t t , M te) �, to t, � n GRADES L ) J � .0 CCI I z 1 N _I CL C'3 tLO Q 0) Q 00) X63 • 64 55 335 330 �-- FL=329.44(18") 32-5 320 315 Stantec•Consulting Ino. 2590 Venture Oaks Way Sacramento, CA 35833=-.3288 Tel. 916.5.69.2500 Fox. 916.921.9274 W51[W.stantec.com CWWrfght'Rswfved " The Contractor shall verify. and -be responsible 'for oil dimensions. DO. NOT scale the, droving - any errors or omissions shall be reported t4• Stontec 'Consulting. Ino. without delay. The Copyrights to :oil: designs and. drawings .are the -property of Stantec Consulting ,Inc: Reproduction.. or use for any purpose other, than that authorized :by--$tantec Consulting Inc. 'is forbidden, Con*tdon Notes. CONSTRUCT. TYPE "B" -CURB AND "GUTTER PER C.B.D.S. NO. S-1. 2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B:D.S. NO.. S-3. �J CONSTRUCT STANDARD BARRICADE END OF STREET PER C.B.D.S* Q CONSTRUCT HANDICAP RAMP CASE A PER C.B.D.S. NO. S-41. CONSTRUCT STANDARD SURVEYY. MONUMENT PER C.B:D.S.• N0, 5-29. EXISTING POWER POLE TO BE REMOVED/RELOCATED BY UTILITY COMPANY AT EXPENSE. OF DEVELOPER. CONSTRUCT TYPE "A" CATCH BASIN, PER C. B. b.S. 'NOS. S-12 & PLACE POST TYPE STREET' SIGN PER PER C.-B.D.S. N0: S-40. �9 USE 1500 FT. RADIUS CURVE AT, CURB ANGLE. POINTS'FOR. SMOOTH TRANSITION (TYPICAL). 10 PLACE 2-3`0 PVC, SCHEDULE 40 CONDUITS AND PULL BOXES. FOR FUTURE TRAFFIC SIGNAL LOCATION PER C.B.D.S. NO. T-33. 11 PLACE .4" 0 PVC-, SCHEDULE 46 CONDUIT WITH ,WIRING AND PULL .BOXES FOR FUTURE TRAFFIC SIGNAL INTERCONNECT PER C.B.D.S. NO. T-34, 12 CONSTRUCT TYPE "B" MANHOLE PER C.B.D;S. NOS:. S-21.. 13 PLACE 1:50 LF Of= 18" R.C.P,, CL -III W/ R.G.J. l DRAIN PIPE, S=0.001'5 FL AT MH=326:90 FL AT OUTLET STRUCTURE=326.67 14 CONSTRUCT OUTLET STRUCTURE PER j C.B,D.S..NO: S-9: 15 CONSTRUCT ' TEMPORARY CONSTRUCTION FENCING (6 HIGH CHAIN LINK , S-10) AROUND TEMPORARY BASIN. i 16 CONSTRUCT STANDARD CHAIN .LINK - FENCE , GATE PER CAD.S. NO.. -Revision. Nome: f i y 'Aped. .-Date ' y I E t PROPOSED GUTTER FLO.WLI IE GRADE (LT i Q �Q I HG ,a=328.69 I PUCE 339 LF 0 18" R.C.P., [11-111 L= -126.90(i _ =t 091l (MIT TO CB) 1 i " F J 1 J Ai t t �3 -a l J 1 V Uj 7 0 C.• Q 7 4 d' co CD u7 64 55 335 330 �-- FL=329.44(18") 32-5 320 315 Stantec•Consulting Ino. 2590 Venture Oaks Way Sacramento, CA 35833=-.3288 Tel. 916.5.69.2500 Fox. 916.921.9274 W51[W.stantec.com CWWrfght'Rswfved " The Contractor shall verify. and -be responsible 'for oil dimensions. DO. NOT scale the, droving - any errors or omissions shall be reported t4• Stontec 'Consulting. Ino. without delay. The Copyrights to :oil: designs and. drawings .are the -property of Stantec Consulting ,Inc: Reproduction.. or use for any purpose other, than that authorized :by--$tantec Consulting Inc. 'is forbidden, Con*tdon Notes. CONSTRUCT. TYPE "B" -CURB AND "GUTTER PER C.B.D.S. NO. S-1. 2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B:D.S. NO.. S-3. �J CONSTRUCT STANDARD BARRICADE END OF STREET PER C.B.D.S* Q CONSTRUCT HANDICAP RAMP CASE A PER C.B.D.S. NO. S-41. CONSTRUCT STANDARD SURVEYY. MONUMENT PER C.B:D.S.• N0, 5-29. EXISTING POWER POLE TO BE REMOVED/RELOCATED BY UTILITY COMPANY AT EXPENSE. OF DEVELOPER. CONSTRUCT TYPE "A" CATCH BASIN, PER C. B. b.S. 'NOS. S-12 & PLACE POST TYPE STREET' SIGN PER PER C.-B.D.S. N0: S-40. �9 USE 1500 FT. RADIUS CURVE AT, CURB ANGLE. POINTS'FOR. SMOOTH TRANSITION (TYPICAL). 10 PLACE 2-3`0 PVC, SCHEDULE 40 CONDUITS AND PULL BOXES. FOR FUTURE TRAFFIC SIGNAL LOCATION PER C.B.D.S. NO. T-33. 11 PLACE .4" 0 PVC-, SCHEDULE 46 CONDUIT WITH ,WIRING AND PULL .BOXES FOR FUTURE TRAFFIC SIGNAL INTERCONNECT PER C.B.D.S. NO. T-34, 12 CONSTRUCT TYPE "B" MANHOLE PER C.B.D;S. NOS:. S-21.. 13 PLACE 1:50 LF Of= 18" R.C.P,, CL -III W/ R.G.J. l DRAIN PIPE, S=0.001'5 FL AT MH=326:90 FL AT OUTLET STRUCTURE=326.67 14 CONSTRUCT OUTLET STRUCTURE PER j C.B,D.S..NO: S-9: 15 CONSTRUCT ' TEMPORARY CONSTRUCTION FENCING (6 HIGH CHAIN LINK , S-10) AROUND TEMPORARY BASIN. i 16 CONSTRUCT STANDARD CHAIN .LINK - FENCE , GATE PER CAD.S. NO.. -Revision. Nome: f i y 'Aped. .-Date ' y I E TRANSIRON WER DATA STATION OFFSET' -.SROM, C/ .65+3-8,474' 63"..0,00 LT 65+48.74 " " 452. 84 -T.. I 65± .834 6.2.37! LT. 654-68J4 61.59, LT. 654-78.741' '60.1.,50 LT': n . 60 LT. 65+98.74,1 .58."00" -LT. 66+08,744 * '56.75.. ' 5.* FiJtt7A0 �6+18,74 155,50 Irnn, LT. .66+28.74; 54-.41" 1T_ _66+38:74 5.1,62 T_ ,664-46.74: 533,1.61' LT. 'U+5$,74c — 11 1 00 LT. ' tj 0- '735 4 3 Z,z "o A ULJ 1b ;5 Uj Uj_. ------ ------------ EXIST. EP 'GRAD1E__7,Q­-k S. , LT}fit) PROP., GUTTER FLOWUN E GRANS (J) I C4 2590 Venture Oaks Way. C14M 14, Itt RNI; I W.) - - - - - - - - - - 3.X - - - - - - - - - --- 34.x•.. 4-5" LuLij; <0 QOM -D to n . 60 :The^,Cooy,i-'tghti.,;-,to---oU,des'tgns and -d i the -property of , ­ . . rOV499-ore 2-,�1_1_3_34,5 i -334,5 EXIST. EP 'GRAD1E__7,Q­-k S. , LT}fit) PROP., GUTTER FLOWUN E GRANS (J) I X, EX!ING GRADE Al, CENTERLINE XlTING GROUNE, AT GUTTER FLOWLINE (J) ADE R I M 3,3 f .24 RIM=335.14 r 335 =--m- r I,. pw HOLIOP --330.:84 HGL,fl=331.5 33-0 -'FL=330,50- ) -L - 01- 1 'FL --3279.47 au J , 8 R.C.P.., CL -1 I FL�-:32q..44(1 8") RAIN' PIPE Wl/:R..G,,J. DRAIN PIPE, S=0.0016 S4.0091 3-25 z < 320 315- *V ..... ..... LLJ L I J, - At ()0 66 .67 6-8. 69 70 71 72 'NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS,FLOWLINE STATIONING. 7.51 "101 C4 2590 Venture Oaks Way. C14M 14, Itt • W.) Ca w vimstch4c.com EXIST. EP u') U-) <0 to 4, de any.-eiTpri., or omissions, -A01 b N0,t,4pc;te:,iS .awin 91— 6,440a)rted._t to n . 60 :The^,Cooy,i-'tghti.,;-,to---oU,des'tgns and -d i the -property of , ­ . . rOV499-ore 41 Reproduction ,S�toriie�,'666WVhg, rid.­.',ot uie,.for,.wiy,,.-.purp6ie other ifi3On thot 00tl oriz8d ,byl,'Stantec, ConsultingInc'. is Win.' 6 FiJtt7A0 Irnn, co Vi C* LO co 0 to, � vl) tor? 1-n in n 41) TTER in n CONSTRUCT TYPE CATCH. BASIN - Ui to n n U1 16 t6 to n. PLACE- -4p .0 PVC' SCHEDULE- 40 CONDU.IT WITH' ,.,WIRING P": AND' PULL BOXES- 0RFUTURE TRAFFIC 'SIG to INTERCONNECT PER CB-D.S.- NO. T-34, n Revision BY n -Ir"13) flle'Name- Dwft- Chkd. Clagn. zlo C� �0, 93 r co .0 in, w X d 147 'Ot 'M Axmw wk%x%1' Uw1b" Lit,: Cal 'RWT, f -STT... RV,.QRAJWPLANS WAALLISTER',R'ANCH to, .MA-J0R-.R0AbS PHA 8 Z- 1" - Kern County., Califorda Tilde Po - X, EX!ING GRADE Al, CENTERLINE XlTING GROUNE, AT GUTTER FLOWLINE (J) ADE R I M 3,3 f .24 RIM=335.14 r 335 =--m- r I,. pw HOLIOP --330.:84 HGL,fl=331.5 33-0 -'FL=330,50- ) -L - 01- 1 'FL --3279.47 au J , 8 R.C.P.., CL -1 I FL�-:32q..44(1 8") RAIN' PIPE Wl/:R..G,,J. DRAIN PIPE, S=0.0016 S4.0091 3-25 z < 320 315- *V ..... ..... LLJ L I J, - At ()0 66 .67 6-8. 69 70 71 72 'NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS,FLOWLINE STATIONING. 7.51 "101 340L PRO SE WER FLOW N E GRADE (LT RI =336.16 -0. ZO%, —. 0.2 . ...... 335 H je331.52 Nlu --- - -------------- ffL=33,1.00.. 325 320 346 T ........... 73- 74 75 76 17 78 $tante,& Consulting Inc. C4 2590 Venture Oaks Way. C14M 14, Itt 11) W.) Ca w vimstch4c.com EXIST. EP GRADES Th'e Controtor. 'Ooll,. verify ond,.=..be;*,ftspoifsible'-.for,,diI 00'- 4, de any.-eiTpri., or omissions, -A01 b N0,t,4pc;te:,iS .awin 91— 6,440a)rted._t to n n :The^,Cooy,i-'tghti.,;-,to---oU,des'tgns and -d i the -property of , ­ . . rOV499-ore 41 Reproduction ,S�toriie�,'666WVhg, rid.­.',ot uie,.for,.wiy,,.-.purp6ie other ifi3On thot 00tl oriz8d ,byl,'Stantec, ConsultingInc'. is Win.' FiJtt7A0 Irnn, PER C.B.P.S. NO. S-1. Vi C* LO co 171- 3 EXISTING POWER, POLE TO BE REMOVED/RELOCATED . PROP. G L FLOW L] N E TTER in n CONSTRUCT TYPE CATCH. BASIN - V) n n POINTS -'FOR, SMOOTH, TRANSITION '(.YPICAL)-. n. PLACE- -4p .0 PVC' SCHEDULE- 40 CONDU.IT WITH' ,.,WIRING P": AND' PULL BOXES- 0RFUTURE TRAFFIC 'SIG GRADES (LT) INTERCONNECT PER CB-D.S.- NO. T-34, 340L PRO SE WER FLOW N E GRADE (LT RI =336.16 -0. ZO%, —. 0.2 . ...... 335 H je331.52 Nlu --- - -------------- ffL=33,1.00.. 325 320 346 T ........... 73- 74 75 76 17 78 $tante,& Consulting Inc. 2590 Venture Oaks Way. Tel- 41&564,2500 Fax: -91'6;'921;:9274 vimstch4c.com CopyAqht`RK6rVed-: Th'e Controtor. 'Ooll,. verify ond,.=..be;*,ftspoifsible'-.for,,diI 00'- 4, de any.-eiTpri., or omissions, -A01 b N0,t,4pc;te:,iS .awin 91— 6,440a)rted._t :The^,Cooy,i-'tghti.,;-,to---oU,des'tgns and -d i the -property of , ­ . . rOV499-ore 41 Reproduction ,S�toriie�,'666WVhg, rid.­.',ot uie,.for,.wiy,,.-.purp6ie other ifi3On thot 00tl oriz8d ,byl,'Stantec, ConsultingInc'. is Win.' .Cono-tidonMes CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.P.S. NO. S-1. I CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK' -. - -PER C.B,.D.S. NO., S-3. 3 EXISTING POWER, POLE TO BE REMOVED/RELOCATED . -By UTILITY COMPANY AT EXPENSE OF DEV EL0.P5R,,' CONSTRUCT TYPE CATCH. BASIN - .PER CAP'.& NOS; S-12 & S-14. t SE T 00 FT. RADIUS CURVE AT CURB ANGLE POINTS -'FOR, SMOOTH, TRANSITION '(.YPICAL)-. PLACE- -4p .0 PVC' SCHEDULE- 40 CONDU.IT WITH' ,.,WIRING P": AND' PULL BOXES- 0RFUTURE TRAFFIC 'SIG INTERCONNECT PER CB-D.S.- NO. T-34, Revision BY flle'Name- Dwft- Chkd. Clagn. ILO 0 �0, 93 Exp '31' 34--�09, X d 'Ot 'M Axmw wk%x%1' Uw1b" Lit,: Cal 'RWT, f -STT... RV,.QRAJWPLANS WAALLISTER',R'ANCH .MA-J0R-.R0AbS PHA 8 Z- 1" - Kern County., Califorda Tilde N A M X L A' PA WE PLARAWWR ST ,66+ 0 TIGS 70+00- -A -0 Prood No. i 4844 :00800_- SW 40 N Sheet.I����s�� - <ef ` -7 oU 37 0 V) Q) z EXIST EP GRADESco DATA LINE LENGTH BEARING Li 2641.57 589*36'5,6"E (12 FT LT) 589'37'0,9"E .to Tel. 916.569.2500 0) 23 PROP. GUTTER wwwistantec.com 0 (0 C4 00 to FLOWURE 17 17 6 Lei R.C.P.," PIPE, S=0.00 GRADES TN Cli U'> -PLACE The Copyrights to all designs and. drawings are the property of CL -11 345 ar KI N 04 T- T_ 340 r- � n fl- n n PER. C.B.D.S. NO. S-3. r< to RIM=3315A6 PER CAD.S. NO. S-41. :0M CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S. NO. S-29. 0 0000 EXISTING POWER POLE TO BE REMOVED/RELOCATED 335 M n to n 325 C.B.D.S. NO. S-21. to HGLjo=331.52 M 330 PULL BOXES FOR FUTURE TRAFFIC SIGNAL LOCATION n PER C.B.D.S. NO.. 1'-33. to n Pq 10 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT"' WITH WIRING ----- AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL PLACE 250 LF Or 18" R.C.P., C _ 1.0 0 W/ •G.J. DRAIN P PE, S-0.001 7 325 Co 43 -18 0 0 1`0 46 le) (0 in 16 to 6 32-0 z to U_ ur to it) U_ .1.4- 78 79 80. CA TANGENT DATA LINE LENGTH BEARING Li 2641.57 589*36'5,6"E L2 2641.78 589'37'0,9"E AD FLOWLINE CURVE DAjETTA URN FL GRADES V) V) RETURN FL GRADES GTH I RADIUS. BCR=336.50 z BCR=335.21 CURVE I LEN TANGENT I DELTA 1/4 A z;;336.22 .1/4,&-=335.41 C1 1 40.861 , 30:00,j 29,741. 89-30191d, 1/2 &=335.94 D 1/2 & =33& 61 0 '500 C6 751 314 A=335.66 3/4 A=335.81 MLNLJLA-JLJNK--M I W r- in M 0�1 9� O� .to Tel. 916.569.2500 0) r- 1 M wwwistantec.com 0 (0 C4 00 to G 17 17 7 The Contractor shall verify and be responsible for dirn6nsions.,D 0 , . R.C.P.," PIPE, S=0.00 NOT scale the drawing"- any errors .or omissions; shall be reported to Cli U'> -PLACE The Copyrights to all designs and. drawings are the property of CL -11 14� ar KI N 04 T- T_ r-: r- � n fl- n a NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 0 in �0 r,; cc 0 Sacramento, CA 95833.-3288 Ict Tel. 916.569.2500 0) r- 1 (0 to wwwistantec.com 0 (0 C4 00 to G 17 17 7 The Contractor shall verify and be responsible for dirn6nsions.,D 0 , . R.C.P.," PIPE, S=0.00 NOT scale the drawing"- any errors .or omissions; shall be reported to to U'> -PLACE The Copyrights to all designs and. drawings are the property of CL -11 14� ar KI N 04 T- T_ r-: r- � n fl- n n PER. C.B.D.S. NO. S-3. r< to CONSTRUCT HANDICAP RAMP CASE A PER CAD.S. NO. S-41. :0M CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S. NO. S-29. 0 0000 EXISTING POWER POLE TO BE REMOVED/RELOCATED t7 M n to n 325 C.B.D.S. NO. S-21. to CONSTRUCT TYPE "A" 'CATCH -BASIN PER M n PULL BOXES FOR FUTURE TRAFFIC SIGNAL LOCATION n PER C.B.D.S. NO.. 1'-33. to n Pq 10 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT"' WITH WIRING ----- AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL M INTERCONNECT PER C.B.D..S. NO. T--!34, CO r- cNd C-4 C> Co 43 -18 0 0 1`0 46 le) (0 in 16 to 6 W to U_ ur to it) U_ .1.4- t6 �6 9 320-- C 6 (6 6 ih 1`0 to in n W UJI, 1`0 n r) in in n n n " te) n rn NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 0 00 C> Lo EXIST Stantec Consulting Inc. r,; 2590 Venture Oaks Way p: GRAD (12 f Sacramento, CA 95833.-3288 18" Tel. 916.569.2500 PROP. �40 Fox, 91,64-21.9274 1,00 wwwistantec.com -FLOWLINE 5993 10, S=0.0)017 G COYNht.Re"Ned 1=329.57 W/ The Contractor shall verify and be responsible for dirn6nsions.,D 0 , . R.C.P.," PIPE, S=0.00 NOT scale the drawing"- any errors .or omissions; shall be reported to 529.00(18) Stontec Consulting Inc, Without. delay. -PLACE The Copyrights to all designs and. drawings are the property of CL -11 Inc. Reproduction or use Jor other than stantec Consulting "any purpose ar that authorized by -Stantec Consulting Inc. is forbidden.' E CWstR4on,-Note$ CONSTRUCT TYPE "B" CURB' AND. GUTTER PER C.B.D.S. NO. S-1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER. C.B.D.S. NO. S-3. DRAIN PI It CONSTRUCT HANDICAP RAMP CASE A PER CAD.S. NO. S-41. :0M CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S. NO. S-29. 0 0000 EXISTING POWER POLE TO BE REMOVED/RELOCATED BY UTILITY COMPANY AT EXPENSE OF DEVELOPER. 00 PLACE POST TYPE STREET SIGN PER C.B.D.S. NO. S-40. (MH 10 CONSTRUCT TYPE "B" MANHOLE PER 325 C.B.D.S. NO. S-21. co CONSTRUCT TYPE "A" 'CATCH -BASIN PER C.B.D.S. NOS. 'S-12 & S-14. LJ PLACE 2-3" 0 PVC, SCHEDULE 40 CONDUIT AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL LOCATION 0 M w PER C.B.D.S. NO.. 1'-33. M 10 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT"' WITH WIRING ----- AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL M INTERCONNECT PER C.B.D..S. NO. T--!34, 0 00 C> Lo EXIST EP r,; r,: p: GRAD (12 f -_S T LT) 18" 011 PROP. �40 -E GUTTER -FLOWLINE 5993 W/ R.G.J: DRAIN PIPE, cii S=0.0)017 G S (LT) . . ......... - - -_------------- -- 345 XISTING GRADE AT CENTERLNE -EXISTING GROUND AT GUTT.R FLOWLINE (J). r -EXISTING EP GRADE (12 :T LT) PROF OSED GUTTER FLOWLINE GW DE (LT) 340 22 RIM=337. RIM --336.56 (MH)F4M-- =336Z4 07 025j�. . . ........ •0. --------------- - - ----- 335 / -HGLIO=331.00 GL,0=330.42 HGLto -'30.04 ------ 330 LACE 250 LF ).1117 R.G.J. DRAM OF 18" R.t.P,, CL -111 PLACE 530 LF OF 1 PIPE, S=0.0017 FL=330.1:4 - R.C.P., CL --I I ...Fite Nome., E \�PUCE 328 LF -O: 18" L F L =3 2 9. 23 5993 W/ R.G.J: DRAIN PIPE, cii S=0.0)017 Exp 3., 1-08 0 1=329.57 W/ R.G.J. DRAIN R.C.P.," PIPE, S=0.00 CL -111 7 FL= 529.00(18) cwprqeot -PLACE 288 LF OF 18R.C.P., CL -11 ,;oM�W_0 VALU.-,1 IA#�q L.V ar STREET] STORM- DRAIN PLANS E MCALLISTER RANCH' MAJOR ROADS - PHASE, 1.1 Korn County, California W1 R.G,J. DRAIN PI It E, S=0.0016 PANAMA LANE :0M PLANAND PROF-ILE STA. 78-1�0.0.10 .9 STA. � I +00' 0 0000 Prject No. scale 00 44 8 ' 1 00800 AS SHOWN. - (MH 10 CB) 325 C-1,07 8 Of+ 37. 0 co U, 1A 0 M w M ...... . ..... - ----- M C6 1016 At 0 z 43 -18 V) U_ ur I�Q) U_ .1.4- Uj 320-- C ------ ------- ------------ W UJI, =>LL1 U) CL d) 6 d) M C14 L 42 cn:> CD 06 o6 e,) (0 00 CD N tq) rD Lpu 00 + 0 81 82 83 84 85 86 87 88 ---------- 89 90 91 Revision By Appd. Dole ...Fite Nome., E Dwn. Chkd. Osgn. Date 1)v Essh L 5993 Exp 3., 1-08 0 OF 1 -* 7 cwprqeot 6UNC-AI_--G.GMPA?4;1E8 ,;oM�W_0 VALU.-,1 IA#�q L.V ar STREET] STORM- DRAIN PLANS E MCALLISTER RANCH' MAJOR ROADS - PHASE, 1.1 Korn County, California PANAMA LANE :0M PLANAND PROF-ILE STA. 78-1�0.0.10 .9 STA. � I +00' 0 0000 Prject No. scale 00 44 8 ' 1 00800 AS SHOWN. - DMWN"No. Sheet Revision C-1,07 8 Of+ 37. 0 co U, 1A TRANSITION TAPER DATA STATION OE ." Er- FROM C/L CURB: 8c GUTTER FL. 9.i +26.43 610,0 ..LT i 91+38:43: 6 -34" 91 +46:43. 62:3.7. IT. 91456.43- .6:1.59 LT. 91+'66:43 6.0:50 LT. :91+7.6:,43 59;5LT; ••� L�'F,pc,. 9:1:+86:43, 88:40 LT.. 41 +96 43.> 5675 ,LT.. 92+0:6:43:5.5 " "LT.. 92+ 16.43 " 54:4:1" .. LT. . 9Z+26-�43 53:.62- .LT. - 92+38. 3. 53.16 LT. 92+48:43. 53.0:0 LT. 0 a '0 (-r) , V) co I . EXIST. EP G"RADES� � m i a (12 FT C.T n rn rj rrrj PROP. GUTTER. FLOWLINE �- a 0 GRADES" (J i to co 0 a '0 (-r) , V) co I z X06 m i Uj a_ M RIM=335.19 vt L7 M 0000 W i �Q u<; � M M CA TANGENT DATA LIN'E LENGTH BEARING L1 2641.78 S89'37'49"E r- TRACT 5900 M ' lw X33 , z ...? Ln 36,7 � ".�Fi.� � � .36 4r' �``�, ��' }-- moi_ _ A bbb _j LsJ w (n J V CJ. e' Z CA CL Of 7` LLJ CN LLJ .1^ ZI >� o cQ ? --� !iJ IQ- d b� 1 ' ,�' �cp•. • vy cn AQP tf C.a <t ^jam-' O �cS Q f4i�, a .. ••w ar.MIMl1lAM rYu4wr YR .,IMYY•Ir,► W A. ,PI► IAI. q►•►' 4 • .M (3� x37.7' L >e374 X3375 f 00 (-r) , V) co I z X06 m i Uj a_ _j O RIM=335.19 �Z 00 Co R� EaJ + L7 M Uj W i �Q RIM=1 536i3g v3 sp" .. 3 M q 335,• ••� L�'F,pc,. ....^......_..� �, co. L{) �i- Ui. I I Ui � . 330 GL10=3. 0.45 330 � � HGL,8=3} 1.44 � HGLte=311,31.83 0 ; (-r) , V) .: I z X06 97 i Uj a_ _j O RIM=335.19 �Z 00 Co R� EaJ + L7 O LU z cn Uj W i �Q RIM=1 536i3g v3 sp" .. 3 335 q 335,• ••� L�'F,pc,. ....^......_..� �, 259 I I � . 330 GL10=3. 0.45 330 � � HGL,8=3} 1.44 � HGLte=311,31.83 1 aiwwrqect ' i 1$" DW S-Q:OQ IN PIPE ' '6 j j FL=3 /� q '9.."1'7..1: { )f / l "325 I: L-329, STEET [STO.RM :RAIN , FLANS 323 LF OF 1 ." •J. DRAIN' PIP, R,C.P., CL -111 S=0.0016 ' FL=330.52(18") � � LACE 3flfl LF R.G.J.p I �� DRAIN OF 18" R.G.P.. _ PIPE, S-fl.Q' CL -III FL=331.04{1 16 1 c m Kern -County, Califomia, I 32Q� T"dle C -�- 31'5 a PANAMA .LAN.E . PLAN AND PROFILE E 315 L,~ Pr*ct No. Scale N , 91 92 . PROPOSED PLA E 330 LF OF 8" R.C.P., C W/R.G.J. DRAIN} PI E, S=4.001 S S 7 i z X,37..1 a PANAMA LANE rrwi X336.4 , ,3 L:3.3 0. (-r) , V) .: • � z X06 97 Lr7. Uj a_ _j O RIM=335.19 �Z 00 Co R� EaJ + L7 O LU z cn Uj W i �Q F- YCL U'I \rJ / I v3 sp" .. 3 , ,3 L:3.3 0. v...- -w .: • � z X06 97 t W 99 _j O RIM=335.19 W �h 0 en Yr- � 1 -1 6$gn-. Date: I 'r► w MYrRwiAr 1R +IR • IMw �. TRACT 5900 1'=50'H j� . v0 z , Y o _j v'v' �4 S O t)2 6,i2e �i9cT y V) _- 737.16- =Y �L�5__ KN_ 5 X336, a? C LO 0 aj co o a) 0 N r_ - t0 u7 It N N r<'T N LV N r M to tv r- N e4t ul C14 O M M ruj M M M M wj fir) t{+i M Ui re) M r+j � i EXISTING GRADE AT CENTERLINE XISTING GRO- ND AT G.UTTE FLOWUNE EXISTING EP. GRADE 12 LT NE GRADE (LT) RIM 335.74 RIM=335.79 c1> Ui As°Stantec Consulting"Inc. 2590 Venture Oaks Way Sacramento, CA 95833--3288: ` Tel. , 916:5692500. Fax. 916.921.9274 www.stantec.cam k . 4ytht Reserved 50' .. 75' 100' The Contractor shall verify and be -responsible. for oil dimensions. D-0 NOT $Cole the drawing: - any errors or omissions shoil be reported jo Stantec Cansultsng °Inc. without- delay. 5' 7.51. 10' The Copyrights to. -all' designs -and drawings are the property of Stantec." ;Consult ng• ;lnp Roproductioii, or use for bny purpose: other than that authorized tiy,,Stanteo Consulting Inc. is forbidden. o* b wr..r.rr...+ww..►wr� C i;tl'rl Nofea . O CONSTRUCT TYPE "B" CURB 'AND ,GUTTER PER C.B.D.S. NO. S.-1. (23 g CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER CAD.-&- "NO. S-3. EXISTING POWER POLE TO BE REMOVED/RELOCATED BY UTILITY COMPANY AT EXPENSE OF DEVELOPER4 04 CONSTRUCT TYPE "A" CATCH BASIN PER C.B.D.S. NOS. S-12 & S-14. a USE 1540 Ft. RADIUS: CURVE AT CURB ANGLE POINTS VOR SMOOTH TRANSITION (TYPICAL). lvJ PLACE 4" .0 PVC, SCHEDULE -40 CONDUIT WITH WIRING AND PULL BOXES FOR ' FUTURE. TRAFFIC SIGNAL. INTERCONNECT PER C.B.D,S. NO. 1-=34. NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT " .WHERE NOTED AS FLOWLINE STATIONING. co EXIST. EP GRADES r7 M (12 FT LT) ...._ - L v...- -w .: • � 340 97 98 99 100, RIM=335.19 1 en lawn:. Chkd: 6$gn-. Date: N �. q 335,• ••� L�'F,pc,. .� 259 Ekp.3-3.1--08 330 sly .. . • ��� 01` C�: IGL,�=33Q.95 � � HGL,8=3} 1.44 � HGLte=311,31.83 1 aiwwrqect 325 Ill FL='530.00(-18-) .YV/ PLACE R; -- _� e5DV%eVX% VPAX19:4 tAIZ, U-t- STEET [STO.RM :RAIN , FLANS 323 LF OF 1 ." •J. DRAIN' PIP, R,C.P., CL -111 S=0.0016 ' FL=330.52(18") � � LACE 3flfl LF R.G.J.p I �� DRAIN OF 18" R.G.P.. _ PIPE, S-fl.Q' CL -III FL=331.04{1 16 1 $"} Kern -County, Califomia, Tn T"dle C -�- 31'5 a PANAMA 95 51' M U_ I- PROP. GUTTER. FLOWLINE GRADES (LT + _4. • � 340 97 98 99 100, 101 102 PROP. GUTTER. FLOWLINE GRADES (LT Revision Sy Appd. Date . • � 340 �,,,nrwwwt ' wrnirer... ..w•ww � File Name: wr�..w.n. en lawn:. Chkd: 6$gn-. Date: N �. q 335,• ••� L�'F,pc,. .� 259 Ekp.3-3.1--08 330 sly .. . • ��� 01` C�: aiwwrqect 325 `SUNC-AL 09MPLAMES--• '. e5DV%eVX% VPAX19:4 tAIZ, U-t- STEET [STO.RM :RAIN , FLANS MCALLISTER RANCH. 320 MAJOR -ROADS -.PHASE 1�.1 Kern -County, Califomia, Tn T"dle C -�- 31'5 a PANAMA .LAN.E . PLAN AND PROFILE . STA. 91 +00 TO STA...lw+.W Pr*ct No. Scale f 103 . 1844 00804 AS -SHOWN' Qi Drawing No: Sheet Revision .' �' .9' ''d 3- '�� N � EXIST, El (12 FTI PROP FLOW] -GRADI 335 330 325 3,20 1 315 103, -,j 104 � 1,06 107 108 109 1101 114 113 1 f NOTE: ALL STATIONING IS ALONG STREET CENTERLINE 'EXCEPT -WHERE NOTED AS FLbWLINE STATIONING. Am EXIST.