Loading...
HomeMy WebLinkAbout1999 - Portola Road f J fl t 1 j Jj� J dl rad r .- 4 fy JI ; t A,�r , IN f T O I ( ! E 4"of J✓ 1� `"",",,,.,,e'`1I� \ti tt�� q ! ,3 4 ,..."..-•� 1'f ,r1Y ,fJ/- f'`,'"'. N,9 y 'TO . ff r„N ,, e; a"' 3}g •tia': ::'7w' `"`s �v, ""*:.~7 fA-:d 'y+,.�. d /� A * EMA } /y .♦ t '41 k yr f�" �5- ��,�� �t wa�� ''iia �� �.f✓ .,_:..- �� ��y,��--^. � R�5` . �f•`` ;l� '�`t` x f.r. � �ztt `�`�y '"�:��/� ��„f.. ffsr,a b.� 'q, �,' S •t' y�'"., ��. 'rf,.. `, ;rr.. «r.....y •,4:'r z a a :s.:,.. s ,: a '✓F a -.:,. 1 n jtl �•i.._ •''.Zti Ats"` t y, a b t y""r ,,St,:t,:{,: .3.r`r"; &�cer,�r°s:..,,. a=,.°.'.``,`{ "�`:�+',<,�rie.°s� ,r.'�,„,a,•.. xr',?"av,;'.•s;,y_+_.', t�x',>,x:s;: a ,'$.'�'.g `\1";•,..:. 11i1,. 11j,,ry `":le.•+,t'3. itsu ^..•,e..`s•:j� v _ 'k... S� +"`y'A`.C,mS`ITY vS� lir C,P p." ALL/ ' ddd jf ETA y RCIJCT^r t :• .." F x`J�,n3 z9 •ttu, •` ��" SITE SACRAMENTO RA 0 O NDEO §, PORA SAN FRANCISCO • l i ` OF �"wely� 'R':��" ��... �'"q. � �'. 97 4 'h1. .F.: :'+/ ir, MONTEREY ,�. .s, '1 � ✓TM �_.../ 11 l./ f ✓ /�I J1 h 1 II t) '' > �' �4` YF� O,, f,."f�-`�/ / tt tS if \.. '+:• ( r` ,l \` 'i "'1tf s� 1 '`tl,,,,`,,. `j' /`j !`tf AFF ..i i-'''"''. ,..O,;s 'y;•,„ y^ .. t x'j f l°,./r",'+'°' ;+F /P !t is ATASCADERO �_, it s SAN LUIS OBISPO ,� .��,,_ r �, Tq �4 �:;�,���; '� ,�., •, ,,.�'' ,�' • LOS ANGELESif d J }.f•'t r "\.. _„ P `f`� t 3 1+� 'z}3 i i `* # if SAN DIEGO ; o . - r 01 VICINITY MAPi NO SCALE COUNTY OF SAN LUIS OBISPO , LOCATION MAP STATE OF CALIFORNIA NO SCALE SYMBOLS LEGEND ABBREVIATIONS O TMH EXISTING TELEPHONE MANHOLE AB AGGREGATE BASE O SSMH EXISTING SANITARY SEWER MANHOLE AC ASPHALT CONCRETE O SDMH EXISTING STORM DRAIN MANHOLE BCR BEGIN CURB RETURN o 01 EXISTING STORM DRAIN INLET/CATCH BASIN CL CENTERLINE ❑ wM EXISTING WATER METER CMP CORRUGATED METAL PIPE ❑ Me EXISTING MAIL BOX CONC CONCRETE GENERAL NOIE5 `��� � � IND � ❑PGE EXISTING PGE BOX CONST CONSTRUCT ❑ TEL EXISTING TELEPHONE PEDESTAL OR VAULT CPP CORRUGATED POLYETHYLENE PIPE I. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING UTILITY SERVICES AND APPURTENANCES TITLE SHEET DG DECOMPOSED GRANITE (GAS, WATER, TELEPHONE, ELECTRIC, CABLE) WITHIN THE AREA OF WORK. UTILITY SERVICES SHALL REMAIN IN 1. 