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HomeMy WebLinkAbout2008 - Del Rio and San Jacinto DEL. RIO-SAN JACINTO ROAD REHABILITATION OFFICE COPY 0 / S A JAC 0 OAD AB I A 0 \ ...... Oil C I 200 ( DI I Y 0 A ASCAD 9 CA c Y.. ou c G 2008 006 4V1jfV ; RIF SHEET INDEX DEL RIO ROAD 4 DI ARI � j SHEET # SHEET NAME LIMIT — �--._..• ---- "~._ . ,w... "..NA • -.'"` . �.y� . ����� �' � �. �, ��t��.r ��'r 1. TITLE SHEET 2. DETAIL SHEET 3. DEL RIO ROAD (10+00 TO 20+00 � UA �,. `� , ' �°. 4. DEL RIO ROAD (20+00 TO 30+00 t ` a � '' 5. DEL RIO ROAD (30+00 TO 41+00) 6. DEL RIO ROAD (41+00 T4 53+00) 7• (53+00 TO 59+0Q ` DEL RIO ROAD ) 8. DEL RIO ROAD 59+00 TO - ' 68+00 9. SAN JACINTO AVENUE (10+00 To 22+00) 10, SAN JACINTO AVENUE (22+00 TO 27+50 11. SAN ACINTO AVENUE 27+50 TO 30+10 „ IIIA � � � '�� STADIUM ��- . - PARK - FAL � SANT JACI N TCS AIVEN.. UE, , ., . 44 AV 'NU OL ED DGEWA 11VALGA z CT ROAD mow" -„kti-A,�} {�� ... � �...,..',.:...W...,•.....�'��a'-�1+�.�,,...,.,,.».,, .� �' t *""'.`+���. � DEL ROAD f - �- ; VIULL SCHOOL CHAUP CREEK A ARE s� < G ',g 7f v— tC! M LOCATION MAP 61! r NTS 0 i 0 LEGEND c r" PAVE DRIVEWAY 1-1 j2" AC ■eeeeeM KEYCUT A QaOS Fq PROJECT ENGINEER:JEFFREY A. VAN DEN EIKHQf" Pavement �n �n�'" �"�n ��?�'. NOTEa: ;�;:`f f 4" DIGOUT mama= KEYCUT 8 �`� .�p.VANo 91 IS SHOWN � ��, �.� �,�. � . � TITLE SHEET ATAS+CADERO, CA NO STATIONING IS MARKED IN THE FIELD. STATIONING S _ /�.`�- �`' �' • until T� SCALE: 1�� 20' VED 6Y: DRAWN SY: DK ..;.;. ... 8" DIGOUT •,!►r.►.►w' SHOULDER RACKING Qw .� � ON THE PLANS FOR REFERENCE ONLY. -�ry {(/7� _ �� LICENSE:CA 59920 ��.. 12-31-09 ,rn in R'�irtan u 1®!♦ WIDEN SMOULDER 3' Ex l 99 n , REMOVE do REPLACE 9-1/2 AC & INSTALL AC BERM A. A• DATE. APR. 2008 REV=: ALL SURVEY MONUMENTS TO BE PROTECTED DURING CONSTRUCTION. Q ALL SURVEY MONUMENTS LOCATED A ED WITHIN LIMIT OF PAVEMENT REMOVE & REPLACE 4" AC 0 DRIVEWAYS �,� �, IL PLAN STATUS: Petaluma Offlce (707)769-5330 2008 PAVE ENT PROJ ECT REHABILITATION WORK SHALL HAVE A TRAFFIC-RATED UTILITY BOX =_ REMOVE & REPLACE PCC FACILITIES (SEE PLANS) �lF© , \a,F `�`�`� FINAL PLANS ReddingG Office (530)224-45M q� PROJECT N0. 060193 AND COVER INSTALLED. San Luis Obispo t?fflce (805)78f-� �J p CITY ,�1�� , DRAWING NUMBER ® FOR CONSTRUCTION 1060193 1of 11 x -a__ -...�,-.r. �m^-a.�, .T.•.,,.,..., -,�.n;��;a. .�,ew..,-.. .s,av:.�.va..mw:•,.�.s„_..,,�, .,.s��l+xi�_,,..,�....,. '..o-v»r.,..+.... ,........-. w... a ,..zr.:;a,..,.a'.z,,.,...,M,,,...d:::::...: =• 2°wasaaG'RSi^x^. wu,.A. __ .,.......—...— .......: r .. .w...maawra.,aa .s-saw. _ .... ,.... .... ... ,,,n..mnea,,.»....— .... .. ,r.«,.. ......_...__.._.........-...m.,., mss .... _ ... ..._ ..•.,, ...., .... w.,. —.�.,. ...,.neva .4.....•.,....._. .wvm-.rs-.:m,,,..-..•..,.�..,,,...9...., s�.�, ..,... ....,„4+.-�xs+.rs:,asazw,a�m.,=.,.-- .. ...,.:. 6 AC DIKE EDGE TREATMENT VARIES PER 0.13" AC SURFACE COURSE EDGE TREATMENT VARIES PER EXISTING CURB MAX. PLAN (SEE BELOW FOR (1/2" MAX. MED. AC) PLAN (SEE BELOW FOR & GUTTER ALTERNATE TREATMENTS) ALTERNATE TREATMENTS) fr%%i�rr� 5*1 11 3 3 SHOULDER BACKING I'LiA REMOVE AC AC DIKE PER DETAIL UJILIUAW 0.13" SURFACE COURSE KEYCUT TYPE A /A OF OVERLAY SECTION , �,''',�i 0.04" AC LEVELING COURSE 00 CONTRACTOR SHALL USE NO. 10 TO NO. 50 SAND. to k f 3 MIN. t 1LONGITUDINAL KEYCUT (3/8" MAX. MED. AC) COMPACT BY FLOODING AT SIDES OF DRAIN & EX. PAVEMENT TRUPAVE FABRIC MECHANICALLY COMPACT TOP. SURFACE ADS ADVANEDGE GEOCOMPOSITE DRAIN 499 12 SHOULDER BACKING 13 MIN. TAPER LEVELING COURSE PER DETAIL WIDENED SHOULDER 11w fly& 0 EDGE OF KEYCUT W/AC DIKE PER DETAIL EXISTING PAVEMENT DIGOUT & REPLACE 6"\ OR VALLEY GUTTER TYPICAL EDGE DRAIN INSTALLATION TO WIDEN SHOULDER REMOVE AC NTS 3 REMOVE AC 0, LEVELING COURSE w EX. PAVEMENT KEYCUT A EX. PAVEMENT EX. UNPAVED SURFACE (SEE DETAIL) SURFACE SHOULDER EX. PAVEMENT 0.13' WIDENED SHOULDER YY AC DIKE DETAIL SURFACE PLACE SHOULDER BACKING NEW AC NTS EDGE ALTERNATE. KEYCUT AFTER COMPLETION OF AC TYPE B SURFACING y OVERLAY 11 IA SHOULDER BACKING EDGE ALTERNATE: AC DIKE TRANSVERSE KEYCUT H EDGE ALTERNATE; KEYCUT DIMENSION 5" SURFACE COURSE OF DRIVEWAY SCHEDULE- 3 3to PAVING TO MATCH FLUSH TO gip: H y AC PAVEMENT TOP OF LOW AC DIKE