- EP GRADES 1.2 F LT PROP. GUTTER FLOWLINE GRADES (J) 3,40 335 . , 330 325 320 3,15 Stantec Consulting Inc. 259D Venture Oaks fty. -Sbcrcmentjo,: -CA 95833-3288. Tel, 9.1`6:588.2500 Fox; 916,921,9274 wwwstontm-com Aft ftRi!Ittrved, . The C-6ritraotor shelf, verify and .'be,,,re—Vonsible for: all dime 0 S WOT,'4�fe44 4rbiJn`9 on* errors or omissions, shall 'tie ,,$to ntec,,'i0o,nidl ti44�, Ind,; witb66t­deJqyi The Copyfiqhts, to all, dedigw4pd - drawings are. the.,property,ef. Stantic': 6nsbitifigAnd. ke.-pilocI6666w or: use ifor,�opy n iid bYj----Stantic Co 416n§- In �is:'lorbi�den., thdt, &itho�lns ConsWoftn'Notes (D, CONSTRUCT TYPE "B" CURB- AND GUTTER PER C.B.D.S. NO. S-1. O CONSTRUCT 5''WIDE. STANDARD, TYPE SIDEWALK PER G. '8'.D. -S. NO:. S-3. O EXISTING POWER 'POLE TO BE, REMOVED/RELOC BY UTILITY COMPANY AT � EXPENSE OF DEVELO'27Z .O PLACE 4* 0 PVC., SCHODULE 40 CONDUIT -WITH WIRING AND PULL. BOXES -FOR - FUTURE'TRAFFIC, SIGNAL INTERCONNECT PERC,B,+D,S. NO. T-34. O USE 1500. 'FT. RADIUS CURVE AT CURB ANGLE -POINTS- FOR SMOOTH TRANSITION- (TYPICAL). Revision' By. 40d.1, ',,lj4tb -F Nomir. :Dwn. C.hkd. Nqn; 04 to (o E)k --31-•08_ .7 .2 Cfientlftjede J_ UNC 6 cn .2 STREET T-l�TORM=DRAIN RL A, N S E > MCALLI.STERIRANCK 2 Z CL z MAJOR -PHASE -1.4. em County; Califomia E cn Tme PANAMA. LANE PLAN -mb,_.P.Ro -0 T Ast-r STT.A. 103t-, 0, - 0,, 4 00' 'p co scale 4w -0800, Av:SHQIN. Shot, co, '00 EXISTING GROUND -AT GUTTER FLOWILM (LT) FPROPOSED GUTTER FLOW -INE GRADE (LT) 0,. 2-00L — - - ----------- ---- ---- - - - - ---- -- - - ------- - ------------ - --------- ----_-----­----- ------- - ------- .......... . 5 U W, ---- - ------ -- -- ---- -- P, 4- Cp CD U) 4_1 LO w 4 CD ko di 103, -,j 104 � 1,06 107 108 109 1101 114 113 1 f NOTE: ALL STATIONING IS ALONG STREET CENTERLINE 'EXCEPT -WHERE NOTED AS FLbWLINE STATIONING. Am EXIST.- EP GRADES 1.2 F LT PROP. GUTTER FLOWLINE GRADES (J) 3,40 335 . , 330 325 320 3,15 Stantec Consulting Inc. 259D Venture Oaks fty. -Sbcrcmentjo,: -CA 95833-3288. Tel, 9.1`6:588.2500 Fox; 916,921,9274 wwwstontm-com Aft ftRi!Ittrved, . The C-6ritraotor shelf, verify and .'be,,,re—Vonsible for: all dime 0 S WOT,'4�fe44 4rbiJn`9 on* errors or omissions, shall 'tie ,,$to ntec,,'i0o,nidl ti44�, Ind,; witb66t­deJqyi The Copyfiqhts, to all, dedigw4pd - drawings are. the.,property,ef. Stantic': 6nsbitifigAnd. ke.-pilocI6666w or: use ifor,�opy n iid bYj----Stantic Co 416n§- In �is:'lorbi�den., thdt, &itho�lns ConsWoftn'Notes (D, CONSTRUCT TYPE "B" CURB- AND GUTTER PER C.B.D.S. NO. S-1. O CONSTRUCT 5''WIDE. STANDARD, TYPE SIDEWALK PER G. '8'.D. -S. NO:. S-3. O EXISTING POWER 'POLE TO BE, REMOVED/RELOC BY UTILITY COMPANY AT � EXPENSE OF DEVELO'27Z .O PLACE 4* 0 PVC., SCHODULE 40 CONDUIT -WITH WIRING AND PULL. BOXES -FOR - FUTURE'TRAFFIC, SIGNAL INTERCONNECT PERC,B,+D,S. NO. T-34. O USE 1500. 'FT. RADIUS CURVE AT CURB ANGLE -POINTS- FOR SMOOTH TRANSITION- (TYPICAL). Revision' By. 40d.1, ',,lj4tb -F Nomir. :Dwn. C.hkd. Nqn; 04 to (o E)k --31-•08_ .7 .2 Cfientlftjede J_ UNC 6 cn .2 STREET T-l�TORM=DRAIN RL A, N S E > MCALLI.STERIRANCK 2 Z CL z MAJOR -PHASE -1.4. em County; Califomia E cn Tme PANAMA. LANE PLAN -mb,_.P.Ro -0 T Ast-r STT.A. 103t-, 0, - 0,, 4 00' 'p co scale 4w -0800, Av:SHQIN. Shot, co, '00 -RETURN FL,. GRADIS RETURN FL GRADES BCR=337.21, BCR=336.73 1/4 4=337.19 t„ 1/4 A =336.95 1/2 4=336.97 1/2 & =337.16 3/4 &=336.75 3/4 A=33.7,38 ECR=336,53 DECR-337.59 Q0 TRANSITION TAPER DATA STATION OFFSET FROM C L CURB & GUTTER FL 11.8+21.99. 63.00' LT 11.8+3:1..99 6284 LT, 118+41:99 62.37 LT. 118+51.99 61.59 LT. 118+61::99- .60.50 .LT. 11'8+71,9.9 59.25 LT: 1.118+8.1,99 58.00"'LT. n 1.18+91.99 56.7.5. LT. 11:9+01,99 .55.50 LT, 119+11.99 .54.41• LT. 119+21.9-9 53.62 LT. 1:1.9+31.99 53.16' LT, 1 1,9+4-1.991 53.007 LT. C L TANGENT DATA LINE LENGTH BEARING L1 2641.78 S89'37'09"E L2 2640.77 -S89'22'55".E FLOWLINE CURVE DATA CURVE I LENGTHI RADIUS ITANGENTI DELTA C1 _ 46.82 30.00 29.70 89'25'18" 0 50' 75' 1001, v� toTPArT "=50'Fi ■ t- ■ ■ ■ >I■�. c> Gx: C7 Gj �� `.jvtst?---_---Ce PHASE , w ov°'� _, w I .� M + � o .McALL(STER RA � H ROAD w �,, ¢ /� ; °" cx o r' a rr; z z ' da V) ( in rn . F Z rr ,,, a' w ; _, o I \ r. SEE SHEET 20 83 i o ''' w C ci F. ti ri C%4 U .- cv - .a as Cv , �- wM ©Z Zw , N >- ` r r 110 . R/W Lai co cc, c�a _ r ©� °' J ra. c "- _ as Z w Ltj w ; - w CLL . rillQ ci %jill, L4 61' 4g r w + oa .pw� ya. i�r +/may .�: '= c`�� `.' '3 Z c � a . C z °_' ca `� to �? z Q ,yry1 f� Z rj� T �D /W/y 1-- f. Ii �A +} /+� !/-- E Q �+� ���..� .L/V�. ti Iiry.I ty" yLL�I I� Q. 7 (yj� /Q� GO �Wy aJ 50 �- to V! Z LL f '? �- 4Y M'l `\ F•... V 3i + `-i. .r«� _ -Z Y w iL z c�. Q c� w ,. ,✓„ , �, r .� + J �, 3 cz± c� , Q i � CL aD `� 1 = Mtn t ^7 `w^. " 1- w R Q -`J sit / �"" l�iJ N C `�` � -^I Z V N Q .- t L 1►-- <n . : * rn m r- w t•- a eC 3 Vc� cs -- fir" t-- ,,, Q 81 ,,, "a ,...2t 8.5 8 .- o i =, 8r 4 w 33M ,� Ii U `b 37 9 v� r� cif tr 'Std, ,y 6 : i, i rQ- Z , o' tt j z q'TP N E, I e . ^� s w .ct.¢> d'� _ 7, �i. 7 16 LU `� _�•�' - ,,, - y ""' .... 7 l ' •I,��35 / s V! -w w1.11.AAr rb r .rr� r �Y r r .�:�w war w w*ill M"M11�r' r �....M`_._ _._..._.._....... - --------------- _....__ ......................_ ..__. ... ,... gym... _._��w_..__-»___�_ _ . _-.-_----- k _ ---------- - O. �. .. -.. .. » -- ---- - _ r � &5 Ld b a 0 5 ' 4 + N -..� _ - ;�,_ . - 339.9`w" �,, -} _�_____-- 39:1 -AS - HA GA Al V) � � - � .3�••-'�' w w.....,�; c" -..- w _ L2 5 - c 340.2 X .34Q� 4 . 4. 3 M'`' w a°: z ..,,___................ _ cv - ..-�-.. Go LII C? , ✓ !. W5Z l�f _.M _ r - �. - Cif N Lo z ` 33.,5 _.__....,.._.....m _�....._, ,. . ..i ,. .., cz 9 -� r-�. _� ._ . «i co Z X339..5339.4 X39 7 z Z a-' = w Z . c3 -�+ ¢ to z . oa Q r., _- .-�.._00 ao Z 3:, F-' w 338 3 _ a f - .1 oD w ., "' ,� z--� ----...._ ______ . ,.... ...� .,d_ Lj t3 . ' _.. -. -� w __- X '< �' _cam w X33.4 i x _ Q 37 .37.3 I� �' �_ I-- I �-, Qva w o.� X�/}� 37.2 ` X337, 2�Q .,37, 2 �Q Xj 'moi , t i ,� A. . ca a cn ca 1 un w o. cn w CL € w CL cn w o_ I I. T PANAMA LANE t„ to EXIST. EP GRADES - (12 ,T . LT)co M PROP, GU17ER FLOWLINE GRADES (Li ri CNCN CJ � tod ice•• V. 06 o5 od aS C4 CV' r M M +n..w•w� ..w..r..+,..+�� M C4 Ch ull CIO tp n tr n N 6 r7 ?i M (12 FT Li . o Ny �• � � � r`1 � 1� j ar 06 2 n 4 C> 0i r7 00 in CNCN CJ � h ice•• a� 06 od � CV C4 CV' r M M +n..w•w� ..w..r..+,..+�� M C4 Ch ull CIO tp n tr n in 6 r7 ?i M ar 06 2 n 4 C> 0i r7 00 in 114 03 to 115 .. 1 1-16 r;. w ' 5 I 0 a 0 _. j CP 174: 117 11-3 NE NOTE: ALL STATIONING IS ALONG STREET CENTERLINE .EXCEPT WHERE NOTED AS FLOWLINE STATIONING. QD _ :XISTING CNCN CJ 6 !" 00 CV C4 CV' r Cy CV' 06 +n..w•w� ..w..r..+,..+�� 0 0 Ch 0i r7 O di In 0S 6 n in 6 r7 ?i M 114 03 to 115 .. 1 1-16 r;. w ' 5 I 0 a 0 _. j CP 174: 117 11-3 NE NOTE: ALL STATIONING IS ALONG STREET CENTERLINE .EXCEPT WHERE NOTED AS FLOWLINE STATIONING. QD _ :XISTING w � I, O !" 00 CV C4 CV' r Cy CV' 06 +n..w•w� ..w..r..+,..+�� 03 0 114 03 to 115 .. 1 1-16 r;. w ' 5 I 0 a 0 _. j CP 174: 117 11-3 NE NOTE: ALL STATIONING IS ALONG STREET CENTERLINE .EXCEPT WHERE NOTED AS FLOWLINE STATIONING. QD _ :XISTING w � I, O !" 00 t I Z 340 : EXIST. EP GRADES +n..w•w� ..w..r..+,..+�� 03 0 iv 0i r7 _ di In 0S 6 � 6 r7 ,. (12 FT Li . o M �• � � � � � 0:209 � 9' - � _ Aw PROP. GUTTER FLOWLINE e,t GAL �!ES M to 335 n rn � � M �,; GRADES (LT) 330 PANAMA LANE o 1 PLAN AND; PROFILE `STA. 114+0:0 TO STA. 126+001,CIO t� -Project No. Scab -� 1844 00800 AS-SHOWN No. Sheet Revision. C-11 O 11 of '3 O A)CIr � 325 w'¢ z � v v m --- - - 320. U_ U_ =� U . 114 03 to 115 .. 1 1-16 r;. w ' 5 I 0 a 0 _. j CP 174: 117 11-3 NE NOTE: ALL STATIONING IS ALONG STREET CENTERLINE .EXCEPT WHERE NOTED AS FLOWLINE STATIONING. QD _ :XISTING w � I, O !" 00 t I Z r) : EXIST. EP GRADES +n..w•w� ..w..r..+,..+�� 03 0 iv 0i r7 6 di In 0S 6 � 6 r7 ,. (12 FT Li . o M �• � � � � � � � � � c 'oI Aw PROP. GUTTER FLOWLINE e,t GAL �!ES M to STREET f STORM ORAIN PLANS n rn � � M �,; GRADES (LT) GRADE AT CENTS UTNE -EXISTING GR - UND AT G01 ER FLOWLINE . LT) EXISTING EP GRADE (12 FT LT) 121 PROPOSED OPOSED GUTT IER FLOWLINE GRADE (LT) 'o -207L.- 1,22 . 09 122 15 w Cn Cb 123 345 34033 - - ---- .�_- .5 330 325 320 124 125 126 Stantec Consulting Inc. 2590 Venture Ooks Woy Sacramento; -CA 9583.3--3288 Tel. 93.6:5:69.2500 Fax. 91.6.92.1.9274 www.stantec:com C plyNht Reserved The Contractor shall, verify and be responsible for all dimensions. DO NOT scale the drawing - ony errors or omissions shall- be reported Ab Stantec Consulting Inc. without delay. The Copyrights to oil designs. and drawings are the property. of Stontec Consulting Inc. Reproduction, or Use for any. purpose otherthan that authorized by 'Stantec Consulting Inc. is €orkaidden. ConskuGUM NOW &CONSTRUCT TYPE "B" CURB 'AND GUTTER PER C.B.D.S. NO. S-1. O CONSTRUCT .5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3. CONSTRUCT HANDICAP RAMP CASE A PER C.B.D.S. NO. S-41. CONSTRUCT STANDARD SURVEY MONUMENT PER-C.B.D.S. 'NO. S-29. EXISTING POWER POLE TO BE REMOVED RELOCATED - BY UTILITY COMPANY AT EXPENSE OF DEVELOI?£R. 6 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL INTERCONNECT PER C.B.D:S. NO.. T-34. (DPLACE POST TYPE STREET SIGR PER C.B.D.S. NO. S--40 USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL). 9 PLACE 2r-3" 0 PVC, SCHEDULE 40' CONDUITS -AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL LOCATION PER C.B.D.S. NO. Ti 4 Revision ByAppd. � I, Date Z -Fite Name' �.r.w v iii +n..w•w� ..w..r..+,..+�� _ Dwn. Chkd. Dsgn. Date iv t QRp�ESSIp� a •' ' G L O�jt, ., Uj Exp -31-08 _ o CIVIL c 'oI GNer Wraject e,t GAL �!ES i C STREET f STORM ORAIN PLANS V~ MCALLISTER RANCH MAJOR ROADS - PHASE 11 Kern County, California Tule PANAMA LANE o 1 PLAN AND; PROFILE `STA. 114+0:0 TO STA. 126+001,CIO -Project No. Scab -� 1844 00800 AS-SHOWN No. Sheet Revision. C-11 O 11 of '3 O A)CIr � RETI RN.,FL GRADES, BCR -33:.6$ l 1/4 &=3.39:50 Z 1(2 b =339,33 3/4 =339,17� _j RAWHIDE ROM ECR -3.39.00 ci.o '(MAJgR ROADS - PHASE I ! 60' R/W ` }O pe) C-4�,,� o 30' 30' LU rIN + torJ z T / � 22' 22' � 7 Q 5 ^7 Acta En- /In (J7: w W ~ ': N cn ao %' 34 in WE '20 EXI,ST EPIt LO GR'AFS M l`; M X12 PT LT) PROP. -GUTTER CN 00 FLOWLNE Q00 A 06 GRADES, (LT) TURN -FL .GRAD!~S R'=338:88 44=338.11 2,4=339.11 4 &=339.22 R=339.33 TRANSITION TAPER DATA STATION OFFSET FROM C L CURB & GUTTER FL 129+1.6..92 .63.00' LT 129+26:92. -62.84 LT. 129+36:92 62:37 LT. 129 -+4.6,92:6,1,59' -LT. to n 1.29+56,92 .60,50 tT. 1.29+66.92 59.25 LT. 129+76,92 58.00 LT. 129.+86.92 56.75 LT. -129.+96;92 '55.50 L.T. 9:30+46:92' 54.41 LT.. 130+1,6.92 53,62 LT. 130+26.92 :5.3.16 LT. 130+36.92 ' 53.00 LT. t C L TANGENT DATA FLOWLINE CURVE DATA LINE LENGTH BEARING CURVE LENGTH.1 RADIUS I NGENTI DELTA L1 1 2640.77 S89`22'55"E C1 46-821.30,001 29.70 89'25'18", " V) z 00 CL W z . +w to Caz ui w _, �� wN OCL C-4 d1"=50'H � N !A t`4 z �.. t C1. in z N N LL 4tJ 0 r` t7s Q Z C3^ 1 is ! tO o� N ir? lsl. �- _j ^ cos +�'� � `^� i. r X !! � O W 0 z d F- � O LCi C ? tf l r E r` Q N r"» ... h_- C 7 z tar lsJ ! tr! X (0 Q (jay cLi P[�i ( } � f") + �'"" r +' �,,,� �"./ r! Q "l" ..J + U ..a r..�. Q•r e,['R ` . 4 - ..3 3t3. 7 M z a i'r- " .38. rx; �,., 3. �? , 3 . $ a n 11�� 1_-' N c� v� _j R- w n %"'ol>n' V_ /r N Q c� r �- C� uj cfJ w tt7 �,' 37� O O -� •- z ¢ .,. , =� ,,, a. �M-2zCA d � w A4 z c� � w z`�',�p4w4A__ �j1 z°71,3c� '3rn m � �, ca Q , �C� �c a Hca ifs cn Y cn Uj E- fiC C �rn o a� {6"W _� '{ w rpm *ft Am dwsp� �6 �..• -"I" r .�.NIIY r r .i rIP1UM�1w r r a� �11AII,p M..i AMM.. ,r �..lwplAr .� rw ww ••w"w•• _ r .r Ur...% a r ui --:.�'tl-.�i1s.. - - -_ _- - «..... - - _- ------ --------------- _.,.. ..,.w.... ts�nnaaca,�aaaw�.... .-_ __ - - .... -Q� , .., �,.`s...r. .3: -....»« ............... M C. « 6: 00 OF ...... ...... ...... 0. 5___(9 -_ CN - 4_34,8 co Jk CN N isi mom 10.7 Uj A LJ �.�X.._..340 w rx "`�, .. x >µM __.....«.__......................... ^.�............. _«...,.......... �' l c`�'v z.... _ - ._._. «� 7- ..,,J' $i `.•. r„�w,+�-y..,.._....,..-.....-.r.-.+•••.r>+..w,«'r`'..^........-} "" DRi M 'V"".""'•"..,.'.`....�.."�- r '.........,� .....p""(i`i.".,.."'..........�„""'.`•""•..""`^,,..`i--�`�-,.,,,,., ..��.3 .s'e 2 tw! 1 cn w. • ,3 32 �'�' .. ,6 � AN, 8..6 ?�'..� ��j F339,.,E trs ' PANAMA LANE - 0) r- ua to ro � os ,- �t •" � O �-- © � •- �- 10, 17 1i' � N � to n ti M EXIST 0 i 0 rr1 0 i Z O r7 6 t�3 Q ��J o lo - 0 M ca 0 r� 0 I? 0 r'"3 0 ro (S r�r3 M 0 M 6 ' GRADES ( 12 FT LT) r.r• u, rr j M M NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. . �- 0') n ro I� cD ro � os ,- �t •" � O �-- © � •- �- 10, 17 1i' � N � to n ti M EXIST 0 i 0 rr1 0 i Z O r7 6 t�3 Q ��J o lo - 0 M ca 0 r� 0 I? 0 r'"3 0 ro (S r�r3 o 10. 0 M 6 ' GRADES ( 12 FT LT) r.r• u, PER C.B.D.S. NO. S-29. rr n M o r. M r oo r. r, r. co r. a� r" o r, *- r, c•, r- r7 r. r• +n , PROP. GUTTER FLOWLI N M M 0i s� t✓5 PLACE 60 LF OF 18" R.C.P., CL --III W/ R.G.J. to M C6 r') c r+) a; r•7 n c6 06 �, c) �, o; �, 0i0; PULL BOXES FOR FUTURE TRAFFIC SIGNAL LOCATION o; GRADES (LT) 345 Rl =339.67IM=340.05 (-EXISTING, GLADE •A1 CENTERLINE PROPO • ED 'GUTTER F OWLIN£ GRAM (LT) EXI's 'ING GROUND T GUTTER FL WLIN£ (LT) ./�4 _ EX STING. EP GR DE (12 FT LT y :^ ....M.,.., •••• »••••••..• .�.'�".. �' '»^"»;a .«., mu.mc ex _ +w...e.r.•. .vMvw..w . srwa.ecia .ueen{cwa. rns:ss:s:s ::mss r_ssc ec�aueeu wcamc a -n V_[-0.207 HG ,a =33 .40 HGL,,,= 335.614 335 1 FI i mom F 333 96 . FL=334.38 PLAPE 363 LF 00 18" R.C.P., OL -III PLACE . LF ;OF 18' R.C.P., CL -II W/ -R.G.J. DRAIN � IPE, S-0.001, 30 W4, 88DFS P R.G..AIN IPE S-0.0015. 32 , M w a' m 320 3 5 a:; O N dr 126 127 r RIM=339.3 -- HGL,a=366.05 345 RIM= 40.02 340 a HGL,a 336.30 FL=335.51(18") 335 F.=335.44 •.FL=334.9 LPLACE 350 LF F 18" R.C.P., CL -III » W R.G.J. DRAIN PIPE, S=0.0015 1 DRAIN PIPE S=0.0015 330 325 320 Lj Q � 0 40 Cl) CD CD 1.26 12.9 130 131 132 133 134 135 136 137 136 r Stantec Consulting Inc. 2590 Venture Oaks Way Sacrarnento,'CA 95833-3288 Tel. 916,5.69.2500 Fax. 916.921.9274 wWw.stontec:com Copyrtht=Reserved The Contractor sholi verify and be' responsible for all dimensions. ,00 NOT, scale the drowing - any .errors or bmissions shall be reported to Stontec Consulting Ino, without delay. The Copyrights to all designs and drawings are the property of Stontee Consulting Inc. Reproduction or -use for cry purpose other than that authorized by Stantee Consulting Inc. is farbiddep. Ccros#UC0 in NoteSS CONSTRUCT TYPE "B" CURB AND. GUTTER PER C.B.D.S. NO. S-1. O CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D:S. NO. S-3. 33 CONSTRUCT HANDICAP RAMP CASE A I PER C.B,D.S. NO. S-41. O CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S. NO. S-29. z 5 .CONSTRUCT STANDARD BARRICADE END OF STREET PER K.C.D.S. PLATE NO. R-67. Q EXISTING POWER POLE TO BE REMOVED/RELOCATED BY UTILITY COMPANY .AT EXPENSE OF DEVELOPER. 0 CONSTRUCT TYPE "A" CATCH BASIN n a PER C.B.D.S. NOS. S-12. & S714, PLACE POST TYPE STREET SIGN PER C.B.D.S. NO. S--40. CONSTRUCT TYPE "B" MANHOLE PER C.B.D.S. N.O. S-21. 10 PLACE 60 LF OF 18" R.C.P., CL --III W/ R.G.J. DRAIN PIPE, S=0.0075, FL AT MH -333.96 FL AT DOWNSTREAM END =333.5.1 11 USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION' (TYPICAL). 12 PLACE 2-3" 0 PVC, SCHEDULE 40 CONDUIT AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL LOCATION PER C.B.D.S. NO. T-33. 13 PLACE 4' 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL INTERCONNECT PER C.B.D.S. NO. T--34. 341, P z: __z x IV - 00 SLL Ls_ 3k.9. 9 1 1 3n, R Q r 394 9.6 9,A 1 4i 1 31W, � I X33 J. '? X; 4D_;IJ a. 0 Q i x 0- uj I �` Z4� - �� tn Z"N 4 ------ I tZ MNIMIIMY� .1111. IMm _7 110 V. ---------- t _w RUM f • 3.. 00 3 .0 z X LAJ V_ LU Uj CL a C L.TANGENT .DATA . LINE LENGTH - I RING L1 �40-77 - _'S89t2,55"'pE_ L2, 2-641-031 S&9 -,24',08"`E I 0 50' =50H, V [z 17) Lu >< 3, M6 9,3 339,Z? X �5 z 9, 4 )<339.5, J$ X W a- .�39 \"x �11< 1-1 . x x 31 >�" 0�_ e 33 z 193 z X 1 2%, 6 ) 2. w Id 4�r _7_7 �717 7", 7 uj '------------- ........... =Z= S_ ---------- - ---- - --- ---------- Ki ww -Z4 A 'I 6 CC :11101 v340. '0, 6 IWA - - - - - - - - - - - ------- - - -- --- F- iiii; 4 - - -------------- L11 71 -A Lo �AAJ 336.9 ........ . ...... . --- ---------------- -------- . . ....... 71,4 0 to x Aj 9 LAJ� 337.9 x q X,41,5 . V37 9 < 4 �^'"-"._.... !..,«..._.........._..wrw'•�"w,.,.. ,r, 4, '.,� -,a . . ........... . . . X341. 6 Mm - ------ - - - - ­ uj X338,7 5; 1 J;L�u<V38, 8 -____.X 3391 X3392 Cf- 339,3 PANAMA LANE NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. 00 Lo Cq 01 Cq :Co 00 *0- "t Lo Ln r- Co Co a) 10 N .'O� - ' . EXIST EP EX[,S­,T -EP 10. 'DES .6 ORA V d CS .14 it GRADES 1217 (12 FT J) PROPGUTTER r_ . - I,- , r_�, r- N r_ r- r__ r- PROP: GUTTER to. to FLOWUNE to to 1�1 Co Lo G oi of oi C3 6 6 C.S.6 d, 6 .0i 6 RAD 93tis rte, r7 ra. to .6 FLOWLINE 't till) to- 1et et tSF .o GRADES _(J) ----- - --- ---- - EXISTING GRADE AT Cf -45 PROPOSED'CUTTER.FLOWLINI GRADE (J) /�EXISTII IG GROUND U.N 0, Al GUTTER FLOWUNE V) 3 GRAD FT LT) EXISTING' EP CR. 345 .............. M=340.924 RIM�339.9.2 34-0 —0.?0% 020%. -ft 340 HGL,o=2136.69 E HGL,o=336.86 0 335 3-35' -- - --- - ----------- ------------ FL=335.51(18") FL=33.5 91, L-336.30 '4` PEACE 18' R4 1 -p, -.CL-11 W/. o T,O"04. 'PIPE;'"'S 0,,001,5 E, DRAIN -PIPE � '330 S= .0.001,6. 33€ Z. 325 - - ---------- - - - - ---------- --------- --- 3215 C3 320 r ------------- - - 32 0 4: 13-8 :3 1.4 141 142 143 irom 4- 1:46. 1,47 1,49-a Stantec Cons'uffing Inc. 2590 Venture Oaks Way Socrom ento, CA: 9583343278,8- Tol. F6. -91,81,921.0274 wImstardecxom 75.9 001 CopyNht ., RMrved - "p.qp6jbW rfor. 611,.dim DO 1 Dv NOT "sod 16 t h e',diu'"' 111' '8­hd1V'be ,,.'reported: 16 uitla� . t" b_'AM , '*e'vPYT191 I 1 611 .:deslqni�--crhd'dr'qw!9j -Is are The -proper v,0, , .9, Dim Clhkd. 'p6nt Repi6dtidion--:orz:`use forr bink.purpose i6thorAhbn 'f&bidd,en. trot-: authorizedOyttontec -66nsotiln'q� -Inc: is 'SS 00�sftdWlotes G) CONSTRUCT TYPE "B" CURB%AND GUTTER L PER C.B.D.S NO. S"1. C� CONSTRUCT 5' WIDE -STANDARD- TYPE SIDEWALK, PER CAD.S. NO. S-3. EXISTING POWER POLE TO. BE.. REfJiOVED/RELOCATE{? lxpZ-31-08 •4N BY UTILITY COMPANY AT -EXPENSE. OF DEVELOPER. CONSTRUCT TYPE 'A" CATCH BASIN., PER CARS. NOS -.,S!-1:2 & S-14. 7 PLACE 4'!' 0 -,PVC, SC,HE-,DU.LE 40 CONDUIT WITH WIRING A 'N -PULL BOXES: FORi.-FUTURE TRAFFIC, SIGNAL D INTERCONNECT PER NO. T"34. %0 Of • Dim Clhkd. bagn., Date* 'SS L C� lxpZ-31-08 •4N 7 %0 Of L 6m"IRW VAUJ;K LAAD, W V T., [.8T,R 'S TT, R E- EOV�DIRAJKPLANS c-ALLAST R m 7.E -R- ANG �,MAJOR--,-ROEADS--PHAS .11 in Korn,County, California We 0 -PANAMA :ANE PIA,- Ns'­N,ND;-'p RZOIFILIE. - Pmjo N.b;� 7 .3 Co EXIST EP (0 a GRADES (1 2 FI` LT, NOTE: File. Name: .._.....n .,...:....._ -PROP: GUTTER. FLOWLINELO Dwn. Chkd. Dsgn. Date m C; GRADES (LT} c� 6 co i 345- 340 1= L=336.14(18") �35 to„ W/ :G.J. DRAIN APE, S=0.001 f (C8 ro CB) 330 r J 325 320 I 151 r. Q A PANAMA LANIF C 00 0 C4 00 �. a 00 rn o to fV C V CH C+! CV CJ N C4 CA C -i hi �• d' tl- �t el• et d• �h 4 ^� et e1- cf 0> v cnv. C o M o 04 M ar) rh M M 1h M ri t+) 1h M M r7 rh EI PROPOSED GUTTER FL I .WLINE GRADE (LT) 1.25 F IM=341.78 RIM=341. 2 wmie ,e r.�,;: «�X:s�z z':r.:::'� •re ::.�'rw;..• ... .... .;�..c-..•:-: ..... �� ��' mrll�s. aeea.�un» e�:�,�. .*c �.-:u ��..� ..»� ..... ... ""'--,.^•- ......,..,.. ..",.,....,� _........ ............ ,.......... ,`....... ...�,... x...::^..c .... .. =336.60 FHGt =336.04 HGLm=336.24 I I T52 PLACE 265 -IF OF 1$" R. .P., CL -III W/ R.G.J. -DFAIN PIPE, S=D.0016 0 153 154 �•-- PLACE 270 LF OF 8" R.C.P., -CL III W/ RG.J, GRAIN PIPE, S=0.0016 _. _..M .... � ......... .......... 155 155 157 Appd•- date I y NOTE: File. Name: .._.....n .,...:....._ CL n Dwn. Chkd. Dsgn. Date m C(�+f C LJ.J19IIf,E� ' STREET CENTERLINE EXCEPT .Q • 993 Exp.3-31-08 WHERE NOTED AS FLUWLINE m Wl9.G..... rF STATIONING. OF CALIF 153 154 �•-- PLACE 270 LF OF 8" R.C.P., -CL III W/ RG.J, GRAIN PIPE, S=0.0016 _. _..M .... � ......... .......... 155 155 157 `--= •PLACE 350 LF OF 1 ,3" R.C.P., CL III FL=337.06 -5 FL=335. - 18" W & N) FL=336.50(18"E) 33.0 ---- -� - 325 Ll 320 158 159 .m 151 152 i' 10' Stantec Consulting Inc. 2590 ,Venture Oaks Way Sacramento; CA 95833--3288 Tei. 916.569.2-500 Fox. 916.921.9274 www.stantec.corn go; Copyright, Reserved The Contractor shall verify and be responsible for all dimensions. .DO NOT scale the drawing - any errors or omissions shall" be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of Stontec Consulting Inc. Reproduction or use for any purpose other thbn that authorized by Stantec Consulting Inc. is .forbidden. Const6i4W Notes , G) CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.D.S. NO. S-1. t CONSTRUCT. 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3.. -03 EXISTING POWER POLE T0. BE REMOVED/RELOCATED BY UTILITY COMPANY AT EXPENSE OF DEVELOPER. CONSTRUCT TYPE "A" CATCH BASIN PER C.B.D.S. NOS. S-12 & S-14. USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL). 