0 wv EXISTING WATER VALVE DI DRAIN INLET SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER AND THE PREPARED �CUSTOMER. WATER SERVICES WHICH INTERFERE WITH THE WORK SHOWN ON THESE PLANS SHALL BE2. PORTOLA ROAD STA 1+00 TO STA 26+50 O JP EXISTING JOINT POLE DWY DRIVEWAY RELOCATED BY THE CONTRACTOR. OTHER UTILITY SERVICES SHALL BE RELOCATED BY THE UTILITY OWNER. O TP EXISTING TELEPHONE POLE ECR END CURB RETURN 0 TP T R p EG EXISTING GRADE 2• THE CONTRACTOR SHALL RELOCATE OR PROTECT IN—PLACE ALL EXISTING FIRE HYDRANTS AND APPURTENANCES WITHIN 3. PORTOLA ROAD STA 26+50 TO STA 52+50 EXISTING OWE OLE THE AREA OF WORK. FIRE HYDRANTS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHER— •MP EXISTING METER POLE EP EDGE OF PAVEMENT WISE APPROVED BY THE CITY FIRE THESE PLANS SHALL BE RELOCATED MARSHAL. FIRE THE CONTRACTOR.ANTS WHICH INTERFERE WITH THE WORK SHOWN ON NORTH COAST ENGINEERING INC. 4. PORTOLA ROAD STA 52-+-50 TO STA �6+50 c ® Gv EXISTING GAS VALVE EXIST EXISTING 725 Creston Rd Suite 8, Poco Robles, 239-3)27 FG FINISH GRADE 3. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN PLACE ALL EXISTING FENCES AND APPURTENANCES WITHIN �----- EXISTING GUY WIRE THE AREA OF WORK. THE RELOCATION OF FENCES WHICH CONTAIN ANIMALS SHALL BE COORDINATED WITH THE OWNERS. 5. DETAILS, CITY STANDARD DRAWINGS FL FLOWLINE rn FH EXISTING FIRE HYDRANT GB GRADE BREAK 4. CONSTRUCT SMOOTH TRANSITIONS AT ALL EXISTING DRIVEWAY APPROACHES AND INTERSECTIONS. 0 - - -w- - - EXISTING WATER GV GAS VALVE c:) -- _ -G-- - - EXISTING GAS5. COMPACTION - AGGREGATE BASE SHALL BE COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95 PERCENT. 0.jHP HINGE POINT THE UPPER 12 INCHES OF SUBGRADE SHALL BE SCARIFIED AND RE-COMPACTED TO A RELATIVE DENSITY OF NOT - - -T- - - EXISTING TELEPHONE LESS THAN 95 PERCENT. IMPORTED BORROW (DECOMPOSED GRANITE) FOR SHOULDERS SHALL BE COMPACTED TO b 0-j INT INTERSECTION A RELATIVE DENSITY OF NOT LESS THAN 90 PERCENT. - -�- - EXISTING EDGE OF PAVEMENT {NV INVERT BID No. 9 �; --u- EXISTING SIGN LT LEFT x x EXISTING FENCE NTS NOT TO SCALE X TREE TO BE REMOVED OC ON CENTER —-- RIGHT-OF-WAY PC POINT OF CURVATURE - -- PROPERTY LINE PT POINT OF TANGENCY BRADY D. CHERRY COMMUNITY SERVICES DIRECTOR DATE u, >_ CONSTRUCT 2:1 SLOPE UON PVMT PAVEMENT Lo 14 CONSTRUCT PER DETAIL 16, SHEET 14 RSP ROCK SLOPE PROTECTION QFESS�Q 0? RT RIGHT F�p u') 3.— — — SAWCUT PAVEMENT R/W RIGHT OF WAY ,� SYS —X—X— STA STATION CONSTRUCT TREE PROTECTION FENCE TC TOP OF CURB 29743 U- TP TOP OF PAVEMENT '� * Exp. 3/31/03 TYP TYPICAL STEVEN J. SYLV ER 29743 EXP. 3/31/03 DATE co UON UNLESS OTHERWISE NOTED CITY ENGINEER r. WV WATER VALVE Q M CN W/ WITH CD W/O WITHOUT SHEET 1' OF 5 o NORTH COAST ENGINEERING INC. copyright © 1999 / STA 5+00 ARDILLA AVENUE INSTALL C18 "ROAD CONSTRUCTION AHEAD" AND