PER PUN TYPICAL SECTION Na. 1 TYPICAL KEYCUT DETAILS 0 _1" 1 1111 1 /7 NTS' NTS 1"-2" 219-00s SEE SPECIFICATIONS 2"_3" 3'--•0" FOR SHOULDER EXIST. SURFACE 3994" 40-099 2" 1-"•-3" MIN. BACKING MATERIAL. SHOULDER BACKING DE TAIL LOW AC DIKE @ DRIVEWAY NTS NTS EXIST. STRUCTURE, AIII REMOVE & REPLACE AREA CONCRETE OR N910a PAVEMENT1. MAY BE PLACED IN ONE LIFT IF DIGOUT IS LOCATED UNDER AN OVERLAY. EDGE TREATMENT VARIES PER EDGE TREATMENT VARIES PER 1-1/2" SURFACE COURSE 9-1/2" AC 2. DIGOUT LIMITS TO BE DETERMINED IN THE FIELD BY THE CITY INSPECTOR. PLAN (SEE BELOW FOR 0.13* AC SURFACE COURSE PLAN (SEE BELOW FOR ALTERNATE TREATMENTS) (1/2" TYPE C2 AC) ALTERNATE TREATMENTS) LOOSELY GRADED NATIVE EXISTING AC SURFACE COURSE PEA GRAVEL SAWCUT EXIST AC SURFACE E WRAPPED W/FABRIC AC BASECOURS PAVEMENT & 2% 2% TACK COAT ALL AC SUB—BASE COURSE VE 44 2" INTERMEDIATE COURSE _\\_6" BASE COURSE TOTAL DIGOUT DEPTH V V V VERTICAL EDGES 1wVV VVVI COMPACT SUBGRADE_/ (SEE BELOW) FILL AS NECESSARY vvvvvvv TO 95% R.C. III= ss EX. PAVEMENT (1/2" TYPE C2 AC) TRUPAVE FABRIC--j 6" 12 SAWCUT EX. PAVEMENT 111 RECOMPACT SURFACE 36" 24 REMOVE & REPLACE 9 - 1 /2 A C & TACK COAT ALL SUBGRADE SHOULDER BACKING NTS VERTICAL EDGES TO 95% R.C. PER DETAIL WIDENED SHOULDER DITCH & TRENCH DRAIN DETAIL W/AC DIKE PER DETAIL NTS DIGOUT DIMENSIONS "" ;r®a TOTAL DIGOUT DEPTH 4 6" AC SURFACE COURSE 1.5" 1.5" AC---BASE COURSE 2.5 4.5" EX. PAVEMENT EX. UNPAVED SURFACE SHOULDER EX. PAVEMENT > D IGOLIT DETAIL SURFACE11 111 NTS EDGE ALTERNATE: SHOULDER BACKING EDGE ALTERNATES* AC DIKE FLARED END SECTION TYPICAL SECTION Na. 2 6"x 12'* HE NTS RIP—RAP FINISHED NATIVE BACKFILL FINISH LO SUBGRADE COMPACT PER SPECS. GRADE .11II IIIE 3 SACK =111 =W1 s REMOVE & REPLACE DRIVEWAY AREA --5' OVERLAY ON -4 0 owl SAND SLURRY NOTE: CONTRACTOR SHALL PROVIDE A MINIMUM 9-1/2"' SECTION TO EX. DRIVEWAY EX. ROADWAY BACKFILL Fi rL—" MATCH PROPOSED CENTERLINE FINISHED GRADE 1-1/2" AC SURFACE COURSE L+> EX. AC OR GRAVEL AFTER MAINLINE PAVING 111E. -7 L ir DRIVEWAY 2ss MIN. 6* EDGE TREATMENT VARIES PER EDGE TREATMENT VARIES PER 4's MAX. 00 PLAN (SEE BELOW FOR 3 SACK 04 PLAN (SEE BELOW FOR 3" MIN. V_ ie 1-1/2" SURFACE COURSE SAWCUT EXIST ........ SAND •SLURRY ALTERNATE TREATMENTS) (TYP.) PLAN VIEW BACKFILL ALTERNATE TREATMENTS) PAVEMENT & TACK COAT ALL3 511 do VERTICAL EDGES " -.-�.—•-'.-- �:r� ^'+ '`• �..`. 6 OVERLAP FABRIC GEOTEXTILE SAWCUT W I =111 1 2-1/21' AC BASE COURSE 6" (M I N.) SAND BEDDING 4" (TYP.) SAND BEDDING FABRIC FLARED END SECTION COMPACT SUBGRADE PRIOR TO MAINLINE PAVING (SEE SPECS.) (SEE SPECS.) PER CALTRANS STD 0 1 2" INTERMEDIATE COURSE SAWCUT PLAN D94A 6" BASE COURSE TO 95% R.C. REMOVE & REPLACE 4" AC @ DRIVEWAY BACKFILL UNDER PAVEMENT BACKFILL UNDER LANDSCAPE 6"x12" RIP—RAP NTS SHOULDER BACKING DRIVEWAY W/UP HILL SLOPE PER DETAIL WIDENED SHOULDER NOTES: W/AC DIKE PER DETAIL 1) "BACKFILL UNDER PAVEMENT" SHALL APPLY IN ALL AREAS OF EXISTING &/OR NEW REMOVE & REPLACE DRIVEWAY AREA --10" OVERLAY ON PAVEMENT AND ADJACENT, PAVED WALKWAYS. "BACKFILL UNDER LANDSCAPE EX. DRIVEWAY EX. ROADWAYSHALL APPLY IN ALL LANDSCAPE PLANTER AREAS AND ALL AREAS TO REMAIN 1-1/2" AC SURFACE COURSE UNPAVED ACCORDING TO THE PROJECT PLANS. SAWCUT EXIST MATCH FLUSH W/SURFACE SEE PLAN FOR AFTER MAINLINE PAVING PIPE TYPE & SIZE BURY 6" MIN. FABRIC PAVEMENALL COURSE OF LOVERLAY'/ 002) SEE PLANS FOR PIPE SIZES. 0 ALL EDGES (TYP.) TACK COAT EX. PAVEMENT EX. UNPAVED VERTICAL EDGES .......... SURFACE SHOULDER Q EX. PAVEMENT 01 SECTION A-A SURFACE --- a TYPICAL TRENCH BACKFILL DETAIL EDGE ALTERNATE: EX-. -A-C OR GRAVEL 6 NTS RIP - RAP OUTFALL DETAIL SHOULDER BACKING EDGE ALTERNATE: AC DIKE DRIVEWAY OVERLAP FABRIC 11EE NTS 11 69' (MIN.) SAWCUT 2-1/2" BASE COURSE �'�'OHSSIO* COMPACT SUBGRADE PRIOR TO MAINLINE PAVING SAWCUT REMOVE & REPLACE 9-- AC 1 / 2 TO 95% R.C. o NTS PROJECT ENGINEER:JEFFREY A. VAN DEN EIKHOF REMOVE & REPLACE 4" AC @ DRIVEWAY Pavement Engineering Inc. DETAILS ATASCADERO, CA 00 No..0 99 NTS G Engkwers *Abterfi*Tesft SCALE: 1 200 APPR BY: DRAWN BY: Exp. I DRIVEWAY W=DOWN HILL SLOPE UCENSE:CA 59920 EXP.: 12-31-09 DK in ftvenxwt Reh*ffiftdon DATE: APR. 2008 REVISED: CIVIL OF CAtti PLAN STATUS: Petaluma Offloe (707)769-6= 2008 PAVEMER ROJECT FINAL PLANSRedding Ofte 00)224-45M PROJECT NO. 060193 Santuls Ob*o Office (W5)781-2M r, iFOR CONSTRUCTION CITY OF ATASCADERO 0601-93 2 of 11 DRAWING NUMBER xa- - -- --------------------- ----------- ---------- ------------------ UEL RIO ROAD P KEYCUT B (TYP.) ole� TYPICAL SECTION NO. 1 4900 t0 t i t ! � 4900 4'y 4� DIGOUT i , _.. x----X �� ' . a . 