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HomeMy WebLinkAbout1997 - Hwy 41 and Atascadero 1 i i t r � 0 iq SHEET 8 STAGE 1 SHEET 4 SACRAMENTO STAGE 2 SAN FRANCISCO FOVNDeo / , PORa STAGE 3 Val SHEET 3 r J, .I An•.i MONTEREY *14 4 4• 1. � 1 ,ISI �IIt STAGE 4 #° ATASCADERO . SAN LUIS OBISPO SHEET 2 • LOS ANGELES r" SAN DIEGO � .�.. � ., / �• �f STAGE F VICINITY y NO SCALE SHEET INDEX MAP- ' STAGING -PLAN NO SCALE NO SCALE O BASIS OIC ELEVATION ""' UNT.YOF SAN THE ELEVATIONS SHOWN HEREON ARE BASED ON A STANDARD 2 1/4" BRASS DISC, WC OBISPO , STAMPED "SLO 041 PM 15.20" IN THE TOP OF CURB, 1.0' NORTHERLY OF THE CORNER OF SIDEWALK, 5' NORTHEASTERLY OF THE CENTER OF A PACIFIC BELL PULL BOAC #7770 (6"x6%2.5' ABOVE GROUND), 5.75' EASTERLY OF THE BACK OF ATE uF CALIFORNIA SIDEWALK, 33.0' SOUTHERLY OF THE CENTER OF A DRIVEWAY (PED ASSOC.). ELEVATION -= 890.31 (NGVD29) o ag�tt I�A14��� ... Q PACIFIC'GM AND ELECTRIC CO. DATE PA IFIC L DATE LEGEND GENERAL NOTES o .57 1. REMOVE AND SALVAGE OR PROTECT IN-PLACE EXISTING SIGNS AND APPURTENANCES AS REQUIRED AB�aEV1AT10NS SYMBOLS 1. ABLE ELEVI 10,N DATE SOUTHERN CALIFORNIA GAS CO. DATE FOR CONSTRUCTION. REINSTALL SALVAGED SIGNS AT EXISTING LOCATION. < N PROPERTY LINE TEL TELEPHONE ■ WM EXISTING WATER METER 2. RELOCATE OR PROTECT IN-PLACE EXISTING MAILBOXES AND APPURTENANCES AS REQUIRED FOR � R W RIGHT OF WAY --�6" PVC W CONSTRUCT 6" PVC.WATER PIPE CONSTRUCTION. MAILBOXES SHALL BE LOCATED PER U.S. POSTMASTER REQUIREMENTS. MAIL -° U.O.N. UNLESS OTHERWISE NOTED . ■ MB EXISTING MAIL BOX SHALL BE DELIVERABLE TO BOX AT ALL TIMES DURING CONSTRUCTION. RELOCATED MAILBOXES e CMP CORRUGATED METAL PIPE ATA CADS 0 MUTUAL WATER COMPANY ATESHLEHETINDEX w DIP DUCTILE IRON PIPE CONSTRUCT WATER VALVE SHALL BE REINSTALLED AT EXISTING LOCATIONS. CPP CORRUGATED POLYETHYLENE PIPE ■ PGE EXISTING PGE BOX 0 CONSTRUCT FIRE HYDRANT 3. RELOCATE OR PROTECT IN-PLACE ALL EXISTING UTILITY SERVICES (SEWER, WATER, GAS, ELECTRIC, FG FINISH GRADE AC ASPHALT CONCRETE TELEPHONE, CABLE). UTILITY SERVICES, TO REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION PREPARED ' By: 1. TITLE SHEET PAV'T PAVEMENT ■ T PED EXISTING TELEPHONE PEDESTAL -...— .. FLOWLINE UNLESS OTHERWISE APPROVED IN WRITING BY THE UTILITY OWNER AND CUSTOMER. RELOCATED STA STATION 2. STATE ROUTE 41 797+00 TO 809+00 UTILITY SERVICES 'SHALL BE REINSTALLED AT EXISTING LOCATIONS. FIRE HYDRANTS SHALL REMAIN _ sr . --a PVC POLYVINYLCHLORIDE PIPE GALV. GALVANIZED 8 Wv EXISTING WATER VALVE G GAS ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. �A NORTH COAST ENGINEERING INC. .. �c 3. STATE ROUTE 41 809+00 TO 821+50 9/cv EXISTING IRRIGATION CONTROL VALVE . O GB GRADE BREAK CO CLEAN--OUT ONSTRUCT STORM DRAIN 4. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE BASED ON �P TYPE & SIZE AS NOTED) AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL HAND EXPOSE UTILITIES 725 Creston Rd Suite B, Paso Robles,. 