C13 "END CONSTRUCTION" SIGN s Ac T xCIO, IP-6 °o 40 80 s 'AZ 1 =40: LIMIT OF AC OVERLAY SCALE a O CONFORM F PAINT TRAFFIC STRIPE, 0O DETAIL 21 EXIST o r� STA 1+00 TO STA 14+00 BLOCK WALL EXIST AC DIKE. , � �. INSTALL OBJECT MARKER, TYPE P (RT) H q/,C k,;,. R ��ry[ C14 (} 1 01 o CONST TREE PROTECTION FENCE Q PP 34 O Z W V » Q ti w 5 F' r 36 nQ PP ¢ E r- w n i Q `v B + i�lJvf ( � OAK � ;�' � W'I�A o PF � ..,,........ ,........,. WM PP z4'�rREE , s . > 0 .. � N q^7 �p� �^ry r �� 2fl i/ 5� YY 1'+00 w ....- \��348.60 __ 9+flfl 11 _.w.. 1 C?+0 N 2.1 22 W 11+ 713.1© 6 1 ,. ,,-�- d �r Ca 12-�-t7C} 13+OBJ 5 4 —Ij --- -}' - - s I ,...�. we / f f 3 d Q / 4 4 Q - -•- -'^ `` I�hi I fi f!' Wiv, w a TREE TREE r / l"'P -.._.:. -~.'"""".rM.�._,,.-- ...----�^^^,,,,. » t3"PINE ... 4. .,.,.��,... �.+ r F''`� { C`1 �.�p^y � �- .�;� �.:.:: .� � ..n... ._ ) f , t�Fn' � ��pp� I .• )! +fl0 :r-w U f? __ . 7 X----- ^lS+ '"s +.r•..mow4 YY 79b> 0(/ A.. __-_- -•----- ---"_ N 27-49'5f' �'�--0 '" .--"..r`�� 8 � � PINE ,�,,,...,..,...� � V � � i� � TREE ' ,..., :- '"""" 3 PD 9r, C �r l�lir9 1t PI GM 2+00 � VI/l�/I � Of 2+00 _-_--- •� ` ` q �X/STING CC�fVC _� r TREE I p \( f� q 'XIS`l" ROCK WALL ..� � Q � C:�C�� � ca 3 y P Q 418 ca CROSS GUTTER 11 I , d r v 1N i Ivl Q 7 C� x ,:. -. --"--""x 5 q U CONST AC DIKE PER c, o ` q�' 2 © z o 8 V PP '.,"^ �' v Q N RjW �in 1 (TYP) o v o + 0 ''NM WOW � iso EXIST ROCK PLANTER GUTTER EXIST CONC ¢ EXIST EP STAIRS I .- LIMIT OF AC OVERLAY < > CONFORM < Ar lk P R T/ s LAR A 0 um` / EG 3, EXIST DRAIN INLET CONSTRUCT CONCRETE 502 --- WING TRANSITION PER 5 EXIST AC DIKE — "" 2" AC OVERLAY (UON) �x 2 � I FG EXIST AC � 6" DG EXIST AC DIKE 1 GRADING DETAIL_ �- DRAIN INLET A011j"'R(OM A STA 1+00 TO STA 3+40 a B NTS 0 NTS 0O ®U <0 it 14 PROTECTION FENCING o v-Z +00 W � PAINT TRAFFIC STRIPE, w m R jW INSTALL OBJECT MARKER, TYPE P (RT) L 21 ST'A�14+00 TO STA 26+50 EXI S T EP - �: iz Q o v a ca W l © v Q Q Q " W q x ,__. x _.. _. _M __ . _ ¢ oo N oo its {NV� Q P , 0 m x �_ x x „ x _.._r x �. _. ; .w..., __ x A._ PP� I lvl as o PP N ....:...� x _ x _ x _ x _ x � _ x - x . _ x x x -- x ?. w _ . x _ x rrr wry. rrrwrwrrrer rr ow.in rr�r rr eree.rr ewe eweo err rwoe. erur rr Drew rrr w o� .--.w��. e.wur wrrw . x x _ _ x _ - _ x _�� x __ x x x _ x x _ _ PP ,A38„ 1 "OAK i. /0AK T , ..... - .... r.�Prrerrr..rrer `—x e.-x--x x--x--x-- .... '' PP w .� r w ,� i f F r rr r r s a e 15 0 16 00 17+ 1 ,} , 11 1, + N 1 2 W` +C} 71 0 + Ofl S fl0 1 + 2 2 3 N 21 11 W 9 00 + 1+ + �- 4+' 4 OD 22 94. 