6 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL . INTERCONNECT PER C.B.D.S. NO. T-34. O PLACE 65 LF OF 18" R.C.P-., CL -III W/ R.G.J. DRAIN PIPE, S=0'.0154 ` FL AT CB=335.00 FL AT OUTLET STRUCTURE=334.00 O CONSTRUCT OUTLET STRUCTURE PER PER C.B.D.S. NO. S-9. G) CONSTRUCT TEMPORARY CONSTRUCTION FENCING (6' HIGH CHAIN LINK , S-1.0) AROUND TEMPORARY BASIN. 10 CONSTRUCT STANDARD CHAIN LINK FENCE GATE PER C.B.D.S. NO. S-11. 11 CONSTRUCT 16 FT. WIDE STANDARD RESIDENTIAL DRIVEWAY PER ,C.B.D.S. NO, S-4. Revision Appd•- date I y NOTE: File. Name: .._.....n .,...:....._ CL n Dwn. Chkd. Dsgn. Date ALL STATIONING IS ALONG C(�+f C LJ.J19IIf,E� ' STREET CENTERLINE EXCEPT • 993 Exp.3-31-08 WHERE NOTED AS FLUWLINE Wl9.G..... rF STATIONING. OF CALIF 0- h EXIST EP Clien#Prgect GRADES SUNGALWIVIPARIES samr�? tJ %l. per i.01 ut.,$ STREET l -STORM DRAIN PLANS (1 2 FT LT) McALLISTER RANCH., ' MAJOR ROADS - PHASE 1.1 PROP. G UTTEF r- r• r a- r �f t'r - FLO T irf LI 1 'A`'� E PANAMA :LIEN E V. PLAN AND PROFILE GRADES (LT) STA. 150+00 TO STA.182+00 a Pr*d No. Seale "SHOWN f STING .GRADE AT CENTERLIN - Drawing"No. Sheet Revision - C..1 13 14 of .37 cc cc XISTING GROUSID AT GUTTER' FLOWLINE (L EXISTING EP GRADE (12 FT LT) 345 RIM=342. 2 ~ HGL_JQ=3 .74 () N1111l111N11111111111l now" FL=337.30(18") 18" D AIN PIPE `--= •PLACE 350 LF OF 1 ,3" R.C.P., CL III FL=337.06 -5 FL=335. - 18" W & N) FL=336.50(18"E) 33.0 ---- -� - 325 Ll 320 158 159 .m 151 152 i' 10' Stantec Consulting Inc. 2590 ,Venture Oaks Way Sacramento; CA 95833--3288 Tei. 916.569.2-500 Fox. 916.921.9274 www.stantec.corn go; Copyright, Reserved The Contractor shall verify and be responsible for all dimensions. .DO NOT scale the drawing - any errors or omissions shall" be reported to Stantec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of Stontec Consulting Inc. Reproduction or use for any purpose other thbn that authorized by Stantec Consulting Inc. is .forbidden. Const6i4W Notes , G) CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.D.S. NO. S-1. t CONSTRUCT. 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3.. -03 EXISTING POWER POLE T0. BE REMOVED/RELOCATED BY UTILITY COMPANY AT EXPENSE OF DEVELOPER. CONSTRUCT TYPE "A" CATCH BASIN PER C.B.D.S. NOS. S-12 & S-14. USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL). 6 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL . INTERCONNECT PER C.B.D.S. NO. T-34. O PLACE 65 LF OF 18" R.C.P-., CL -III W/ R.G.J. DRAIN PIPE, S=0'.0154 ` FL AT CB=335.00 FL AT OUTLET STRUCTURE=334.00 O CONSTRUCT OUTLET STRUCTURE PER PER C.B.D.S. NO. S-9. G) CONSTRUCT TEMPORARY CONSTRUCTION FENCING (6' HIGH CHAIN LINK , S-1.0) AROUND TEMPORARY BASIN. 10 CONSTRUCT STANDARD CHAIN LINK FENCE GATE PER C.B.D.S. NO. S-11. 11 CONSTRUCT 16 FT. WIDE STANDARD RESIDENTIAL DRIVEWAY PER ,C.B.D.S. NO, S-4. Revision Appd•- date I y a File. Name: .._.....n .,...:....._ CL n Dwn. Chkd. Dsgn. Date 464Q C(�+f C LJ.J19IIf,E� ' • 993 Exp.3-31-08 Wl9.G..... rF OF CALIF Clien#Prgect SUNGALWIVIPARIES samr�? tJ %l. per i.01 ut.,$ STREET l -STORM DRAIN PLANS McALLISTER RANCH., ' MAJOR ROADS - PHASE 1.1 Kern County, California Tule HT1 PANAMA :LIEN E PLAN AND PROFILE STA. 150+00 TO STA.182+00 a Pr*d No. Seale "SHOWN f 1844 00800 AS - Drawing"No. Sheet Revision - C..1 13 14 of .37 cc cc Al�I� 1 SOUTH- ALLEN ROAD ?41,4 1 V) V) :�4P, 7 "LO x C L TANGENT BATA z ZD VS Uj LINE LENGTH BEARING c6 L1 2641.05 S89' 4'08"E (30 34-e 0', 5,0 C). 41,4 (n U.J x C> -0 0 4P, ,3411 ®i 1. r1% _j 1 34P z ><?4L3 ae M < 0- Lai CL + 03-1. V-. X, �-j . 14,19 m =-, (N, Cr U Las 01 S2 + C14 La C,4 1--, .-j I '0� 0: + !:j W . 19 31,- L w 10 UJ fx_ z Y4� '<40,\9 3 4 UIX Lj_ to,8 4 W I -F :4. V75 Ile 1:73 00 'Q0 0 5-11. 7 ------------- >\ w _�, � �_V z Ld V1_ ><34,11,7 z- - ---- 77, . ............ . ..... ... .. .. .. ........... X, \13,-4,-P 9 A w 3 I V N Nk . zlt 4 -- — - - - ---- -------- .... ....... '-F + -3-42.8 41,6 -00 X134e, 3 X X.940,9 Q-010 X2488 4 9�. I 1<9 0 3>4�, 1 -mo 339,4 �,.,. PANAMA LANE EXIST 'EP14- GRADES , QQ OR C4 0 C14 00 to N civ caw 12T LT) U") %t Chk. Dsgh. Date 6i qIVESSION to n n PROP. CUTTER FLOWLINE oLO 3 -08 Exp.3 -1 4 co O) q GRADES 1_: n CrfeMPropd, n, tn V_ to to C14 itt in -STR-E-E7fS-;T,.0R� M-,*D*.R,-A WLANS 345 340 FL=337.30(98") 335 330 Ck tj 325 L J 32-0 -EXISTING GRNDE AT CENTERLINE PRO OSED. GI.JTTEj FLOWLINE. GR NDE (LT) EXISTING- JqROUND. AT GU ER FLOWLINtj (LT) EXISTING EP GRADE (11 FT LT) RIM=342.1'4' 0-tv. 0.207, .. . ...... = HGL­ ......... . - PLACE 30 LF OF 118,"1 R,.C,P., CL -111 FL=337. ITV/ R.G.4?. DRAIN PIPE, I 5=0.0016 163 a 166- U0601 im Amm EXIST EP GRADES (12 FF LT) PROP. GUTTER FLOWLINE GRADES (J) 345 340' 335 330 325 320 =50,R0 50, 75',01 m a I -v5V I -W 0 w 0 7.5' NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING, $tantec Consulting, Inc. 2590. Venture Oaks Way Sacra mmitb,', CA 95&33 328.8,. Tel. 916.560.2500 Fox. 916.9,21.,9274 1,00, www..stonte&.coh1 10, The Contractor shall verify, and, responsible for,all dimensions. 00,,. scale 16,ftie,drdwi -any ng +Orror0: or ornissions.sholl be reported :to. Stanf6.c,-:donsuiting:ihc.,.,With06t The c9py4ghts Ao 6W designs; , arid, drawings are: the property, of tn6. R4producfl ori. or. use for ,any purpose• 6thet-than Consultin 1s f&bid4en. Constucbm Notes CONSTRUCT TYPE '"B', CURB AND -GUTTER PER 03.D3.'N0, S-'11. O CONSTRUCT 5' WIDE' 'STANDARD TYPE SIDEWALK PER C.B.D.S. 'NO-: S-3. 03 EXISTING POWER POLE TO BE REMOVED/RELOCATED BY UTILITY COMPANY AT EXPENSE OF DEVELOPER. 0 CONSTRUCT TYPE 79 CATCH + BASIN PER C.&D.S. NOS. S-12, &.S-14. USE 1500 FT. RADIUS: CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL). 6. PLACE 4".O PVC, :SCHEDULE 40 CONDUIT WITH WIRING AND PULL. BOXES ES 0k FUTURE TRAFFIC SIGNAL INTERCONNECT PER t.48,DZ. NO. T-34. Revision, BY Appd. Oate Fite Name: U") Chk. Dsgh. Date 6i qIVESSION to 3 -08 Exp.3 -1 4 X,. CrfeMPropd, -STR-E-E7fS-;T,.0R� M-,*D*.R,-A WLANS M CALLIS .,.RAN HW 0 MAJ 4R ,R0AD•S - PHASE A, I -1Z Xem,County, Cilifomfa- . z Tits m 'PANAMALANE PLAN ,AND:PR0.F,1L5, '62+00',T0',ST-,AA STAA A,67+50 0 0 Co 00 'Ptojedwo; Scale to t-844 ::00800 .'A$.;SHQW.N z R64 47 00 RETU N S" - %RADE-A 1/4. Ali 1/211 + 3/4 1-335,11 EC,R=333. 0 21% V) , z -0 < 60 C,J) x Zw L'LJ .0 RETURN FL -GRADES SCR=333.80 ' 1/4'A =333.64 1/2,A=331 40 314 &= 33133 ECR=353.17, TRANSITION TAPER DATA STATION OW81ET FROM.C .-CURB & GUTTER Fl. 05+34.23 61-00" LT T0.5+44.23 60.'84 LT. 105+54.23: 60.37 Lf 105+64M 59.59. LT.' 1,05+74.23 Sa.,50' RT. 105+84,23 - 57.251- 'RT... 105+94.23 6.001 LT 06+04,23, -54.75' L. 106+14:23 5350" RT. 106+24.23 52.41 LT. 1-06+34.231- 51-62, LT. 106+44.23 51.1.67 Ef 106+54.23 51.00 LT. TRANSITION TAPER- DATA STATION . OFFSET FROM Ch . CURB & GUTTER FL -108_4-46i64_ 47.501 TANGENT DELTA 47.60' RT_ 108+66.-641 48__8'9" RT. 1,08+76'."64 49.00' RT, 108+86,64[ 50,33" RT. 108+96."'641 '51:-66, 'RT... 10,9+,06.,"641 PER C.3.03. NO. T -33b 409+16.1641' 5411' RT. 109+26.641 54.78' RT. 109.+3 6.64. 55:0,04 RT. C /L CURVE DATA FLOWLINE CURVE DATA DELTA CURVE LENGTH 'RADIUS TANGENT DELTA C2 47.12 30.00 30.00 90-00.10611. C3 .3070.91 955.00 1955.00 9.0` 00'00" C4 962.50` 2045.00 490-33 26*58*00 C /L CURVE DATA CURVE LENGTH RADIUS TANGENT DELTA C1 3141.59 2000.00 2000.001 90-00'00" ffC14 to __T_ US 15,43'. LANDSCAP 6.0 EASEMENT - 0.3010.4511,30 (SEE PLAN) 'FENCE FUTURE WALL I TPAII - (qFP TYPE "B" CURB *& GUTTER PER C.B.D.S. NO. S -l. --,;. T.I. R- VALUE THICKNESS (Fr.) AC I CAB NG 6.0 46 0.3010.4511,30 ill 91-64 0.1. PENSIN/ER ROA 338 S 10+ 0 BULL � CK SIRE N- z Stantec-rConsulting, Inc. ,340 11 "C-3 00H 0 50' 715' 1,00, 2590 V6nture Oaks Way P/ S , rom entq;. CA,•95833=.3288'. vi 20 _j m 0 TV 10, Tel. -91"6.569'.2-500 z 0 Cn Fdx, 9,1-6.921,;'9274 wwstontecxom 0) + > LU Z. Co 0 13 ¢ cn(A ht -Reserved 14 -- ---------- ,responsible611 -dimonsions, DO:- - ---------- The Controctor sholl�verify_ond:ble ' 'reportedi"' z , - . :6evtiito�s- sh ., e �46`,' oil ouier Stonte& Consulting'-f4c, with delay..* The CaOyri§his 'tb -oil - desigm and drowings.. ore the property of . . . . . . . . . . . . Stantec:Cohsulting.Inc.'06.'production,6r use -,for. -any purpose other th6�, -that ou#16Kzed,-by* stantecCo.nsu'ltt6gAno. is forNddein. 116' .C3 16 C1 j ConswcoomNotes, LO LO . ....... .. . R= V 77 CONSTRUCT TYPE "B" CURB AND GUTTER P + PER C.S.D.S. NO. S-1. L 12 STA. 112+50 6 C) 0 M 02 CONSTRUCT 5' WIDE * STANDARD TYPE SIDEWALK STREETLIGHT PER C.B D S S-31 PER C.B.DiS. NO. S-3. ul 4 C2 a a� =�@j NO. 52217, 9,500 LUMENS ul b '0...... CONSTRUCT STANDARD BARRICADE END OF C14 03 4 Tp 16 STREET PER C.B.D.S. A 04 CONSTRUCT :HANDICAP RAMP CASE A PER C.B.D.S. NO. S--41. M, S. . �RETQEN FL GRADES. 14 C4RETU ADES. CONSTRUCT STANDARD SURVEY MONUMENT BCR=334,01 �0 (0 .8 BC N PER C.BZ.S. 'NO. 5--21 1/4 A=333.92 F 4 f /14=333.83 e6 + to 25' _25'_ 3.79 CONSTRUCT STANDARD TYPE "M-2" MEDIAN, CURB - 1 + 35 + + CONST T 3/4.&=333.74 65D, 7 C-14 PER C.,B.D.Si NO. S -3+6i 3,34.06 ECR=333.-65 70.'.. RL -W EC =334720 PROP . 07 CONSTRUCT 'STANDARD TYPE `M" MEDIAN CURB. BULLOCK STREU"�_" PER C.B.D.S: AO. S-36.. Cn Uj w R/W VARIES 110', 120). 125 TO 1-30' R/W (SEE SHEET 23) m (SE PLAN) 0.1 CONSTRUCT TYPE "A7 CATCH -BASIN PER .1 C.*;B,D.'S. NOS, S-12 & S -L.14. 70' -A C/ VARIES 55' 60'. 65' TO 70" (SEE PLAN) 1 ��63' LANDSCAPE EASEMERT- PLACE 182 LF OF 18" Rx.p., CL -111' W/ 51% 55' TO 61' VARIES 45', 51', 55' TO 61' R:G.J. DRAIN PIPE, S-0.00.1-5, Fl, AT UPSTREAM E PLAN) 0.63 (SEE PLAN) .(SEE PLAN) END=32,8.,43, +FL AT DOWNSTREAM. -END' 328.16 Z. & VAR. 7' & VAR11 VARIES, 36', 42%.46' TO 52' 5' WALL/FENCE PLACE 100 LF OF 3C R.C.P., 'CL -111 W/ I - LA APE I (qrr mi"m) , I SIDEWALK (SEE WALL PLANS) %21'%%JVV4U %.,VMr-M%ALV TO 95% MAXIMUM DENSITY, K.U.J. UKNN PIPE, S=U.VIJD, FLAT W=326-001 2 FL AT MANHOLE=325.-30 LO Qj) CONSTRUCT OUTLET STRUCTURE PER C.B.D.S. NO, S-9. II @ PLACE 124 LF OF 30." R.C;P., -CL-11.1 W/ R.G.J. DRAIN PIPE, S-=0.002. FL. AT UPSTREAM TYPE "B" CURB & GUTTER 5' WIDE STANDARD TYPE SIDEWALK PER END=328.75, 'FL AT DOWNSTREAM, END=: -328.50 PER C.B.D.S. -NO. S -i. C.B.D.S. NO,. +S"3 AND PER McALLISTER RANCH SPECIFIC- PLAN. @ PLACE 1.00 LF OF W -R.CP... CL -Ili' W/. R.GJ.1' DRAIN: PIPE, S=0:0.02.6:. FL WCB=328,50. A+ K11 �!Z f) 0 A C TYPICAL�aE TION - PENS"INGERROAD SCALE: N.T.S. PROP GUTTER, a g r-, 0) Ln Ao 0 LO re) 00 co to m Lo a 00 0 U� O� 10- Id- 1* .14- 14. FLOWLINE, 4 _r -i vi O� OQ to , f") La 41 Itd- pe) GRADES (J) jM re) 340 PLACE rQ 4 LF OF 30" R.C.P... -CL-11 EXI STING GRADE AT GUTTER . -FL NLINE V) WITH R..1 DRAIN PIPE', S=Oi,0017 PROPOSED GUTTER f -OWLINE GRADI (LT) RIM=33.r-.89 RIM 334,630 RIM -i-334.00 RIM=334.Q 335 n I-AlK . ............. 0.257. Ao. L -C I I . _ I _... --- . _... _. -1 =: - .. , - ­ - Lro,8_74 A HGL,o= 30.05, 'FL`32� r--RIM--330.30 NN 1,f -HGLIO= -(.16 3.3 CIA 330 _ze� FL=328.225, (30")F1 . . . .... ..... __7 m t 1 ")(IN&OU­ z FL -328. iO(30 0 _3 I- I : I U_ L_ =3 FIL 25,i 5 3 _j 0 ' (6 U_ I � L F - 20.' 36 325 --- L�3 , J3,33 f _j Uj 1. LJ C- FL=3 Z8.24(30 m LJ r= LL => FL=3R0,40(30'*)---j re) Ul) C3? nd) C� CD 3-20 4-_ 4; - 8 9 00 8 .0 9� 4- 4. 1,01 1021 105 107 109 110 112 113 PROP. GUTTER 00 C*4 .0) Q co CN 00 U-) 0 to o - FLOW LI 4E r-� 00 a> to It re) flo QR t 44 n NN GRADES,(RT) e) 44 - n V)l K) re") rl) to V*) r"W) 3-40: . . ....... - ---- ----- PLACE �O LF OF 18- R.C.P.,: OL -11-1 EXISTING GRADE AT GUTTER FLOWLINj (RT) WITH R-.G.J. DRAIN PIP --w, S��O.-,0017 PROPOJED GUTTER FLOW -INE GRADE (RT) RIM=33Z.72 91 A` 33151 RIM=334.20�- RIM= 12 34.20 335 ------ 0% - - ----- - ------- ------ --------------- - _7�0 - - - -- ------------------- - ­-­------ 7y, 7U -0 + B PtA �,E _-S- L �017 HGLIO�=330.1 4 -H W/ DRAIN N I 'L '330,74 HGLj0=;330.65 HGL :3.30 AR -m32'8,75(18- �O Fl. 32&84�(l 8") FL! 33 - ---------- -- . . . . ............... .. . . . P1 =19R 7C An FL=328.,58(l m z Ft ��112,8-43(187)(IN� �OUT) __j 0 co yuj w rj 0) _j M -i C)Q� ru U_ 3 225, m , ct , . . ......... ........ ..... . .. . . .......... ........... .. ......... .. . .. . .... .... .......... . ...... . . .... . ........ LAJ Ld LOX LLJ m W =D L I r_ Ld LAj =3 M -:Du D Q 0. Om. 0 14- 0 > .5 cob C'4 > > d) 0 Cb 14, 1 C > to k In U.) 0 C.0 d) 0 . . . .......................... .0 ........... . ..... 320 . .............. ...... . ... . . . . ................ .... . .. .................. . ..... . . + 01 02, 1.03 104 105 1,06 1-07 108 109 1,3 FL M.1% FIIVL�;;_ .4. 14 PLACE POST` TYPE STREET SIGN. PER C. B.D,S.. No. S-, 40. - NOTE: ALL -STATIONING IS ALONG STREET CENTERLINE EXCEPT 15 USE 1500 Fr. RADIUS- CURVE AT CURB ANGLE' WHERE NOTED AS FLOWLINE NSI POINTS FOR. SMOOTH: TRANSITION ION 0 YPICAL). STATTIONING.1.6 PVC, SCHEDULE 40 --CdNDUITS PLACE 2-3`0 AND, PULL BOXES, FOR TRAFFIC, SIGNAL LOCATION,. PER C.3.03. NO. T -33b PROP. GUTTER FLOWLIN E PLACE 4- 0 PVC, SCHEDULE 40- 'CONDUIT. WITH- WIRIN6- GRADES (J) AND PULL BOXES FOR: FUTURE TRAFFIC SIGNAL INTERCONNECT PER C.B.D.S. NO. T=34:. 340 1 i3 CONSTRUCT TYPE 'B" MANHOLE 'PER C.B.D.S. NO. S-21. PLACE 211 LF OF 36" R.CR,. CL -41 W/ R.G.J. DR -AIN 'PIPE, 'S.=0:6120. FL AT UPSTREAM 300 END=320.53; FL AT DOWNSTREAM END =318.00 PLACE 200 LF OF 30".R.C:P.,- CL -111t W/ R.G.J., DRAIN: PIPE, 5=0J012.0 FL: AT -;-UPSTREAM END -320;40.-. FL AT DOWNSTREAM 06�31&00 330 325 -Revision BY Appd. Fjle,Nbme: E 320 Own. C 'Dign. Date-. 114 LO PROP. G ER V LO FLOWLIN'E' OGRADES Exp�.3,` 3 0 ' "(RT) 340-, 0 vlll\-.A' Client"Oject 335 SUNCAL PAN10- :STREET ISTDRWDR,,Aift RiLAX-S' WALLIS-TE,R- -RANCH: 330 MAJOKIR'CIADS - PHASE t.f: > J Kem;C ou*, -Californ., 1a W Z E Title m L I . . ....... 325 Q -- PENS NN-''ERROD A CP PLk''AN D PROFILE N M STA. 10,+9 S TTA TA 1_:'I4+00 V Pro' No. Scale!; .. . ........ 3290: 144 -.1 00800 S-',` wHOW-V "N 844� 'S A 'ReVisiton -No,Sheet., IS 0, CA 15' 1164.�. 37 V�,j (0 TRANSITION TAPER DATA STATION OFPtET FROM C L C�&GUTTER- FL 117+91;95 .45,00' RT, 118+01,95 .45:2$: RT. 11:8+1 t.95 46.1'f R.T. 118+21.95 47,50. RT.. 1.18+3:1..98 49,1`6- RT. 118-F41.9 50,8.3 RT. 118+5:1,95 5150.' RT. 124+61.50.. 53.89 RT. 11,8+71.95 54.72; " RT. 118+81:9.5 55.0.0. RT. PROP. GUTT.ER FLOWLINE GRADES (LT} 340 33.5 330 326 3-20 114 PROP. GUTTER. FLOWLINE 'GRADES SRT m 346 335- 33o 325 -20 ........ 114 TRANSITION TAPER DATA STATION . OFFSET FROM C L CURB & GUTTER, FL LENGTH OFFSET FROM C L CURB & GUTTER FL 1:24+6" E-24+3+91-.5001.;50. 54.72. LT. '124+11,50 53.89 LT. 1244+21.50: 52.50 LT. 124+31.50 54.83" LT. 124+41.50. 49,17 LT. 124+51..50 47.50 LT. 124+61.50.. 46:11 . LT. - T:"124+71.50 '194+71.50 45.28 LT. 124+8-1.:50. 45.00 LT. TRANSITION TAPER DATA STATIN LENGTH OFFSET FROM C L CURB & GUTTER FL 1:24+6" .12 50.00' T. .124+7 .12 50.16 RT. 124+8.:12 1-955.00 50:.62 RT, 124+93.121 962.50 51.41- RT. 125+0 :12- 52.50 T. 125+:1::12 9'3141 " 53,75 RT.. 1.25+2112 72.62 55.00. RT, . 125+3 :12 56:25 RT. T25+0.12 PER C.B.D.S. NO. S-1. 57.50 RT. 125+5 J-21 58.59 RT. 125+6 :12 59,37 RT. 1.25.+7 .121 59:84 RT. N PENSI NGER ROAD r• _ uti _ d 14. C] O) d M a�0 r N C1 LO d' d ,r4te � � �? M rr`j M M te) t i� 3 r�7 rMj M t M M t�j rM N7r'� M M c j -PROPOSED GUlTER FLOWLINE GRADE (T) EXISTING RADE AT GUER FLOWLINE (T POSE GUTTER I PROFLOWLINE GRADE LT} _ RIM=334.33 RIM=34.33 % _ _. x ... 0.26 �..... --30.45 P . GE 54 LF OF 18" R.G.P., G--111 HGL,=330:41 HGL A 1°- WIT I R.G.J. DRAT PIPE, S=0.0. 17 FL=328.27(18") FL=32 A8 18' �- ' 8 24' 'S ry FL.=32 A8 30" a ¢ i J %ia U_ J v v LL. m W OM 000-1 o0 d G7 cV u l T00 115 11:6. 117 118 119 123 121 122 123 124 125 . 0) a co 18 <° ci urn M M M nn M f rhM M M M M M M t) snM M M te) r+7 th N7 M r+) M M r� r�ry NMj ,�rj tM m EXISTING RADE AT GUT FER FLOWLINE (RT) � � � PROPOSED � - GUTTER FLOWLINE G DE RT RIM=334 33 --0.2 RI =334.33 HG =330 77 - HGL,1=330.79 ro PLACE 54 LF 0 18" R.C.P.. III - ww W R.G.J. DF PIPE,. S=O.b 1� FL=32$.42 LU FL=32$.42 4, OUT FL=32$.51(1$") . a» x._« ....,...._..... _ w..._......---- r- -.«_ t� _.-.... _ ......._ . � r . W w i � w x.«.......r.. w . _ w w_._«w.r x _.x... w_..... ....... w......x.w _w._...._ w .. r.• .. _ . �.w. ww .._....... _w _._.. ......M..xx....... ,..r. _«w..... r. .. ._ .. _.._...�z . w_. «_ . ......w...... « w .�. - _. .. �..... � «.... _.......x ..... ........ _...... _.._..Aw.�.....w . .................... .. ,w rw _•r •r• w_ w•• •• r,.. .... ,x n. LO ergCt). a _. w_...xw_....................._ tr_ M w _ «_..w . w -fix . w.......x... � opo � 00 O d� vi ' i � __ ............__.._... _.._ _ __...� ... m _...«.._w...,_._._.•.... ............. w_ r _. x w._.....x.....................�.........._.�,...x.._ _.............. ..... ....... + _ .......x_ r..w,...............,. � __...._.x w.�._w._ a �_...... � I Cb � Crs �, ww .. ........_.......x.«-...... ....._..ww ...._....._............-....._...x.«._...._...............T....,•_••x _....._...... .......... -.w....._._....•.. ............... .w ....... _... _...._.+ .w ............. _._.w 1 117 118 119 129 121 1221 1.23 124 12.5 r q 1 ,. r FLOWLINE CURVE DATA ,1 CURVE LENGTH RADIUS TANGENT DELTA C2 866.22 1955.00 440.34 2623"112- 623'12"C3 C3 2092.96 1-955.00 1159.38, 61'20'20„ C4 962.50 2045,00 490:33 26.58'00" C5 338.53 2035.70 169.65 9'3141 " C6 145,17 2060.00 72.62 4'02'16" C7 47.98 30.00 30.$7 91`38'14=, r• _ uti _ d 14. C] O) d M a�0 r N C1 LO d' d ,r4te � � �? M rr`j M M te) t i� 3 r�7 rMj M t M M t�j rM N7r'� M M c j -PROPOSED GUlTER FLOWLINE GRADE (T) EXISTING RADE AT GUER FLOWLINE (T POSE GUTTER I PROFLOWLINE GRADE LT} _ RIM=334.33 RIM=34.33 % _ _. x ... 0.26 �..... --30.45 P . GE 54 LF OF 18" R.G.P., G--111 HGL,=330:41 HGL A 1°- WIT I R.G.J. DRAT PIPE, S=0.0. 17 FL=328.27(18") FL=32 A8 18' �- ' 8 24' 'S ry FL.=32 A8 30" a ¢ i J %ia U_ J v v LL. m W OM 000-1 o0 d G7 cV u l T00 115 11:6. 117 118 119 123 121 122 123 124 125 . 0) a co 18 <° ci urn M M M nn M f rhM M M M M M M t) snM M M te) r+7 th N7 M r+) M M r� r�ry NMj ,�rj tM m EXISTING RADE AT GUT FER FLOWLINE (RT) � � � PROPOSED � - GUTTER FLOWLINE G DE RT RIM=334 33 --0.2 RI =334.33 HG =330 77 - HGL,1=330.79 ro PLACE 54 LF 0 18" R.C.P.. III - ww W R.G.J. DF PIPE,. S=O.b 1� FL=32$.42 LU FL=32$.42 4, OUT FL=32$.51(1$") . a» x._« ....,...._..... _ w..._......---- r- -.«_ t� _.-.... _ ......._ . � r . W w i � w x.«.......r.. w . _ w w_._«w.r x _.x... w_..... ....... w......x.w _w._...._ w .. r.• .. _ . �.w. ww .._....... _w _._.. ......M..xx....... ,..r. _«w..... r. .. ._ .. _.._...�z . w_. «_ . ......w...... « w .�. - _. .. �..... � «.... _.......x ..... ........ _...... _.._..Aw.�.....w . .................... .. ,w rw _•r •r• w_ w•• •• r,.. .... ,x n. LO ergCt). a _. w_...xw_....................._ tr_ M w _ «_..w . w -fix . w.......x... � opo � 00 O d� vi ' i � __ ............__.._... _.._ _ __...� ... m _...«.._w...,_._._.•.... ............. w_ r _. x w._.....x.....................�.........._.�,...x.._ _.............. ..... ....... + _ .......x_ r..w,...............,. � __...._.x w.�._w._ a �_...... � I Cb � Crs �, ww .. ........_.......x.«-...... ....._..ww ...._....._............-....._...x.«._...._...............T....,•_••x _....._...... .......... -.w....._._....•.. ............... .w ....... _... _...._.+ .w ............. _._.w 1 117 118 119 129 121 1221 1.23 124 12.5 r q 1 ,. r CONSTRUCT STANDARD BARRICADE END OF STREET PER ' C.B.D.S. CONSTRUCT HANDICAP RAMP CASE A PER C.B.D.S. NO. S-41. CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S. N0: S-29., n CONSTRUCT STANDARD TYPE "M-2" MEDIAN CURB RETENTION BASIN (SUMP J) PER C.B.D.S. NO. S-36. (SEE SHEET 36) M0) CONSTRUCT STANDARD TYPE "M" MEDIAN CURB PER C.B.D.S. NO. S-36. , �8 CONSTRUCT TYPE An CATCH BASIN PER C.B.D.S. NOS. S-12 & S-14.. PLACE 160 LF OF 24" R.C.P., CL -111 W/ R,G.J. DRAIN PIPE, S=0.0015, FL AT UPSTREAM :URVIM DATA - END=328.42, FL AT DOWNSTREAM END=328.18 )IUS TANGENT DELTA 10 30.00 PLACE. 50 LF OF 30" R.C.P:, CL -111 W/ R.G.J. .2000.00 94'00'00" DRAIN PIPE, S=0.0436, FL AT CB=327.1$, FL AT MANHOLE=324.50 NOTE: 1 CONSTRUCT OUTLET STRUCTURE PER C.B.D.S.- ALL .B.D.S.-ALL STATIONING IS ALONG NO. S-9. STREET CENTERLINE EXCEPT 12 PLACE POLE TYPE STREET SIGN PER C.B.D.S. NO.S-40: WHERE NOTED AS FLOWLINE STATIONING. 13 USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL), 0 o r PLOP. UTTER r. ; 14 PLACE 2-3" 0 PVC SCHEDULE 40 CONDUITS AND 4u7 FLOWLI E PULL BOXES FOR FUTURE TRAFFIC SIGNAL LOCATION GRADE (LT) PER C.B.D.S. NO. T-33. 340 .15 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR. FUTURE TRAFFIC - SIGNAL . INTERCONNECT PER C.B.D.S. NO.. T-34. 16 CONSTRUCT 16 FT. WIDE STANDARD 335 RESIDENTIAL DRIVEWAY PER C.B.D.S. NO. S-4. CONSTRUCT TYP 'B' MANHOLE PER C.B.D.S. NO, S-21. 330 1"8 PLACE 67 LF OF .30" R.C.P., "CL -111 W/ R.G.J. DRAIN. PIPE, S=0.0120, FL AT UPSTREAM END=320.80, FL AT DOWNSTREAM • END=320.00 325 320 Revision BY Appd. Date Q 125' 127 File Name: a Dwn. Chkd. Dsgn, Date .