239-3127 4. ATASCADERO AVENUE 9+00 TO 20+00 ® EXISTING JOINT POLE CL EC END HORIZONTAL CURVE CL CENTER LINE AT LEAST 100 AHEAD OF CONSTRUCTION IN ORDER TO VERIFY LOCATION' AND DEPTH. CONTRACTOR TPAGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING ALL PG&E PACIFIC GAS & ELECTRIC CO. ® EXISTING TELEPHONE POLE F„ X40— EXISTING 5 FOOT CONTOUR INTERVAL . ATASCADERO AVENUE 20+00 TO 27+50 EP EDGE OF PAVEMENT UNDERGROUND UTILITIES AND OTHER .FACILITIES AND FOR PROTECTING THE SAME DURING THE COURSE F_ i PP EXISTING POWER POLE _ OF CONSTRUCTION. ANY DEVIATIONS FROM THE PLAN LOCATIONS OF EXISTING FACIL111ES SHALL BE PAC BELL PACIFIC BELL TELEPHONE CO. ���--..,,.,..,...•..m •..° EXISTING 1 FOOT CONTOUR INTERVAL BID ..TSN TOP OF WALL BROUGHT TO THE ATTENTION OF THE ENGINEER SO APPROPRIATE REVISIONS MAY BE MADE. 6. DETAIL SHEET — CITY OF ATASCADERO C-DGND GROUND MP EXISTING METER POLE STANDARD DETAILS c� FL FLOW LINE EXISTING FENCE 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A. 800-•642-2444) 48 HOURS •t�+FH EXISTING FIRE HYDRANT PRIOR TO BEGINNING ANY EXCAVATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTION TG TOP OF GRATE RT RIGHT OF ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL CRITICAL 7. DETAIL SHEET — DETAILS 1 THROUGH 8 n O LT LEFT ■ SB TRAFFIC SIGNAL BOX ; EXISTING TREES / BRUSH SECTIONS OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. QRO ESS/�j�� _ r__ INV INVERT TC TOP OF CURB 1 SEE CONST. NOTE 1 - -w_ - EXISTING WATER LINE � ` �' rn Q 6. TREES SHALL BE PROTECTED DURING CONSTRUCTION BY SUPERVISED EXCAVATION WITHIN A ZONE , SY L/F Gr 8. DETAIL SHEET -- DETAILS 9 THROUGH 16 CD TP TOP OF PAVEMENT uj PT POINT OF TANGENCY �-- EXISTING GUY WIRE - E— — EXISTING ELECTRICAL APPROXIMATELY 20 FEET LONG CENTERED ON EACH TREE WHICH IS ADJACENT TO ANY EXCAVATION. THE CITY ENGINEER AND THE CONTRACTORS SUPERINTENDENT SHALL BE PRESENT DURING r� 9. DETOUR PLAN WV WATER VALVE PC POINT OF CURVATURE -- -- — - SAWCUT LINE - --oto— -- EXISTING OVERHEAD ELECTRICAL EXCAVATION WITHIN THIS ZONE. THE CONTRACTOR'S SUPERINTENDENT SHALL DIRECT THE EXCAVATION 29743 SD STORMDRAIN _ 1/_ _ OPERATIONS IN SUCH A MANNER AS TO PREVENT DAMAGE TO ANY MAJOR TREE ROOTS WHICH MAY 1 O. TRAFFIC CONTROL PLAN TMH EXISTING TELEPHONE MANHOLE EXISTING EDGE OF PAVEMENT - -ss- - EXISTING SEWER BE,ENCOUNTERED. A ROOT 4 INCHES OR GREATER IN DIAMETER SHALL BE CONSIDERED A MAJOR * Exp. 3/31/99 C) GV GATE VALVE SSMH EXISTING SEWER MANHOLE EXISTING SIGN - TEL— - EXISTING TELEPHONE TREE ROOT. MAJOR TREE ROOTS SHALL NOT BE SEVERED. THE EARTH BENEATH MAJOR TREE 11. EXISTING TOPOGRAPHY AND UTILITIES w SSCO EXISTING SEWER CLEANOUT ROOTS SHALL BE TUNNELED-OUT TO ALLOW PASSAGE OF THE IMPROVEMENTS BENEATH THEM. w cn JS JUNCTION STRUCTURE ONO®" RIGHT-OF-WAY EXISTING GAS ANY ROOTS 2 INCHES TO 4 INCHES IN DIAMETER SHALL BE HAND CUT WITH A SAW. ROOTS LESS CM\_ 797+00 TO 821 +50 STATE ROUTE 41 ;� C m SS SANITARY SEWER SDMH EXISTING STORM DRAIN MANHOLE 10 CON