0 00 2 fl0 2 N 11 W 23 Ofl 2 0 25+00 26+ 30 2 2 2 3 52 992.32 Q 2 + _ Q f 11 m PP 24�"OAK I�m 0 TREE PP �l Ism ''� PPpp S __ x - __ _ _. _ Wm PP C� ...eMe ®.® ..... ...,. „_ ..� e.,, x _ x I✓9 CJ _... —— ,�., PP ..r.... '� Imo•� r .errr.rrer , ..,.� .,....,.......,.�... _,.....................e... .. 4 Wm wm 5 TYP ON t ( __ IX .._ � ...._ a (2) t 8 �, o ALL AC DWY'S It�I '' " a o c� W p d Q © OAKS 4 Q ca 1` r, + eU CJ PP V � � Q Q O N U Q Q Q '� CJ U U Q � �- 'q- RjW � �, 5 0 XIS EP (TYP) LON �- :,f� Q-J 1 J L� cr0 a� 00 � 0 d C 000 NZ CT) + C35 c� CLI Cu 0 20' 40' 80' 4. � � i�■mr®�Cu P 0 T 1 00" L A R A D SCALE: 1"=40$ Cn Cu REvlsloNs CITY ATASCADER0co QRC ESSIp,��� N0. BY DATE DESCRIPTION cr)c NOR COAST ENGINEERING INC. e- ,. sy PORTOLA ROAD OVERLAY PROJECT �, �� ow CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT �^ 29743 PORTOLA R 725 Creston Rd. --- suite B Exp- 3/31/03 * STA. 1 +00 To 26+50 LD Paso Robles, CA 93446 DATE (805) 239--3127 CIV1� �P - DA TEVEN J. SYI,.VES . 29743 EXP. 3 31 03 DATE CD (805) 9 2 7--86 51 � CALIF DESIGNED BY: DRAWN BY: CHECKED BY: NU ER SCALE: r SHEET: CD JBN CAC 97-158 1 = 40 2 pF 5 CC i NORTH COAST ENGINEERING INC. copyright p 1999 cn STA 5+00± SANTA LUCIA ROAD INSTALL C18 "ROAD CONSTRUCTION AHEAD" AND C13 "END CONSTRUCTION" SIGN F C) LIMIT OF AC OVERLAY PAINT TRAFFIC STRIPE, CONFORM DETAIL 21 " J STA 26+50 TO STA 31+25 / N 7�+ I-- R/W PAINT 12 LIMIT LINE V"1 EXIST EP ¢' wL_Z PAINT TRAFFIC STRIPE1 AND "STOP" PAVEMENT �.� o,°` Q EXIST EP o R/W DETAIL 21 'MARKING (TYP) IN G STA 31+70 TO STA 39+50 x x x x x x x x x x x x x x x x x x x x x x x x � �� 5MHO PP PP T� I 'i®`" � TEL❑ PTT❑TEL �P r �..,._ .,..,,. o �'7 f r a-, r l `.� + 29 flfl 30 00' 31 _flfl + W 2 ?+06 $ OC?' 32 OO M v N V1l 47 7 � cr N 21 13 52 W 992 32 1 1 52 2 fl + >.. _ REMOVE EXI T AC DIKE. 2 � 0 ❑ ^ V o f' ,, Q WM i _ i t o i i ) r' —1 ❑ I i i U i, a O Z i r.. / It WV . J Q P O V D 36+630 '� .... wM PP Opp ❑ Ppb W REMOVE EXIST AC DIKE ❑ �` ----- ``` �-�- ° MB ► ...... —MB ❑ M ❑ ---- `""` ---__e'/ ` 'w -- fes" - --.�."..,.,""~.,,- �, c' C+- .�.., ❑ -- "--- - ._..,,� 37+00 - _ ""` ---�. ..- WM .,.. WM WM wM wM FH wM MB MB O s39. 0 -- ❑ ~ © 4 wM ... 38+pa; ` " = -- _ OP-P---) ca 4 ».,r..,�,,,` PP _� c' v v I~ 5 Q o 5 `' �,'Q © 5 WM -- ❑ MB -, _.." - EXIST EP "� ¢ a <c o o Off` Q n d b C) -- ---- _ -- - 39+Op Aft+ o a N J tr �p`V� G� , v°7i v ().