- 0 4�4EESS/f),� n L©.. . F U-) PROP. G01TER o. 25993 FLOWLINE E EXp.3-31-08 n t3 toGRADES (RT)k`. yk 340 fll.,c, rvs�.. of ckiW �� c Client/Project 335 - _�- CJMM42W VAUZ-1 L WDj LLCM C? STREET / STORM .DRAIN PLANS MCALLISTER BRANCH r Q 330 MAJOR ROADS - PHASE 1.1 Kem•.County, California I TidB u 325 ww r w.w..r«.__w......«« w...._..«..._... PENS N VGER ROAD I PLAN AND PROFILE 0 STA. 114+00 TO STA. 127+0+ - 320 . Project No. Scale OD - 12fi .w.....w.........«.x«... .�....«............__.x...._.12' � -11 U4 coo AS -SHOWN •.11 - o Drawil'ig No. Sheet Revision ODOD I i C-1 f6 17 of 37 Stantec Consulting Inc. ,1 2590 Venture Oaks Way Sacramento, CA ,95833-32.88 1 0 Tel. 9:16.569.2500 Fax. 916:921.9274 www.stantec.com. . {±op0ght Reserved ..l The Contractor shall verify and be responsible for ali ' dimensions, DO 7 NOT scvle the drawing -- any errors .or omissions shoal be reported to Stantec Consulting Inc. without delay. N The Copyrights to all designs and drawings are the property of Stantec Consulting Inc. Reproduction -a or use .for any purpose other then A- that authorized by Stantec Consulting Inc. is forbidden. 01. �o ConstW- ion, Notes VA C6 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.D.S. NO. S-1. O CONSTRUCT 5' WIDE, STANDARD 'TYPE SIDEWALK CP PER C.B.D.S. 'NO. S-3. CONSTRUCT STANDARD BARRICADE END OF STREET PER ' C.B.D.S. CONSTRUCT HANDICAP RAMP CASE A PER C.B.D.S. NO. S-41. CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S. N0: S-29., n CONSTRUCT STANDARD TYPE "M-2" MEDIAN CURB RETENTION BASIN (SUMP J) PER C.B.D.S. NO. S-36. (SEE SHEET 36) M0) CONSTRUCT STANDARD TYPE "M" MEDIAN CURB PER C.B.D.S. NO. S-36. , �8 CONSTRUCT TYPE An CATCH BASIN PER C.B.D.S. NOS. S-12 & S-14.. PLACE 160 LF OF 24" R.C.P., CL -111 W/ R,G.J. DRAIN PIPE, S=0.0015, FL AT UPSTREAM :URVIM DATA - END=328.42, FL AT DOWNSTREAM END=328.18 )IUS TANGENT DELTA 10 30.00 PLACE. 50 LF OF 30" R.C.P:, CL -111 W/ R.G.J. .2000.00 94'00'00" DRAIN PIPE, S=0.0436, FL AT CB=327.1$, FL AT MANHOLE=324.50 NOTE: 1 CONSTRUCT OUTLET STRUCTURE PER C.B.D.S.- ALL .B.D.S.-ALL STATIONING IS ALONG NO. S-9. STREET CENTERLINE EXCEPT 12 PLACE POLE TYPE STREET SIGN PER C.B.D.S. NO.S-40: WHERE NOTED AS FLOWLINE STATIONING. 13 USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL), 0 o r PLOP. UTTER r. ; 14 PLACE 2-3" 0 PVC SCHEDULE 40 CONDUITS AND 4u7 FLOWLI E PULL BOXES FOR FUTURE TRAFFIC SIGNAL LOCATION GRADE (LT) PER C.B.D.S. NO. T-33. 340 .15 PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR. FUTURE TRAFFIC - SIGNAL . INTERCONNECT PER C.B.D.S. NO.. T-34. 16 CONSTRUCT 16 FT. WIDE STANDARD 335 RESIDENTIAL DRIVEWAY PER C.B.D.S. NO. S-4. CONSTRUCT TYP 'B' MANHOLE PER C.B.D.S. NO, S-21. 330 1"8 PLACE 67 LF OF .30" R.C.P., "CL -111 W/ R.G.J. DRAIN. PIPE, S=0.0120, FL AT UPSTREAM END=320.80, FL AT DOWNSTREAM • END=320.00 325 320 Revision BY Appd. Date Q 125' 127 File Name: a Dwn. Chkd. Dsgn, Date .- 0 4�4EESS/f),� n L©.. . F U-) PROP. G01TER o. 25993 FLOWLINE E EXp.3-31-08 n t3 toGRADES (RT)k`. yk 340 fll.,c, rvs�.. of ckiW �� c Client/Project 335 - _�- CJMM42W VAUZ-1 L WDj LLCM C? STREET / STORM .DRAIN PLANS MCALLISTER BRANCH r Q 330 MAJOR ROADS - PHASE 1.1 Kem•.County, California I TidB u 325 ww r w.w..r«.__w......«« w...._..«..._... PENS N VGER ROAD I PLAN AND PROFILE 0 STA. 114+00 TO STA. 127+0+ - 320 . Project No. Scale OD - 12fi .w.....w.........«.x«... .�....«............__.x...._.12' � -11 U4 coo AS -SHOWN •.11 - o Drawil'ig No. Sheet Revision ODOD I i C-1 f6 17 of 37 4 20 w C /L CURVE DATA 7 N RE URN FL GRADES CURVE I LENGTH RADIUS ITANGENT I DELTA BCR=336.23 C1 1 3141.59 M0.001 90*0000" 1/4 4=336.32 �.A ?-A) 1/2 A =336.41 SNS -f-0 3/4 A =336.50 RETURNuo -CR=336.59 - _ FL GRADES E BCR=3.36-51 �5b % en A rnl '7W inn, 1/4 A =,3,36.44 0 + .1 Lit ''15) r --;w Ab. 1/2.&=336.37 C:. ron I25 3/4 &=336.30 ^21 T, ^7 5 7.5 � 14 1"=VV to ' N ECR=336.23 �wz t-PA 7 0 0� 0 C* '14 0 cc Uj �0 co, TRACT 6560 - PHASE I _41 LAJ 7 0% 04 03 n La :_20 E I PLANS __ e Z� SE ca (M z C5 R=1 R R=150' R=150 4 16 C1 P/L - ZI 3 3 C5 5, 4�- R=150' Z CCC WATER PLANS C4 I A Awl V0 10 rn W z 7 1,- " Q� A- U N 34# CC, 74' RETURN FL 34' D-3,31 rn rn- CP BCR=334 28 cn 1 11. .11-1.1 1- , � 0 A4512 4=333.96 44 -z -3,X 13. .40 -i� P (A (-.n LU + Z� 3,7 1/2 A-353,019 + + =;,3 -34.39 11� '"!--CA .00 + 0 _j cv. 'E' =334.61 =1 co 3/4 A =333.84. IOU �R Un ON-pR R/w cn ECR=333,f>9 (SEE X I IS; cool.o TRACT 5900 - PHASE A 00 vq • PENSINGER ROAD �c P 0* NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. PROP. GUTTER .00 00 to co 0 LO 00 0) to Rt w to (n Itt <0 00 FLOWLINIPE .00 AM - to jo� PROP. GUTTER M n Ui 4 4 4 4 Ui Ui Ui Ui V5 6 6 (6 to to to 6 (6 01 to n to to to to to, to to 0,) GRAMS, (J) n to tp, to n n to pe) FLOWLIN-E to 340 GRADES .(LT) 3,40 E [STING GRADE AT GUTTER FLOWLINE (J) .JT,,ER FLOWLINE GRADE (LT) ED GUTTER ftOWLINE GRADE (LT) PROPOSED 0 TT ,,ER RIM =336,41 9 (C8)RIM=1') 36.78 RM=334.99 RIM= 35.71 .257 -0.&c;,o 02 % 3335 ........... . . . ..... ... . .......... . . . . . ..... ............... ... .... . ...... ......... . ... 335 HGL WH HGL,6=332-80 HGL =3`1.94 HGL,c--331.29 10 HGI_10=330:68 IF 330 mftmaft*wwwaftw� W (MH)FL=331,86(18-) FL=332.0().(18' . . .......... ............................... . ... . ..... ..... .................. . ... . .... . .......... . ...... . . . . . .. ..................... -------- . . . ...... . ....... 330 FL=331.16(18") L 282 LF OF 18" R.C.P., CL -111 (CB)FL=331.91 (1 PLh%,E 56 LF OF 18n R.C.P., CL -111 FL;r-329.76(1-8") PLACE 2 FL=.330.46(18?) PLACE 282 LF OF 18" R.C.P., CL- 11 Wf R.G.J. DRAIN PIPE, S=O.0025 W/ R.G.J. DRAIN RIPE, S=0.00-1 15 112 LF OF 18- R.C.P., CL -111 -AIN PIPE, S=0,0025 W/ RiG.J DRAIN PIPE, S_�0.0025 W/ R.G.J. 'DR 325 _.__..•.................._ . ..... ........... tD­1._.-__­-­_--_-.­.---­­­-.-­ _.1-.__-_- .. 325- cr_ 1_3 M 00 C_ _j M M 0 LLJ _j z 320 U_ IT! C2 . . . ... .... . .......... ... . .......................... . ..... . . ..... . ...... . .......... ___cc . ......... 320 ............. ....................... LLJ WLU w ul HGI. je3-27.68 0 MCD to C14 Goto CD C> qb . - . I U� Lq) (0 6t. 315 t- 0 CD cA .............. . .. . .......... . . ..... 7+ CF)p C14 + __1__+_....,.,.__.+* . ............. -+- ...................... ....................... . ................. ..... . 345 127 JL2_8 00 29 130 131 132 3 1,33 134 135 136 137 1.38' -3, 1 9 PROP, BUTTE 14- 00 0) Z, il- (0 to U') DO U'� , 4 cq OR Oi *q: L: YY 14. to vi 4 LO V) to te) LO to to to f1e) Ile) to to to n to to to to to I") to .GRADES' (RT) A Ie) rteFLOWLINE PROP. GUTTER 340 GRADES (RT) 'PRDPOSED FLOWLINE CURVE DATA FLOWLINE CURVE LENGTH RADIUS TANGENT DELTA C2 202.96 1955.00 1159.38 61-20'20," C3 145.17 2060.00 72.62 4'02t1*6" C4 1 1519.821 204500 796.93 42.34•'53"(�s 37.68 44.41 1 t60i 27.421 84'51'31 C /L CURVE DATA 7 N RE URN FL GRADES CURVE I LENGTH RADIUS ITANGENT I DELTA BCR=336.23 C1 1 3141.59 M0.001 90*0000" 1/4 4=336.32 �.A ?-A) 1/2 A =336.41 SNS -f-0 3/4 A =336.50 RETURNuo -CR=336.59 - _ FL GRADES E BCR=3.36-51 �5b % en A rnl '7W inn, 1/4 A =,3,36.44 0 + .1 Lit ''15) r --;w Ab. 1/2.&=336.37 C:. ron I25 3/4 &=336.30 ^21 T, ^7 5 7.5 � 14 1"=VV to ' N ECR=336.23 �wz t-PA 7 0 0� 0 C* '14 0 cc Uj �0 co, TRACT 6560 - PHASE I _41 LAJ 7 0% 04 03 n La :_20 E I PLANS __ e Z� SE ca (M z C5 R=1 R R=150' R=150 4 16 C1 P/L - ZI 3 3 C5 5, 4�- R=150' Z CCC WATER PLANS C4 I A Awl V0 10 rn W z 7 1,- " Q� A- U N 34# CC, 74' RETURN FL 34' D-3,31 rn rn- CP BCR=334 28 cn 1 11. .11-1.1 1- , � 0 A4512 4=333.96 44 -z -3,X 13. .40 -i� P (A (-.n LU + Z� 3,7 1/2 A-353,019 + + =;,3 -34.39 11� '"!--CA .00 + 0 _j cv. 'E' =334.61 =1 co 3/4 A =333.84. IOU �R Un ON-pR R/w cn ECR=333,f>9 (SEE X I IS; cool.o TRACT 5900 - PHASE A 00 vq • PENSINGER ROAD �c P 0* NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. PROP. GUTTER .00 00 to co 0 LO 00 0) to Rt w to (n Itt <0 00 FLOWLINIPE .00 AM - to jo� PROP. GUTTER M n Ui 4 4 4 4 Ui Ui Ui Ui V5 6 6 (6 to to to 6 (6 01 to n to to to to to, to to 0,) GRAMS, (J) n to tp, to n n to pe) FLOWLIN-E to 340 GRADES .(LT) 3,40 E [STING GRADE AT GUTTER FLOWLINE (J) .JT,,ER FLOWLINE GRADE (LT) ED GUTTER ftOWLINE GRADE (LT) PROPOSED 0 TT ,,ER RIM =336,41 9 (C8)RIM=1') 36.78 RM=334.99 RIM= 35.71 .257 -0.&c;,o 02 % 3335 ........... . . . ..... ... . .......... . . . . . ..... ............... ... .... . ...... ......... . ... 335 HGL WH HGL,6=332-80 HGL =3`1.94 HGL,c--331.29 10 HGI_10=330:68 IF 330 mftmaft*wwwaftw� W (MH)FL=331,86(18-) FL=332.0().(18' . . .......... ............................... . ... . ..... ..... .................. . ... . .... . .......... . ...... . . . . . .. ..................... -------- . . . ...... . ....... 330 FL=331.16(18") L 282 LF OF 18" R.C.P., CL -111 (CB)FL=331.91 (1 PLh%,E 56 LF OF 18n R.C.P., CL -111 FL;r-329.76(1-8") PLACE 2 FL=.330.46(18?) PLACE 282 LF OF 18" R.C.P., CL- 11 Wf R.G.J. DRAIN PIPE, S=O.0025 W/ R.G.J. DRAIN RIPE, S=0.00-1 15 112 LF OF 18- R.C.P., CL -111 -AIN PIPE, S=0,0025 W/ RiG.J DRAIN PIPE, S_�0.0025 W/ R.G.J. 'DR 325 _.__..•.................._ . ..... ........... tD­1._.-__­-­_--_-.­.---­­­-.-­ _.1-.__-_- .. 325- cr_ 1_3 M 00 C_ _j M M 0 LLJ _j z 320 U_ IT! C2 . . . ... .... . .......... ... . .......................... . ..... . . ..... . ...... . .......... ___cc . ......... 320 ............. ....................... LLJ WLU w ul HGI. je3-27.68 0 MCD to C14 Goto CD C> qb . - . I U� Lq) (0 6t. 315 t- 0 CD cA .............. . .. . .......... . . ..... 7+ CF)p C14 + __1__+_....,.,.__.+* . ............. -+- ...................... ....................... . ................. ..... . 345 127 JL2_8 00 29 130 131 132 3 1,33 134 135 136 137 1.38' -3, 1 9 PROP, BUTTE 14- 00 0) Z, il- (0 to U') DO U'� , 4 cq OR Oi *q: L: YY 14. to vi 4 LO V) to te) LO to to to f1e) Ile) to to to n to to to to to I") to .GRADES' (RT) A Ie) rteFLOWLINE PROP. GUTTER 340 GRADES (RT) 'PRDPOSED GUTTf'R FLOWLINE RADE (RT), Sacramento,. CA .9583.3=3288 Tel. 916.569.2500 EXISTING RAQE AT GU ER FLOWLINE - - --------- - - - ------ ------- - - QbpyNht Reserved The Contractor sholl.,veritfy and be -msponsitbie.,for all dimensions. 00 NOT sedle, the,or"ilq, - any, errors. or.omissions -shall ,be -reported- to Stantec -Consufflnglqc. without. d6f6y., 335 -0.25% RIM_ 37.68 thai authorized by-Stantec C6nsW6nq--:Inc. is forbidden. Conthidon-Mes CONSTRUCT , TYPE. "B" CURB AND'GUMR FLK C.B.D.S. NO. S-1 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER' C.B.D.S. NO: S-3. CONSTRUCT HANDICAP RAMP CASE, A PER C.B.D.S. NO. S-41. O CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S, NO. S-29. -CONSTRUCT STANDARD TYPE. "M-2"' MEDIAN CURB PER C.B.D.S. NO. S-36. CONSTRUCT STANDARD TYPE V' MEDIAN CURB PER', C.B.D.S. NO. 8 -36. - 330 CONSTRUCT TYPE -A- CATCH BASIN. PER HGL j,,=,3�Z.95 PLACE 1301F OF 18" R.C.P., CL -11.1' :W/ R.G.J. DRAIN PIPE., S=0.0'107''F.L AT UPSTREAM END=329.76, •FLIAT DOWNSTREAM END= ..328.37 56 AT: =-PIP � HGL��7.68 61. FL AT OUTLET STRUCTURE=325.20 10 CONSTRUCT OUTLET STRUCTURE PER C.B.D� NO. S-9. HGL30 =327123 'CONSTRUCT STANDARD BARRICADE END OF STREET PER C.B.D.S. 12 'CONSTRUCT TYPE "B" MANHOLE PER C.B.D.S. NO_' S-21. 13: -PLACE 30 LF -OF le R.C.P., CL -111 W/-, R.G.J. BOT. EL=325,00(RB) 325 DRAIN PIPE, S=0:001:7, FIAT -CB=331:91, FL FL=32,5. FL 7(30� =32$.*37.(36", PLACE POLE. TY -PE STREET SIGN PER t.B.D-I.S. NO. S-40. I15 PLACE 2-3" 0 PVC, SCHEDULE 40- CONDUITS' AND PULL BOXES FOR FUTURE TRAFFIC. SIGNAL LOCATION PER C.Bil);S. NO. - T-33. PLACE 4" 0 PVC SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL INTERCONNECT PEk, C.B.D.-S-, NO. T-3.4, Revision eY Appd. Date FL 324,20(36-) oE Dwh. Chkd.- Dsg& ''Date. ILO L M z w0 M '5993 Exp.3-31-08- U_ 320 tv. U_ C- fientftject - - -- ---------- - - LLJ STRUT, f8TORKDRAIN-PLANS McALLMTER'. RANCH.: D Q_ Kam County,, Caftfornia, E f'ij We -3. Ui r Cfl 0) CO PLAN, AND D PROFILE STAA,27+00. TG STA. .139+06. .0 0 31 UT) 5 0 60 0 d- 4U CmAr* No. -.18beet Revision N 117 1,,8'- of, -37 130 131 152 133 134 135 136 137 H 13-8 14V .36 330 3,25 .320 315 139 Stardec Consdting.Inc. PROP SED GU ER FLOWLN 0.25% GRADE (RT) Sacramento,. CA .9583.3=3288 Tel. 916.569.2500 Fox. 916.921.9274 ----- ------ - - --------- - - - ------ ------- - - QbpyNht Reserved The Contractor sholl.,veritfy and be -msponsitbie.,for all dimensions. 00 130 131 152 133 134 135 136 137 H 13-8 14V .36 330 3,25 .320 315 139 Stardec Consdting.Inc. 2590. Venture. Oaks Woy Sacramento,. CA .9583.3=3288 Tel. 916.569.2500 Fox. 916.921.9274 www.stantec.com QbpyNht Reserved The Contractor sholl.,veritfy and be -msponsitbie.,for all dimensions. 00 NOT sedle, the,or"ilq, - any, errors. or.omissions -shall ,be -reported- to Stantec -Consufflnglqc. without. d6f6y., Copyrights: t The'Cop a alt designs, and AildwIngs.,ore, the propertT of Stonted:Consufting Inc. R, eo'd ot' -f irpose' other,than, thai authorized by-Stantec C6nsW6nq--:Inc. is forbidden. Conthidon-Mes CONSTRUCT , TYPE. "B" CURB AND'GUMR FLK C.B.D.S. NO. S-1 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER' C.B.D.S. NO: S-3. CONSTRUCT HANDICAP RAMP CASE, A PER C.B.D.S. NO. S-41. O CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S, NO. S-29. -CONSTRUCT STANDARD TYPE. "M-2"' MEDIAN CURB PER C.B.D.S. NO. S-36. CONSTRUCT STANDARD TYPE V' MEDIAN CURB PER', C.B.D.S. NO. 8 -36. - CONSTRUCT TYPE -A- CATCH BASIN. PER C.B.D.S. NOS.. S-12 & S-.14: PLACE 1301F OF 18" R.C.P., CL -11.1' :W/ R.G.J. DRAIN PIPE., S=0.0'107''F.L AT UPSTREAM END=329.76, •FLIAT DOWNSTREAM END= ..328.37 PLACE 125 LF OF .36" -R.C-.P., CL -111 W/ R.G.J. DRAIN PIPE, S=0.0014, FL AT C8=325.37, FL AT OUTLET STRUCTURE=325.20 10 CONSTRUCT OUTLET STRUCTURE PER C.B.D� NO. S-9. 'CONSTRUCT STANDARD BARRICADE END OF STREET PER C.B.D.S. 12 'CONSTRUCT TYPE "B" MANHOLE PER C.B.D.S. NO_' S-21. 13: -PLACE 30 LF -OF le R.C.P., CL -111 W/-, R.G.J. DRAIN PIPE, S=0:001:7, FIAT -CB=331:91, FL AT MH=331,86- PLACE POLE. TY -PE STREET SIGN PER t.B.D-I.S. NO. S-40. I15 PLACE 2-3" 0 PVC, SCHEDULE 40- CONDUITS' AND PULL BOXES FOR FUTURE TRAFFIC. SIGNAL LOCATION PER C.Bil);S. NO. - T-33. PLACE 4" 0 PVC SCHEDULE 40 CONDUIT WITH WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL INTERCONNECT PEk, C.B.D.-S-, NO. T-3.4, Revision eY Appd. Date oE Dwh. Chkd.- Dsg& ''Date. ILO L '5993 Exp.3-31-08- C- fientftject STRUT, f8TORKDRAIN-PLANS McALLMTER'. RANCH.: MAJOR.'ROADS-R. PHASE 1A. M, A; Kam County,, Caftfornia, E f'ij We -3. PENSINGER ROAD PLAN, AND D PROFILE STAA,27+00. TG STA. .139+06. .0 0 ProjO No. 'Stale W4 00800 'A'S t - HOWN - 4U CmAr* No. -.18beet Revision N 117 1,,8'- of, -37 r .iiy • PROP. GUTTE FLOWLINE GRADES (LT PROP. GUTf FLOWLINE GRADES (RT TRANSITION TAPER DATA STATION OFFSET FROM C" L CURB & GUTTER:'Fl. 13.9+27.92 5.5:00.' LT 13.9+37.92 54:72 -LT.--- LT.139+47.92. 139+47.9 53.89 1T. .1.39+57.92 52,50!1 LT.:.. 139+67.92 50,83 LT.• 139+77.92 49'.1MLT 139+87.92 47:5 "RT. 139+97.92 46: RT. 140+.07.92 45;2 RT. 140+17..9.2 45,0 RT. TRA & TION TAPER DTA STATION . OFFSET ..FROM C L CURD & GUTTER FL 146+89.03 51.00' T. 14.6+99.03 51.1.6 RT. 147+09.03 51:62 -RT. 147+19.03. 52.41 'RT. 147+29.0.3 147+39•.03 53.50. 54.75 RT. T. 147+49..0)3 56.00 AT. 147+5.9•,03 57.25 "RT. 1•.47+-139.03 .58.50 RT. 147+79.03 .5.9:59 RT. .147+a9.031 '60.37 RT. s C L CURVE DATA FLOWLINE CURVE DATA DELTA CURVE LENGTH RADIUS TANGENT DELTA C2 2032:96 1955.00 1.159.38' 61'20'20" C3 1519.82 2045.00 796,93 42'3453" C4 1 47-121 30.OQ 30.00 90.00'00" s C L CURVE DATA CURVE LENGTH I RADIUS ITANGENT DELTA Ci 1 3141.5,91 2000.001 2000.00 90'00'00" PLACE 56 LF OF 18" R.C.P., CL -111 WITH R.G.J. DRAIN PIPE, S=0,002 RETURN FL GRADES 7" BCR='336.28 1/4,&=336.36 1/2 A=336.44 n 3/4 A =336.52 ECR=336.,60 a "CT Z C4 n z O 0 a L4 0 BCR=335.82 3 ,1/4 & =336.08 s 1/2.&=336.34 ' 3/4.&=336.160 ECR=336.86 NOTE: ALL STATIONING IS ALONG . STREET CENTERLINE EXCEPT AS FLOWLINE 0PROP. GUTTER 31 FLOWLINE 345 GRADE' LT) 340 53 MH 14 CB 335 330 1.76(30')- 325 .76(30„). 325 320 2 0 PROP. FLIOWLI 345 GRADE: C 335 330 325 2 Stantee Consulting Inc. 2590 Venture .Oaks Way Sacramento, CA 95833--3288 Tel: 916:569.250,0. Fax.. 91.6:921.9274 vww;stantec.com Copyright Reserved: The Contractor shall. verify and,be .responsible for all dimensions. DO . NOT scale :the drawing - any, errors or omissions shall be reparted' to Stontec .Consultlnq•. Inc. without •delay, The Copyrights..to` .all designs and drawings - are the property' of Stontec Consulting. Inc. Reproduction or use for' -any -purpose other hari that authorized by Stontec Consulting Inc. is forbidden, ConsWc ion Dotes 01' CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B-.D.S. NO. S-1. , L`J CONSTRUCT 5' •WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. -S-3. -03 CONSTRUCT STANDARD. BARRICADE END OF STREET PER C.B.D.S. 0 CONSTRUCT HANDICAP RAMP. CASE A PER C.B.D.S. NO. S-41. CONSTRUCT STANDARD- SURVEY MONUMENT PER C:B.D.S. NO. S-29: CONSTRUCT STANDARD TYPE "M1-2" MEDIAN-. CURB PER C.B:D.S: NO. S--36. `::J CONSTRUCT • STANDARD TYPE "M" MEDIAN CURB. PER C.B.D.S. NO. S-36. CONSTRUCT TYPE "A" CATCH BASIN PER C:B.D.S. NOS. *S-12 & S-14. Q CONSTRUCT TYPE "B" MANHOLE PER C.B:D.S: N0. . S-21. 10 PLACE 56 LF OF 30" R:C:P., CL -111 W/ R.G.J. DRAIN PIPE,.. S=0:0010, 'FL AT MH=331.69, FL AT CB=331..63 11 PLACE 44- LF OF 30" R.C.P. CL -111 W/ R.G.J. DRAIN, PIPE, :S=.0.0.0.1.1, :FL AT CB=331.63, FL. AT DOWNSTREAM END=331.58 @ CONSTRUCT OUTLET STfRUCTUkE -PER 'C.B.D.S. NO. S--9. 13 PLACE POLE TYPE STREET SIGN PER C.B.D.S. NO. S'--40. 14 USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL): 15, . PLACE 2-3" 0 PVC, SCHEDULE 40 CONDUITS AND PULL BOXES .FOR FUTURE TRAFFIC -SIGNAL LOCATfON PER C.B.D.S. NO. T-33. @-PLACE 4" 0 PVC, SCHEDULE 40 CONDUIT WITH''WIRING AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL INTERCONNECT PER C.B.D.$. NO. T-34. ReOsiorf tv Appa. Hate; File Nome- 0 Dwn. Ghkd. Osgn. Date .- o QR�FEWp,�l UTTER EXE.-ai moo100 $ k'• T (RT) ''• .,,�.vt�. •�� CIi1Prolect � 6UNGA64 OMPARISS--' c scxsC��J v�i.l�`i t STREET, STORM DRAIN -PLANS, McALUSTER RANCH MAJOR ROADS - PFIASE,1.'I Kem County,-Calikmia ` < �1 TWO • a PEN$I•NGER: _ROAM• s P :AN ,ANBD-: PR0' LE Q STA. 1:39+00: TO, -STS: 1;5-1.+46:82 O ft*:No. Scale - Co W 00800- Dr iving.No. Sleet Revision QAS<`SHOIiV'N a CA8 is :Of- •.37 `G co i ' PROP, R/W DATA 4.63' & VA � ETES LANDSCAPE~ EASEMENT RADIUS TANGENT DELTA C2 (SEEAM) PLAN) 1950.00 0.63' .. WALL/FENCE 5, (SEE WALL PLANS) . 1956.58 SIDEWALI 14'20'50" C4 10.90 1966.00 5.45 45'._49' TO 61' (SEE PLAN). S .25% 29' TO 441' (SEE "PLAN) �.. 2k RETUURN FL GRADES A� N BCR=335.72 . , v o C/L TANGENT DATA RETURN FL GRADE$ [� S�0_ _ v N o y 1/4,&=,335.79 W v) LINE LENGTH BEARING CrQ y t� • 1/2,&=335.86 ,..1 v vi BCR=336.00 �,` 0' R/� a ` ?s 3/414.=335.93 (7 ,., L1 205.04 NQO'57 34 E 1 4 .Q.=335.93 -� ? � 7' + �-- a / y 35 + �jc � ECR=336.00 1/2 &=335.86 N N -+ 5' _vI ..�- CSD \ w o;Y 3/4A=335.79 0 a v 3' 3 --► `� \ z a ECR=335.72 00 25 25 ) �� 03 All, _0v 11 50' 75' 1D0' m • �'- cn ca. cn + 14 17 0- 0 , «w �! Q o Z N ,,� . �: Z �t2 -•� .p „, 8© / ,. 3 =5 V.0 5' 7.5' 10' crs t5 N �!- �? n v ,� TRACT " PHASE4 + ;v % : , ... • cn ? --� o i� , �`' n -15 . •� ''' t cls LO LU �• ._ m crs z• o , SE WATER PLAN _ Q C 1 / 3 6`3 6 C8 N NOTE: m 0 °- 28 _ 5 0= �`- A_ ALL STATIONING IS _ ALONG v�' .......... .__ �•� . .. _. �- 0 0 STREET CENTERLINE EXCEPT 4 WHERE NOTED AS F LOWL#NE Q, STATIONING. ? 1 �? 6 o G4 �� n LA 0 R=3.00' `� 18 C1 6 1 ' �4 7 C3 1 4_ ��, MSM_ ��1. .4 _ �- -- - --~ ' L 36,47 r„ 1 =302' C6 cs! 15 17 Co d 16 R=300' R=302,12 10 •--- '- -- 1 '`° t t �. �....., _ .. -- ---- - -• " .. r �-" N _ ~ „ 3 ti :'1' cr i3► RETURN FL QRADES o -11 � 4 � ,,�' J.... � _ "'.' �-.�,,.._ � ..._ -- -- ,-• N� .,.._ N-'=�r""��y w..__R R Ir,•G ADES ?" ... �-� �`�`2" yj.'' v Q �� BCS=335.76 A=335.82 2 W a o v -- _ ~ r BCR=33 .91 -��M w� °-r°M. + �' "' • w; -o e ,r-- 1/2 A=335.89 �� \ 1 8 q 411 _ 5.35 r=' - a �4-,. �-., �y o © 3/4 d1=335.95 . - \r rn �,, 3.r- cn i���1 %�r 5.89 n ,. v, t c,► - - o'.c� --- c�'�` ECR=.336,01 d + o� _+„ 3 4 A= 2 r„ ' � --� 0 ECR=335.76`"~ -- w .�..�.... .YA tS'(()G TRACT 561 - ASS 2 D �, 4 w _ © PROP: cn a ' tpOR rr, �, y R/W MALLSTER RANCH ROAD '�` _ , w ` �` VARIES 90 TO 110 R/W U, CA CURVE ,DATA ' 3 { (SEE PLAN) cn CURVE LENGTHf- C/LRADIUS TANGENT DELTA �` i14.63' LANDSCAPE TEIylP.QRARY 'RETENTION VARIES 45 49' TO 61' EASEMENTC1 1432:Q200Q.0.0 748.25 41'01'26 _ (SEE PLAN) (SEE PLAN). '' J /BASIN E) UMP VARIES, 68 6'. TO 100 BOTIN E(S{SUMP000.63 r� ► (SEE SHEET 36) I(SEE PLAN) 5' WALL/FENCE & VAR 7' & VAR. VARIES 25', 29' T0.41' SIDEWALK FUTURE TRAIL (SEE WALL PLANS) LAND . APE` {SI:.E -PIAN} (S E LANDSCAPE MEDIAN EIS PLAN) 21 -PLANS)-1 NO -- TYPE "M" MEDIAN -=tI"" � -- - -. - 5, WIDE STANDARD TYPE SIDEWALK PER CURB PER C.B:D.S. TYPE "B" CURB &' GUTTER NO. S-36. C.B.D.S. NO. S-3 AND PER McALLISTER PER C.B.D.S. NO. S-10.3 ' TYPE 'B° ASPHALT CONCRETE 5' WIDE STANDARD' TYPE SIDEWALK PER 0.45' LAS'S 2 --,CRUSHED AGGREGATE BASE C,B.D.S'. N0. 