TRUCT PER THAN 2 INCHES IN DIAMETER CAN BE SEVERED WITH HEAVY EQUIPMENT. C `FO�� w 0 DI EXISTING STORM DRAIN INLET/CATCH BASIN —'" PROPERTY LINE 5 DET L 1®, SHEET 5 F CAS 12. EXISTING TOPOGRAPHY AND UTILITIES VCP VITRIFIED CLAY PIPE ssc. EXISTING SANITARY SEWER LATERAL 9+00 TO 27+50 ATASCADERO AVE. >------ CONSTRUCT 2:1 SLOPE U.O.N. C � EXISTING CULVERT U Q CONST CONSTRUCT w ETC ELECTRIC TELEPHONE, CABLE 6'x20' TRAFFIC SIGNAL DETECTOR LOOP I %OffJam"/3-97 SDS STORM DRAIN STRUCTURE HPG HIGH PRESSURE GASEVEN J. SY V ST RCE 29743 EXP. 3 31 , 99 DATE/ m CL DI DRAIN INLET OD DETECTOR HAND HOLE CITY' ENGINES m m , h h 797+00 798+00 799+00 (00 (00800+00 801+00 (1* h (00 h 802+00 803+00 804+00 805+00 806+00 807+00 808+00 809+00. 896 _ _ _ _ [ 1 �� a. +� a. 00 r- # 896 h©�_ to v a-- d- a- # w �w r- �.. CO z z CL O a. I a ! cn�- o= r0 N 00 r7 0� ! '`- -"w ` v - " __ -- -- I co a°".c0 to O a rn z h I O U " EXIST GRADE AT 1 © z a- I z a ;d w •�- N v) r- 00 d- 1 `.` U h_ N v U"� `�w d- N z�t o`�o CENTERLINE v o„z ! �' v - v~i°. r; P: C6 v, t O Ln I r, z a.> Oo 0o ao acs ao w# # / xIU) W �• +w 1*0000 + _ N CO N ao I co+�.,N a0 HIGHWAY 41 ' z v N cat Opo z � Oo Oo no 00 ; # c�m N a0 ca w N OR - _ + _ + ._ v, z,* w c.��- m i `` 892 892 - - `� __ 1 .- w d-0o ca . co z ° - - -E_ - \ REMOVE EXIST 30 CMP �'' 00 00 -- _0 # + m N 00 I ao + taA r�i w w M I w [ tea, EXIST GRADE -_ ` © x 1 Co r w 1.00 r- -- REMOVE EXISTING cn "_ -- -- _ _ _ Oo w p O00 m N ao i rn °`> 1 CULVERT AND cam, 1 ; -- _ I� 00 j h ,� ZO-z # FINISH GRADE I REMOVE EXIST 30 CMP # # v, v, v, v, °� °-N REMOVE EXIST ; h a -- I APPURTENANCES __ c # # -- -- _ I w �k, G'�, + U co STORM DRAIN E .- a.> a - _ �Q I -- _� __ i o�fi w STRUCTURE �n o CL z M Q a Z w -- #z�r On 88$ 88$ _ -- -- _ _ .... -__ _ _ I I ,� 90 o�. ' yo 1� 1 30M CMPEXIST .-- _. `-- ` _ _ + z �,- 00 to ' '`' MAINTAIN -.....° , GHQ I �' _ �� + E .5���h n i v �- --- -" " -#" -- -- -- ' _` -- i a©o awc�c`ry a"ai °c CZ, t' E 0.5 CLEAR f �4 F� i -�.. _.. _.. ... # w w w `- - REMOVE EXIST--�.{ I -_ -- -- _ # .. `- - _ __ ce oo w NOD FLARED END I! z -- REMO 2--30" CP SECTION --� P # -� # I ( I ___ 884 # Q- `� # M ST -- - --- --- 42 CP # w x w ° EXIS . FLOWLINE GRADE OF DRAINAGE CHANNEL- 0 HANNEL _ , 4. , I I # i --0.81 ���� ° 5- MAINTAIN # ." ..".6, n --,...,,,. c� `1' �, ° ° w 0.3' CLEAR # � � �� - 880 880 c% V' # _ 48" CpP _i �'�,`� # 0 # �o� o� FINISH PLOWLINE GRADE ,, G� ° o °- oo c �aw. m I i ®3y� _ ` _ `11 1,o OF DRAINAGE CHANNEL aG x C7 d I = _ ���a• wU O N z� I 876 # C3 CD a = # � _ _ $76 A 89 I A� z I ` ( CPP `1,037 , _ z.�- I a z CA I + , # ; co o I I # 48" n m a0°o r. z p n t5 N _ .mo wwa) ro co w co CL # �. 1. 872 1 a o-U 872 m 0- 872 d' = op a = pit # 00 U,.., N U pppp _ d , j ' M DSO # M .r.•H M".# O O 1 _ # _ # .d. zO?O "CAU!IqN �- H1iN Lw # d• z O "I Imp >> > 868 60 13 # # I O f--P00NnO I N W—O c• NOT URRENTLY IN USE € i # + V)U .01 a? # + (n w rn© ts� O Ohh OOi (FILL D WITH INERT GAS)I � � _ � � # # 0 0„0„�1,,-��� I h z ! Oo U D cow ori # 864 i # _ 64 ,1 > J > J J.