�) 2 r 4 a ..,. P M8❑ INM❑ -- _ _" :. --- --. -- .. .L: R/W Opp O® I ' N EXIST EP GM ........, MB❑ a CONST AC DIKE PER 418 31+42.22 PORTOLA ROAD N 5 10+00.00 SANTA LUCIA ROAD " z 00 z m R/W ca STA 15+00± SANTA LUCIA ROAD INSTALL C18 "ROAD CONSTRUCTION AHEAD" AND C13 "END CONSTRUCTION" SIGN LIMIT OF AC OVERLAY i+� CONFORM 0 20' 40 80 SCALE: 1"=40" P 00"' R T 00""'L A R 0 A D C) Y+ + h � O O O � a U U 0 Ga 0 iC1 m0 PP M PP �.�" a .-- 52+00 -•i ca WM ' /t! '`" PP 'yr,,. ;, ,REDWOOD o wM r G�7'$2„ Z h '�-- 4' �-- PP a INSTALL OBJECT MARKER, TYPE P (RT) wM -- ---� --''� +' -y--' _--- WV 00 © '` ~`" WM o � ai AT PAINT TRAFFIC STRIPE, n -- 0' - - MB(2)00 00 4� PP �' PPO `'� MA DETAIL 21 r .44 Ae � � ? � R-955,00'0 STA 39+50 TO STA 52+50 '" � wti/ r � -- �� " ~ � � 1"11 -..- . 42 00 1j EXIST EP R/Vy L=541.71' © ❑ ,--M' rook -' '' ❑ ,,,,,,,,. '"`•., 1``- IMM ca I,yM GM ..- - t� .--"" MB -■1 W PP Q a CONST TREE �' ❑❑ ---'' 4-I°30'59� "'" �'�..--�' ❑ n . DATA `r' «P► e... - 24 �- PROTECTION N -'''' MB PP o •. -.:,, OA - o q FENCING : r 7 k00 0=34°10'00" wv 00 0 „', x ---.....- x -,- _ � v c� WM ,/ .,, r WM o R=955.00 ® x Q o ¢ �.. �-�` a A- L=559.49' t- 2 •� Q17'``�` --..` -- X � x 4 c.' 72" Q _.-- .. z01 5 (TYP) FHb' PP - ❑WM PP ^ Q 48 OAK WM c•, "•'"• - �. --- ❑ w EXIST EP -- - _ 44+00 - PP GM❑❑ x Q "�— OAK �'"`� ....-- �� �--.- - ` 48+00 ❑ r �i art r TREES y ---�- � WNI err t` � ��,,� -17r ,. MB(3P c� 4"\ -iX—* "' ------ 46+00 W 24 "-1--- OAK -�- --- ."" '---"- �� �.�- --~� '..- �� x ' l --- B° Me❑ ❑❑❑ M8(3) wM wmrn CD REMOVE TREES, / v `� I LO 2 EA o Q LO © 0 4 c� 5 Q rll rn cv Ar 0 20' 40' 80' pww'h T L R 0At� SCALE: 1"=40' REVISIONS CITY OF ATASCADERO In O QRpFESSIQN,�� N0. BY DATE DESCRIPTION NOR TH COAST ENGINEERING INC, � - ,. SY F MIN11rF�, r, POIRTtLla1 ROAD OVERLAY PROJECT CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENTCL -' 29743ro = 1 PORTOLA A 725 Creston Rd. -- Suite B Exp. 3/31/03 . STA 26+50 TO STA 52+50 CD TE Paso Rodes, CA 93446 °A r l Z Z �7 TM (805) 239--312/ S'�� C'v'�. Q ��P PATE 'STEVEN J. SY TER R.C.E. 29743 EXP. 3 31 03�D�TE� c (805) 927-8651 � C�+L�F DESIGNED BY: DRA BY: CHECKED BY: JOB NUMBER SCALE: SHEET. JBN CAG 97158 1" = 40 3 OF 5 CL NORTH COAST ENGINEERING INC. copyright p 1999 cn cn L STA 15+00 SAN MARCOS RD 3 INSTALL C18 "ROAD CONSTRUCTION AHEAD" EXIST 10" 5 STA 5+00 SAN CLEMENTE RD AND C13 "END CONSTRUCTION" SIGN w cti ca HP GAS LINE a INSTALL C18 "ROAD CONSTRUCTION AHEAD" v 4 �- o Q 24" TREE© r EXIST ' AND C13 "END CONSTRUCTION" SIGN „ R/W N 51'54 52 W W N Opp cV © -A 8 20 PAINT TRAFFIC STRIPE, t4 -"ft V_ PAINT 12" LIMIT LINE AND DETAIL 21 PAINT TRAFFIC STRIPE, k "STOP" PAVEMENT MARKING (TYP) STA 61+80 TO STA 65+00 _. -- `--�- --- � ------ � � DETAIL 21 53+09 54+00 -- wm -- o STA 52+50 TO STA 61+20 LIMIT OF AC OVERLAY CONFORM ----.,- -... `r LIMIT OF AC © B 8 I� -- .. "`;-- . a DATA J B C J �--- e o OVERLAY a ..:....... ,.