1.✓ ,/° ( 7 X i 14') r , 4950 PAVE DRIVEWAY (--5'X45') 4840 B/ ID rrffffosr✓f rr 'rrrrrrr/. ra , rrrrrr/r � . X"'-X 4� N .. r,✓`r/r r r r//r r r, , /r r r,fir i``r", ^.r•. '"'"�''„�. . X„""'x .. � ® � r r o.' f f r f f r r r f ���# " , r r/. r r r/r f r r. s r r r. , /. r``r'i"�ti•-„.,, , '"”'``-�'�.,.,. x"".'r-- ,. ��6 ' r r/r/ / ` � ^ d+.aA, , ,. ,Rw, n,.ev /.+'f°r 1/f/.'r't r/,✓.f"r s'r r r O r!r ""`' ""`"''`aa-�• ' ,.w l• xx 'X«..,,"X' . 0 � S,w r t r 1 r r/✓'/'r✓.+`f r f r r`'o",r°J""'i ..w'ra�.m ', X ,.x"^++. �� -` rr/rrrrrr/rrr/err X •' ,�"�"�''#y.,:;�, .'.M., r/r r i'r r J O r r! . "X' ''X,.., wow i t} .i ' ''•, 1 l 7 i,'J, :3 ,y k•••..,ABANDONED NED CaLLJ �* ADJUST AC LEVELINGNk LIMITS OF WORK, COURSE THICKNESS AC FILL TO DRAIN I TO PROVIDE POSITIVE AS SHOWN , 14 -` ABANDONED SHOULDER BACKING DRAINAGE BREAK 0 STA. 14+74 l (TYP.) � �� O 10 e TYPICAL SECTION NO. 1 Li ui KEYCUT A (TYP.) KEYCUT B e e1 � (LIMITS OF WORK) Li LLJ e e � e ® r C) 0 PAVE DRIVEWAY t-w» 1-1/2"' AC (TYP.) 4820 KEYCUT A (TYP.) � .�► ---�, , X"`X 863.37 FL 863.63 FL t t 4800i REMOVE EX. 12" CMP & " x x x X.._x---x-- >X•--- REPLACE W/ 30 LF OF 18 HDPE x---x--x--- i -M--1 " 'X-4 x-w Xr-.',� x x---x + ! 03.5% SLOP M 0 0 x—X X-X- X,x- x -x- x- xwx - LOWER ADJACENT GRADES TO PROVIDE DRAINAGE & - TO PROVIDE MIN 12 COVER ---- TYPICAL SECTION NO. 1 " r � • / �°�,e®�,,.s' ...'.,®'�A.!d.'..,`` """_' '• .tY'Ba9ey'.A.eis�;4'' i►.a '�.....— �//) •",USp """�"''' od.Rp., ,yy1p ^'.+',,,,,�.,•",,,�,•,,.rr i .f. ! �. ',dP�.[ =4rP' ,. .meD"�. �b+�'.a.is�ri6,C �.a. �. a;?&.®iY.d'R"�a,'w9.".�...6de�Si9'4. .6',. ,,,,d,N' ,,,'d65 . a.9'�,.G °�..6'.A.O',• ''P.,.,.,R® atY,.,,,, I f 20- r r 17+oo 19ro + 1 8J00 PQ " 4" DIGOUT .�.** 6'X 134 � ���� �� �� a��� ��� •� � ������ ������#��� � ,��� ��� � � �� ���� ��. .�� � �s - . ~-- �, c ,�' d ��7 .' • 864.43 FL ( 0 864.95 FL x'767 -�,° ,,,,�„ x�x--x�x-�x—%�x-�x--x_x--x_...x--x--x--- 4,785 V_ ,.._,x,..,X x 0 . SHOULDER BACKING (TYP.) .b REMOVE & REPLACE co60 4" AC DRIVEWAY (TYP.) Q N N EXISTING CURB & GUTTER v _ o v REMOVE ACEDGE TREATMENT VARIES PER 0.13' AC SURFACE COURSE EDGE TREATMENT VARIES PER 0 0.139 PLAN (SEE BELOW FOR (1/29' MAX. MED. AC) PLAN (SEE BELOW FOR a ALTERNATE TREATMENTS) ALTERNATE TREATMENTS) KEYCUT TYPE A LONGITUDINAL KEYCUT _�� � PLACE SHOULDER BACKING NEW Ac fr,� �,�� �14, �,r- �.,` AFTER COMPLETION OF AC SURFACING OVERLAY � `� .-------•-- DIMENSION w! 13 , 4.04 AC LEVELING COURSE r I _. �a �� ;r (3/8" MAX. MED. Ac) SCHEDULE - IL IL w EX. PAVEMENT TRUPAVE FABRIC vs EXISTING PAVEMENT /' SURFACE mfr gyp: baa °: OR VALLEY GUTTER �,� ,-0„ to REMOVE AC SHOULDER BACKING SEE SPECIFICATIONS 2"_3" 3'_{}" o, TAPER LEVELING COURSE PER DETAIL WIDENED SHOULDER ® 0 EDGE OF KEYCUT W f AC DIKE PER DETAIL FOR SHOULDER EXIST. SURFACE 3"-4as 4 _0" BACKING MATERIAL WM of 0 -0.13' , `aSHOULDER BACKINGDETAIL ® ® KEYCUT -- TYPE B NTS EX. PAVEMENT KEYCUT A EX. PAVEMENT EX. UNPAVED V TRANSVERSE KEYCUT SURFACE SURFACE SHOULDER ® ® (SEE DETAIL) EX. PAVEMENT �Q r EDGE ALTERNATE: SURFACE a E TYPICAL KEYCUT DETAILS EDGE ALTERNATE: KEYCUT SHOULDER BACKING EDGE ALTERNATE: AC DIKE ���°RRv�a�� � PROJECT �NGtNEER:,IEFfREY A. v�I� DEN EIKNOF l�arvea�tex�t Enineeri�'t Inc. DEL RIO -- STA 10+00 T + cv �, ���'" dry .2 0 20 00 ATASCADERO, CA NTS �i • Citvil fiWn en * Ab#�s TeWng SCALE: 1 91 - 20' APP BY: DRAWN BY: DK l 0,C 9920;; LICENSE:CA 59924 EXP.: 12--31--49 %zring in t Re�aub�r.J'i tbn DAA: _...._... CL TYPICAL SECTION 1 ,�r E �' APR, 2048 REVISED: D. ®0 NTS �TFOF PLAN STATUS: petatume Office (707)7 �1 2048 PAVEMENT PROJECT to OFCAli'��R P FINAL, PLANS Re+dd�gr� ( o)a.�� PROJECT NO. 060193 06 Son Luis Obispo Office (W)781-2MDRAWING NUMBER FOR CONSTRUCTION CITY OF ATASCADERO 060193 3 of 11 xa _ _----- __.._w � ,- __vm._n_ - F ___. _ . _ ___ ___. .____. _._ _^.. �__�T�._ .a_rv�.