`� J J> J> -! = J:+ _ > J J> yi > J J> J > J J> -� J> J J> -_ > -� J> -= J> -r ,,�> > > J J> _ �' J > , z z U..z ii >�.z � wz v �'. � wz � �z � U.z � �z �� wz � �z � wz � wz � �,.z ►� �z � liz � wz � ,� z � �z_ � 12>z � �z � �z � 4 N cn Q O y J M 00 (� t0 t0 4a 0 o� .-,,� a� tet'N N h p aJ O 0) N N h � to M 0) 00't © p p a0 N 0) co N r' 00 .- co O _") M fn � O Qy O 00 W n 00 O h U) � �— eh \.`,e O °�'•t0 CC) h r., O ! 00 0),c•„• � t0� �- N, 'd 00 tD � uC)© .- r � I� h O eh M� h O p d t0,d. Ca N O � W� � � p O O d. � �O0 O •-M © r`QO h �M csi 00 pj z qy z N N {`� (``; cD (L9,_ co cO�j tt)p CU top aj �7 to aj �ci tC) s1'aj �r qdqpp"P�; d'1.,; ►°a�p =`) M�j N N�j N hl d: N CV�{: CO r��j r~p�j F C�N U ©N aJ 0000 DO 00 W Coss oU 00� aC7 00 00 W 00 00� 00� p�� �� co 000 00 0 000 OO php OOO php co �� 000 �0 000 00 0000 00 00 0000 00 00 0000 00 000 00 00� 0I0 CID 0() � OD 00 CO 00 00 00 00 00 00 00 00 00 0000 Co 00 o000 00 797+00 798+00 799+00 800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 808+00 809+00 INVERT 48" CPP VERTICAL 1" � 4' FINISH FLOWLINE GRADE OF DRAINAGE CHANNEL 0 HORIZONTAL 1 = 40 EXIST. FLOWLINE GRADE OF DRAINAGE CHANNEL i CONSTRUCTION NOTES (THIS SHEET ONLY t �J UTILITY FACILITIES AND APPURTENANCES TO BE RELOCATED INTO ' PUBLIC UTILITY EASEMENT BY OWNER PRIOR TO CONSTRUCTION. EXISTING SIGNAL FACILITIES TO REMAIN IN PLACE. CONTRACTOR XCAVA71ON ©,�, •,,r, , �""''" 0 SHALL SUPPORT EXISTING SIGNAL STANDARDS DURING E OPERATIONS. BENCH MARK • SLO 041 PM 15.20 RIGHT-OF--WAY EXISTING ELEV = 890.31 FH PORCH �' _ �- PGE �0 Q �� ! I ,► ` �' TP I ' I TEL - - - - - - - - - - - - 10 ,, �F\1 TEL Gov SB::! , aaw awm, amr.m,. aar _r , T I ��wlo17i11Iom�om mr.mmm amrr,.ma. ... .. amw .m.r.w.im �....a ���� ... X sWY = I --.__ ,... _ TEL - - - - - �� SSMH MB -- --- — — _ ___ ___ — ___ __ — ____ SDMH — - ___ — — ___ ___ ____ _ _ _ _ _ - �' — — —— __ _ — — — ___ —ss— _i__ EXIST SS- i — 47 SSMH SSMN — — —I — __ — -�- 156 SS __ _ SS-- __ _ __ — __ ___ ' — __ _SS SS-- - I-- - — — — — — — — — __ _ SS__ 881 #Nv t' - - - - - - - -- - - _ - - - - - - - - - - - - - - - �I-a--4= - - ,� -77 i` w cn STATE ROUTE 41 pp� v, ' w = 70-7 { + 79S I 799 h-- 8 I-= ( l-- ' ` I 8 8 I- I-- i 803 =I- $0I-4 l--- 8 \�OI-6- h- 807 80F 8- I I-- 809 }-- F � I "m� ` - - - - _ - -•ABANDONED 2"G- - - - - - - - - - - - - - -I- - - - - - � - - - - - _) - - - - - -' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _. _ - - _ _ _�o-A� _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ - _ _ _ _ w _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I _ _12 �� - - T XIST 2"G (ABANDONED) _ _ _ _ _ _ - _ _ _ 13 _ _ _ _ _ _ _ - - --EXIST 2"G-�- 1-(ABANDONED)- - - -� ©,o I SB i _ .,.. -..2 — —'_ , -., -2"G— n — � _ _ .-. ` — — — — 8. � ..�.. ..- ... _ .,.. -� — ! .� � �C.T ..t _I _ _ — _ _ ._ .._ �. _ _�o��^�..... ...., ..,. — .�"�_ "3r�'_�-?''� '.w^._—.._ �•"�...