5--3 AND PER EWALLISTER 1.3 NATURAL GROUND COMPACTED RANCH SPE I TO 95i MAXIMUM D EN R- THICKNESS (FT.) T.I. VALUE AC CABI NG 6.0 46 0.30,10.451-1.30 RANCH SPECIFIC PLAN. TYPE "B" CURB & GUTTER PER C.B.D.S. NO. S-1 C.FIC PLAN.. � ` ` ' SECT',� �� � � M:�ALL � T�ER RANCH RQAD @ . SCALE: N.T.S. PROP. GUTTER �, � Cb 0 -4 FLOWLINE GRACE (LT) M oll U Ui Ui Ui u7 u 340 EXISTING GRADE AT GUTTER FLOW INE (LT) RIM=335. 6 I ._.. 335 ..._ 0.29% HGL,p=3 2.84 330 FL=32 .75(24") 325 320--- 9 PROP.. GUTTER FLOWLINE GRADES (RT): 340 •335 334 325 320 -- 10 to W J ' UjAx- CC 05 LO 12 13 14 15. r`; 4 00 to 1 M 12 13• 14 FL=32.61(1$ FL=32 .61 24„) 15 U_ M06i Tr- RIM=335. 2 WA LO LO I TING GRADE GD Ui o # f 00 FLOWLINE CURVE DATA CURVE LENGTH RADIUS TANGENT DELTA C2 144.21 1950.00 72.14 414"14" 14" C3 489.94 1956.58 246,26 14'20'50" C4 10.90 1966.00 5.45 019'04" C5 610.84 2035.97 307.73 17'11'25" C6 17.82 2034.00 8.91 0'30'07" C7 20.25 1966.00 10.13 0'35'25" C8 627.13 1963.95 316.26 18.17'45" C9 27.49 2034.00 13.751 946'28" C10 1 551.72 2041.39 277.55 15'29'07" C11 1 47.98 30.00 30.86 91'37'41 " SCALE: N.T.S. PROP. GUTTER �, � Cb 0 -4 FLOWLINE GRACE (LT) M oll U Ui Ui Ui u7 u 340 EXISTING GRADE AT GUTTER FLOW INE (LT) RIM=335. 6 I ._.. 335 ..._ 0.29% HGL,p=3 2.84 330 FL=32 .75(24") 325 320--- 9 PROP.. GUTTER FLOWLINE GRADES (RT): 340 •335 334 325 320 -- 10 to W J ' UjAx- CC 05 LO 12 13 14 15. r`; 4 00 to 1 M 12 13• 14 FL=32.61(1$ FL=32 .61 24„) 15 U_ M06i Tr- RIM=335. 2 WA LO LO I TING GRADE GD Ui o # f 00 (RT) n PROPOSED GU TTER FLOWLIN GRADE (RT) 00Ui PROP. GUTTER �' V. � M tn N3 GRADE (FT) M to � M to M tvi M o FLOWLINE GRADES --0.52% .52 0.52 -1 - ConstpAon:.Notes I�1 CONSTRUCT TYPE "B" CURB AND GUTTER 340 PER C.B.D.S. NO. S-1. dE GRADE (LT) 328.9:7 24'> PROPOSED GUTTER FLOWLINE RADE (LT) FL 0PLACE 54 LF OF 18" R.C.P., HGL,a=33 .41 CONSTRUCT HANDICAP RAMP CASE A FL 327;97 36" 6.2 CONSTRUCT STANDARD SURVEY MONUMENT W/ W/ R.G.J. DRAIN PIPE, S=0.00'! CONSTRUCT STANDARD TYPE "M-2" MEDIAN CURB PER C.B.D.S. NO. S-36. 0.58% -0.26% . PLACE 395 LF OF 24" R C.P., CL -1.11 .._ �.-.....M � 2 .....�.....�.... 24" DRAIN PIPE AT _.. .. DRAIN PIPE, =0.0016 s '-, U-,.., I!_ 3.35 U_ HGL,fl .332.55 _ A z r- HGL,o=332 55 11 PLACE 102 LF OF 30" R.C.P., CL -11.1 W/ R.G.J. DRAIN PIPE, S=0.0015. FL AT CB=328.12; FL=330. 2(18') FL AT MH=327:97 12 PLACE 130 LF OF 36" R.C.P., CL -111 W/ OM cow a�'c0.amm a MH=327.97, FL AT DOWNSTREAM END=327.78 13 CONSTRUCT OUTLET STRUCTURE PER C.B.D.S. to a�LO NO. S-9. FL=330. 208" Cit Q � o-• END=328.22, FL AT C8=328.12, PLUG END. 15 PLACE POLE TYPE STREET SIGN PER C.D.B.S. NO. S--40. . LT) FL=328. 2(30" 16 USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL). L -III g 17 PLACE 2-3" 0 PVC, SCHEDULE 40 .CONDUITS AND I PULL BOXES FOR FUTURE, TRAFFIC SIGNAL LOCATION PER C.B.D.S. NO. T-33. 330 18 PLACE "4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING ' \ AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL Q Rev4ion BY Appd. 'Date Mn � U_ File Name: Uj U_ 14- O p ESS/p/V4� a EXp.3-31-08 325 a; T) CAL�� C ° or CL 4f 7. -�0,4 o v! N co co 00 ao a STREET / STORM MAINtPLANS' to u7 6 ar cv c6 11 ,� $ 4 ,� 9 % 24 i"ft 324 21 . ]l CALLISTER RANCHROAD PLAN AND PROFILE ) 0to STAA 0+00 TO S=SA. 21 +00 a �t PROP. GUTTER to n t FLOWLINE M Prged No. Scale � M GRADES { T GUTTER -FLOWLINE (RT) PROPOSED GU TTER FLOWLIN GRADE (RT) NOT scale the droving - any errors or -omissions sholl be, reporked to PROPOSED GUTTER FLOWLINE GRADE (FT) (M.H)RI =336.22 26% --0.52% .52 0.52 -1 - ConstpAon:.Notes I�1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.D.S. NO. S-1. FL FL --:328.97 328.9:7 24'> CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3. FL 329.65 24" , HGL,a=33 .41 CONSTRUCT HANDICAP RAMP CASE A FL 327;97 36" &E) CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S. NO. S-29. CONSTRUCT STANDARD TYPE "M-2" MEDIAN CURB PER C.B.D.S. NO. S-36. O CONSTRUCT STANDARD TYPE "M" MEDIAN CURB PLACE 395 LF OF 24" R C.P., CL -1.11 ! O CONSTRUCT• TYPE A- CATCH BASIN PER � 2 a w 24" DRAIN PIPE AT WITH R.G.J. DRAIN PIPE, =0.0016 s '-, U-,.., I!_ w �� U_ 10 PLACE 84 LF OF 24 R.C.P., CL --1:11 .W/ R.G.J.' _ � z r- END=329.75, FL AT DOWNSTREAM -END=329.61 11 PLACE 102 LF OF 30" R.C.P., CL -11.1 W/ R.G.J. DRAIN PIPE, S=0.0015. FL AT CB=328.12; Q � ui FL AT MH=327:97 12 PLACE 130 LF OF 36" R.C.P., CL -111 W/ OM cow a�'c0.amm a MH=327.97, FL AT DOWNSTREAM END=327.78 13 CONSTRUCT OUTLET STRUCTURE PER C.B.D.S. to a�LO NO. S-9. 14 PLACE 10 LF OF 30" R.C.P,, CL -111 W/ R,G.J. Cit Q � o-• END=328.22, FL AT C8=328.12, PLUG END. 15 PLACE POLE TYPE STREET SIGN PER C.D.B.S. NO. S--40. . LT) #-.- 16 USE 1500 FT. RADIUS CURVE AT CURB ANGLE W] 0 ig 20 34.4 335 330 5=.0.0016 .325 320 21 i Stantec Consulting. Inc. 2590 Venture . Oaks Way Sacramento, CA 95833-3288 Tei, 916.569.2500 Fox. 916.921.9274 www.stdntec.com CopyNht Rml-ved Stantec Consulting. Inc. 2590 Venture . Oaks Way Sacramento, CA 95833-3288 Tei, 916.569.2500 Fox. 916.921.9274 www.stdntec.com CopyNht Rml-ved The Contractor shall .'Verify, and be responsible for ail 'dimensions: Do NOT scale the droving - any errors or -omissions sholl be, reporked to Stontec Cbnstilting Inc. without delay. Co The Capyrights to all designs and. drawings are. the property of Stan Consulting Inc: Reproduction or use for any purpose other than. that authorized by Stantec Consulting Ino: is forbidden: ConstpAon:.Notes I�1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.D.S. NO. S-1. CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER C.B.D.S. NO. S-3. CONSTRUCT STANDARD BARRICADE END' OF STREET PER C.B.D.S. CONSTRUCT HANDICAP RAMP CASE A PER C.B.D.S. NO. S-41. CONSTRUCT STANDARD SURVEY MONUMENT PER C.B.D.S. NO. S-29. CONSTRUCT STANDARD TYPE "M-2" MEDIAN CURB PER C.B.D.S. NO. S-36. O CONSTRUCT STANDARD TYPE "M" MEDIAN CURB PER C.B.D.S. NO. S-36. ! O CONSTRUCT• TYPE A- CATCH BASIN PER C.B.D.S. NOS. S-12 & S-14. 9� CONSTRUCT TYPE "B" MANHOLE PER C.B.D.S: NO. S-21. 10 PLACE 84 LF OF 24 R.C.P., CL --1:11 .W/ R.G.J.' DRAIN PIPE, S=0.0017, FL AT UPSTREAM END=329.75, FL AT DOWNSTREAM -END=329.61 11 PLACE 102 LF OF 30" R.C.P., CL -11.1 W/ R.G.J. DRAIN PIPE, S=0.0015. FL AT CB=328.12; FL AT MH=327:97 12 PLACE 130 LF OF 36" R.C.P., CL -111 W/ -R.G.J. DRAIN PIPE, S=0.0015, FL AT MH=327.97, FL AT DOWNSTREAM END=327.78 13 CONSTRUCT OUTLET STRUCTURE PER C.B.D.S. NO. S-9. 14 PLACE 10 LF OF 30" R.C.P,, CL -111 W/ R,G.J. DRAIN PIPE, S=0.0099," FL • AT UPSTREAM END=328.22, FL AT C8=328.12, PLUG END. 15 PLACE POLE TYPE STREET SIGN PER C.D.B.S. NO. S--40. . LT) 16 USE 1500 FT. RADIUS CURVE AT CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL). L -III g 17 PLACE 2-3" 0 PVC, SCHEDULE 40 .CONDUITS AND I PULL BOXES FOR FUTURE, TRAFFIC SIGNAL LOCATION PER C.B.D.S. NO. T-33. ., 18 PLACE "4" 0 PVC, SCHEDULE 40 CONDUIT WITH WIRING ' \ AND PULL BOXES FOR FUTURE TRAFFIC SIGNAL INTERCONNECT PER C.B.D.S. NO. T-34. Rev4ion BY Appd. 'Date Mn File Name: Dwn, Chkd, Dsgn, Date O p ESS/p/V4� a EXp.3-31-08 a; T) CAL�� C ° or CL 4f 7. -�0,4 o v! Client/Projed SUNVru- 7UUMPAM 6 a STREET / STORM MAINtPLANS' MCALLLSTER-RANCH E, . MAJOR R0ADS PHASE -'1.4 Kern County, Califom'ra 4 % i"ft Z p M ]l CALLISTER RANCHROAD PLAN AND PROFILE ) STAA 0+00 TO S=SA. 21 +00 a �t a Prged No. Scale 1844-00800 A SHOWN> _.. DWrl9:N0. Sheet Revision,, a, -1 11:91 24 of .37 0: >• a C /L CURVE DATA CURVE I LENGTH RADIUS *1 TANGENTDELTA C1 1432.01 2000.0 746., ' 01 74$:25. 4.1.0'1'26" C& TANGENT DATA LINE LENGTH BEARING .11 326.21 -� *A 1ir N V 0. VY: V) 0 1 p Et4Sjt4GER,R0A1) 2 (SEE SHEET 19) m CA. 136' R/W CIV TO 60 00", id 20 co 7-0 51 'ENTS . ....... + -ITA 29+69.25.F -CR vi 61 01) 900 - PHAS FROvEM Q 1- "N' ND I VrT SEE WATER r 0 L ) N Ui a-- Lij cv Z C C COL 14 1A_1 Lu 6 .-M. ORARY RETENTION J- Ct m BASIN (SUMP F) > BOT. EL=326.0 + R�0_ I-305 R--1' 29 (SEE SHEET 36) 10A0 Nr R-7,3051 (A 9. 22. 7 -,: C2 7 7-- G vL .-O-DRAIN-OUTFALL (SEE SHEET 1-9) -A. 4 Ll R=290'125' R=290'4. LuCS 5 8, 1. X 51 u*1 "ZOAD 60 SvVER, RANCH Co to 00" ra McIALL, 61 STA. 28+ AD _u rn zr 0 "D: 82" -SIN D, cr.. M m : Ln + rn (MA PHAS-t I 01 pEr4S1NGER'R0A 50 ROADS S + AD C-) _x A 8 'JOp TRACT,455 I- PHASE I ;0 .0 At- flu Ln 01 -4 JL., 00 PROP. GUTTER FLOWLINE GRADES (LT) 'A 340- 335 330. 3,25, 320 21 0 ,23 MC-ALLJZ51tKRANCH zKUAU. , 56,H0' 1pl1=5, 1 v . 6 5' 1.5' FLOWLINE CURVE DATA CURVE LENGTH RADIUS TANGENT DELTA G2 627.13, 1963.95 316.26 18`17.'45" C.3 551.12. 2041.59 277.55 15-29"07" C4 1,00.89-1 2050.00,' 50.45 FLOWLINE- GRADE (RT) C5 -47.121 30.001, 30.001 90*.00*00" C /L CURVE DATA CURVE I LENGTH RADIUS *1 TANGENTDELTA C1 1432.01 2000.0 746., ' 01 74$:25. 4.1.0'1'26" C& TANGENT DATA LINE LENGTH BEARING .11 326.21 -� *A 1ir N V 0. VY: V) 0 1 p Et4Sjt4GER,R0A1) 2 (SEE SHEET 19) m CA. 136' R/W CIV TO 60 00", id 20 co 7-0 51 'ENTS . ....... + -ITA 29+69.25.F -CR vi 61 01) 900 - PHAS FROvEM Q 1- "N' ND I VrT SEE WATER r 0 L ) N Ui a-- Lij cv Z C C COL 14 1A_1 Lu 6 .-M. ORARY RETENTION J- Ct m BASIN (SUMP F) > BOT. EL=326.0 + R�0_ I-305 R--1' 29 (SEE SHEET 36) 10A0 Nr R-7,3051 (A 9. 22. 7 -,: C2 7 7-- G vL .-O-DRAIN-OUTFALL (SEE SHEET 1-9) -A. 4 Ll R=290'125' R=290'4. LuCS 5 8, 1. X 51 u*1 "ZOAD 60 SvVER, RANCH Co to 00" ra McIALL, 61 STA. 28+ AD _u rn zr 0 "D: 82" -SIN D, cr.. M m : Ln + rn (MA PHAS-t I 01 pEr4S1NGER'R0A 50 ROADS S + AD C-) _x A 8 'JOp TRACT,455 I- PHASE I ;0 .0 At- flu Ln 01 -4 JL., 00 PROP. GUTTER FLOWLINE GRADES (LT) 'A 340- 335 330. 3,25, 320 21 0 ,23 MC-ALLJZ51tKRANCH zKUAU. , 56,H0' 1pl1=5, 1 v . 6 5' 1.5' to 00 03 00 �0 co to co PROP. -GUITER 00 00 00 CD a to (10 4 4 4 4 ui ui GRADES (ROT: no I FLOWLINE G too M. 13 FL ., ui ko Lri ui tn to n, v to to to to n re> to 340 EXIST NG' GRADE AT GUTTER,. FLOW' NE (RT) RIM=3 35.36 7- 7 3,30 i woo" FL=3 30.33(tal - ----- - FL=i:3 30;33(2'4]13 f LACE 420 LF OF 24•`;R.C.P.. CL 111 COO WITH: F,0.1 DRAIN PIPE, S=0.0016 !(MH TO CB) LL_ . ......... . ...................... . . ......... . ... . ..... ... .............. 325---- C6 3220, .. CD . . ....... . . . ....................... . .. ....... 23 24. 25 •26 .27 C14 00 w 00 0 (0 co -T - -PROP. GUTTER M (6 E to NOTE: t q�pf� SS1,01, FLOWLINE GRADES (RT) 340 ROPOSED GUT.rEF FLOWLINE- GRADE (RT) ALL STATIONING IS ALONG R11 1=336.-83 (N H)R[M=337.18 SUN, $TR,E'E-TTJ-'.8'TT0RM? "M 8 ',',,DR :STREET CENTERLINE EXCEPT S ALLI 1, Mc T 7 cn �D lm f ROA MAJOR, .-S-:- PH Kem,County, "California J1Z Tide 0�z H4=335.44 WHERE NOTED AS FLOWLINE PLANAN OPROFILE_ o M,2- 4,90 i2- 6 2-9+7-9 0 W ELD M-.Wna NoShe we's STATIONING. C%j co 00 lct r-0 IR W. CF) "S rll� Cri a 00 00 PROP.. GUTTER q re) tor to re) u'). 0 to u') to -) to re) ftlr� re) to, re) tn K6 to w A �=332.63 18n flC Fl.=331,63(�O T. EL=326.00(RB) FLOWLINE GRADES(J) _j Z_ in U- U- _j _j ....... Ix _ _ 1.1.11-1.w. ...... .............. . .. w C. C, ..................... . . 325 Ld 0 340 EY ISTING, GRADE AT GUTTER FL WLINE (J). PROPOSED GUTTER F =OWLINE GRADI (J) C14 Rtkk=_33.�..83 z LLV RIM=3." 5.53 00 01 00+ W-). LQ 00 C191 �t'- U -T) .... . ... . ... d) oo C11 20....................:-__t_....._ 0-3 + 28 29 HG%or-35.45 30 '31. 0."4% ___O,.25% 335 FL= -3 2.74(1,8 IL 'IET .330 FL=3 36.47(18") TEE' < -- ------------- m C D m uj Q m CEJ _j _j C -D Z _j LL. Ce LU.3 - --- - ----- CL 325 �2< -D fQo Cq to 0 CD ur) n C&D M CD 0) C-14 c6 00 C), + 320 24 25 26 27 28 29 30 31 to 00 03 00 �0 co to co PROP. -GUITER 00 00 00 CD a to (10 4 4 4 4 ui ui GRADES (ROT: no I FLOWLINE G too M. 13 FL ., ui ko Lri ui tn to n, v to to to to n re> to 340 EXIST NG' GRADE AT GUTTER,. FLOW' NE (RT) RIM=3 35.36 7- 7 3,30 i woo" FL=3 30.33(tal - ----- - FL=i:3 30;33(2'4]13 f LACE 420 LF OF 24•`;R.C.P.. CL 111 COO WITH: F,0.1 DRAIN PIPE, S=0.0016 !(MH TO CB) LL_ . ......... . ...................... . . ......... . ... . ..... ... .............. 325---- C6 3220, .. CD . . ....... . . . ....................... . .. ....... 23 24. 25 •26 .27 C14 00 w 00 0 (0 co -T - -PROP. GUTTER M (6 E to (d M t q�pf� SS1,01, FLOWLINE GRADES (RT) 340 ROPOSED GUT.rEF FLOWLINE- GRADE (RT) R11 1=336.-83 (N H)R[M=337.18 SUN, $TR,E'E-TTJ-'.8'TT0RM? "M 8 ',',,DR C. S ALLI 1, Mc T 7 cn �D lm f ROA MAJOR, .-S-:- PH Kem,County, "California J1Z Tide 0�z H4=335.44 -3,35 PLANAN OPROFILE_ o M,2- 4,90 i2- 6 2-9+7-9 0 W ELD M-.Wna NoShe we's 4 30" AT S1=0.0011 FL <0 L\ �i�_(J_ 30" Al S=O, 00-11 .330 0a:: m ui U.1 0 0 m w A �=332.63 18n flC Fl.=331,63(�O T. EL=326.00(RB) -_j w _j Z_ in U- U- _j _j ....... Ix _ _ 1.1.11-1.w. ...... .............. . .. w C. C, ..................... . . 325 Ld 0 NC14 C14 z LLV CD 00 00 01 00+ W-). LQ 00 C191 �t'- U -T) .... . ... . ... d) oo C11 20....................:-__t_....._ 0-3 + 28 29 30 '31. loll Stantee Consulting Inc. 2590: Venture Oaks Way Sacramento, C* 95833-3288: Tel. 9116-.569:2500 FIX .:91:.6:921.:92.7.4 vWmatantec.com C0pyr4ht`Re*ve6, 'Tf* Cootrcjctqr -ffiqll vettfy..ond -be-;. respopsibl#; for o)1-,,.`dim,ens1qnp, NOT any' ihb1V,b6 -rep6 1 ded --to- Th06p Iyn' to-'b11Ais!gns-bn-d&owinqs,'*ore, the property :of Ston ecC6ipg.dhe.,ftoroddrflon I use -for ony'-purpose ot her Ahon otatho W'§tanteo b6nsOfinq, Inc:: is forbidden. ODnsWeW"Not", TYPE '?B" CURB AND' GUTTER PER C.B.D.S. NO. S-1. O CONSTRUCT :5' WIDE STANDARD TYPE SIDEWALK 'PER CADS. NO. S-3. CONSTRUCT STANDARD' SURVEY VONUMENT PER G.B.D.S. NO: _S__29,*. CONSTRUCT -STANDARD' TYPE "M-2" MEDIAN CURB PER C.;B.D-.S.. NO. :S-36. O QW5TRUCT 'STANDARD: TYPE N" MEDIAN CURB PER t:b O.S. NO. 'S' S& CONSTRUCT ' -CAT-CH,'BASIN. PER C.S.D-S. NOS. S-12 & -87-14. 'PLACE 84 LF OF 1:8- -k-C.P., CL -111- W1 R,G,J.. DRAIN -PIPE, 5=-0.0017, FLAT 'UPSTREAM END -333.0;47 FL AT 0OWNSTREAM- END'=3*30,33. USE 1560 FT. RADIUS - CURVE; AT, CURB ANGLE POINTS FOR SMOOTH TRANSITION (TYPICAL). 'PLACE 4" 0. PVC, SCHEDULE "40 CONDUIT WITH WIRING AND PULL 'BOXES FOR: PUT -ORE TRAFFIC SIGNAL INTERCONNECT PER C,B.D..S. NO. T-34. 00 C9 21 of'....37 . ............. i- -116ition Appd­ Dqte',, -T E ......... bvn.m- cKk6:,, Dsgrl. Date t q�pf� SS1,01, P N aient/Pirbijed SUN, $TR,E'E-TTJ-'.8'TT0RM? "M 8 ',',,DR C. S ALLI 1, Mc T 7 cn �D lm f ROA MAJOR, .-S-:- PH Kem,County, "California J1Z Tide 0�z W&LIS, R"RA C HIR D M PLANAN OPROFILE_ o M,2- 4,90 i2- 6 2-9+7-9 0 M-.Wna NoShe we's 4 00 C9 21 of'....37 r- PANANIALANE ' (SEE HEET 8) C/L TANGENT DATA a z vii w PL 85' R/ LINE LENGTH BEARINGUj ca 3O 48� L1 764.98 Sfl0'52'45"W v TENTIO I BASIN (SUMP ) PENSINGE :.- w tai t (SEE SHEET 36) {SEE SHE � �OAD Qi a to DRAIN OUTFALL R ) # t z a it o' 125 /W i zU U0 �.e'' o � N (SEE SHEET 1$) 7.0, i } ^ w tr F- tai - ti+ 0- X 3 # 55' 1 ate" w ci + +� ,'++ ``�� v! 6O' 1 o N � rte , two 12 ,seml r 45 r i ¢ tis Sr #- �- O Z i N v:' c3 1: c i o cn v3 -z 2 <SEE WATER PLAN 810 LU 14icn a� rn STA. 14+92 - -- - - - _.. C DRIVEWAY C LU 1 #•� # 7 14 6 10 I '' ori l 12 R=303' ,`�13 R=303' '� 5 13 , R 1 �¢.' 185 , t 17 vs =cit - N t t Uj LO z L1C1 `�" Q C1 - R=303' 40 - t t..l S [(jYAq !e1M r V)0 .��Q 4 F o r t ( LIQ' c� a 2 r. 12 SEE SEWER LU CN a' 1 m c -� _ PLANS 1 # o Z �+ RL •ET RN RADE �' u 04 ! Y vy 1 BCR 332.5 trs , . ►n v V) w r• , + + , .. o a0 00 4S 45 t c a. o css G o 1 /4 b =33 5 rr 25 25 ' , - A- R URN FL • GRA o t� ri II- � + i # a 00 t, r-- ' /2 -& =332.11 + , to f + o o _" `° ' ao flo # w '"� 35 35 +, ,�r''' BCR=331.62 + a c>= �, . - 55 55 rn d¢ ¢ c� 4 11=331.86 +. o f w or w -' 1 'd f '* # ►"- 41 Q N - 1 4 .A =331.80 � � cin c' -n I v E R=331.62 ¢ 7fl R W + / a 110 IRA_ 63 o Q .a w 1 /2 b=331.9$ n o � t + TORTUGAS m 3/411=332.16 W a01 PENSINGER ROAD 30 70 " AVENUE ECR=332.34 (SEE SHEET 18) 100' R/W (SEE SHEE 24) ' PANANIA .LANE FLOWLINE CURVE DATA PROP. (SEE cl,.HtET 8) CURVE LENGTH RADIUS ITANGENTI DELTA ERCKSON DRIVE Rjw ROAD C1 47.981- 30.001 36.86 91'37'41 " 90' C/L (SEE PIAN) 4,63' & VARIES 45' C/L 45' TYPE "M-2" CURB. 2' & 4' 5' & 9.11LANDSCAPE 68' PER Cabs, NO. S-36 MEDIAN ' FINISH GRADE EASEMENT ' 0.63' 34' 34' AT C/L (SEE PLAN) 0� WALL FENCE ' / SIDEWALK 25 & VARIES &VAR &VAR ' (SEE WALL PLANS), (SEE PLAN LA APE 25 &VARIES 2' } MEDIAN EE PLAN) (SEE PLAN) 0.20' & 0.36' (ADDITIONAL AC) . .••-247. 2.Q-g� 0.30' TYPE 'B.' ASPHALT CONCRETE 2`• ' '} 0.45' CLASS 2 CRUSHED AGGREGATE BASE ! _ =1 E - i�! TYPE "M" MEDIAN I- 1.30' NATURAL GROUND COMPACTED ! _ -I' CURB PER C.B.D. TO 95% MAXIMUM DENSITY- l 1 Z*+ : 1 „=50•H0 50' 75' 1.00' 1 "=5'V0 5' 7.5' 10' PROP. R/W 4.63' & VARIES LAN SCAPE 0.63' EASEMENT (SEE PLAN) 5' WALL./FENCE SIDEWALK (SEE .WALL PLANS) 2.�. l 2.1 SPX - 5 WIDE STANDARD TYPE SIDEWALK. PER TYPE "B" CURB & GUTTER NO. S-36. C.S.D.S; N0. S-) AND PER MCALLISTER RANCH SPECIFIC PLAN {� [� PER C.B.D.S. NO. S-1 0.30' TYPE 'B' ASPHALT CONCRETE IP K;AL ,L TURN FO `"' KE � IQN- 5' , 0.45' CLASS 2 CRUSHED AGGREGATE BASE 5 WIDE STANDARD TYPE SIDEWALK PER 1.30' NATURAL GROUND COMPACTED PEN G_,�� � 0ADy. I�GALL 1. TER RANCH. R AD C.B.D.S; No. S-3 AND PER McALLISTER TO 95% MAXIMUM DENSITY RANCH SPECIFIC PLAN T.I. R- VALUE THICKNESS .'(FT.) AC GAB NG 6.0 46 0.30 0,45 i .3fl TYPE "B� CURB & GUTTER ,PER C.B.D.S. NO. S-1 t%%Z)ON .,DRIVE NOTE: '"'"'YP1t"%A1 SES 1 n,Kj ERt­%III �\SC.%N . SCALE: N.T.S. PROP. GUTTER FLOWLINE GRADES (LT) 340 335 330 325 32 _..».»...r.. 9 [ PROP. GUTTER FLOWLINE GRADES (RT) 340 C_,._ 335 330 325 320 9 00 Co to tN t n EXISTING GRADE AT GU ER FLOWUN LT GRADE T GUTTER FLWLINE (RT) (MH) - =336..34 FL=329P00(18") 1'� D R 1 V E. Q ALL STATIONING IS ALONG SCALE: N.T.S. STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE _ STATIONING. "W pp -0 0 to a r7 0) N N � «, PROP. GUTTER" tet; cit r oo .- r'7 cs� rn N ct7 to N N to cv N N ni FLOWLINE GRADES (LT) thM�? M M P7 rrj M t•rl M t� t�7t 3M. t+) 17 M M t7 !ry f 34o 50' C PI *POSED OSED GU R FLOWLINE RADE (LT), ELEV=3.2.01 1 .30 ` - RIM=3 2.63 0.59% HGL,o=32 .05' FL=326.7 (24") 4 M W .03Z C3 »,...............« .......,..»........._.....x. xxx...x xx. »....»....«.x» ,»..» .... .. ,. S� ._- » »» »_x w.......x ...........».... » . a-� o. � d C9 , t9 Q t rn �m rn 00 acs 00 /ul)) z.n52 7-� US { t/nom I M 0 Itt r�,•'.x.n......».._>w.-.,..•.w..w.... «..xx,.».......»«.. xxwx...r..x.....»x..x.r..... ...w»n.»».....».r...x..».»..» t .x». .. VIVI V��y- W\J n ..x.hx.-..�.•> •, •• » » ..»... .. .. > ..»--..gym, ..r...._x r»..xw.e....•,...•.•x••••x«.x.«..nx r.x_x».»_...x..x.........«........»»..»x.........x..».«...w«.....,.»«..«»..x.».».»,................. ...r. -x......»».....+........ �..».w�x�.......n.w...........w.u.w.w�.»,x>..�...x.....mw.».»x.x.«�.-w.x......,x.,.... n 12 13 ,� 14 1 Y 17 8 ._ • N • to f 00 to N co N N el' M tri N N O to o u7 tib to M tfJ n7 N u's rr t.. C�in ;n � v i r�i :~, M M M tf) tls N3 t� s7 M M r7 t'7 s"7 to PROPOSED GU ER FLOWLINE GRADE (RT) IM=334.29 RIM�334 99 335 330 325 320 PROP. GUTTER FLOWLINE GRADES (RT) 340. PROPOSED GUTTER LOWLINE GRA E (RT) - 33 -.••-... �, RIM ` 332.3(1-.»_..'.��.x..-._.» %_20.59% FL=327.03 18" MH FL=328.37 1 " L=326 03 " 'M -- J 325Z7- 011, w FL=325.37 3 371 LF O" 18" "R.C.P., 6L--11.1 E 265 '- �--tsi R.C.P., 0L-111 # R.G.J. DRAIN PIPE, S=0.0053 S=0.0053........ w»«......._...x»..«.»...._. '¢ �..�........... WIT R.G.J. «. . .._x..«. «.«� � «.« .........»....«.«..x.x .._....�� ........«....Gi�. »LLJP x».....«...,. OU a - Exp.3-31--68 I J sl9TE .OF CNO W.. ...«�..x».. x_ � ....»... . coo rss.� at C56T.................x............... Q ..,.»........x...•.. x. ...... .....xx.x....x«.x........�..........------O�C1L�. d- 15 �- '/QMy�• ,_»x ... ........... nx.•n•..x....«.•.xr.........- n._..«----.»...�n..x.x.......�..... 10 hc7T' G - ...x» 66 -_ oxf � fxx. x 12 13 a 14 O N.--• .DRAIN IICALLIST.ER RANCH _ MAJOR ROADS - PHASE 1.1 GRADE T GUTTER FLWLINE (RT) (MH) - =336..34 FL=329P00(18") 1'� D R 1 V E. Q ALL STATIONING IS ALONG SCALE: N.T.S. STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE _ STATIONING. "W pp -0 0 to a r7 0) N N � «, PROP. GUTTER" tet; cit r oo .- r'7 cs� rn N ct7 to N N to cv N N ni FLOWLINE GRADES (LT) thM�? M M P7 rrj M t•rl M t� t�7t 3M. t+) 17 M M t7 !ry f 34o 50' C PI *POSED OSED GU R FLOWLINE RADE (LT), ELEV=3.2.01 1 .30 ` - RIM=3 2.63 0.59% HGL,o=32 .05' FL=326.7 (24") 4 M W .03Z C3 »,...............« .......,..»........._.....x. xxx...x xx. »....»....«.x» ,»..» .... .. ,. S� ._- » »» »_x w.......x ...........».... » . a-� o. � d C9 , t9 Q t rn �m rn 00 acs 00 /ul)) z.n52 7-� US { t/nom I M 0 Itt r�,•'.x.n......».._>w.-.,..•.w..w.... «..xx,.».......»«.. xxwx...r..x.....»x..x.r..... ...w»n.»».....».r...x..».»..» t .x». .. VIVI V��y- W\J n ..x.hx.-..�.•> •, •• » » ..»... .. .. > ..»--..gym, ..r...._x r»..xw.e....•,...•.•x••••x«.x.«..nx r.x_x».»_...x..x.........«........»»..»x.........x..».«...w«.....,.»«..«»..x.».».»,................. ...r. -x......»».....+........ �..».w�x�.......n.w...........w.u.w.w�.»,x>..