�..: _.-.. -� , 38'34'00» CONFORM © 4 n "` R=573.10' ,`r ., X --.... B I '"'^ - _ `�- i tri ,o ^ L=385.76' w a o0 6" iz� 30" 4 24 ELM �. \ 1001J r. EXIST EP o '" X _ I' � '' ` PINE TREE ""' © -_ .. �Oro-j - . fTREES TREES TREE t �93(.x, 5 �wm EXISTING 3'x3`N �_ oo �` CONC SIGN +Qo rn I N 30'5252" W 6i3 00 I 64 00 350.00' J W GM wm � H A=34°10'00"R/W TREE DATA Al 10" 'TREE �`` - -� 1F �--- 6th+d0` IM R=955.00o 6" _.�.,, `-- I --' I C STA 61+49.62 PORTOLA RD o L=569.49' TREE � .. ----.c - "..- Pty ,.w-.. �.,... .;.,,,� _ , STA 10+00 SAN MARCOS RD _ (2)LIQ -� --xrt-- STA 10+00 SAN CLEMENTE RD 8 TREE .. / _69 oa to . LIMIT OF AC 0 20' (T') 2 '` O OVERLAY 40 80 z q 5 �- CONFORM ■r o ° /� �■ �' SCALE: 1"=40' STA 5+00 SAN MARCOS RD INSTALL C18 "ROAD CONSTRUCTION AHEAD" AND C13 "END CONSTRUCTION" SIGN POO` RTOLA 022 � 900 +} np �� v n v r PAINT TRAFFIC STRIPE, 0 DETAIL 21 -4 STA 65+00 TO STA 76+50 INSTALL OBJECT MARKER, -EXISBLOCK T xts� CCt `A1 z 0 ro 3 TYPE P (RT) ~ EXIST BLOCK WALL ii It +� 2 5 ° 3 © 0 5 (�) � + a � o cS p + Y. 4 O U Ca C,U p Q CO �' � ��. D p 71 4 to h U Ocz d Q' 0) Q0VO4 O •- =WM OPP ';�► rr 24" ti © N 6 OAKS 12 OAK 16 CmP 0 Wa /•"� W cz I a © " El -- 0 I °toot � � PINE PINE r P NE r - a - _ r N N W � x •- _----- ,�. 1 C 1 0 �� W W!N C iP 11 �i'Jv9 _ x x X , . iM ,,.,., I TP wm 18" l TP 50" --� W1 r ..... WIt €w_7 L �tF' 8" TP --- i ..._.'. 76+00 35OIC '43'52» --1 / l OAK 4 TP J 49 ► PINE WiVJ O p 7 u !_ + 7+ 3 6,6+00 6 00 68+00 69+0© , 0 7 7 + 4 0 00 71+ 2 0: 3 00 7 +o o s_ Wv 5 0 S 30 2 5 oo s 30 52 7 0 = 6 .3 0 R 71 ..�.. 450.08' 4 .... 50 08 4 7 �„� �-..."_' ---'---��� 7----- -----•-.. .----- ----. ,.�-- /.r_c'..._ ,��� �..._..�,,� �...�.�..._. ��,\ 60�� ® ®�j -'"' -y-�' ....-.---. 18"` 24 OAK r E"' x X X X 10" 18" OAK WV L WALNUT `,C _� OAK --- - x...., Wil C3 ��OAK wm FH T7... ..... �_ �_ .., � � i .. Nt wm x X M - - - �9 m GM 18 WALNUT c� >. I I o X I I x sc 48" OAK � N ¢ STA 81+50 PORTOLA RD " Q © INSTALL C1$ ROAD CONSTRUCTION AHEAD '� N AND C13 "END CONSTRUCTION" SIGN to INSTALL OBJECT MARKER, TYPE P (RT) u� Cn Cn rn cu P T A A D cu c� Cn 0 20' 40' 80CQ I ' SCALE: 1"=40' C REVISIONS N0. BY DATE DESCRIPTION CITY OE ATASCADERO �\�IESS/0,;CD NORTiy COAST ENGINEERING INC. 3. SY 4 U� �� PORTOLA ROAD