—_ — _ — ._ _ _ �. _ ..-. ... .-� .v. .,..@.�.... — _ — .1 _ E _ ,s _,.�.,.—��.� _ •-- -". — � ,...—_ _ _--. .r_..-m-2 G, E- ___.___.._.ti�. _ - _=��. �I-_ _ --�� - - - _ '�'-_-�SB.�-- _ _ _ _ _ _ -_-- _ _- _ __ _ _ _ ___ _ -- �=•- -- .. . .. .-_-..--,...#: ..... _� � - - - - -- - + -2G 2 I� ® -2G i IDWY 2G WV, _1_ _ WV �- 12" W- - _ t _ �- - - - _ 12" W_ __ _ _ - i - - -12" W_ _ - � � _ � - - 12" W _ _ � - _ aT - - - - - --i- - __ __12" W _ - - - - - _ _ _ _ __ _ - - __ - - __ _ _ _ _ _ - - 12" �y�.. ..._. ._._. - _ _._. - _I " } '` - WV - Ifs ,- _ - _ — - - - - - - - - - - - ...._-` .: aaww ..a.r ,,...ami. a� _ __ — _ —_ — .,.. ,,. :� ... — _ — ._.. �. ..�. _ _ _ ._Y. — _ — — _ — - ",",=_ NOUN _. .Aw.. .. , . ,,.;.» — — — — — i ' _D—.,;,i$"� -y�r. Iii PGE ' r..u�.wN..imr••..r- �7l'• cJ SIGN I 'INM SSCO 2 I y c WM WM - -- ) = T P EX 91 NG TREES TO REMAIN ®F _ _ _ _ w _ _ _ _ _ -EXIST PGE M EXIST FLARED END �� - -Y � // \-----REMOVE EXIST STORM 1 RIGHT-OF-WAY TV PGE 1 PGE 1 \$a�1 F DRAI STRUCTURE AND , 1 SECTION TO BE REMOVED rJ Q �� �- -00 EXISTING 15 DRAINAGE 8 B 1 I �� EXIST HEADWALL 5 $$ // WING ALLS I EASEMENT CalTO BE REMOVED 7 c0 // �. � -033 EXISTING 10 CONSTRUCTION, �v ' �. � � REMOVE AND REPLACE ,- . .�•r, r; �. , r,. , r� r•. , ,.... . > 1 co 0.� -•--• 1 6 1 ---�0 1 9 � � EXISTING 10 CONSTRUCTION 00 � 0 3 � - � 51 --O!1 J (0 � \� � r � � �:3 � -� � � � _034 MAINTENANCE, AND < c; SIGNAL DETECTOR LOOPS r , MAINTENANCE AND 00 no �" R 01 1A '� NELSON 01 I -. ` N S rr Vr 1�1 J ARINOL D 0: 1 _— 16 1 031 z GOLDr N �]\Jr S r Dr VELOP]ME N x I J,%\ME v E r1Fr ORD PUBLIC UTILITY EASEMENT � , PUBLIC UTILITY EASEMENT �•= z w a x �v 1 GERALD L R�.1`�1 v 1-1,-��I`l _,,Un, < r 0�P 0 RAT 101\1 � Z w z 0�31 -2-41.2-016 �, tl 1 031 - 161 -024 N > ,� ¢ 5 c Q 5 � � / �t � i\ ' \� >�� � � � IN/1 �'OLIN STATEROUTE41 � a z J 1 i11CH,-\EL J HAS jl]K111 �'' 2-_ w ,1 vi avca� ¢ �w�� ... + Jm3 w wUCOJ� Q 1 1* ww + .jml �, 1 w 1 14.E 00 mmu(nn 0 a-Of dL 00 Q En PLAN M h M h EXISTING 50' DRAINAGE 0 20' 40' 80 EASEMENT SCALE: 1"=40' REVISIONS czl NO. BY DATE DESCRIPTION CITY CJS' ATASCADERO, CA pR E ��Nq� AS NN0R7tn"' COAST ENGINEERING IN(;. � ° 3. SY4 �; .� s STATE ROUTE 41/ATASCADERO AVENUE CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT STORM DRAIN IMPROVEMENTS ru J 29743 725 Creston Rd. — Suite B ,� Exp. 3/31/99 * STATE ROUTE 41 , SLO--41 --14.7/15.9 Paso Robles, CA 93446 C \ P STA 797+00 TO STA 809+00 (805 239--3127 �qT� � � CF SAL` 'j "" DESIGNED BY: DRAWN BY: CHECKED BY JOB NUMBER SCALE: SHEET: ' (805 927--8651 STEVEN J. S L S R RCE 29743, CITY ENGINEER DATE DRB GMH 931048 1" = 40' 2 OF 12 r C) _ rn NORTH COAST ENGINEERING INC. copyright © 1997 4%. i (00 n o0 h e t ao n 809+00 810+00 F-: 811+00 812+00 ¢ 813+00 814+00 815+00 816+00 817+00 818+00 819+00 820+00 w 821+00 (n > to 884 -- --- I coo w(.L I I 00� p Q N { € I s w t0 Q.oa c»zw d�� d� j I i a0n �n I € -- -- 11 -- -- _ .._..EXISTING GRAD I too 0 6:0 g�w ? �� >' I � � od € a w0.h - _ + Ua. m w w w { 00 m 0 co --;-- _ __ 1 N a 0.Ld � +i � co 0►- � I € EXIST GRADE AT � E- w- � i s _ _ `I N-G ADE oa w ca oo 5 a. ori +c��i t., I ; HI I roc E �- } .