�...x.....mw.».»x.x.«�.-w.x......,x.,.... n 12 13 ,� 14 1 Y 17 8 ._ • N • to f 00 to N co N N el' M tri N N O to o u7 tib to M tfJ n7 N u's rr t.. C�in ;n � v i r�i :~, M M M tf) tls N3 t� s7 M M r7 t'7 s"7 to PROPOSED GU ER FLOWLINE GRADE (RT) IM=334.29 RIM�334 99 335 330 325 320 PROP. GUTTER FLOWLINE GRADES (RT) 340. PROPOSED GUTTER LOWLINE GRA E (RT) - 33 -.••-... �, RIM ` 332.3(1-.»_..'.��.x..-._.» %_20.59% FL=327.03 18" MH FL=328.37 1 " L=326 03 " 'M -- J 325Z7- 011, w FL=325.37 3 371 LF O" 18" "R.C.P., 6L--11.1 E 265 '- �--tsi R.C.P., 0L-111 # R.G.J. DRAIN PIPE, S=0.0053 S=0.0053........ w»«......._...x»..«.»...._. '¢ �..�........... WIT R.G.J. «. . .._x..«. «.«� � «.« .........»....«.«..x.x .._....�� ........«....Gi�. »LLJP x».....«...,. OU a - Exp.3-31--68 sl9TE .OF CNO D �� coo rss.� at C56T.................x............... Q ..,.»........x...•.. x. ...... .....xx.x....x«.x........�..........------O�C1L�. oly' 15 �- 4- u. f T i.F.J wG O in k _.............»._......... x`�ci .... -t�• x ............- hc7T' G - ...x» 66 -_ oxf � fxx. x 12 13 a 14 STREET/ STORM PLANS HGL,0=32$.95 HGLio 330.68 330 FL=32 .76(18") HGL,a=327.6& o=o �- PLACE E 265 LF OF 30" R.C.P., 0L-111 WIT R.G.J. DRAIN PIPE, S=0.005 ock: OU a - Exp.3-31--68 sl9TE .OF CNO N oa? { coo rss.� at C56T.................x............... Q ..,.»........x...•.. x. ...... .....xx.x....x«.x........�..........------O�C1L�. a �� ........... T�__� 15 16 17 IPANIE «».....mxxx- «w. 325 co l o 320> 13 Stantec Consulting Inc. 259.0 Venture Oaks Way v�< Sacramento, CA 95833-3288 Tel. 916:569.2500 Fax. 916,921.9274 www.stantec.cotn Q . CopAht.Raselved The Contractor shall verify and be responsii 1w, for -all dimensions. DO NOT scale the drawing - any, errors or omissions sh6A tse rep6tted "to Stantec .Consulting lnc: without delay. The Copyrights to all designs and drawings are the property of Stantec. Consulting Inc. Reproduction or use for any purpose other than that authorized by Stantec Consulting Inc. is forbidden. Cons#uction.Notes Revision CONSTRUCT TYPE "B" CURB AND GUTTER PER C.B.D.S. NO. S-1. O CONSTRUCT 5' WIDE STANDARD TYPE- SIDEWALK PER C.B..D.S. NO. S-3. Q CONSTRUCT STANDARD BARRICADE END -OF STREET PER C.B.D.S. CONSTRUCT HANDICAP RAMP CASE A PER ' C.B.D.S. NO. S-41, CONSTRUCT STANDARD SURVEY.MONUMENT PER C.B.D.S. NO_S=29. O CONSTRUCT STANDARD TYPE "M-2" MEDIAN CURB PER C.B.D.S. NO. S-36. CONSTRUCT STANDARD TYPE M" MEDIAN CURB PER C.B.D.S. NO. S-36. CONSTRUCT TYPE "A" CATCH BASIN PER- C.B.D.S. NOS. S-12;,& S-14. CONSTRUCT TYPE B MANHOLE PER C.B.D.S., NO. S-21. 10 PLACE 76 LF OF 24" R.C.P., CL -111.W/ R.G.J. DRAIN PIPE, S=0.0025, FL: AT CB=326.72, FL AT MH=326:53 11 PLACE 40 ,.LF OF 24" R.C.P,, CL -III W/ R.G.J. DRAIN ' P[PE, S=0:0021, FL AT PLUG=326.61, FL AT MH=326.53, PLUG IND: 12 PLACE POLE TYPE STREET SIGN PER C.B.D.S. NO. S-40. 13 PLACE 4" 0• PVC, SCHEDULE 40 CONDUIT 'WITH 'WIRING AND PULL BOXES FOR .FUTURE TRAFFIC SIGNAL INTERCONNECT PER ,C.B.D.S. -N0: T-34. 14 CONSTRUCT 16 FT. WIDE STANDARD RESIDENTIAL DRIVEWAY PER C.B.D.S. NO. S-4. I By i Appd. Date y 0 ....... "..,.......�� .....:".r. .� v Dwn.. Chkd. • Dsgn. Date. �, • :25993 Exp.3-31--68 sl9TE .OF CNO a a ClientlProject IPANIE C LUD" LLL. a STREET/ STORM PLANS .DRAIN IICALLIST.ER RANCH _ MAJOR ROADS - PHASE 1.1 Kern County, Callfomia E , Tllfe in ERICKSON DRIVE 5z� PLAN ANIS PROFILE o � STA. 0+ 43 TO STA 17+64 A. 8 < Projed No. Scale • 1844 00800 ` AS SHOWN Drawing No. Sheet 'Revision C 121 22... -of 37• , . 0 50' 75' 1:00' 1 =50 H. 0 S' 7.8' 10' PENSINGER ROAD (MAJOR ROADS - PHASE 1.2): 1 1'30' R/W' STA: 33+_1 , CR I 74' 0'. I 61' TA..1. 2 - 4: PENSI - J I N4+33. 8 .63 Sc STA. 32+93-.63 ECR BC ltJ � 4- 131 I �.AcS' 34g 1�' 0`' 3 £f b 5ro �q+? co o^ Y . STA: 3 r 3 3 E A STA. 33+-03&E3 BCR I STA..33+33,63 ECR \ II 4 � I 51' 61' ! S ] 130' FV l I PENSING,ER ROAD (SEE SHEET 16) STETSON WAY PROP. GUTTER RIM=333.51 « _ «......»...... --,__._.".._1_. .r.... ...... .......... FLOLI-N E M 3x40 GRADES (LT} HG M 340- _.... «« __.... ««.................._.«. 335 -_« ..-_.«__«« _ RIM=333: ......... «.................................« « «__ ..«......_..« .......s i E 8") w •yJ.4% 325 FL-�3.. 8. HGL,a 330 « - cow, »_.._«..... ....... n.. z M. M FL=328.51 325 ,.. ..-, E HGL18=330.6, 33 34 m to 10 � 320 � N Q" DRAIN PIPIT, 33 30" •DRA -PROP, GUTTER jJ` (0 0j 0jO' FLOLINE i GRADES (RT) f 340 iz CN � m ).84 RIM=333.51 « _ «......»...... --,__._.".._1_. .r.... ...... .......... 1 } 3x40 l HG .74 330 I REM i 334.20 ....................... _... «......_. FL=328.43(18` (IN&OUT) «.................................« « «__ ..«......_..« .......s i E 8") w -0.0010 325 FL-�3.. 8. d �.. .... --------...... cow, cti z M. M H 320 COLd E HGL18=330.6, 33 34 m w RIM=334.33 si F F =30& 28.75(18F1=328:5 =328.7530 Q" DRAIN PIPIT, S -0.O026• r 30" •DRA N PIPE, S=0.005 I jJ` 1 0`r0 n i 34 f 35 iz CN � F i 7 + Us [ m Im LO r, •. LO Cb c BULLOCK "STREET /��( 335 RIM=333.51 « _ «......»...... --,__._.".._1_. .r.... ...... .......... _ .w ......««.«...«««........- t 3x40 l HGL:,Q =33 - .74 330 I REM i 334.20 ....................... _... «......_. FL=328.43(18` (IN&OUT) «.................................« « «__ ..«......_..« .......s i E 36" DRAIN 'PIPE, < -0.0010 325 d �.. .... --------...... cow, cti M. M H 320 COLd E HGL18=330.6, 33 34 :05 . - I I i` HGL.„=330.01 FL=28.16(1 FL= 28.16(3 4 H } 36 e) "---36" DRAIN PIPE, S4.01,36 Q 35 36 } 10_,NO 50' 75' 100' 50 -00 1 ""5'Y0 5' 7.5' 10' PENSIN ER ROAD (SEE SHEET 16) BULLOCK STREET N �A .r.... ...... .......... _ .w ......««.«...«««........- t 3x40 l 4 4,28 1+74.27 L W "o Q LUZ so .... «....... n.».»«.«...««.««... ... _..... ..««« _.............«.,.. «.«.....«« _ «_ __« « .r.... ...... .......... _ .w ......««.«...«««........- t 3x40 l 4 l RIM --334.32 I REM i 334.20 ....................... _... «......_. ««_ _ «.«......._.«....-.....«� .n ...... _.... . « ,....... «.................................« « «__ ..«......_..« .......s i E E _. .y n......« .n.».« ...._.._.._,.......«................. «««.,...........,. I.. �.. .... --------...... «...».....«.......... 1NE=334.20 � i'' «. «�»....«...............$ cti HGL,e- 30}.16 H X10=330,48 E HGL18=330.6, «..1... «.«... ««_.«._ ».«.......... ¢¢ ..... »««_»...«.-««»«n««.... $....« .......«.....«.....«.... _...............«...«....».,........ «__.........«_. _« «...« 1 RIM=334.33 F F F =30& 28.75(18F1=328:5 =328.7530 Q" DRAIN PIPIT, S -0.O026• r 30" •DRA N PIPE, S=0.005 I jJ` >.{ i MAJOR ROADS - PHA --,,E 1.1 - f Kern County, Cali€ornia iz CN � F i 7 + Us [ m 340 335 330 `� 325 320 340 335 330 325 320 1 "=50'H0 50'- 75' 107' III ■ r. !t_, ■ NOW PENSINGER ROAD (SEE SHEET 17) TREMB.UAY AVENUE NOTE: ALL 'STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS. FLOWLINE STATIONING. °° PROP. GUTTER FLOWLI N E *GRADES (LT) > .............. ............ »....... .,,,....«b.,......»_....»,_.««....«» ....... n...q................... -.«....._....«».«..«.w«.,.......«.,.,,..««...............».,,................. ,..... ........:...._«.,.,..,w................. ......,..,.....,...,...:,a.»,»«.. «,,.»... _»............ 340 zz 1 F i i i � x i i J f i�....««.«._..... «...»..«« ..:«.«..,««.. 0,»..R.IM =XI 34.33 RIM=334...3«...3_......»...« «..I ......«......«.......«...»....._... «......... ........... f 335 «««.i.. ««.......«....j7q73% HCL,a=329.38 I FL=328.18 118,:)I HGL,o=330.77 FL=328.18 4 i 24" DRAIN PIPE, S=0.0016 -FL=327.18 30" .. ««.,...... «........«..... .� ».».».._. M»�....m..«.»...�............. :.....«......_..._««_.«r �» � 330 « ; .. » } -329.00 - } } R, M . ? i I 3Q" DRAIN HOL,o=325.44FL=328.42 WIPE, S=0.012 } '• t` 30 MAIN'PIPE, 5=0.0120 ter~325 v C # € HGL,,,=323.58 o w!. , m € w 1 n 0 I � i. _ � PL=320.00 30") FL=320.00(OUTLET STRUCTURE � * .320 FL=320.80(30") 0 - 00 PROP. GUTTER FLOWLINE to n *,GRADES (RT) ....»..................... _...... «...«....,.............. ..«.....««...............,..........__..........,._..... i i «.«...,.«..« t0 _ .w ......««.«...«««........- t 3x40 ..file Name: 0 • Dern: ..Ctikd. Dsgn per" ate M ....................... _... «......_. ««_ _ «.«......._.«....-.....«� .n ...... _.... . « ,....... «.................................« « «__ ..«......_..« .......s i E E _. .y n......« .n.».« ...._.._.._,.......«................. «««.,...........,. I.. �.. .... --------...... «...».....«.......... 1NE=334.20 � i'' «. «�»....«...............$ cti I E HGL18=330.6, «..1... «.«... ««_.«._ ».«.......... ¢¢ ..... »««_»...«.-««»«n««.... $....« .......«.....«.....«.... _...............«...«....».,........ «__.........«_. _« «...« 1 RIM=334.33 F FL=32$.84(18") ..................... ««...«...«......«..4.«....«_.«« ..� .. .y ..o.««.«.....«..........«....«.,......«,p»,•«.•......«.«..«...««........«««. s � ..i..... ........«.«....._.»+«i»»«....«....»«»..«..»....n..««....o......,».««...................«.«».»..«e jJ` >.{ i MAJOR ROADS - PHA --,,E 1.1 - f Kern County, Cali€ornia € Us [ m Im LO r, •. LO Cb c BULLOCK "STREET f 3 340 335 330 `� 325 320 340 335 330 325 320 1 "=50'H0 50'- 75' 107' III ■ r. !t_, ■ NOW PENSINGER ROAD (SEE SHEET 17) TREMB.UAY AVENUE NOTE: ALL 'STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS. FLOWLINE STATIONING. °° PROP. GUTTER FLOWLI N E *GRADES (LT) > .............. ............ »....... .,,,....«b.,......»_....»,_.««....«» ....... n...q................... -.«....._....«».«..«.w«.,.......«.,.,,..««...............».,,................. ,..... ........:...._«.,.,..,w................. ......,..,.....,...,...:,a.»,»«.. «,,.»... _»............ 340 zz 1 F i i i � x i i J f i�....««.«._..... «...»..«« ..:«.«..,««.. 0,»..R.IM =XI 34.33 RIM=334...3«...3_......»...« «..I ......«......«.......«...»....._... «......... ........... f 335 «««.i.. ««.......«....j7q73% HCL,a=329.38 I FL=328.18 118,:)I HGL,o=330.77 FL=328.18 4 i 24" DRAIN PIPE, S=0.0016 -FL=327.18 30" .. ««.,...... «........«..... .� ».».».._. M»�....m..«.»...�............. :.....«......_..._««_.«r �» � 330 « ; .. » } -329.00 - } } R, M . ? i I 3Q" DRAIN HOL,o=325.44FL=328.42 WIPE, S=0.012 } '• t` 30 MAIN'PIPE, 5=0.0120 ter~325 v C # € HGL,,,=323.58 o w!. , m € w 1 n 0 I � i. _ � PL=320.00 30") FL=320.00(OUTLET STRUCTURE � * .320 FL=320.80(30") 0 - 00 PROP. GUTTER FLOWLINE to n *,GRADES (RT) ....»..................... _...... «...«....,.............. ..«.....««...............,..........__..........,._..... i i «.«...,.«..« ......�.....»«« .,«.......: ««»« ....«................r.. «w»_ _«___.._..» «»««« ... I m.,. - s _ .w ......««.«...«««........- t 3x40 ..file Name: • Dern: ..Ctikd. Dsgn per" ate S E _. .y CL ��- ' • rJ� 9� Exp.3-•31---08 I cti T� IF CALF (f/ ap D �j RIi�I=334.33 CT I LV CllentlProleet RIM=334.33 ' i ..................... ««...«...«......«..4.«....«_.«« ..� .. .y ..o.««.«.....«..........«....«.,......«,p»,•«.•......«.«..«...««........«««. s � ..i..... ........«.«....._.»+«i»»«....«....»«»..«..»....n..««....o......,».««...................«.«».»..«e jJ` >.{ i MAJOR ROADS - PHA --,,E 1.1 - Kern County, Cali€ornia s7 Us Im HCL,Q=330.79 i BULLOCK "STREET f 3 Pt.gjW No. Scale ' HGL,a=330.45; ; fllIwi: No. Sheet .......................«.... } «-««-».» «.n.....r.» :.,.....e....,•...,,...u.w«....... ' n«n.«r..«,w..•«nn...«..«r � .««.......«...n.. .« np.u«.w.,««.w.r««.«.w...«.h..«.....p,_.....«.»»..«....«n«_.««i.a.««..«' .... , «« '= -2.3 Of 37 330 U a i ' FL 028.51 � 1 I° L=328.27 _ 325 m € i Li;. do W � I { CD i � I I y t� Qo - in to bCN i til d:, y...00T10- 320 10 11 12 Stantec Consulting Inc. 2590 Venture Oaks Way Socramento, CA 95833-3288 Tel. 915.569:2500 Fox. 916.921.9274 www.stantec.Com Copy tht:Reserved The Contractorsholl- verify- and bee responsible- for all dimenstoris. 00. NOT scale the tlraw�mg. - any errors or -omissions shall be, reported- to- Stcntec ,�onsuiting Ince without•.delay. The Copyrights;to aW designs-,ond drawings ore: the •property. ;of Stcntec. t cinsiilting: ,l c::Reproductlo�i or use for' a. y purpose tither •than that odfter Zed by-Sjontec Consulting Inc. is forbidda . 611stfuc5cn° Notes _ Revision Ey Appd. Rote ..file Name: • Dern: ..Ctikd. Dsgn per" ate L E _. .y CL ��- ' • rJ� 9� Exp.3-•31---08 cti T� IF CALF (f/ ap D �j CT I LV CllentlProleet ' i t A' 1 Vrn.+17v (�lD1 LL k., s � STREET 1 STORM <D.RAIN PLANS M0ALL15T`ER RANCH ' MAJOR ROADS - PHA --,,E 1.1 - Kern County, Cali€ornia s7 Us Im �/�j STETSNVAY O 0 N BULLOCK "STREET TREMlBUAY<AVENU.E Pt.gjW No. Scale ' E 1.844 00800 A8:SH0WW1N. N i fllIwi: No. Sheet Revision - '= -2.3 Of 37 v U a i . Q 50' 75' 100' 1 �5'II 01 5' 7.5' 10' 11-0' RfW 55" 55' 45.. 45 STA. PROP. 'GUTTER .- GRADES (LT) 340 33.5 330 325 32-01. 9 MOP., GUTTER. ,FLOWLINE :GRADES (RT` 340 335 •• 3 • I 330 i 325 ) # ` 3:0:2 0 + 13- DRAIN PIPE S=0.:0016 ca W� v M tu a R 10 IN W) M M 78 1.91(18") 3; IM=336.78 S E 33:84 .:, � :. , • 1 -F =3,M,00.(1'8-') I 340 335 330 s 30" �La ' 340 3.35 330 325 320 0 50' 75' 100' 1 `=50 M . 0 5'. 7:5' 10' j ft t r. j 21 j r , j51 MCALLISTER "RANCH RC)AP (SEE SHEET 20) OQNEST+OGA WAY o r- r` Ln r7 F .«.. ----- ------------ --- � «_ ; 340 RI<=336.27 R#tt+1 =336.22 g 0.52% �� W.S. ELEV.=333.9 33$ HGL,0=332.5 HGI€,o =332.41 -- J no .... STAR.. «.. «...nr.«. _». » ,»« «.. n.. n.»:.«n.�...._.....» ».«« n STAR. HGL =32.9.94 « ». ~ FL=327.78 36") 330 FL=330:6 � FL=3,27.78(OUTLET STRUCTURE) FL -32$;1 I BOT. ELEV. .326.0(R8) bF AIN. PIPE, S= x00.1:6 _ ., 16 325 ........_...... CC c Z" o` � FL=329:.6.5 N, i. C.) si m w FL -327:97 YVdtE) i LO "41 d- I M 00 . I cb 00 6 c . » «.....«.......«n...... « ..._. Y .� .«« .«nom`..» ............. ...,....._............_t .... » ....... _«........................ 0 CN p RIM= 332.63 I'll t 3. o� l:ile,:Name. • . .: :..; to GL ,O= - 32$.15 ' HGLsa.»=328.14 milli hm C14�y q f L 3 26.61. • M � ci? RAIN PIPE, S ,. R ROAD 24" CRAIN .PIPE, S KIERLANDSTREET �. 13- DRAIN PIPE S=0.:0016 ca W� v M tu a R 10 IN W) M M 78 1.91(18") 3; IM=336.78 S E 33:84 .:, � :. , • 1 -F =3,M,00.(1'8-') I 340 335 330 s 30" �La ' 340 3.35 330 325 320 0 50' 75' 100' 1 `=50 M . 0 5'. 7:5' 10' j ft t r. j 21 j r , j51 MCALLISTER "RANCH RC)AP (SEE SHEET 20) OQNEST+OGA WAY o r- r` Ln r7 F .«.. ----- ------------ --- � «_ ; 340 RI<=336.27 R#tt+1 =336.22 g 0.52% �� W.S. ELEV.=333.9 33$ HGL,0=332.5 HGI€,o =332.41 -- J no .... STAR.. «.. «...nr.«. _». » ,»« «.. n.. n.»:.«n.�...._.....» ».«« n STAR. HGL =32.9.94 « ». ~ FL=327.78 36") 330 FL=330:6 � FL=3,27.78(OUTLET STRUCTURE) FL -32$;1 I BOT. ELEV. .326.0(R8) bF AIN. PIPE, S= x00.1:6 _ ., 16 325 ........_...... CC c Z" o` � FL=329:.6.5 N, i. C.) si m w FL -327:97 YVdtE) i LO "41 d- I M 00 . I cb 00 6 c . » «.....«.......«n...... « ..._. Y .� .«« .«nom`..» ............. ...,....._............_t .... » ....... _«........................ 0 CN RIM= 332.63 #M=332.30 3. o� l:ile,:Name. • . .: :..; to GL ,O= - 32$.15 ' HGLsa.»=328.14 19 r -T- J4U RIM= 36.27 r .58 .0..527 ) 3.35 HGL,0=332:5 O ' €n.. «.�....«._. . ......«.«.«.. » FL 330.72 ««� . _._...»».w...«»...«..... «.....» _ »_..«._... _� ««..« ..................«................. «,.................... ;,_..«.«...n ..... ...............,»_..... ,.......n. ............. _........ _....... 330 cc I »»..._.. _. ._...._...«« ....•_».M•,».............................�..........•.....«........«,_.. ».._.....«_.,»...•........._.»..«......._. . ».......... »....» 325 .... .y,. ..:.:. .nom. «.�.. ..�.. M a: m- w1 [ I I I It �00 . c L oi 00. i a 'CO + ! + ^}' } "I F ;..... ..........».. , �.».«._...,....«»w.,r•»».....wn....�...,»,..«...•.•.rn...,..«..rn..x....m�.w..r...n««.«.mn...w..n,.a.«,•,.�.rr_...e.«.,n•»»•«».>...•..r,,.•«w..�«...................n....««.«...«....4...n............«.«.......................,•.�,..,..,>.r...,..r...,.>.,.........n..•..•.rnnt 320 15- 1 17 18 0 '50' . 75' 1010' 1 "=50'H. 0 5 7.5 i0 e 90' 'R/W FL 24" ERICKSQN DRIVE (SEE SHEET 22) TORTUGAS AVENUE Cw M NOTE: -ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE. NOTED AS- FLOWLINE STATIONING. 10- N . PROP. GUTTER "•FLOWLINE M . GRADES (LT) co RIM= 332.63 #M=332.30 3. o� l:ile,:Name. • . .: :..; � GL ,O= - 32$.15 ' HGLsa.»=328.14 326.22(24) hm C14�y q f L 3 26.61. • M � ci? RAIN PIPE, S . 0.0016 � 24" CRAIN .PIPE, S PL= 326.53(2 ") �. FL=326.03:3.00 co _»..«........ «...... _ ts�' 60 n...., f « ......«......... f ....... ««»«n«._. ...... .._.«.... .. 11 340 335 330 325 0.0016 320 11 PROP. GUTTER FLO'LI.NE GRADES (RT) 340 335 330 325 t` 320 S#antec• Consulting, Inc., 2590 Venture Oaks :Way. Sacramento,. CA 9.5833==3288" Te#; '91:6:569:250.0 4 GV , Fax:-alt921X9274 wo-sta>itec com Copyr#t R The Contractor shad,.verfy cnd: e-:,respor.►si6l'e for. 'vll .dirna nsionsr Do ' NoT'cate ihe.,drawing. any:>:ettors °or .omiss'io►is °shad%be` ;riposted'=to Stenf4c Consuiting'1na: without Aelay , The lapyragh#s:";tis ollzdesigns,'and_drewrngs are the .property. af. Stontee::Eonsuiti6g•Jnc: Reproductibd-or< use :far at%�, purpo'se Tither titbn that authorited l y::Stontec Gonsplting Inc.. is forbidden; Cunsfru�i�;N�tes . A RBYISiOiI '$Y- PP"d: Date l:ile,:Name. • . .: :..; � ' w'• hm C14�y q .4 • M � ci? 11 PROP. GUTTER FLO'LI.NE GRADES (RT) 340 335 330 325 t` 320 S#antec• Consulting, Inc., 2590 Venture Oaks :Way. Sacramento,. CA 9.5833==3288" Te#; '91:6:569:250.0 4 GV , Fax:-alt921X9274 wo-sta>itec com Copyr#t R The Contractor shad,.verfy cnd: e-:,respor.►si6l'e for. 'vll .dirna nsionsr Do ' NoT'cate ihe.,drawing. any:>:ettors °or .omiss'io►is °shad%be` ;riposted'=to Stenf4c Consuiting'1na: without Aelay , The lapyragh#s:";tis ollzdesigns,'and_drewrngs are the .property. af. Stontee::Eonsuiti6g•Jnc: Reproductibd-or< use :far at%�, purpo'se Tither titbn that authorited l y::Stontec Gonsplting Inc.. is forbidden; Cunsfru�i�;N�tes . A RBYISiOiI '$Y- PP"d: Date l:ile,:Name. • . .: :..; � Dwn. Chkd. Dsgn. t)ofe Up -3 al 8 1 C1kt/Proj v .STREET"J=STORNI--DRA1N`:PI:ANS. � IrASTE :RAc , �o IIIA > `R ROADS Ke m-- Cbunty, Caiifomia . �z Tige 1: R :AN ETRE" T CONE'S A W- A :- " TORTOGA$::-A EN, I F Ie co \ ) �/. 1844-:00800.,. - i I 1 U -50•H0 50' 75' 10.01 ReVisl.0R BY Appd:. Date i 5 Rle Nome: i � ;_ to { S$2' 19'26°'�V . � , • , CB00 �S P• 64 t P f qec. ILO 1 if fI I l� NtcAL .1STF-,R RANCH R AC (SEE SHEET 20) 5993' CB LEAD (AT STA. 15+50) Exp.3-31-08 KIN 335 HG to=332:81 330 FL=29.61(18") 325 - ......_.__.. _......._ 320 10 RIM=335.7 e RI4=335.56 1 f 13 f 0 f i"50,H0 IILm50' 75' 100' �- ��-1 f 0 5' 7.5'' 10' i ' 4 1� y\ C # t L;! Z S57'22'O8"WSZP 2�'r6 t -r € f MCALLISTER RA1VCH ROAD (SEE SHEET 21) CB LEAD- (AT STA: 23+65) 33 3.31 321 321. 10 11 .> `°• Stanft'Constilting-Inc: 2590 Venture . Oaks Woy ' Socrementa, CA 95833-3288 Tei. 916:569:2500 ' Fax: 916421,9.274 wwwxtantec.co Copyright'Resmed The Contractor shall- .verify and - be -responsible- for- all dimensions, DO NOT smile.tf4...drow`ing _ any errors., or omissions shall be reported .to Star�tec. Consutt,ng trrc: wlthosrt delay. The Copyrights Wall designs and drawings' ore.'the property' of. Stontec Cons6lVhg -Inc-. Eteproductson or ose .for 'any purpose .other than that aut6i'ssze4 by "Stontec Consultii% Inc. is forbidden. , COnStnlctian Notes NOTE: ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONfNG. ReVisl.0R BY Appd:. Date 5 Rle Nome: ;_ to Dwn. Chkd: Osgn. Date 64 ILO 5993' Exp.3-31-08 � -P 7"04 ClienWrP est 41) " `7At I P itl.f 1 ES STREET / STQRM- DRRAIN PLANS MCALLISTER RANCH Cp MAJOR ROADS - PHASE 1.1. Keret Cpunty, Califamia .�! Tile �q 6 3 Cyon im i MCALLISTER :O .ROAD PLAN AND. PRQFIL } • CB LEADS:. a OQ o rww.ir•w .r r t .. t mjW No. Scale t ,tea. Co . 1844 0MOO S, SHORN --� DravAng Ilo; Sheet Revision 25 0-37T CaN 7 t a EXISTI G STRIPING TO'RE OAIN'— Stantec•Constjftinglm 259.0 Venture Oaks Way Sacramentoi CA 95833 '3288 Tel. 916;569.2500 Fox. 91'6.921.9274 www.stantee.com Copytht-Rmrved The Contractor shah verify. and be -responsible for all dirriensjohs. DO. 'NOT scale the. drawing - ony-errors or omissions shell be reported to. Stonter, donsult1bg Inc. without.delay; The copyrights to all � designs, and drawings are the 'property of staritec-,.c6hsulting Riproductiom. or use for on. y purpose other than that authorized by Siontec Cbmultibg, Inc, `is forbidden. O PLACE R7-9 "NO PARKING BIKE LANE" SIGN- PER C.B.D.S. NO. T-19 SPACED A! 200' O.C. STRIPING NOTES: - 1. TRAFFIC LINE THERMOPLASTIC FURNISHED FOR THIS JOB SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS DEVELOPED BY THE DEPARTMENT OF TRANSPORTATION OF THE STATE OF CALIFORNIA. 2. THERMOPLASTIC SHALL BE HANDLED, MIXED AND PLACED IN ACCORDANCE WITH THE SPECIFICATIONS ESTABLISHED BY THE DEF OF TRANSPORTATION OF THE STATE OF CALIFORNIA. , 3. ALL RAISED PAVEMENT MARKERS -AND. TRAFFIC SIGNS SHALL BE FURNISHED AND, INSTALLED BY THE DEPARTMENT OF TRANSPORTATION OF THE STATE OF CALIFORNIA. 