OVERLAY PROJECT CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT r+ 29743 PORTOLA ROAD U" 725 Creston Rd. -- Suite Exp. 3/31/03 * STA 52+50 TO STA 76+50 DATE Faso Robles, CA 93446 s,x CIv1� �I (805) 239--3127 T� ,�Q DATE TEVEN J. SYL R C.E. 29743 EXP. 3/31/03 DATE ' OF M- Cn (805) 927--8651 DESIGNED BY: DRAWN Y: CHECKED BY: JOB NUMBER SCALE: SHEET: CD JBN CAC 97'158 1" = 40' 4 OF 5 NORTH COAST ENGINEERING INC. copyright p 1999 11C a Co L t,. VARIES REUSE EXISTING VALVE BOX AND COVER �CQ CONST CLASS A CONC COLLAR EXIST AC 12No. 4 REBAR ALL SIDES " SAW CUT EXIST AC F _ 0.0 -- FEET ABOVE EXISTING EP Al 3 j4 a r ADJUST METER BOX 6" AB FINISH GRADE M TO FINISH GRADE 4 ", --- PIPE � ..�-' ExTErisroN EXTEND EXISTING EXIST PIPE RISER AS REQUIRED EXIST GRADE INSTALL METER BOX "" '"'• EXTENSION(S) AS REQUIRED 5 EXTEND EXIST PIPE AS REQUIRED. HP 3$ EXISTING AC PAVEMENT 3 HP SIZE AND TYPE OF PIPE TO MATCH EXIST. SPLICE AND EXTEND f Y 5-6AC ON 0-2 BASE LOCATOR WIRE r WIDTH VARIES 20' TO 22' " r AS REQUIRED SECTION „ EG REUSE EXIST VALVE �." A N0 SCALE 2 AC OVERLAY UON E - BOX AND COVER RECORD CL 5% •' 2 1 No. 4 REBAR ALL SIDES EXIST AC PAVEMENT FG 6" DG AC LEVELING COURSE AS DIRECTED 6" DG EXIST EP BY THE CITY ENGINEER ` - EXIST WATER SERVICE log r , ; i J 20' TYP F —77-147 M, {{ J t k 4 li r f z V r f } 1 :� AC DIKE PER 418 ;•.' •s•• SAW CUT 2'X2' SQUARE 502 N TYPICAL SECTION WATER VALVE B®XCAuff"'JUS"kTMENT METER 0►X ADJUSTMENT DRAIN INLET DETAIL 1 STA 1+00 TO STA 31+00 2 NTS NTS NTS REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" O.C. 1/2 R. 12 1 2" PLACED 1-1/2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE 1-1 2" BATTER NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS T— SAME SLOPE OUTLET PIPE.. USE CLASS "A" P.C.C. FACE ANGLE TO EXTEND 6" 1-1 2" 1/2» EXPANSION JOINT " LPR FULL WIDTH OF BOX.. FILLER 6 7 AS GUTTER 1/2" RAD---� 3/4" RAD. EXPANSION JOINT 27 t 300 BAND OR OTHERWISE �/4 2 2 REBAR COVER JOINT TO :`. 3" MIN PAVEMENT 3" 5" 3" PREVENT CONCRETE — — 18" OC 2" x 6" �!' H A A 16" WIDTH TO FROM ENTERING PIPE a I ANCHORS " THIS POINT ........-• 10I � ;• 11--3 j8 � 6 PIPE SiON ' 4.. EXTEN EXIST PIPE 3" MIN STRUCTURE A.C. TYPE B .� --�-- BACKFILL 'STRU,CTURE ,,,.... :.....;.3:.;:,.: t 3» OACKFILL MIN :. ....,....�.�. 7 ---- - - TYPE AOQ� BIKE t 2-8" t CURB SCORING LINE CONTRACTOR TO VERIFY #4 REBAR 18" OC EXTEND EXIST POPE AS REQUIRED. SECTION A-A SIZE AND TYPE OF PIPE TO MATCH PLAN PAVEMENT iMDTH MEASURED TO THIS POINT SIZE OF EXIST PIPE EXIST. ..... 