� __ � --------------- DEL R 0 ROAD KEYCUT A (TYP.) X—x PAVE DRIVEWAY 4-160 X,X,)(,X, 03 VVA I—1/2" AC (TYP.) Vill 0 TYPICAL SECTION NO. 1 22+oo wtm 4"' DIGOUT +00 W-7 -- - ;; ..A A- -6X43 ) + ............ 0 23+0o 2.4+0 + 4 DIGOUT ()oSHOULDER BACKING (TYP.) 4"' DIGOUT {w13'X55') (--6'X459) 0 0 POTRERO ROA,/ / ' D MATCH 4/ 867 JOEP MATCH REGRADE NATIVE 86756TP.,tlii x MAT*L TO DRAIN '04 KEYCUT B +/ COMPACT MATERIAL ON Of 867.85EP SHOULDER TO 90% MIN. 66Z85EP (TYP.) joy >867.65FL All, 868-12EP .!4 867.85EP REMOVE & REPLACE KEYCUT A (TYP.) 866.4 1EP 6 AC (TYP.) X—X—X—X—X—X—x 4" DIGOUT PAVE DRIVEWAY TYPICAL SECTION NO. I (--6$X34") 1--1/2 AC (TYP.) MATCH X _x x C) x cz) X X_% x x—x— 4, X_X_ X_x 4' 0 %,X—X- 0 4700may 4r) rirtr rnaWpqvriY✓ AP f 29+ iN 00 ✓ + 1 MIR, Baa4" DIGOUT ✓ ✓ > 4'0 DIGOUT —6*X50') • a) ri 27+00 MATCH (-6`X172) + 870.10EP 0 26+00 111/7'7 77 T'e .45EP 30 x—X'X')f X "" X_ 868.64EP x rn ✓ X�x_x__ 461 X,X_X_ X,X--)f-, C/) X,X,X_x MATCH X_ X_ 4"" DIGOUT 868,70EP x___ X_Y 9) . Aj _x_x —X—X—X—X— —X—X—X—X— '_x (—I 3X 65') TYPICAL SECTION NO. 1 , 44j u1x_y_x_x—x— x + 868.17FL INSTALL 14' WIDE PCC CROSS—GUTTER s8,57EP 54EP PER CITY STD. NO. 421 SHOULDER BACKING (TYP.) GRADE EARTHEN SWALE TO DRAIN TO CROSS—GUTTER C4 6s EXISTING CURB EDGE TREATMENT VARIES PER & GUTTER EDGE TREATMENT VARIES PER 0.13' AC SURFACE COURSE PLAN (SEE BELOW FOR (1/2" MAX. MED. AC) PLAN (SEE BELOW FOR ALTERNATE TREATMENTS) ALTERNATE TREATMENTS) PLACE SHOULDER BACKING NEW AC AFTER COMPLETION OF AC SURFACING y OVERLAY V REMOVE AC 0.13, mix H DIMENSION KEYCUT TYPE A SCHEDULE V) 0 LONGITUDINAL KEYCUT H y rk. 0.04" AC LEVELING COURSE _1" $_Wy (3/8" MAX. MED. AC) 0 it EX. PAVEMENT TRUPAVE FABRIC 1"-2" 2D_0$0 SURFACE _0911 SEE SPECIFICATIONS 2"-3" 3 o 13 FOR SHOULDER 3"-4" 4*_0$$ 0 0) EXIST. SURFACE 0 SHOULDER BACKING BACKING MATERIAL H8 EXISTING PAVEMENT TAPER LEVELING COURSE PER DETAIL WIDENED SHOULDER 0 EDGE OF KEYCUT W/AC DIKE PER DETAIL * 0 tz OR VALLEY GUTTER w REMOVE AC SHOULDER BACKING DETAIL = 0 NTS en gn R 0 01. V %., a EX. PAVEMENT KEYCUTA EX. PAVEMENT EX. UNPAVED C4 a 0.13, SURFACE (SEE DETAIL) SURFACE SHOULDER zi—EX. PAVEMENT c KEYCUT TYPE B EDGE ALTERNATE: SURFACE ?QFES I PROJECT ENGINEER:JEFFREY A. VAN DEN EIKHOF 2 TRANSVERSE KEYCUT VAN Pavement Engineerinvvinc. DEL RIO EDGE ALTERNATE: KEYCUT SHOULDER BACKING EDGE ALTERNATE: AC DIKE 41 __C7 — STA 20+00 TO 30+00 ATASCADERO, CA Civil Bgkwm -0 kbtedak Tesft ScAtz. 200 APP BY: MWN BY: UCENSE:CA 59920 EXP.: 12-31-09 DK Na.C 9 r" .imiddj* in Pavement RehabMbffim 0 s':7) Mw DATE: APR. 2008 RENMED: IC. TYPICAL KEYCUT DETAILS Exp- W) TYPICAL SECTION NO, 1 PLAN STATUS: ~wnff Office CIM 7065M 2008 PAVEMENT PROJECT Mo NTS 0 VIL to NTS FINAL PLANS Re dding Office (SM12 24-46W PROJECT Na. 060193 Ssw Luis Obloplo Ofte M-2m DRAWING NUMBER FOR CONSTRUCTION CITY OF ATASCADERO 060193 4 of 11 ----------- x A Ile —------------------------ ----------------------- ----------------- -------------------- --—---------------------- ------- --------- -------------------------- FU-*' EL R 0 ROAD AC FILL TO DRAIN SHOULDER BACKING TYPICAL SECTION NO, 1 PRUNE & REMOVE rq AS SHOWN (TYP.) 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CENTERLINE GRADE " ..: � TYPICAL S CTION 1 ArEll I __AS_NECE9_;l3ARY ` AC FILL AS N CESSARY " TO MEET DESIGN G�ADE ` TO MEET DESIGN GRADES � REMOVE AND PLACE �—�/2 AC � 10 LONG FULL ROAD W DTH 85 ' ' f 50 53100 54 00 55100 56100 57100 58100 59--00 5915'0 r� cV ' c 0 ca c� 0 ca 0 r,� ca c� ca c� c7 ca c� c0 ra c� c� ca � ca UO c� c� c� c , c� t� c� r� t� c� t� r� c� �, c� w ti w ui t� w w w � t ui to uj c� c �,+ w w w w w w w w ul w w w w w w w w w w w w w w w co � © 00 c3 oQ tri 0 w t � o vo to "1 0 Go ul � r• w C� �*„ ,�- an . u"7 e-- V_ C) tSi oC) I'� cotc) cti d. M r; � U �,, �7 � cV ,�- � � cJ ,� r� � 14- w fi � � � .... 4 t70 CV I`^� �!" t� N C3'� t� t"� tD d' t� N ® - Q 0 f3j ` 00 t7 J co t� I`� !'"' f`- !• h 1``°. i`' � � !`'' C`- h h 1`'` !`� ' P`` 1-- 00 N d t0 0 tt3 to 0) to tD U9 tfY t� c6 LO c6 U' !6 t.n c6 t%} Q6 tt7 ®0 t{) 6 LO � t3CJ ��`` tt7 r' tt"3 �` �[? � � �` t� � tt? �'' tCj r' ICJ t� tl3 tip CU co tt) it7 �/� U� (�[� tf9 LO !f? M V) V) V) to to U� tC? LO 0 U'1 trC3 U) tq�� U) to LO 0 U? -) a co W pVR co M co M W 0 00 � W � K/ I[Y'1 4V M co M Co 00 w NJ �Iw"! 