4. ALL TRAFFIC STRIPES, ARROWS, BIKE LANE STRIPING AND PAVEMENT MARKINGS SHALL BE CONSTRUCTED ED WITH THERMOPLASTIC MATERIAL TO- THE SPECIFICATIONS, SET FORTH IN SECTION 84 OF THE STATE, OF. CALIFORNIADEPARTMENT OF TRANSPORTATION. (CALTRANS) STANDARD SPECIFICATIONS (LATEST EDITION). 5. EXISTING TRAFFIC STRIPING SHALL BE REMOVED. $Y" SAND -- BLASTING.. THESE EXISTING LINES SHALL BE ENTIRELY OBLITERATED 6. ALL RAISED PAVEMENT MARKERS AND TRAFFIC SIGNS, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR At HIS EXPENSE. ALL PAINTING SHALL ALSO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 7. IN ALL AREAS WHERE PAINT IS 110 BE USED FOR STRIPING. TWO (2) COATS SHALL BE APPLIED AS PART OF THIS CONTRACT. 8. THE CONTRACTOR 'SHALL BE RESPONSIBLE FOR 'PROVIDING, AND MAINTAINING ALL CONSTRUCTION SIGNING AS REQUIRED BY THE SPECIFICATIONS TO DELINEATE CONSTRUCTION HAZARDS, AT HIS EXPENSE.' .9. PLACE ALL "SUPER. DUCKS" AND K-4* MARKERS ON TOP OF ISLAND CURBS.' 10. ALL REGULATORY- AND WARNING SIGNS PLACED ON INDIVIDUAL POSTS SHALL BE MOUNTED ON UNISTRUT TELESPAR POSTS. 11. SIGN NUMBERS ARE F%ERAL. CODES UNLESS OTHERWISE INDICATED BY INDICATES'.CALIFORNIA CODES. Revision By Appd. Date File Rome; E CL Own. Chkd. Dsgn. Od(e 04 < :xp.3-31 -08 n, OF cholp -j Z U_ 'Mnt/Priojed Ap SUNGA!L 4Ec13T�C- %4AUj2,( a. STRIPING -,PLANS MCALLISTER.<RANCH - -MAJOR,,, ROADS- - PHASE 1 A Xem-,County,C.Alifbmia- I T? V) STRIPING PLAN: .-PANAMA LANE ,STA, 10+0'0T-0-S-TA...30+00' Nect-k Scale v IM42 00800 AS.1 SHOWN M ,DM0ng:No. sheet Revisidn C-401 26- -0,27 OD Ul) > .0 50' 7W 100' 1 0 N 111111110, n S o V)ui C14 0 3t < C-4 Uj + + C5. Go 80 cr La0 i 2 1= 0c>+ Uj 0 0 6 V� M P- V) C4 V) Wv + .w ,c con 0 cc CL a Z 17 < M'< Lai 0- a_DETAIL 4771 t 39 V) — — — — -- — — — — — — Mu 1 C14 iiiriwiww Uj C14 4_* s w W V) ------------- -------------------------------- ----- ---------------- -------------------------------------- --------------------------------- co re) C> c) C) ------------ ---- 00 'I I < ci %-L ---------- --- --­------------------------ 0 --- ----- --------22 ---- - --------------------- -H -------------------------- ---------------- ------------------- C) M x L0 DETAIL-------- C-4 co Z C14 -Wo ZU.1, Z IM, LLJO m x _j US LLJ PANAMA LANE Stantec•Constjftinglm 259.0 Venture Oaks Way Sacramentoi CA 95833 '3288 Tel. 916;569.2500 Fox. 91'6.921.9274 www.stantee.com Copytht-Rmrved The Contractor shah verify. and be -responsible for all dirriensjohs. DO. 'NOT scale the. drawing - ony-errors or omissions shell be reported to. Stonter, donsult1bg Inc. without.delay; The copyrights to all � designs, and drawings are the 'property of staritec-,.c6hsulting Riproductiom. or use for on. y purpose other than that authorized by Siontec Cbmultibg, Inc, `is forbidden. O PLACE R7-9 "NO PARKING BIKE LANE" SIGN- PER C.B.D.S. NO. T-19 SPACED A! 200' O.C. STRIPING NOTES: - 1. TRAFFIC LINE THERMOPLASTIC FURNISHED FOR THIS JOB SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS DEVELOPED BY THE DEPARTMENT OF TRANSPORTATION OF THE STATE OF CALIFORNIA. 2. THERMOPLASTIC SHALL BE HANDLED, MIXED AND PLACED IN ACCORDANCE WITH THE SPECIFICATIONS ESTABLISHED BY THE DEF OF TRANSPORTATION OF THE STATE OF CALIFORNIA. , 3. ALL RAISED PAVEMENT MARKERS -AND. TRAFFIC SIGNS SHALL BE FURNISHED AND, INSTALLED BY THE DEPARTMENT OF TRANSPORTATION OF THE STATE OF CALIFORNIA. 4. ALL TRAFFIC STRIPES, ARROWS, BIKE LANE STRIPING AND PAVEMENT MARKINGS SHALL BE CONSTRUCTED ED WITH THERMOPLASTIC MATERIAL TO- THE SPECIFICATIONS, SET FORTH IN SECTION 84 OF THE STATE, OF. CALIFORNIADEPARTMENT OF TRANSPORTATION. (CALTRANS) STANDARD SPECIFICATIONS (LATEST EDITION). 5. EXISTING TRAFFIC STRIPING SHALL BE REMOVED. $Y" SAND -- BLASTING.. THESE EXISTING LINES SHALL BE ENTIRELY OBLITERATED 6. ALL RAISED PAVEMENT MARKERS AND TRAFFIC SIGNS, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR At HIS EXPENSE. ALL PAINTING SHALL ALSO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 7. IN ALL AREAS WHERE PAINT IS 110 BE USED FOR STRIPING. TWO (2) COATS SHALL BE APPLIED AS PART OF THIS CONTRACT. 8. THE CONTRACTOR 'SHALL BE RESPONSIBLE FOR 'PROVIDING, AND MAINTAINING ALL CONSTRUCTION SIGNING AS REQUIRED BY THE SPECIFICATIONS TO DELINEATE CONSTRUCTION HAZARDS, AT HIS EXPENSE.' .9. PLACE ALL "SUPER. DUCKS" AND K-4* MARKERS ON TOP OF ISLAND CURBS.' 10. ALL REGULATORY- AND WARNING SIGNS PLACED ON INDIVIDUAL POSTS SHALL BE MOUNTED ON UNISTRUT TELESPAR POSTS. 11. SIGN NUMBERS ARE F%ERAL. CODES UNLESS OTHERWISE INDICATED BY INDICATES'.CALIFORNIA CODES. Revision By Appd. Date File Rome; E CL Own. Chkd. Dsgn. Od(e 04 < :xp.3-31 -08 n, OF cholp 'Mnt/Priojed Ap SUNGA!L 4Ec13T�C- %4AUj2,( 0. STRIPING -,PLANS MCALLISTER.<RANCH - -MAJOR,,, ROADS- - PHASE 1 A Xem-,County,C.Alifbmia- I T? n STRIPING PLAN: .-PANAMA LANE ,STA, 10+0'0T-0-S-TA...30+00' Nect-k Scale v IM42 00800 AS.1 SHOWN ,DM0ng:No. sheet Revisidn C-401 26- -0,27 OD Ul) > 9 A � : PANAM . NE .1 I` LAA 0 so, 75` 100 Stantec:Consulting Inc, 259,Q Venture Oaks Way Sacramento; i CA 95833—,3288 Tell. ,.916:569:2500 , Fox.. 916..q21,.:;9274 www '-st ntec- om, a, C ibe`contra tot shall . 'rneniions: 00 fy. and: b6r responsible for, qJU,di OMISS7 NOT �:icq)6.lhe'd fissions- sholl"6e,;ripoded to. rowing on) ­'iet6,.r�: wld, ii.a*Ihgs .are. the .,property, of. -tiant4c Cc6hs�iiti6i? lnc - Re0r,6ddcf!oh -'-6r: use. for any p� rpose other than that .ai ,thoriz,6d.,.bY'-Stbnti.c do'nou"Itling-16c, is, forbidden, PLACE R7-9 "NO PARKING 'BIKE LANE SIGN. PEI - C.S.U.S'. NO. T-19 SPAC ED AT 200' O.C. By Aped. Date .9 0 File E Dwni Chkd. baqh. Date C4 VIOCo L 1Z 493: 3: E 5 A L clwiwd� L"MIPPLANS. e7 MAJOR" R6Abs �PHASE tl Kem, coonty,,calitmi [a* ,STR1P1NG,-­,PLAN'y PANAMAILANE C, STT',A.r­,,30 TT,0-`,.STTA.- 54+40'' Qo AN N. 93 Drp4ng,Nb., Sh t< R&sioh bf,`337 F 50' 751 1--56A MA, X; LAJ LU 04 < STETSON WAY M < - zz Q n i {MAJOR ROADS — PHASE 1.4) Er LU to CO CO 110' R/W a - J > 6 > < cr n < cc C.40 - V) C5 cr- V,) ui 0) V) Z 50, co v) Z c6 CN V) 38' + CF) Ln + fn Q < ui UJ %.;.- Ln. a- C14 0 z 1 Ex C-14 '(0 Lu < CL a_ < Fn 04 A a LU Q < ca 7, ...DETAIL 39 v — — --- — — — ._— — — — — — — - - — — — — — — — — --- — — — — — — — /_ V uJ A ------------------ * --------------------------- ----------------------------- ----------------------------- ------------------ -------- I --------------------------------- --------- O ---------- : ------------------- "q* - Id. 14, rl�> ui C) + ----------------- ......... ............ 0 . . . ........... i <. ............. -------------- ....... ................... ------------ --- ----------1—.._......r..........._ ..,------------------------- - -------------- -------------- ---------------------- C14 C14 DETAIL 22 C14 uJ. co=J Z a 04 + W. .k— C4 + _J oo z 0) < Z < t5lm < U__Jz < z t I PANAMA LANE .1 $tantec Consulting -Inc., 2-590, Venture" Oaks Way. -S60rament--o4, •C.A 95833�"3288 Tel. 916;. Fox - '91.6.92-1,9274 wwwstontec.com Cop Tbe ControoW shelf verify and ,bt - responsible: for all dimensions. 00 NOT; spqlp:ih#-- diaviing-. —,'any, ermpr o ra".-- miseJ6 nV'sholl be ;reported to. Stantec .Consulting W6;r *tho"Ut., deildy.' i* The Copyelghts lo .all -designs; ;and- drawings64 the : property, of Stortteic �'Cons6ltin4'. lhc kiprodQ6tio6',,0'r'_-, U-Se"'f Or" Q'piy.", purpose: other.: than • that. :authorized bj+-•Sfdntec Consult'ii���litc.is.fq�tiidderi; .. PLACE R7-9 -NO PARKING BIKE LANE" SIGN'. -KIR C.B.D.S. NO. T-19.SPACED ,AT .200' O.C. 'Revision Dwh. 'Chkd. Dsqn. Mote FS.01 to L Q' 91 Exp. 0 CL CllenW, r*ct UNe lE VAUZ-f LAs&>, U t STRIPING E WALLISTER -RANCH,'. > MAJOR MADS !PHASS 11 z Kem,,Countyi Cali.fdmia rz Title M STRIPING -,PLAN. PANAMA: IRANo y.. -T "T S -'A, 54+0(0`? -T0 -,,'S,_7 :7 00-, Project 4m Scab .. 4844 W800,.AS aHC�W Shed p9 No. Revisibn' C4 .2 of -V u 00 04 W �4 PANAMALANE 616 1 — OC) TRAC_,-T 559,00 PHASE A PMA E MA LAN LLJ V) 0 Stantee Consulting Inc 2590 , Venture Oaks Way S-ackamento,_CA 95833-3288 Tel. 91-6.569-2500 Fox. 91-6.92.1.9274 www.stantee.com CopyNht Reserved The Contractor .shall, verify and be- responsible for all dimensions. 00 AOT scale the drawing — -any 'errors ot-lomissictit shall be reported to, Stontec, 6onsulting. Inc. withdut Aeloy. The Copyrights to bil designs eigns and drawings are the property of Stontec Consulting Inc. Reproduction or use- for any purpose other than that authorized' bY,S-tontec Consulting Inc. is forbidden. Constmdjon" Notes O PLACE R7-9 "NO PARKING BIKE LANE" SIGN PER C.B.D.S6 NO. T-1-9 SPACEb -AT Zoo' O.C. Revision By Aped. Date CL Own. Chkd. Dagn. Dot4i q�gV ES '70 O <SN4 't 2 99;3 EXP.3-31 -8 5mnOPW VNJ1!F,--(UUAPA I t .2 STRIPINGPLANS MCALLISTERRANCH MAJOR ROADS CHASE ,SE 1- 1 >;z Kem County, Califomia 0 �z 'Title srn � 0 STRIPING PLAN, PANAMA LANE STA, 78+00 TOSTA. 1.03+00 � O � � ����� ......... Pm*tNo. Scale IW'00800 AS SHOWN Draviq No. Sheet Revision C404 29 of 37 Co - - - - - - - - - - "W? IN MMM %V_ EMft"'a m Ama Vff ------------ ------------- DETAIL 29 C14 z < Cz z LLJO Lit => X Uj PMA E MA LAN LLJ V) 0 Stantee Consulting Inc 2590 , Venture Oaks Way S-ackamento,_CA 95833-3288 Tel. 91-6.569-2500 Fox. 91-6.92.1.9274 www.stantee.com CopyNht Reserved The Contractor .shall, verify and be- responsible for all dimensions. 00 AOT scale the drawing — -any 'errors ot-lomissictit shall be reported to, Stontec, 6onsulting. Inc. withdut Aeloy. The Copyrights to bil designs eigns and drawings are the property of Stontec Consulting Inc. Reproduction or use- for any purpose other than that authorized' bY,S-tontec Consulting Inc. is forbidden. Constmdjon" Notes O PLACE R7-9 "NO PARKING BIKE LANE" SIGN PER C.B.D.S6 NO. T-1-9 SPACEb -AT Zoo' O.C. Revision By Aped. Date CL Own. Chkd. Dagn. Dot4i q�gV ES '70 O <SN4 't 2 99;3 EXP.3-31 -8 5mnOPW VNJ1!F,--(UUAPA I t .2 STRIPINGPLANS MCALLISTERRANCH MAJOR ROADS CHASE ,SE 1- 1 >;z Kem County, Califomia 0 �z 'Title srn � 0 STRIPING PLAN, PANAMA LANE STA, 78+00 TOSTA. 1.03+00 � O � � ����� ......... Pm*tNo. Scale IW'00800 AS SHOWN Draviq No. Sheet Revision C404 29 of 37 Co 0 75' 100, TRArr PHASE 8 Stantec, Consulting Inc. -.259.0 Venture Oaks 'Way 5-warrfento., CA- 95833 -3286 - Tel'. 946.56%2500, fax. *0*16421.6274 Mwwistantecxorn The .'Contractor."sholl-virify and, be for, &iiensions.: DO'-,-' -rep6rted �O. Y_ The Aeiigns d drowin,§s -are "the property 0 StanfecGo ssul#ing';iric.. R6pr"o',+�douif�fiion':"or:'v�-'s'e,- fibr apiy. purpose 6ther than tbof outmriied, by.-Stantec don'06MY(g. 1n6j+,Js fofVidde6. C6n*u*nNotes 'PLACE R7-9 "NO PARKING BALE LAW SIGN -.P+ER'- -C.B.D.S. NO. T-1.9 -SPACEb AT 200' O.C. Revision ly Sipa: Date v Own. -Chkd!, 09gij.Pote 10! ESS.1-9*4y' 0 o L Chen. 4V 4) SUN 15��l CL STRINNG ' PIANS. E E NCH. McALLISTW RA., � 41 MAJ0R.,­RQADS: -* PHASE IA On kemi=Counly,.Cafifbmla -7 SIN TRIP G PLAOI 'PA NAMKIANE -.l 2 *00 TA.1,03+00,S5-,,T.A-' TCS: S S 0 _4" aog,Noi, n, 3� C4cif ca- a Z�*t P HAMA LANE ,,, �- 5D.° so' 75' ao• (SEE SHEET 29 } z 1 — w ZZ PEN 1NGER Z5 0 3.0' ' 48' 4 �. Co ¢ (SEE sHeE7 34) AD cc w' o a co 00Ln 0- 0 a €4 + I .,rl-�`.€g�. �: a+ to W vi a an PO w ++ U-1 `. ZAL) Cr co j i l t # Ci "" d --J M•- Q N :� V1 .-- G1 .. J tp N a # �az' Coca N � w o J E t W C1- 0:C! cr 0 � a € co d ¢ <t a z �— w ¢ i i ca -ri cn Q cis w a' wu�"i IDETAIL 9 �— DETAIL 38 — — — ..... ._ .. ._ — — — — .._ } # .,.__ "C11 ---- ~--� 12" WHITE LINEM in 4-7+ (CROSSWALK) IGN TYP.Sa i II # ; g i R4--7 'SIGN _ 1 --+ I l a w z2: PO C14 0 co CX —.-•, oo DETAIL 38 r. � �� � # DETAIL 9 \ / F . 00 � c3 � � � x 0 t a o c ca: .-. oa06? co . (� Q. t 3 4 Q LI� C7 ha ¢ # f3 ? tCi w (�-• 4J tJ , C3 p ( t3 w w v + to `: -. to w 25 ' 25 w �' Cr) cG°•a r� saw a to Ao45 5 w t t ccs:..N o; cii rn 'r Q .. i € a U')' �' .- v o: ci � 35 35 1- , 9 + a o o w (n ii as Ln C14 55. 55, + m * + + < 10 R Wc+TORTUGAS i + �. 83' AVENUE �<_ 0 8 ° PENSINGER ROAD ^ Y 7d' cin (SEE SHEET 34) �¢ 100' R jW cn to PANAMA LANE �(sEE SHEET 29 ) E=RICKS0N DRIVE y . i Revision 8� . Appd. Date file Nares: , ;, .,� CN Dwn. Lhkd. Dsgn. DateION �' z• y 3 9 Exp.3-31--08 o Of CMN� CLI ro CiientlPro ect 81_tw1ERR1��.!"*Y11 In-ANIE6 s VAuj6I,6jD0LLCICL Q STRIPING PLANS. MCALLISTER RANCH MAJOR ROADS - PHASE I A Kern County, California Tie - STRIPING PLAN,.PANA[ A LANE STA. A. - 126+00 TO STA.- A. 180- A ER CKSON DRIVE 0 d `Projekt No:. Scale. %- ° 1844 00800 AS SHOWN z I.I Drawing No. Sheet Revision 00N C-406 31 of- 37 0 >. WA LANE r. Stantec Consulting -Inc. 2590. Venture. Oaks Way, Sacramento, CA 95833=3288 Tel: 916:569.2500 F6x, 9:16.921;9274 www:stantec:com CopAhtARsserved The "Coniruotor shall- verify an4 Abe jesponsible ford dimensions.. DQ NOT scale_ the.;itr.'60ng: any,;errors or. zarriissions:'shall he reported to. Stantec .Gbnstilting Ind: without-_ deldy,. The (opyrSgti#s ;to :gll .designs" Qed :drawings.:are th " propeity Of' Starttec. insulting. lnc, Reprodtrdion, ;or us''t • €ar ony. purpose other "than #bat :auth.oriied -.tiy,=,Stontec :Consaltirig. ine. is n. . " C{ET*rti n'N00$ I ' ( PLACE R7--9 "N0. PARKING BIKE LANE" SIGN PER C.&D.S. NG.. T-1.9 SPACED' AT 200' O.C. 'r Ft6ViSTOFt BY, Aped. Date Fie. "Nam@: ...�.:..: ',.:w.r......r....� CX `"v Dwn: Ct kac .Dsgn. Dote - 4�tj��.SSlp�l SOUTH ALLEN ROAD r7 00 zu, 0 w . a ',..x.66 dam. a� o. C : M M A°.lr 111 • ' -SUN w 1' 1 z a 1 1 ��. # 1- 1'' vi Kem•County; Cafifbmia. 0- til; r• CL STR PlNGP-LAN 1--. . PANAMA. LANE - - - --- - - - - - - - - - - - - - t - - - - - - - - - - - - - - - a - - - - - --- ,uj s - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -10 91"W0g,Noi KINYt"., Re1i1S1011 00 -407:: 32 ;�bf 37,. 0: - CV ar .........i.. �. r ..+r...M.. r: r ..rwww...w• .,. r w...r...r .hs.....�...� .. .....w�...- r .�.�.....�. � a...n.r..� ...i..r.� �...w..��w..... «..eri.�w..:« w.wM...r :...: ( r. ..... ,�..r■.... W- .. ww w w .. o. r.: «► .. wwMww... w. r �...:Iwrw.l�. �, r „ wo...r,,...�w.. .rwrrr�. .....wr..........wrr.��.i....• �. ,,...,..s w .,...... �. r ,.rrr...r r .rwww�...r ...�....... w ...y............�:..�•....' �.�.+... ,.... 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Oaks Way, Sacramento, CA 95833=3288 Tel: 916:569.2500 F6x, 9:16.921;9274 www:stantec:com CopAhtARsserved The "Coniruotor shall- verify an4 Abe jesponsible ford dimensions.. DQ NOT scale_ the.;itr.'60ng: any,;errors or. zarriissions:'shall he reported to. Stantec .Gbnstilting Ind: without-_ deldy,. The (opyrSgti#s ;to :gll .designs" Qed :drawings.:are th " propeity Of' Starttec. insulting. lnc, Reprodtrdion, ;or us''t • €ar ony. purpose other "than #bat :auth.oriied -.tiy,=,Stontec :Consaltirig. ine. is n. . " C{ET*rti n'N00$ I ' ( PLACE R7--9 "N0. PARKING BIKE LANE" SIGN PER C.&D.S. NG.. T-1.9 SPACED' AT 200' O.C. 'r Ft6ViSTOFt BY, Aped. Date Fie. "Nam@: ...�.:..: ',.:w.r......r....� CX `"v Dwn: Ct kac .Dsgn. Dote - 4�tj��.SSlp�l SOUTH ALLEN ROAD 00 Exp. 3—�"1--0:8 0 a ',..x.66 dam. a� t M M A°.lr 111 • ' -SUN y� STRIPING -PLANS;, MGALISTER-RANI Q J 9 E�E 1 Kem•County; Cafifbmia. Q til; r• 'I ww STR PlNGP-LAN 1--. . PANAMA. LANE ' w O' v1 a STAY4.39..+.0-0 TO;'ST­Ai j67t5y r �— a ,uj s 00 ,, o 1 o o 0 U 91"W0g,Noi KINYt"., Re1i1S1011 00 -407:: 32 ;�bf 37,. 0: Cq > ` W- k7 q���g5 W.11M1�M4F'+�M �M.riY�i�i.lw �' A►-�f1Y11`• Y wlw :+�/i1�Mi1Y fir. Y�.f! lIM��WMLM► M ' " '� . WA LANE r. Stantec Consulting -Inc. 2590. Venture. Oaks Way, Sacramento, CA 95833=3288 Tel: 916:569.2500 F6x, 9:16.921;9274 www:stantec:com CopAhtARsserved The "Coniruotor shall- verify an4 Abe jesponsible ford dimensions.. DQ NOT scale_ the.;itr.'60ng: any,;errors or. zarriissions:'shall he reported to. Stantec .Gbnstilting Ind: without-_ deldy,. The (opyrSgti#s ;to :gll .designs" Qed :drawings.:are th " propeity Of' Starttec. insulting. lnc, Reprodtrdion, ;or us''t • €ar ony. purpose other "than #bat :auth.oriied -.tiy,=,Stontec :Consaltirig. ine. is n. . " C{ET*rti n'N00$ I ' ( PLACE R7--9 "N0. PARKING BIKE LANE" SIGN PER C.&D.S. NG.. T-1.9 SPACED' AT 200' O.C. 'r Ft6ViSTOFt BY, Aped. Date Fie. "Nam@: ...�.:..: ',.:w.r......r....� CX `"v Dwn: Ct kac .Dsgn. Dote - 4�tj��.SSlp�l to 00 Exp. 3—�"1--0:8 0 a ',..x.66 a� r CiienOroe M M A°.lr 111 • ' -SUN y� STRIPING -PLANS;, MGALISTER-RANI t Kem•County; Cafifbmia. E 'title 01 o STR PlNGP-LAN . PANAMA. LANE a STAY4.39..+.0-0 TO;'ST­Ai j67t5y a 00 scval /' Im 00800 U 91"W0g,Noi KINYt"., Re1i1S1011 00 -407:: 32 ;�bf 37,. 0: Cq > ` w Ca Lz L_ — LLJ < < zz C� z 0 0 .0 STETSON WAY Uj z W 2, �1*1 ffi, z w _j z Z -W_j I X < uj < 70* m 81 -� -(:� Cq a- P/L Cz .0-0- 9. P/L CL — 0 0- + C14 C14 w < + : 'is Im Cr. w,Q: z C) 35'-- _ 35' 00 n -:2 U.J 114* CO --OF— — . I m 0 5W 75' 16o, => C14 z + -C I + m UJ V) z .5 < n +oo+ —50' ai 2.5*- 25 => C-0 Z (Z) I -W a W,111: 1111 s. q Cr- z w (3 N. a <0 Ci 0) Q C14 _C� C C14 -4-. 11=1 w +0 + F- C-4 + C14 CL .8. 1. ILO 00 C-4 + 0 n U5 . 0 A 00 + 14. 0 I C) < UJ M:z Wj 0 0 1 z 0 0 c) C14. 00 0 a, < X lot 4j > CYZ _j F_ 0 z CL < ca _J 0 < J 0 w UJo �r_ CL < cin 0 �3 z 106 < 0 d 11 jo2 o Revision Z3 J Dwn, 'Chkd, Ix U, C) 'CJ to r, w�e cetwit 0. *#_ t6 -66 _01 c6N I PENSINGER ROAD I. CA CURVE- bATA, CURVE I LENGTH I -RA010S I'lANGIEW I DELTA C1314'1.59' 0, -001 1 !2000iO '1 2000. 90'0_0_'00" 0 '501 75' lo(1' . I M W 0, 111"m '1111111 cl) M Q: vt z > UJ S. ` Or, M AVE cr TREmSUAY, Uj m a. m /W 0) -4 Q)t w Q 70' R Ln + (zi / 0 UJ 6 C) I 7' 2 35' — - — C4 -0 C- - Z C%J 0 < ..; ....... 0 + + + t; 14 2 TYPE ,Q(CA) �p Sn- R6-1 R SIGN MARKER 12 C114 2 W. TYPE Q(CA) MARKER -4 DETAIL 38 W, R5_1 SIGN 6 SfGh R SIGN R5 1 J N 7 LLJ J;_ U;; 5 w Z< p +Lr C3. CL + 00 41 00 M K) 00 < 0 0 q- 35 co co 3- 0 + + + + 0 R�E T MBUAY AVE_ V). PENSINGER ROAD Stantee Consulting Inc. 2+590 Venture: Oaks -Woy SacrdrVento;'CA 95833�13288:­ U Ui- �9461,569'2-500.' Fox.. 916,`9 2192,74 www..'Stontmcom .tWythf,Reserved The C-obtroctQr--shh11`--vedfy atid;,�be+.+,r.esponsibl6,fbr-::iolI dimen0ltw o. 00".: ,toT''6caflw;J " he-dra , wing any; errprs,'ar om�sss`ans:'shcli be reported tia, without. May. The 'Copydights to, -611 deiigns and dtdwinqs-,dre­1hc prcipepty; _ �of, $tantd6Ifto; - Reproduction- use-for;cny,puroo4.4 her--*ab fhat`buthoeiii8 Consu1r1dg,Jnq4,,i8 forbidden-. Constwcfion"Notes PLACE R26(CA) "NO PARKING ANY TIME' SIGN -PER- C.B.D.S. NO. T-19 SPACED AT 200' O,C, PLACE DELINEATORS, AT 25' MAX. SPACING. (USE -RIGID BASE, -.SURFACE MOUNT TYPE F REFLECTORS). Revision J Dwn, 'Chkd, Dsgn.. Dote E w�e 0. -08. 00 0 `C UP lieb 4q, od 4�i��AAVAUZ'-( LAtID Wt, 2 STRIPINGAAN$� ,MCALLIS-TERIM—NCH 'WA J0k,R0A'DS:­ PHASE 1.1. C-4 We STRIP ING,"P R,5_1 SIGN 2 z114* -Prqed-No-' -0 008,00 H W Revision, C14 7. C-48 33 4,3' cV U-) .0 C14 V- rl--� � -7- L X 0:7 ntg I nt A 44- + 04 C04 R6-1 R SIGN C) C14 2 '4-2 LO fo TYPE Q(, MARKER CD C�4 Z4 N CIA p - - - - - - - - - - - - a z 7LLJ z 0 z UQJ 00 to I LLJ V) LAJ 06 co 0 < T rri 38' 50- W- 0 CO 0_� LU a_ 494 A V) 0 r + X� => m 0 0� re) 110 _j �6 Ld 25' 25' + 61' 4 fi 4 04 I_ 0 0- 0 + .t 35' 3 5' Ui v- 110., R/W + ftt + 0 in mz a. w (6 -W 70 R/ + BULLOCK STREET + C14 STETSON WAY '(MAJOR ROADS -'PHA*S+E 1.4) < < I PENSINGER ROAD I. CA CURVE- bATA, CURVE I LENGTH I -RA010S I'lANGIEW I DELTA C1314'1.59' 0, -001 1 !2000iO '1 2000. 90'0_0_'00" 0 '501 75' lo(1' . I M W 0, 111"m '1111111 cl) M Q: vt z > UJ S. ` Or, M AVE cr TREmSUAY, Uj m a. m /W 0) -4 Q)t w Q 70' R Ln + (zi / 0 UJ 6 C) I 7' 2 35' — - — C4 -0 C- - Z C%J 0 < ..; ....... 0 + + + t; 14 2 TYPE ,Q(CA) �p Sn- R6-1 R SIGN MARKER 12 C114 2 W. TYPE Q(CA) MARKER -4 DETAIL 38 W, R5_1 SIGN 6 SfGh R SIGN R5 1 J N 7 LLJ J;_ U;; 5 w Z< p +Lr C3. CL + 00 41 00 M K) 00 < 0 0 q- 35 co co 3- 0 + + + + 0 R�E T MBUAY AVE_ V). PENSINGER ROAD Stantee Consulting Inc. 2+590 Venture: Oaks -Woy SacrdrVento;'CA 95833�13288:­ U Ui- �9461,569'2-500.' Fox.. 916,`9 2192,74 www..'Stontmcom .tWythf,Reserved The C-obtroctQr--shh11`--vedfy atid;,�be+.+,r.esponsibl6,fbr-::iolI dimen0ltw o. 00".: ,toT''6caflw;J " he-dra , wing any; errprs,'ar om�sss`ans:'shcli be reported tia, without. May. The 'Copydights to, -611 deiigns and dtdwinqs-,dre­1hc prcipepty; _ �of, $tantd6Ifto; - Reproduction- use-for;cny,puroo4.4 her--*ab fhat`buthoeiii8 Consu1r1dg,Jnq4,,i8 forbidden-. Constwcfion"Notes PLACE R26(CA) "NO PARKING ANY TIME' SIGN -PER- C.B.D.S. NO. T-19 SPACED AT 200' O,C, PLACE DELINEATORS, AT 25' MAX. SPACING. (USE -RIGID BASE, -.SURFACE MOUNT TYPE F REFLECTORS). Revision Dwn, 'Chkd, Dsgn.. Dote E w�e 0. -08. 00 0 `C UP lieb 4q, od 4�i��AAVAUZ'-( LAtID Wt, F. STRIPINGAAN$� ,MCALLIS-TERIM—NCH 'WA J0k,R0A'DS:­ PHASE 1.1. Kerntounty, Odfornia We STRIP ING,"P ENS. NGER"'RO P t -Prqed-No-' -0 008,00 H W Revision, 7. C-48 33 4,3' co Q o. fi Q= 0 o 7 Uj C.CC �, o y Com` �RGF� -F� �_ �0 50' 75'. 10 La U� =N LU i p `C)` Z _j W i "A 1 —50 Z CS 00 LU LL CL r r ,N Z 000" 4 fp N I— 3 .� f © O �' 0- 00 AC S/JP C14 0h- 00 Z 1- , E:5 t1 lx Z O c ? c U) coir .�� ci °I° ca c=� _ c> w ro " .� • `' -.� COQ F-- Com.! w Q, +..., •+. F-. iZ.Q ^ Lal �- - �+� .......^.. "' ry tea. 1 -'''" t ' v � _ ~ � u. �rnM+r r. rnr.++� .r w www. .. r ++.r^� ""' "' •..wr.n� "" '� sr.