-z a_n Z 0 an € HIGHWAY 41 I r- .}. E N i N € ; .�: __ CD a)U oho �Z Qom. � � i � ; i © �N s O � 880 ,� ---- € _ _ �., € ,� 880 '_` -- -- " �._ - i REMOVE EXIST.- �' _ w } �; z co Z ? ° aw oa `' �" - I ' 0 3 r CO�► a- +c©�ci u� ► Z°-000 aEM VE EXISTING - -- -- -- -- ... .._ .._ " 18"' CMP -- - _� _ � � � I = Z •-; � + I 24 HDPE i� ,_ _ __ __ ___ I € rn CL w- ©a a. ... I 0 ca 0_d w ( Q -- 00 = 0000 w U an0� 00 C-) Ono 0000 m 0 oho 03 -- -_ __ 0.98 - ' °�°`� -- -- -- _' _ `- -- -- __ € EMOVE EXIST 876 _ 876 f}.98;o d+ ,d;d EXIST GRADE AT I FLOWLINE i } 24" CMP -- +- _ EDWA -- - - -- ��'�'� 00 0 z OF EXIST. DRAIN GE CHANNEL 'FINISH GRADE AT F OWLINE q, t I s yo --- .., no no ca Z - 0.53 $ p -•- --._ i OF DRAINAGE CHANNEL Ff Q 0.53%--------------- 872 C € -- ,.__ ._ . _ — _ _ _ w .� 53 . 872 t , I ; } € 48" CPP •-• 8O € E 868 € I € _ 868 _ € } I 48" CPO 0 -0.10% I I € € 864 E € 864 _ € _ 4 1 € I I 11 0.60' CL I >CIS I € i 860 € € � { € _ °- 5 € >>�► I t a. U i V_ Z Z t7x CD Loo Loo 8 Cq I I s tti td i CD s = € � r- Z - E pp ti. w I CC) 0 Q Z Z Z I j ✓�' . CIO .._ .... ... 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I` (",h �` Po h n CD �� h Cp 00 h n t4 ~ n 0 r` r`C0 � h t0 � n C0 ~ n 0 � r`t0 �`� h<p h n t0 � r. t� n (� n � n � r. h. t., !� tC1 ,� �!� � PI !f? r. sn CCiO 00 00 tD t'`'t0 P``t0c0 Ir` cta ai Qo w QO 00 00 00 Oo 00 � Oo� do CO GO 00 GO Co 00 00 CO o0 op � 00 a0 � 00 (0 a� w 00 00 00 00 CO w w � W a0 Co 00 00 °a o0 ao Co° 00 Op �J o0 00 °d o0 pp °p o0 COoD °a 00 00 °� 00 00 � 00 00 � �oo � 0000 848809+00 810+00 811+00 812+00 813+00 814+00 815+0'0 816+00 817+00 $18+00 819+00 820+00 821+00 INVERT 48" HDPE PIPE FINISH FLOWLINE GRADE OF DRAINAGE CHANNEL EXIST. FLOWLINE GRADE OF DRAINAGE CHANNEL VERTICAL 1" „ 4 HORIZONTAL 1 = 40 L ✓� O O 00 (D `� c�� C c nn L �� - m RIGHT-OF-WAY T-PED y�/M i , 1-�L�tGHT „i"'�� ( i i WM `��- i x ` WM ..... . .. ,. ,... .P f . r .. _.. .ewwr,r.. —....�. w«„p. ® .I,..,ms . .,.. ......�. . �. ..dl..r .,rw.rr ...w.«�... .�..� WE J5 l ° d ° OPP � (� - - , } o WMA I >„ -oma c i s 1 Ppb - = � \ 0- SSMH II' _ _ SSMH .. > < _ ____ —— — — — .___ _ ____ _____ _ _ .�.SS .u.._._.. _.___r_ .— _-__ ____ __ _ __ __ _ ____ — — __ ___ __ SS�, ,, ,__ _ __ __ __ _ ____ _ _ _ _ _ __ _ SS _pig- __ __ — �___� ___ __ _ __ _ _ �__ _ _ — — _� __ ___ _L ____u__SS- ___._.. ..-._._. ...._..... _ _SS___ S M8 { -\. 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SSMH �J,��1\l C F r �Y 1\1��J�J J�JUJ\1F� rr10J/1�-�� ����Y 1�C 1\11\1 rrl t� �-���1\1 ���1\1l\1 r r1 1���-� �1\1 �'C� a\IJJ�/11�/1 J A.C. OVERSIDE DRAIN REMOVED / LOOP FiC SIGNAL DETECTOR DURING CONSTRUCTION / 0 h�^� 00 �1 1 N G All .