00 M `0 w ^" 0' WJ w 0, 00 w 00 cc OD � '.` w MJ M co co 0 46.f 4►! NJ WJ 41.7 C.M1„7 4AJ 46✓ coW 44J 4A! [W Kf W ty[✓ 'M_ M ® 69 , EDGE TREATMENT VARIES PER EDGE TREATMENT VARIES PER �, " „ ° PLAN SEE BELOW FOR PLAN (SEE BELOW FOR 5 �. EXISTING CURB ( 0.13' AC SURFACE COURSE SHOULDER BACKING & GUTTER ALTERNATE TREATMENTS) 1 2" TYPE C2 AC) ALTERNATE TREATMENTS) AC DIKE ( / PER DETAIL PLACE SHOULDER BACKING SURFACE COURSE ff,, AFTER COMPLETION OF AC NEW AC 0 OF OVERLAY SECTION ,rlf'�/ `-�--- OVERLAY � ��� a a �'�~ `� is r,, ��fig,, - SURFACING REMOVE AC r ,' '; .,.�.------~ 2� 2/ --�.�...--.... r• �� �'��'i,•�l� ,r I�-.--�3 MIN. � 0.1 N DIMENSION �! r o oFEsso SCHEDULE W KEYCUT - TYPE A LOPJGITUDINAL KEYCUT FILL AS NECESSARY 1 `•" a t» ss ss s ss ®c - - 1 2" TYPE C2 AC TRUPAVE FABRIC f No.C 5 EX PAVEMENT ~�- --�` t° , SURFACE ( / ) Ex . �'' SEE SPECIFICATIONS 1„ "2� 2s_0ri 0M P DI+GOUT & REPLACE 6 FOR SHOULDER 2 32-0�, 13' SHOULDER BACKING �T CIVIL TO WIDEN SHOULDER BACKING MATERIAL40 EXIST. SURFACE 3"-4" �0 0 PER DETAIL WIDENED SHOULDER gT�OFCALIVO`�' 3 EXISTING PAVEMENT W/AC DIKE PER DETAIL 0 SHOULDER BACKING DETAIL. v o OR VALLEY GUTTER "` �-- ..r i �� ru D 9 REMOVE AC Q � a. #5 BARS 18 WIDENED SHOULDER W AC DIKE DETAIL NTS • . _` ..._ ,,_ O.C. EACH WAY NTS `7 00 EX. PAVEMENT EX. UNPAVED SURFACE SHOULDER °• EX. PAVEMENT � 04 PROJECT ENGINEER:JEFFREY A. VAN DEN EIKHOF • r Q.1 DEL RIO _ STA 53+00 TO 59+00 ATASCADERO CA � SURFACE EDGE ALTERNATE: � - - y .�� Pavement �'�t�rr�e�ertr�nr,� f� . H KEYCUT — TYPE B �. a w a ; ►� � ���r,'� � ► � � � BY: SHOULDER BACKING EDGE ALTERNATE. AC DIKE SLE. 1 20 DRAWN BY: Q . uc Ns : Mziq. in P veru t 1►t�l iftartatadon DATE: APR. 2008 TRANSVERSE KEYCUT q ° CA 59920 EXP.: 12-31-09 K ° REVISED: r... E. ��o PLAN sTa�s: P rlume Office 7s� tt 200 PAVEMENT PROJECT � ° TYPICAL KEYCUT DETAILS TYPICAL. SECTION NO. 2CROSS ►�"�►� (00)""M GUTTER SECTION FINAL PLANS Luis O 781-22 PROJECT NO. 060193 FOR CONSTRUCTION N STR U CTI�hI Sono�� �'� �` ©Ravw� NUMBER .. NTS NTS NTSCITY OF ATASCADERO + 6013 o f 11 x a.. E L R 0 A D REMOVE & REPLACE 4" AC DRIVEWAY (TYP.) PLACE AC DIKE { i INSTALL SHOULDER BACKING 0 { i > (TYP.) BEHIND NEW AC DIKE i � i � ! r �"°t" (� x-•�-x x--•• x----x—x—x--•x.,�,.x...,.., x......x x—x-...,.x•w-•X—x x---w x--�x—x-•--x---x---x— ---x---x-••-�•x� x—x t---_-- ----� ..�- "� ! x----x _x---x--x---x---x----x--x-- 00 J-......,...._.._.....................-,{ F— 62+00 rriI 61 +�oa rri 0® I 63+00 + 64+00 V) O . --r- W W INSTALL EDGE DRAIN • BEHIND AC DIKE. DAYLIGHT 3"0 L -j C DRAIN LINE THROUGH CURB FACE ( w ` J + TYPICAL SECTION NO. 1 DOWNSTREAM. MIN. 2.0% SLOPE , �� C) 0 TYPICAL SECTION NO. 2 FOR 3"0 DRAIN LINE. -��" -'--� �) C--x—x----x—x—x—x—x----x--x---x-•--x--x-•"-x---x----x--- x—x—x.•••--x—x—x---x--x-�--- xw--x--.x-- x--x--x--x---x—x-�--x--. O , < PLACE LOW AC DIKE I O15 TYPICAL SECTION NO. 1 ACROSS DRIVEWAY (TYP.) 6s EXISTING CURB & GUTTER REMOVE AC 0.1 , { SHOULDER BACKING (TYP.) � KEYCUT - TYPE A LONGITUDINAL KEYCUT PAVE AGAINST EX. AC FILL ADJUST GRADES , 4f3A1 i AC DIKE > TO DRAIN 0 1.0% SLOPE MIN. -- --; _x--x---x--x---x-- x .�. 13' x x x--X_ M op 1 1 M INTHIRmIffl6un——*0"**"" EXISTING PAVEMENT OR VALLEY GUTTER > � R 68+00 REMOVE AC 67+00 + ca M fff � � + t f�,.._.........•_..._._._._. •.. ._...._. ------- . , . ,� .� .� ., .� i`_` -- 0.13' FESs • I I --------------- --°-� `1 ~� �tiayasio�y�l KEYCUT -- TYPE B -j TRANSVERSE i ► FEATHER AC KEYCUT �,��,___��__(( � PAVE DRIVEWAY - i INTO EX. DITCH � Exp. p+C� 8 - 1-1/2 AC (TYP.) KEYCUT A (TYP.) P EVIL ,�. TYPICAL KEYCUT DETAILS AC DIKE � , ��gTfi '� ® j MAX. Of CA R NTS co r• .�;. a .