6" 1--1/2" 18" wx CLASS B CONCRETE H 4 1 2" R D. < EXPANSION JOINTS 8'--0" OR LESS 6" / n. SMAu. BE PLACED 9" 3„. �� �, 1/4” RADIUS 1 4" RADIUS 3/4" RAD. Ing AT 25' INTERVALS, 8 1 To 20 -�0 8 / .s" i e4 I AT ENDS OF ALL » CURB RETURNS, AND HEIGHT TABLE ANGLE L2-1/2" x 2-1/2" x 1/4 I 3 EACH SIDE OF DRIVE— MATCH 2" ? N 3" 1 2" RAD. WAY DEPRESSIONS 1/4 �- ^~----._. 6" e 1—3/4" THE INTERVALS EXPANSION 1/4 V `TYP. CURB FACE 1/2* 0 ® 18" O.C. 5-1/2- 1/2* 0 x 18" 14" ----- JOINTS SHALL VARY GREASED SMOOTH TO ALLOW MATCHING FACE ANGLE ANCHOR DOWEL OR #4 r ,. ,. , •, OF JOINTS ADJACENT q EXISTING IMPROVE- AT W/SLEEVE : •� ,. ' ' � •� MENTS. AT ALL EXPANSION tQ STIkUCTURE 'BACKFILL. ' ; , NOTE: FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF A C. ERM IN JOINTS AND ' BE DIPPED OR PER STATE STD. PLAN D77—B RURAL AREAS CONSTRUCTION JOINTS. PAINTED IN DETAIL "B" ONLY COMMERCIAL QUALITY ME A ASPHALTUM PAINT. DROP SLOPE 2" CONC. CURB DETAIL "B"`' _\ 3 1/2"x 1 /2 3 N Im ����.%''� 1) TYPE "A" AND "C" CURB TO BE CLASS `B' P.C.C. 1/2» ,", , . 2 DIKE TO BE TYPE `B' A.C.» FOR USE WITH » 3� STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. PIPE COLLAR DETAIL 2'—•2" (24�—V1�DE1 GI5�8» � C' » EXPANSION CURING METHOD — ' NTS 2—0 JOINT 3 MIN. CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO c; L4"x3"xi/2" a WING TRANSITION PLAN THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. HUI 2. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" MIN. `" 3'— 5 3 8" CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE c' TYPICAL FRAME A DESIGN APPROVED BY THE CITY ENGINEER. CU DRAWN BY: CITY OF ATASCADERO DRAWN BY. CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY DESIGNED BY: S.J.S. S.J.S. 02/27/92 STORM DRAIN INLET 502 DATE: 92 _ CURBS 418 FILE NAME: FILE NAME: C AT502.DWG AT418.D WG -c, _ REVISIONS NO. BY DATE DESCRIPTION CITY O ATASCADERO �. p �CNq�' NORTin" COAST ENGINEERING INC, ,. SY PORTOLA ROAD OVERLAY PROJECT owr CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT 29743 � DETAILS, CITY STANDARD DRAWINGS 725 Creston Rd. — Suite B * Exp. 3/31/03 Paso Robles, CA 93446 DATE LO (805) 239--3127 s��T CIV11� �P I �,FQ� DATE VEN J. SYL TER R.C.E. 29743 EXP. 3/31 03 DATE `n (805) 9 2 7--8 E 51 C� DESIGNED BY: DRAWN BY: CHECKED B JOB UMBER SCALE: SHEET: rn Cr CD GMH CAC 97--158 AS NOTED 5 OF 5 i NORTH COAST ENGINEERING INC. copyright Q 1999 c r3 a M - I._ ...._,_._.s ...,.. _ _..__.... _.. __ _.M __,F._. „...µ .., .. _.w. __.. ..___ . ..,__ _. _.__ _.. -...._ ,. , ._...,