��► � „+t'►"'' � _. � � :/ . I; '-,'°c . --+- 130 -- �-- _ _ --'" �? .�•:= f Of 0, sqG �t- '.fit � '� .. r..• '.. � +`� rti �K�`A'.�.�M� w ^+ ��• w- "^'� r � 'y � ..,,� r• yr 34 co � a w z' c,+ + 45'' ,� ¢ 1' d w 1 q a� q 0 0 ... �i 2 90.1 453' D RY E-RICKSY. �. ca L� Cn z Of Ck- (S£E` N bRI "' CN c0 co 0 r Sly 3:1) Q_ N al< Xa_ t- 61-1 PPNOUNt I=P PCIAl {D f C L CURVE DATA CURVE I'LENGTH RADIUS ITANGENT DELTA C1 - 3141.59 2000.o0 1 20003.00 1 90`00'00" 0 50' 75' 100' 1a-50'111111 a0 N CR ++ 04 JJ { Q Jz LAD r�9 ~ ao as z m a `n LU 1,7 W 1 Q_ j tow— _. . _ `n "" -- � 0i N N COO .... �_ 47 .148 `--- . — A _ --4 _ -- I-- hi .�... fi zt.w- .. Lr _j Vl U Qom.. oc 0 ry 6 + 0+ . 110 r + 0 cv r- 0 V) 12"HITE LINE, CRO SWALK) z c-- Q (TYPI AL) d 0 151- (- Uj I i u') U O a.:2 C 1 :�,.-�.:. ^. � ..,._ - - � � �,...�.�....�,, . �..�... ....... �. = �-.-�^•.� . �.,.-.^ ....-... �» . .,.- ..,,_ ,.,.. ._....� �.-�,--,�-..�`- ._....._ ter"..:_.. _...� �•^ -. t -- z \ '. 0 asp 00 8 m € COM 1 Lic» w ¢ a co c14 P/ _ .,.. F 1 W 0 3 o cn U� 1 ¢ CD + O M +� 1 0 jd 00 '¢ co V) el r / a. (t ¢ ra f a: a i C-4 ! 0 n o N W n -a, c� rnn �,, � 0 o0 *) o �.`' l 38` ` 50, + v Q 6 CQ_ < �! `"' © (� Q Q cn F - �- F - , a. n '�. 0 a3 �.. ¢ 't rn o0 4g 6.1 1" r .00 Li a:x¢15 w ¢ ¢N + 110 R W DQc � �" � O _ •' Cn r U 4 � � , �- t; M'ALLISTER RANCHO ROAD (SEE SHEET 35) f Mo PEN$1 ROAD i U /I 0 l 3 Stantec Consultina Inc. 259:0 Venture Oaks Way Sacromento, CA •35833-3288 Tel. 916.569;2500 Fax. 918;.92'1.9274 www.stantee.com Copyright ReseNed ` . . The Contractor shall verify and be responsible for oil dimensions. 60 NOT scale the drawing — any errors or omissions shall be reported to Stontea Consulting Inc. without decoy. The Copyrights to .all designs and drawings are the property of Stontec Consulting Inc. Reproduction or use for any purpose other than ,that authorized by Stantec Consulting Inc. is forbidden. Corift*MN04$S 0 'PLACE R26(CA) "NO "PARKING ANY TIME" SIGN PER C,.B.D.S. NO. T--19 SPACED AT 2003' O.C. L`J PLACE DELINEATORS AT 25' .MAX. SPACING. (USE RIGID SASE, SURFACE MOUNT TYPE F° REFLECTORS). a WALLISTER RANCH v r _ ROAD . (MAJOR ROADS -- 'PHASE 1.3) q — + 70' R/W co ' \ to 35' 35' u7 ,! Exp.3-31-08 o 25' 25' a cn to ClientiProjed Lr _j Vl U Qom.. oc 0 ry 6 + 0+ . 110 r + 0 cv r- 0 V) 12"HITE LINE, CRO SWALK) z c-- Q (TYPI AL) d 0 151- (- Uj I i u') U O a.:2 C 1 :�,.-�.:. ^. � ..,._ - - � � �,...�.�....�,, . �..�... ....... �. = �-.-�^•.� . �.,.-.^ ....-... �» . .,.- ..,,_ ,.,.. ._....� �.-�,--,�-..�`- ._....._ ter"..:_.. _...� �•^ -. t -- z \ '. 0 asp 00 8 m € COM 1 Lic» w ¢ a co c14 P/ _ .,.. F 1 W 0 3 o cn U� 1 ¢ CD + O M +� 1 0 jd 00 '¢ co V) el r / a. (t ¢ ra f a: a i C-4 ! 0 n o N W n -a, c� rnn �,, � 0 o0 *) o �.`' l 38` ` 50, + v Q 6 CQ_ < �! `"' © (� Q Q cn F - �- F - , a. n '�. 0 a3 �.. ¢ 't rn o0 4g 6.1 1" r .00 Li a:x¢15 w ¢ ¢N + 110 R W DQc � �" � O _ •' Cn r U 4 � � , �- t; M'ALLISTER RANCHO ROAD (SEE SHEET 35) f Mo PEN$1 ROAD i U /I 0 l 3 Stantec Consultina Inc. 259:0 Venture Oaks Way Sacromento, CA •35833-3288 Tel. 916.569;2500 Fax. 918;.92'1.9274 www.stantee.com Copyright ReseNed ` . . The Contractor shall verify and be responsible for oil dimensions. 60 NOT scale the drawing — any errors or omissions shall be reported to Stontea Consulting Inc. without decoy. The Copyrights to .all designs and drawings are the property of Stontec Consulting Inc. Reproduction or use for any purpose other than ,that authorized by Stantec Consulting Inc. is forbidden. Corift*MN04$S 0 'PLACE R26(CA) "NO "PARKING ANY TIME" SIGN PER C,.B.D.S. NO. T--19 SPACED AT 2003' O.C. L`J PLACE DELINEATORS AT 25' .MAX. SPACING. (USE RIGID SASE, SURFACE MOUNT TYPE F° REFLECTORS). a Revision � Appd: Bate _ File Dame:. Dwn. Chkd.. Ltsgn.D� dte� C C� Q� [ ESS % co ' \ 5393 n Exp.3-31-08 o lqT� OFC 0 A, `)746. ClientiProjed 'BUhtI. CCOMPANIESi STRIPING PLANS MCALLISTER RANCH MAJOR ROADS - PNASE 1,1 Kern County, Californiajz' TAIe STRIPING` PLAN., PENSINGER ROAD o STA. 1.27+00 TO STA.15,1' 46.`2 a k Projed No. Scale 1844N AS .HOWN,-- m u Drawing No. Sheet Revision 0 0-409 34 of 37 0 00 11 i 50' 75' NO' z PANAA4 Al a- P� cr)cry, X*( 100 + < C4 U). :)14f lc)Gp,�N z rn -Al 0 36� ca co 00 + A - i -J ? C>Ui LU tn. co tn- Eu� a. C> -3: ul� Cv z w + rn 7 Z cn 6 U -j + :214— L'j '0 C' + 41 + + CL X Q �; I LU 1- 1 4- A. Q) a. 6, ff) I - -r z CO Ui 12.. vj T �A 13 ZCN La 4CN4 I I ZD C14 0- f V 7 < -%U 0 — --- — -- — — — — — — — — — — — — w, -CWl 00 AAANE PANAA4 4 N z .0 Cl -30) a .r.4 + ls! aQ 01 0. a: CL •CU/) WALL ISTER:RANCH ROAD a C/L, CURVE DATA CURVE LENGTH -RADIUS. TANGENT -DELTA Cl 1 14,32.01'1, 2000.00] 748.251' 41.`01'26" 1`01'2,6` 0* PENSINGER ROAD (SEF SHEET 34) 5 5114 70, 60' LO cv C W �U MA 7< a- + 0) + CD 0 0 cc 0 Q a- . ......... - 0 a cl, Cl ;a co ......... V IM C.4 J. 0) C14 > Cv z•CIO z > 61' a I- LL > -51' aw co LU w C'4 co MW r-. LO r- > V) co -71Y Z < vi ca LU, 0- M 0- 1 . 60, < CN 0 ;o- to " + I -z< a- r- LU., =>. I=- r-�- (A C> --1 0) 10- -4- - is 0 ' R/ 04 ct) i�ll + * + tn 130' + r.0 < po 0 61 -0 0� + 04 -0 U-j- Uj 0. s13CN PENSINGER ROAD O,Z -< < 9z. 0M AOL An W. PHASE 1-3) 9 O w W tn z (MAJOR ROADS Q - a tj 0 X p WALLISTER RANCH ROAD a- O� C4 Stantec Consultngine. 2590 Venture Oaks Wcfy - Sacramento, CA 95833-3288 Tel. 916.569-i'2500 Fox. 94:6:921.9274 wwwwstantecxor� 0DpfthtR$Nrved, .The. Contr6dor--sholl:,verify, for all. dimensions: .DO N 'OT'0, he- rd*jng', 'y---errom -bVdMWjo - 4� d On hs shotl be reported 'to Stantfic The ,.Cppy!gh are thin ,propertyi of S io -use: for o6yp6rpose other'than that 0�thorszeo---' d tec, ori4tiq! 1.=id for6itf6en. Constnddn-Notes` PLACE R26(CA) "NO OAR -KING ANY TIME" SIGN PER G.B.D.S. :NO. T-1'9 SPACED AT 200' O'.C. 0 Re*loll By > 0 M > to Ui ,File p rnV) Z. 0 Own.- Chkd. Dsgh. Date McALUSTER RANCH - 5U+!30 82 FE14SINGER -ROAD A, 1 I Stantec Consultngine. 2590 Venture Oaks Wcfy - Sacramento, CA 95833-3288 Tel. 916.569-i'2500 Fox. 94:6:921.9274 wwwwstantecxor� 0DpfthtR$Nrved, .The. Contr6dor--sholl:,verify, for all. dimensions: .DO N 'OT'0, he- rd*jng', 'y---errom -bVdMWjo - 4� d On hs shotl be reported 'to Stantfic The ,.Cppy!gh are thin ,propertyi of S io -use: for o6yp6rpose other'than that 0�thorszeo---' d tec, ori4tiq! 1.=id for6itf6en. Constnddn-Notes` PLACE R26(CA) "NO OAR -KING ANY TIME" SIGN PER G.B.D.S. :NO. T-1'9 SPACED AT 200' O'.C. Re*loll By Appd. Date ,File p E Own.- Chkd. Dsgh. Date v LO to -Ex,p.,3-31 —08 7-44 V P ,A ., STRIPING—""PLANS MCALLISTER11RA-Ki-H - MAJOR 0A,D -S P HAS 1. Kem Count)4 Califomia lz E -rnM M 0 STRIPING'PLAN., RANCH-. R-0 AD STA. 1-,0+00 0 C, Protect No, Scale 1844-008'00 'ASSHOWN. Dtaiiq Na. SNO:• Revision: O -3 .7 5: SUMP G DESCRIPTION VOL. REQUIRED = 4.73 AC.—FT. VOL. PROVIDED = 13.33 AC.—FT BOTTOM ELEV. = 314.0 W.S. ELEV. = 325.23 Gr i TOP OF BANK ELEV. = 332.0 330 • t • - t 3301-_ r Ar S89`07' 15"E 33 L-185.7,1'' SUMP J- 1 =50 SHEET 22) i I i 1) CONSTRUCT 6' HIGH CHAIN LINK„ FENCE PER CITY OF BAKERSFIELD STANDARD DETAIL S-10. 1@2 CONSTRUCT STANDARD CHAIN LINK -FENCE GATE PER CITY OF BAKERSFIELD STANDARD DETAIL S--11. O CONSTRUCT TEMPORARY CONSTRUCTION FENCING (6' HIGH CHAIN LINK) AROUND TEMPORARY BASIN. SUMP . -V DESCRIPTION VOL. REQUIRED: = 2.81 AC.—FT. VOL. PROVIDED = 4.02 AC. --FT. BOTTOM ELEV. = 316.0 W.S. ELEV. = 328,84 TOP OF BANK ELEV. = 334.0 1 STUMP U (PRIVATELY OWNED AND MAINTAINED) Q LL' � LUW 00 W W ZLLI� CL TEMP. SUMP F DESCRIPTION VOL. REQUIRED = 3,40 AC.—FT. VOL. PROVIDED - 4.30 AC.—FT. BOTTOM ELEV: = 326.0 W.S. ELEV. = 333.3 ti m -i 17 12 n n • MCALL 1ST V ROAD . (SEE . ! 04I I Q r , Q.+a_ 1 15, 0 1 C) ..6 - I. - LO 0-)' w Z ! 0 o 012 t P MX t 2 f ff WA►LLISTER RANCH ROAD (SEI` SHEET 20) MOALLISTER• RANCH .ROAD TEMPORARY SUMP F 1`"=50' TEMP. SUMP E DESCRIPTION VOL: REQUIRED = 3.75 AC.=FT. VOL. PROVIDED = 3.75 AC.—FT. BOTTOM_ ELEV. = 326...0- - W.S. ELEV. =.333.9 TOP OF BANK ELEV. 336.0 �f f / Lo Ln s-- k) 3) . TEMPORARY SUMP E 15' TYP. Stantec Consulting Inc. 2590.. Venture .Oaks Way Socriamento. CA 95833=-3288 Tei. 9"16:56.9.2500, Fax. 9:1.6:921:9274 www.st•ant"ec.com Copy�h# Ft�serveti . The;Contractor shdll . verify and be responsible .for a!i dimensions. D4 NOT scale: the drpwi q, ony� errors -or .omissions sholl be reparted .to. Stantec; Consulting Inc;. without, dafoy. The Gopyrights'.to. .ail' designs ,and drawings ;are.. the -:property. of , Stontes sronsultiAg; Inc; •R produlctio"n or. ;use':for any.-purpose,:other '.fFian that nuttioriaed byI: Stantec. Consulting .lnc. "is '€otbidden. .COnstruCti -Notes GENERAL NOTES: I ALL WORK SHOWN SHALL CONFORM TO THE APPLICABLE I SECTIONS. OF THE CURRENT SPECIFICATIONS ENTITLED "STANDARD SPECIFICATION. STATE OF CALIFORNIA. BUSINESS AND TRANSPORTATION AGENCY, DEPARTMENT OF, TRANSPORTATION" LATEST EDITION ' AND THE -FOLLOWING GENERAL -NOTES. IDRAINAGE BASIN SHALL BE MINIMUM ,"OF ONE BUILDABLE LOT, FRONTING ON, A" STREET, AND HAVING A_ SHAPE AND LOCATION ACCEPTABLE TO THE CITY ENGINEER. LANDSCAPED . PARIF DRAINAGE. BASINS SHALL NOT BE GOVERNED BY THIS STANDARD, BASIN SIZE SHALL BE DEEDED IN FEE TO THE CITY OF BAKERSFIELD. "SIDE SLOPES ' SHALL_' NOT EXCEED 2:1 ALL EXPOSED METAL IN -THE OUTLET STRUCTURE SHALL BE HOT DIPPED '.GALVANIZED . AFTER'- FABRICATION. OUTLET STRUCTURE SHALL -BE CONSTRUCTED WITH CLASS .» A" (6 SACK) CONCRETE WITHIN 2Y2" TO X3'2" SLUMP: :CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR WRITTEN APPROVALIS OBTAINED` FROM -THE CITY ENGINEER. CONCRETE SHALL BE CURED WITH, A WHITE PIGMENTED CURING COMPOUND :COMPLYING TO SECTION` 90-7.108 OF THE STANDARD SPED- ICATIONS. NO PIPE -SELLS 'SHALL BE PLACED. IN STRUCTURE. j CHAIN LINK 'FENCE ANDGATES 'CONFRQM TO THE .SPECIFICATIONS SHOWN ON. CITY: OF BAKERSFIELD. STANDARD `DRAWINGS- S-10' AND S-11. i ALL NEW DRAINAGE BASINS INCLUDING AREA BETWEEN FENCE AND SIDEWALK SHALL BE STERIUZED WITH ;A .PERMANENT STERILENT. SUCH• AS.: HYVAR- A. ADDITIONAL TREATMENT, . TQ* -.THE AREA BETWEEN FENCE AND -SIDEWALK, .SHALL BE DIRECTED' BY' THE -ENGINEER. APPLICATION RATE IS TWENTY-FIVE (25) POUNDS PER ACRE. A REPRESENTATIVE OF THE PARKS DIVISION SHALL BE ON—SITE AT TIME OF .STERILIZATION. BASIN CAPACITY SHALL CONFORM TO -CITY OF BAKERSFIEND PUBLIC PARKS DEPARTMENT DESIGN, POLICY FOR DRAINAGE. 0. - 50' 75' 100' '-NOTE:' - ALL STATIONING IS ALONG STREET CENTI*RLINE EXCEPT WHERE , NQTED AS FLOWLINE -STATIONING. 7-0 0. ClienttPrejerl -ley.. xp¢d. Date, J X TVIF TN 0 vain LwDl LLp- $TREET,1 STORM DRAK PLANS Ravision McALLISTER RANCH - .c MAJOR ROADS - PHASE 1.1. Kern -County, California ! ile Nome. 0 TWe Dwn. Chkd. Dsgn, . D"ate �v ,S,U.MP -DETAILS i 25993:" .� •. 1 1844 00800 AS SHOWN: Exp:3--31 Draw" No. Sheet Re`ilsioli N C-4 :36 0 -3 7-0 0. ClienttPrejerl J X TVIF TN 0 vain LwDl LLp- $TREET,1 STORM DRAK PLANS McALLISTER RANCH - .c MAJOR ROADS - PHASE 1.1. Kern -County, California Vil TWe ,S,U.MP -DETAILS i : r� Project:No, Scale . - •. 1 1844 00800 AS SHOWN: 0 Draw" No. Sheet Re`ilsioli N C-4 :36 0 -3 n ER Vii IV BY: A. A PROPERLY CALIBRATED. NUCLEAR ASPHALT TESTING DEVICE IN TH FIELD, OR 8,, ASTM 01.1:$$ -WHEN' SLABS OR CORES ARE TAKEN :FOR LABORATOR TESTING.. ZINC STEARATE MAY BE .SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. _ 11 0 s 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF. ABRASIVE GRINDING IS USED TO BRING THE FINISHED .SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS :NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE' OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO - THE PAVEMENT. CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS_ OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF .SECTION 42-2.02, "CONSTRUCTION'" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE. "CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19., BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) .CONFORMING TO SECTION 26. OF THE STANDARD 'SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED.'MATERIAL WILL • BE ALLOWED. BASE MATERIAL FOR LOCAL "STREETS SHALL BE EITHER CL 2 AB OR FINE'`GRADATION, CRUSHED" MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOO.K." 10 FA .y Stantee Consulting Inc. 2590 Venture Oaks Way Sacramento, CAA 95833-3288 Tel. 91-6,569.2500 Fax.. 916.921.9274 www.stantee.com i 4yright,Reserved The Contractor shalt •verify and be responsible for alt dimensions, DO NOT scale the drawing - any errors or omissions shall be reported to Stontec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of, Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stontec Consulting Inc. is forbidden, Constmefion-Notes A COR.N3 HALT CGNCsR" "PAVING N T . S 1. ASPHALT CONCRETE SHALL BE TYPE A .(MODIFIED.) FOR ALL ARTERIAL AND ' COLLECTOR STREETS AND TYPE" B (MODIFIED.) FOR LOCAL STREETS AND SHALL CONFORM, TO TH "ASPHALT PROVISIONS IN SECTION 39, Revision BY Appd. Date CONCRETE, OF THE CAL TRANS STANDARD SPECIFICATIONS IND THESE SPECIAL PROVISIONS, 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL GGREGATE FOR TYPE A Dwn. Md. 'Dsgn: bate (MODIFIED) OR TYPE B (MODIFIER) ASPHALT CONCRETE SHALL CONFO M TO THE REQUIREMENTS OF p SECTION 39-1.02, "AGGREGATE," OF THE STANDARD. SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT -CONCRETE SHALL BE AR --8000 VISCOSITY GRADED o ASPHALT, UNLESS ' OTHERWISE DIRECTED BY THE ENGINEER. " ASPHALT F INpE.R-',FOR TYPE B (MODIFIED) Jl.. CtViL,^�1. 9lF OF CA�`� ASPHALT CONCRETE SHALL BE -AR-4000 VISCOSITY GRAOED ASPHALT, .L LESS_.; OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO,. THE "STEAM;- EQ l.I.REMENT5 IN THE TABLE FOR ClientJProject REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," F THE STANDARD SPECEFICATIONS.. .4. 4: THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE zMINERAL AGGREGATE BY SHALL BE DETERMINED STREET / STORM DRAIN PLANS THE CONTRACTOR IN ACCORDANCE -WITH CALIFORNIA -TEST METHOD 30 USING SAMPLES OF MATERIALS PROPOSED FOR'USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED Kern County, Califomia BY THE CITY ENGINEER. TWe 5. AT ,LEAST 14 .DAYS PRIOR .0 THE START OF. WORK; THE -CONTRACTOR' HALL-"'5UBMIT THE FOLLOWING COB ASPHALT CONCRETE FOR THE CITY ENGINEER'S REVIEW. AND. APPROVAL: PAVING NOTES a A. A LIST OF AGGREGATE AND ASPHALT SOURCES. Projet,No. Scale B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED* IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION' 39-2.02, 'AGGREGATE," OF TH `STANDARD SPECIFICATIONS AND irs'"0.02 37 of 37` .0. THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND "EQUIVALENT TEST RESULTS SHOULD NOT DE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESUL S SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED' IN .ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TESTRESULTS ON WHICH THE DESIGN IS BASEDS LL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH 'THE THEORETICAL MAXIMUM DENSI`fY. OF TH ASTM DESIGN MIXTURE AS DETERMINED BY 02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS "AGGREGATE; . OF SECTION 39-2.02, OF. THE STANDARD SPECIFICATIONS .AND THESE: SP G1AL PROVISIONS. IF THE. DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME ASWHEN THE - DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3)'YEARS OLD. COSTS. ASSOCIATED WITH THE ASPHALT CONCRETE THE CONTRACTOR SHALL BEAR ALL MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO E--XISTIN7 PAVED SURFACES, THE, EXISTING PAVEMENT SHALL BE SAW CUT. 7. A PRIME COAT WILL NOT BE REQUIRED ON, NON --PAVED AREAS TO.=BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; -HOWEVER, ALL OTHER REQUIREMENTS "SUBGRADE;" 'OF SECTION 39-4.01, OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH . PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSI'D TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXI BEYOND THE LIMITS OF CONSTRUCTION. TING PAVEMENT SURFACE 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PE M#TTED 'BY THE CITY ENGINEER. 10. :INTERSECTIONS AND TAPERED- SHOULDERS SHALL BE" SURFACED AS DIRE TED .BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AVROAD CONNECTIONS "SHOWN , AND PRN -E DRIVES, WHERE ON THE PIANS AND AS DIRECTED BY THE CITY ENGINEER,. AND AND RAKED; IF; NECESSARY. AND AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. 'WHERE THE• COMPACTED THICKNESS OF A .LAYER OF ASPHALT CONCRETE IS 0.15 OR LESS, :PAVING OPERATIONS. SHALL. BE .CONDUCTED W SUCH A MANNER THAT; THE .FOOT D OF EACH .WORK SHIFT, THE .AT LENGTH- OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN .A JACENT LANES IS NOT GREATER THAN THAT WHICH CAN .BE SURFACED DURING. THE � FOLLOWING-. SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE :PLACED ALONG THE: ,TRRNSVE . SE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND, RAKED AND COM -ACTED TO FORM TEMPORARY CONFORMS BEFORE THE " LANES ARE OPENED TO PUBLIC TRAFFIC: KRAFT `BOND 'BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE PAPER, OR OTHER APPROVED CONFORMS WHEN PAVING OPERATIONS. RESUME. rHE REMOVAL OF THE 12. -WHERE THE COMPACTED THICKNESS OF A LAYER OP ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A..MANNER THAT E LAYER OF CONCRETE IS PLACED ON .ALL CONTIGUOUS LANES, OF THE TRAVELED .ASPHALT Y BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OFA LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT EE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL .BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. 'CONCRETE SUCH ADDITIONAL ASPHALT SHALL BE HAND ,RAKED AND COMPACTED TOS FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APROVED BOND BREAKER, MAY BE, PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THECONFORMS WHEN PAVING OPERATIONS RESUME. 13. ",ASPHALT CONCRETE SHALL BE -COMPACTED T0: A MINIMUM'. 92 PERCENT F THE MAXIMUM THEORETICAL 6ENSITY AS DETERMINED BY ASTM D=2041. IN-PLACE DENSITY SHALL BE WITH CALIFORNIA TEST 375. DETERMINED IN ACCORDANCE .14. IF THE IN --PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE. ;IS. LESS THAN 92 PERCENT OR GREATER THAN 94. PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONT`..CT'OR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION' IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. - ASPHALT CON RETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS .NOTIFIED THE CITY THAT BE MADE IN ENGINEER OF THE ADJUSTMENT .WILL ORDER TO MEET THE REQUIRED COMPACTION. 'AFTER NOTICE IS GIVEN- DOES NOT MEET THE SPECIFIED RANGE; THE ASPHALT IF ANY SUCCESSIVE TEST CONCRETE -REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH IN-PLACE. ATERIAL THAT MEETS THE DENSITY REQUIREMENTS., 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE -RELATIVE COMPACTION IS EITHER LESS THAN 907 OR MORE. THAN 96%, THE ASPHALT CONCRETE FIEPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCREN- SHALL BE DET ER Vii IV BY: A. A PROPERLY CALIBRATED. NUCLEAR ASPHALT TESTING DEVICE IN TH FIELD, OR 8,, ASTM 01.1:$$ -WHEN' SLABS OR CORES ARE TAKEN :FOR LABORATOR TESTING.. ZINC STEARATE MAY BE .SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. _ 11 0 s 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF. ABRASIVE GRINDING IS USED TO BRING THE FINISHED .SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS :NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE' OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO - THE PAVEMENT. CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS_ OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF .SECTION 42-2.02, "CONSTRUCTION'" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE. "CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19., BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) .CONFORMING TO SECTION 26. OF THE STANDARD 'SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED.'MATERIAL WILL • BE ALLOWED. BASE MATERIAL FOR LOCAL "STREETS SHALL BE EITHER CL 2 AB OR FINE'`GRADATION, CRUSHED" MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOO.K." 10 FA .y Stantee Consulting Inc. 2590 Venture Oaks Way Sacramento, CAA 95833-3288 Tel. 91-6,569.2500 Fax.. 916.921.9274 www.stantee.com i 4yright,Reserved The Contractor shalt •verify and be responsible for alt dimensions, DO NOT scale the drawing - any errors or omissions shall be reported to Stontec Consulting Inc. without delay. The Copyrights to all designs and drawings are the property of, Stantec Consulting Inc. Reproduction or use for any purpose other than that authorized by Stontec Consulting Inc. is forbidden, Constmefion-Notes A i l 171 Revision BY Appd. Date File tame: Dwn. Md. 'Dsgn: bate Q�)VESS D4 ' p ��'-► 259.93 Exp.3-31-08, : o Jl.. CtViL,^�1. 9lF OF CA�`� C a l ClientJProject �i�VE`I{tII'1t� ►./ IYti l`Iii, S � t.i Ult. �. Q STREET / STORM DRAIN PLANS MCALLIS.TER RANCH. MAJOR- ROADS - PHASE 1.1 Kern County, Califomia 1 TWe COB ASPHALT CONCRETE PAVING NOTES a Projet,No. Scale 1844 00800 AS SHOWN', ' Drawing No. Sheet Revision irs'"0.02 37 of 37` .0. N