•'•�; SHOULDER BACKING .. AC DIKE PER DETAIL SURFACE COURSE PLACE SHOULDER BACKING NEW AC TM ® N if 1 AFTER COMPLETION QF AC a co �., CONTRACTOR SHALL USE NO. 10 TO NO. 5® SAND. OF OVERLAY SECTION ijjfrj SURFACING " COMPACT BY FLOODING AT SIDES OF DRAIN & ' `""" ~—•-- OVERLAY EDGE TREATMENT VARIES PER 0.13' AC SURFACE COURSE EDGE TREATMENT VARIES PER ff%fff j� �*---3" MIN. Y :*.. MECHANICALLY COMPACT TOP. �, PLAN (SEE BELOW FOR (1/2" MAX. MED. AC) PLAN (SEE BELOW FOR DIMENSION 49s 12" ADS ADVANEDGE GEOCOMPOSITE DRAIN ALTERNATE TREATMENTS) ALTERNATE TREATMENTS) SCHEDULE MIN. •• H Y 0 141'14141 itic," 1" TYPICAL EDGE DRAIN INSTALLATIONDIGOUT & REPLACE 6" SEE SPECIFICATIONS 2"_3" 3,_O" FQR SHOULDER " " " NTS ...,w,,,,,� TO WIDEN SHOULDER EXIST. SURFACE 3 "' 4 —0 0.04 AC LEVELING COURSE —� 3' BACKING MATERIAL EX. PAVEMENT (3/8" MAX, MED. AC) TRUPAVE FABRICS ` ION SURFACE . _ SHOULDER BACKING DETAIL 11" SHOULDER BACKING MIDENED SHOULDER WIZAC D DETAIL NTS o " 5" " SURFACE COURSE OF DRIVEWAY TAPER LEVELING COURSE PER DETAIL WIDENED SHOULDER NTS 3 3 PAVING TO MATCH FLUSH TO EDGE OF KEYCUT W/AC DIKE PER DETAIL CD AC PAVEMENT TOP OF LOW AC DIKE I o PER PLAN lob. �I !, EX. PAVEMENT EX PAVEMENT 2" KEYCUT A EX. UNPAVED [-,*-3 MIN. SURFACE (SEE DETAIL) SURFACE SHOULDER EX. PAVEMENT • ¢� LOW AG DIKE @ DRIVEWAY EDGE ALTERNATE: SURFACE pRo�E�� ENGON�ER:JOSEPH L. RIRiE �,. �. Pavement Enzinee ing Inc, DEL RIO STA 59+00 TO 68+00 ATASCADERO, CA NTS 00, SHOULDER BACKING EDGE ALTERNATE: AC DIKE Civil Engves w MaTeAPPREDGE ALTERNATE: KEYCUT E = DRAWN BY; DKLCENSEaCA 052735 EXP.: 12-31-08 . irg in Pavement RehWi to ui DATE: APR. 2008 REVISED: : I PSN STATUS: lumw�ce (7V7)769 2008 PAVEMENT PROJECT 1 o TYPICAL SECTION O. 1 R� 11W Office r&V)�4W © ` PRELIMINARY PLANS PROJECT NO. 060193 o NTS Stn LUIS Obispo office (OW)781-2265 DRAWING NUMBER � a CITY OF ATASCADERO 0603 8 of 11 xa- aax.yu .suu .rn___ ___ - _ - r_ m _.___ _ _ _ __„_ _ __ --------- -------------- ___�e ______.___ �.m F -_-__---------__.. _----------- REMOVE & REPLACE 4" AC DRIVEWAY (TYP.) If f PLACE AC DIKE 5 786 5780 0 EYCUT A (TYP.) (TYP-) /5770 0 4885 583® + 0=:C= 000IIIIN own wing 00I Y"ll Li > < TYPICAL SECTION SAN JACINTO AVE. 10 11+00 12+00 NO. 1 z I — — -4- 13+00 14+00 15+0016- 0 0 KEYCUT B (TYP) t --j Lij Li z M rri tHil > 7 ew a -J - — ----- ------ ----- 5008 LLJ CONST. CITY STD. 423PALMA 5775/5777/5779 DRIVEWAY APPROACH 5985 PROJECT LIMITS 5783/5785 < ! f f f f f �> CONST. CITY STD. 418 CURB AND GUTTER AND CITY STD. 419 SIDEWALK FROM STA 11+84 TO 12+42. MATCH PALMA AVE EXISTING CURB GRADES if K CUT B (TYP) PR ECT LIMITS PLACE AC DIKE (TYP-) REMOVE & REPLACE 4" AC DRIVEWAY (TYP.) go TYPICAL SECTION SEE NOTE ♦ NO. 1 P NO. 2 (TYP.) AVE AGAINST EX. AC DIKE TREE TO BE REMOVED REMOVE SMALL 0 7 DIAMETER TREES 18+00 PLACE LOW AC DIKE �,A + 6" DIGOUT ACROSS DRIVEWAY (TYP.) 5660 5640 0 At!- 4 ............... CN 20+oo < . .` wow x- WON Fl SAN JACINTO AVIF- 21+00 Aip X, X X--� X, 000.0 _SHOULDER BACKING (TYP.) - /Ii — - -- x 070-0 1- LLJ 0 �) G 0 c� 0000 - 0-w 0-ww w_ 0- (�r CAP EX. AC DIKE x— X 0 crcr 0.- "`. \ ' 655 q 5661 KEYCUT B (TYP.) 5655 --j PROJECT LIMITS x LJ 00) PLACE LOW AC 5 SURFACE COURSE OF DRIVEWAY DIKE ACROSS 3 3" PAVING TO MATCH FLUSH TO DRIVEWAY (TYP.) AC PAVEMENT TOP OF LOW AC DIKE PER PLAN -7-7-7-7—' gr. ,Lax3" MIN. 00 8 LOW AC DIKE @ DRIVEWAY NTS so 69 do 11" PLACE SHOULDER BACKING EDGE TREATMENT VARIES PER 0.13" AC SURFACE COURSE EDGE TREATMENT VARIES PER 5" r" A NEW AC EXISTING CURB PLAN (SEE BELOW FOR (1/ SHOULDER BACKING SURFACING 2" MAX. MED. AC) PLAN (SEE BELOW FOR 3 3" AFTER COMPLETION Or AC OVERLAY & GUTTER ALTERNATE TREATMENTS) ALTERNATE TREATMENTS) AC DIKE PER DETAIL Y H c DIMENSION SURFACE COURSE OF OVERLAY SECTION •ccs '`. REDUCE o-- $* REMOVE AC 0.13, 3 MIN. H y 0 19-0" KEYCUT TYPE A 0.04" AC LEVELING COURSE 1"-2" 2 SEE SPECIFICATIONS 2"-3" 3 (3/8" MAX. MED. AC) -0" LONGITUDINAL KEYCUT EX. PAVEMENT TRUPAVE FABRIC FOR SHOULDER EXIST. SURFACE Y-42s 4* SURFACE BACKING MATERIAL SHOULDER BACKING DIGOUT & REPLACE e TAPER LEVELING COURSE PER DETAIL WIDENED SHOULDER TO WIDEN SHOULDER SHOULDER BACKING DETAIL 0 EDGE OF KEYCUT W/AC DIKE PER DETAIL 32 NTS rn so 0 EXISTING PAVEMENT cOR VALLEY GUTTER GRAPHIC SCALE REMOVE AC WIDENED SHOULDER W AC DIKE DETAIL 0 - - -20 40 V NTS SCALE: 1 INCH 20 FEET EX. PAVEMENT EX. PAVEMENT KEYCUT A EX. UNPAVED SURFACE (SEE DETAIL) SURFACE SHOULDER EX. PAVEMENT 0.13 g0FESS/0* 3 EDGE ALTERNATE: SURFACE W�ANo PROJECT ENGINEER:JEFFREY A. VAN DEN EIKHOF 2 Pavement Enzineering Inc. SAN JACINTO — STA 10+00 TO 22+00 ATASCADERO, CA 00 KEYCUT TYPE B SHOULDER BACKING EDGE ALTERNATE: AC DIKE EDGE ALTERNATE.,-- KEYCUT Civil fingnmrs * k6terhis