�- -41-14.7 15. Q PLAN m CONSTRUCTION NOTE (THIS SHEET ONLY f` a a a INTO TO BE RELOCATED 0 O 1 UIiLITY FACILITIES AND APPURTENANCES20 40 80 � O IIIIPUBLIC UTILITY EASEMENT BY OWNER PRIOR TO CONSTRUCTION, REVISIONS CD -�-- CIES' OF ATASCADERO CA SCALE: 1"=4O' p�( ESS�� NO. BY DATE DESCRIPTION ! C111i AL MLNNOR COAST ENGINEERING INC. w� ,. Sr r� �. �� STATE ROUTE 41/ATASCADERO AVENUE CIVIL ENGINEERING • LAND SURVEYING a PROJECT DEVELOPMENT STORM DRAIN IMPROVEMENTS 29743 CD 725 Creston Rd. - Suite B EXE. 3/31/99 * STATE ROUTE 41 , SL.O—41 -14.7/15.9 Paso Robles, CA 93446 STA 809+00 TO STA 821 +50 (805 239--3127 JV (805 927-8651 G -,� DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER aSCALE: SHEET: STEVEN J. SY S76, RCE 29743, CITY ENGINEER DATE DRB GMH 93104E 1 = 40 3 OF 12 NORTH COAST ENGINEERING INC. copyright © 1997 a � 16+00 17+00 1$+00 19+00 20+00 o r. o 12+00 13+00 � 14+00 15+OC} - � �., � x $$0 ----------- 9+0 10+00 11+00 °" e x LLJ i �, �, 5 € $$O E } a ® � �,,� N �, �, € w I �, , ' w �, H GH RI ►I FACILITIES HIGH 1 K ACILITIE "� o Z kc,c� E� a 12 CHEVROOIL PIPELINE ' a •c ;ca XIST GRADE ►► w € 17 w cn °` cv cv =n — PROFILE€ E 6 HIGH 'RESSURE GAS _w_-- _ o "' 10" CMEVRO OIL PIPELINE w °"`' �" 876 �- CL AT•A'SCADERO RD Ja wca ta-- we w # � , 1 a ' co 001 v) OD ......- -�...' .------ t© i y o'` €y J w 5 = "` -^-- r- f V i 1876 ""'_ € '" M t�€ 0 0 ��� t-: !i i cn��"� s � ' 0 1 i ->,a� � � � o x-11° � �: -•--�- �,cn www I I € I � hs € ��x I $72 €� k. CL � € i € 7>7< uj >,� 872 € n 5R Lki IN � 868 CLR _ � w� � � � d `' � .. 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BLOCK � REMOVE EXISTING 8 VCP SANITARY SEWER AND THRUST BLOCKS ON �} �' 0 6x6 TAPPING CROSS �. 90 EL INSTALL 6" 45' EL 0 0 z OR APPROVED EQUAL EXIST. 6""CROSS f 3 REMOVE EXISTING SANITARY SEWER MANHOLE , _ ._ ,Z NOTE: TEST PRESSURE 150 PSI MAX &_ 410" .. w DETECTOR Looe 7`14 '� EXIST VALVE TO REMAIN---- `�- 6 PVC W qr ► REMOVE AND REPLACE TRAFFIC SIGNAL �` - 7 rO N + BE SALVAGED � � f EXIST VALVE TO BE SALVAGED -- ! a I EXIST VALLA ' / " `_ � f TO REM REMOVE EXIST 6 W CL tb CONIC THRUST x A^U T 1� BLOCK �, "� ,� �` / HIGH RISK FACILITIES ' � � WATERLINE SCHEMATIC 12 CHEVRON OIL PIPELINE �>`' f � NTS 10" CHEVRON OIL PIPELINE WATERLINE SCHEMATIC �- € .� �� $" CHEVRON OIL PIPELINE AVE:* 10" HIGH PRESSURE GAS NTS ��, , ` NAVAJOA Q `� ., �"'"� ti 1 CONST. 45' ELBOW 1 f AND THRUST BLOCK 0. / c 1 �1 J 16 `�`-w � 7 REMOVE EXIST rQ�l, 7 tv ' f ,� �'`�- `` 7 WATER LINE 6 `�-'� ,c, '��s T �'�'-n ,,�� 7 6\\ c`) '"SS'•.._ .- � �,'x2 / � �'� '� $ / *�. .,. 16 cs � --� � c' -cr c� '� 7 � tri rfTRE •" I ,l.;:l!J;rir�:;:rlrsiraFz�;�d �,l..:�;K:'• �. � W ~A`"', 1"'�.� 7 � \ ��'. 26 €Tt�EE .r.N•..�r..Mx. 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VALVE 5 7 it r �s", BOX FUEL MANHOLE �- 7 7 ". �, � & MONITOR WELL �` W 3 r r r La 05`0641" kv, R = 2291.90' 'd�` "y -..' tt) Q �pp Q 8r F[ p/rte L 204.46 � \\ N ''► ` \ .0 20' 40' $O' A T.A A""' C.A D E.R UAO6' A V0 I E. u 9 600000W 6 Cb c:r + `\ \ "' ,� s� SCALE. 