Tesft SCALE: 20' APP BY: DRAWN BY; C 59 LICENSE:CA 59920 EXP.: 12-31-09 No� 9�0 - JAV TRANSVERSE KEYCUT --n Sp IkWh in Pawemwt RehWfifttfon to Exp. DATE: APR. 2008 REVISED: PLAN STATUS: Pewums Office (707)769-5= 2008 PAVEMENT PROJECT TYPIC AL SECTION NO. 1 civit OFCAU� Redding Office (530)2244535 PROJECT NO. 060319 NTS FINAL PLANS TYPICAL KEYCUT DETAILS San Luis Obispo Office (W5)781-ZM DRAWING NUMBER so NTS FOR CONSTRUCTION = CITY OF ATASCADERO s- 060193 9 of 11 ------------------- ----------------------------- --------- ---------- t EXISTING OAK TREE TO BE REMOVED CONSTRUCT CLASS 2 BASE DRIVEWAY APRON (95% COMPACTION) EXISTING OAK TREE SHOULDER TO BE REMOVED BACKING (TYP.) PLACE Low AC DIKE SE ENLARGEMENT ACROSS DRIVEWAY (� . (TYP.) SHEET 11 SAN JACINTO AVE -- STA 23+60 \ 6" DIGOUT (TYP.) FRESNO AVE - STA 10+00 0 - - o -- 983 - - 982 -_ -- soma, o 00 1--.- C) I ..\. woo + + C\V + + + + 0100 wow ~-- + g + MATCH GRADE j DRA* Sao �, ACROSS DRIVEWAY �` PLACE AC DIKE Lije r o ( , l KEYCUT,,B*"(TYP) 972. _ w/SHOULDER -J 3 BACKING-5-r P. 1 x -71 S645 970 to 969 N PRESANN 5 0PROJECT LI TYPICAL SECTION NO. 1 PLACE AC ��.,„� � DIKE (TYP.) /;ZN 0A � MATCH �~-- REMOVE & REPLACE VARY CROSSFALL FROM 2% TO 0% THROUGH e 964.$1 �� 4" AC DRIVEWAY INTERSECTION IN EASTBOUND LANEVQ_/rfa-jf `�- J 1 ° 5585 _. M 5 557 5 woo MONO wow MATCH o `._..'�.-� � 558 �° �., - -�- woo .� 977.05 EP ' 9.5" REMOVE AND REPLACE MA CH 97 .50 EP P OJECT LIMITS •, L4jQ:�7 `-.. FRESNO CL SAN JACINTO CL HORIZ. SCALE: 1 " = 20' HORIZ. SCALE: 1 " 20' VERT. SCALE: 1 " = 5' VERT. SCALE: 1 " = 5' STATION RANG: 9+90 TO 11 +00 STATION RANGE: 23+00 TO 26+54 STATION STATION 9+9010 00 11+00 23--00 24 00 25 00 26 00 26 54 985. 85.0 985.0- 85.0 LOW PT STA: 26+00.0000 ♦ s 980. w---' 8®.® 980. --�--- PVIS. 23+00.00 : 1,20 �g PVIE: 977.34 LVC: 50.00 80.0 ,,,,. 010 Ui 0 • Q + o) + Ui to 13' 975. 75.0 975. _ FINISH- Uj .. 75.0 Com" 4 EXISTING PAVEMENT I,_ AT CENTERLI E OR VALLEY GUTTER < REMOVE AC EASI BOUND LANE W z EXIST NG GRADE 970• 70.0 970• AT C NTERUNE 14070.0 ®.13 .. .....-W...., --1.04% KEYCUT -- TYPE B fi5.0 965. 65.0 � �„ 965. . in TRANSVERSE KEYCUT v c TYPICAL KEYCUT DETAILS ! NTS 960. 60.0 960. '0.0 9+90104-00 11100 2; 00 24100 25 00 26-r00 26157 v C- 00 00 00 CDC. 00 00 20 00 00 00 00 W W W W W W W W W W W W Li! �/^� �1r� C 'lA' C_'3 t o �O y�C.D� [�`A1' CSS t� 00 N, t'''? �,,,. 00 N C7 i`� +{�3=w' � ,yj C, C:� {'.' f d 0 - �+a O rte' I W • � M ♦ M_ •M� ° NOTE: CONTRACTOR SHALL PROVIDE A MINIMUM 9-°1/2 SECTION TO t LO 'n . L_ w • It • cU • r, rr, �`_' ( ; �' `n , "� N N r.' �-- © © �' cry "� °° r,' �` `o �' `¢ `� Ui � MATCH PROPOSED CENTERLINE FINISHED GRADE r�- U-) r r, oo n r' r- �`` � �~- �'` `° rn � co (0 {° rn `° (0 co rn to c`a'n rn cr, cn c) cn rn M �' m o� rn cn en t� cn rn to cn V EDGE TREATMENT VARIES PER EDGE TREATMENT VARIES PER v PLAN (SEE BELOW FOR PLAN (SEE BELOW FOR ALTERNATE TREATMENTS) 1--1/2" SURFACE COURSE ALTERNATE TREATMENTS) PLACE SHOULDER BACKING NEW AC AFTER COMPLETION OF AC OVERLAY 11 4 ' - 2% 2% SURFACING y SURFACE COURSE OF DRIVEWAY .� o` D I M E N S I O N 3 3" PAVING TO MATCH FLUSH TO to SCHEDULE AC PAVEMENT TOP OF LOW AC DIKE "` - "'--� 11�' :�, .._ H Y PER PLAN I J 2 INTERMEDIATE COURSE / .a rear 6" BASE COURSE �, i` 3„ 5" 3" \\T \\\ 0 1 1 ° SHOULDER BACKING 109-2$9 2�--°" " ® ` --- SEE SPECIFICATIONS 2"-3" 3 -�0 M SHOULDER BACKING AC DIKE PER DETAIL 2 " FOR SHOULDER � -4 �. -v �- --� MIN. GRAPHIC SCALE PER DETAIL WIDENED SHOULDER SURFACE COURSE BACKING MATERIAL- EXIST. SURFACE o OF OVERLAY SECTION ,,�iiti. 0 20 40 W/AC DIKE PER DETAIL w ir�i•ice_ '` ~-----....._..�..� �' ',�%�'�� I- -- " MIN. - LOW AC DIKE @ DRIVEWAY SCALE: 1 INCH = 20 FE -`�----� ' �'•' SHOULDER PACKING DETAIL NTS � --- . „ NTS .,. v EX. PAVEMENT /EX. UNPAVED FES w SURFACE SHOULDER EX. PAVEMENT " a,P•VAN O, �. oy �Ro.��cr �Ncia��R:JEFFREY A. SAN DEN EIKHO :�s'�'��.'n�'�'I�� Engineering nE'��'�f"�'g Inc.®IGouT & REPLACE s g SAN JACINTO �- STA 22+00 T® 27+50 ATASCADERO, CA C" SURFACES �, # " . TO WIDEN SHOULDER Civil Engineers Materials Testing SCALE: 1 _ 20 APP eY DRAWN BY: JAV EDGE ALTERNATE: 3, EX o.�C � NSE:CA 59920 EXP.: 12-•-31-09 . . 92 � eda/izing in Pavement Rehabilitation n DATE: APR. 2008 r REVISED: o SHOULDER BACKING EDGE ALTERNATE: AC DIKE �- P 3I CIVIL t, �" PLAN STATUS: Petaluma Offlce (7011769-5330 2008 PAVEMENT PROJECT fipFCAl1�4 Redding Office (WO),22 SHOULDER W A C DIKE DETAIL ,-- FINAL PLANS San Luis Obis o Office 805 78fi2265PROJECT NO. ,�� '� I �E E® �.�....__-. � t 1 DRAWING NUMBER REMOVE REPLACE 1 2 AC NTS -- FOR CONSTRUCTION CITY OE ATASCADERO oso NTS x 0- 1 3 10 of 9 i -------------- s EDGE TREATMENT VARIES PER 0.13' AC SURFACE COURSE EDGE TREATMENT VARIES PER PLAN (SEE BELOW FOR (1/2" MAX. MED. AC) PLAN (SEE BELOW FOR # ALTERNATE TREATMENTS) ALTERNATE TREATMENTS)0i FLARED END SECTION J � J 0.04' AC LEVELING COURSE """ --. 1 6"x12" / EX. PAVEMENT (3/8" MAX. MED. AC) TRUPAVE FABRIC �� / RIP—RAP SURFACE .- w TAPER LEVELING COURSE SHOULDER BACKING WIDENED SHOULDER PER DETAIL PLACE AC 0 EDGE OF KEYCUT W/AC DIKE PER DETAIL � DIKE (TYP) 4" DIGOUT KEYCUT B (TYP.) �r r-- (TYP.) PROJECT LIMITS Ld EX. PAVEMENT KEYCUT A EX. PAVEMENT EX. UNPAVED -- , .._. .. _ . . . . .._. , —0 A*A - --� SURFACE (SEE DETAIL) SURFACE SHOULDER 6 ��,� , EX. PAVEMENT ,s.d,�' r.> SURFACEPLAN VIEW EDGE ALTERNATE: 1. J 28+0o SAN JACINTO AVE. 29+00 30+001 EDGE ALTERNATE. KEYCUT SHOULDER BACKING EDGE ALTERNATE: AC DIKE 3' ow own 5' USGEOTEXTILE _j Lli FABRIC FLARED END SECTION TYPICAL SECTION NO, 1 PER CALTRANS STD NTS PLAN D94A 6"x 12" < RIP—RAP SHOULDER TRIM BUSHES 3' BEYOND BACKING (TYP.) EDGE OF PAVEMENT --• - jl � II SEE PLAN FOR PIPE TYPE & SIZE BURY 6" MIN. FABRIC 0 ALL EDGES (TYP.) SECTION A—A RIP- RAP OUTFALL DETAIL NTS \ REMOVE & REPLACE AC DIKE f `ALY/ �� OVER WIDENED SHOULDER (TYP.) ,.- STORM DRAIN PROFILE INSTALL CITY STD. NO. 502 .-' HORIZ. SCALE: 1 " = 20' /INSTALL RURAL DRAINA INLET 0 GRATE ELEV 965.80 s" FL OUT = 9x3.24 VERT. SCALE: 1 " = 4' CITY STD. 503 ' GRATE ELEV60 �,.- 18 :62.. FL IN (E) 9 j --- .- --0 25 0+00 STATION 0+99 18 FL OUT (S) - 962.7 , ' 970. 70.0 AC DIKE .� t~� r ACROSS DRIVEWAY �°' �' _ -' .�-':� CONST. DRAINAGE INLET . -• CITY STD. NO. 502 GRADE EXISTING ,.� GRATE ELEV 965.80 GROUND TO INLET 18" LO I QQ4 RE AOVE EXISTING CMP ` REMOVE & REPLACE 4" AC i (PAVE FLUSH TO TOP OF --- J LOW DIKE) , iTt -- -- -- �� . .------- -- -- -- ., z 0 J REMOVE & REPLACE 9--1/2 �,„� AC (SLOPE O DRAIN 14 j4.0ro > 4Af _... liaiL ; { Aff38 L.F. OF 18" HDPE 1. aI ME } O 3 mill /gggs 11 1 11Mail � 1 g HDPE C0 1.0 a N KEYCUT B /r �" C 0 NSS T. RURAL DRAINAGE INLET N (TYP.) CITY STD. NO. 503 DRAT ELEV = 965.60 18 FL 0 T = 962. 18 L IN = 962.89 30 -� .� .. 18 L OUT =� 962.79 .� � -�'.� �, I ___960.0 960. � � r ti q 13 REMOVE & REPLACE AREA EXIST. STRUCTURE, .-- ® \ CONCRETE OR -� 'N0 c PAVEMENT " AC Exp. 1-�-1/2 SURFACE COURSE / EXISTING PAVEMENT � CONSTRUCT RIP RAP \\ .� ' � �, ��1 2 OR VALLEY GUTTER vl OUTFALL �, CIVIL\ �� �- REMOVE AC SAWCUT EXIST INTERSECTION C E"'IAIL 1 �» � � � TACK��TSA& 5" „ VERTICAL EDGES2" INTERMEDIATE COURSE ---0.13' o SCALE:.. ',�^ �0 3,: 3 SHOULDER BACKING -- \—\6" BASE COURSE KEYCUT "' TYPE 8 0 AC DIKE PER DETAIL COMPACT SUBGRADE . SURFACE COURSETRANSVERSE KEYCUT PLACE SHOULDER BACKING OF OVERLAY SECTION—\ TO 95% R.C. AFTER COMPLETION OF AC NEW AC " REMOVE p �-+ �sSURFACING OVERLAY ,,l w 3 MIN. & REPLACE 9 - 1 /2 A C 1 ' Y H NTS TYP I GAL. KEYCUT D--------- DIMENSION �.; a 5" SURFACE COURSE OF DRIVEWAY SCHEDULE N NTS M a 3 3 PAVING TO MATCH FLUSH TO H C AC PAVEMENT TOP OF LOW AC DIKE a;�. w'�•° !' 99 " " v PER PLAN Ogg-1" 1,--0" PROJECT ENGINEER: L. RIRIE �, vt� Engineering Inc. AN JACINTO �- ST 27+50 TOO+ �r 1 O ATASCADERO, CA o / 1 - 2 29-0" DIGOUT. & REPLACE 6 r +Or' r?► SEE SPECIFICATIONS 2"--3" 3'_0" TO WIDEN SHOULDER • Caryl rs *A+fa�ia/s T �� -� � APP E BY: . v 3""" 4so 4'-0" UCENSE:CA C52735 EXP•z 12--31--08 . r . . m � FOR SHOULDER SCaUr• 1 -. 20 arzAwN ter: JAV 'g BACKING MATERIAL EXIST. SURFACE 3 $j�zeg�n P.ave�naretrr>� teaf►tavn DATE: APR. 20C18 REVISED; MI a. 2 �3" MIN. PUN STATUS: f �T iume Ofte (70 LOO PAVEMENT-N PROJECT to Redding Office (530)22�� PROJECT N O. 060193 t SHOULDERBACKING DETAIL PRELIMINARY PLANS L AC DIKE DRIVEWAYWI ENE S OULDER W AC DIKE DETAIL San Luis Obispo Office (805) 2265 NTS NTS NTS CITY OF ATAS CA D E R 4so1NG w� eof 11 x� -m __.__________-____