1 =40Ps,.Am y REVISIONS �� ATASCADEROPCA '" NO. BY DATE DESCRIPTION C SIGNAL DETECTOR Looe QFESSIQ , {8 PLACES) ENGINEERING 'Q j �- N . �. SriSTAT(c Raul 41/ATASADERC► AVENUE LO NCR T � , " '' � .NTS '� _ STORM DRAIN IMPROVEMENTS , ► .r CIVIL ENGINEERING • LAND SURVEYING ° PROJECT DEVELOPMENT $22+15.20 STATE ROUTE 41 = 29743 10+00.00 ATASCADERO AVIENUE ,� Exp. 3/31/99 ,� ATASCADERC� AVENUE 725 Creston Rd. �- Suite STA 809+00 TO STA X21 +� Paso Robles, CA 93446 �, j, JOB NUMBER SCALE: SHEET: (805) 239--3127 41? DESIGNED BY: DRAWN BY: CHECKED BY: CA GMH 927--5651 N J. S TER, E 29743, CITY ENGINEER DATE DRB 931048 1" = 40' 4 OF 12 (805) STEVE c� co CD C NORTH COAST ENGINEERING INC. copyrigh k p 1997 '.1 IY 807 z { - - �- _ - m �_ STA I x TE ROUTE 41 V) {W I { 23+00 5!a X 24+00 25+00 26+00 27+00 { 0 � `�LIJ -� 20+00 21+00 22+00 x ,� �.. o �/ ( �� .� LIE.h w 880 0Im � _ ,� /f3 ICN ® w ® pGo W P 0 +8820.)91 1 < ro . ® h I , 4 •, '`" P I 48 CPP 876 1•c•+.,J. f��+n'! N•.. a iL' S N i.:xJi.•::'.rii:.Ji.•:Ltv•f.•I:..:.ir.:•J•U:,•i:irr;rr:Jr:.ri./r..rJr•Fr•fJr:r:y.:.k:. :::I:J.I.'ri.°L,:.r.ri.ir?al:rr;,r!.'.�.M,'".%.,..zr.".l,•'..Yi.•�i•fr.•Cf:�:y%7jP. . r'y.r¢..y.j:.,.r.Jl:. ..,x..../. v...r/y..rJ f' :.rr..r..•rx..x.., .y:.J•.F.•.r..r:Jrl•r,.:I�ra....lJ:.%:rydn:'r`•...Ir.,J,:y.lv.x:.,x,•/ti.ra..•Ir.r.,a.Y Jr.:...r,. 7,f,.J/•ry.,.•!r•yI .x.5.,...1rlr.•.,x•• -o a© („ �♦ h � D >> PROFILE EXIST 31RADE CL OAD z a a.U Q �W � Ir,:.Jr,.>x:.rr•:.. o /ATO ur�OQ ® h t- "" p p Q z H` Cl: A h to / { ' �8 rg F- + z(6 tD e- - V1 Cb�..s 00 r E r,� r.s r cp ® O �, w v z C9 �t .- w U w o { -}10 A 1 N v ao co 0o w x i a awa w = "h" _ � ai z ua 011 I 6� rNV w _ _ a 872 LO I { I �8 872 �- --`- -- N F z = o_ > >142 zz, z— N + " 1.5. 1 a , c� r•59 � z CONSTRUCT 18 CPP � 1`� .. C� O Ito 5 y z to N N o -- -•-.... W x 0)LO + in ? r`© w C-40 rn. { FLARED END SECTION I p -- w 00 LO oo va 4�u N N O 00 (w t,� U ti '`� �✓ � I 1 rj 8002, 820 C u� + d 4 LO tt) CCa tD � h c/7 0i I ----- w 00 2, w o N U as � cp m � a� x u) k �. w -----� Q w w w w 00 { `f-�'�' EASEMENT 868 .—.� 868 u I I n EXIST. TEL, -�— --- AT CL of PPE RADE �►p` I CONDUIT - I CONST. fi PVC W ti h in z > 1+50 SWALE A R 881.37 FL CL Lo CALTRANS FACING CLASS RIP--RAP „ 1 a6 • \ .� � o 864 � U 864 METHOD B PLACEMENT, 18" ( { � N >~, A MINIMUM BED THICKNESS g� CO ST. 6" PVC W + q°d- z 0, I y S o - - -- -- ___ _ _ ___ _ _ _ -� a I z 01) REMOVE EX! T ?8" CMP � I -- CS . 2q — _ �X _ _ _ _ _ I I O 0 w DETAIL AT OUTFALL I 860 -- 860 -- --_ x h _- ------ ALL GRADED AND DISTURBED AREAS SHALL BE REVEGATATED AND _ -__ -- --- -- _ ^`-" t �p-vpC� HYDROSEEDED PER SPECIFICATIONS - - -- — ` EXIST 8 VCP SS 0 0.547o -- ._.,._ ,.. 48" 6" CSRLPI I CPP 2 _ ,01,E � € 856 _ ...... . ... " _1856 � 4 CPP -i.0190 I = 2+00 SWALE l I 881.12 FL k 4- 4tol't 111 0 8" CPP �► -0.21 0 10' i 852 852 TT 2�■rmT owoA { FLO SNE OF ATASCADER CREEK CONSTRUCT 851.0 » > -- + { MIRAFI. 0OX GEOFABRIC [� �p SCALE. 1 =20 k i� OR EQ AL �� ` S N ($ I , t jrg REFERENCE E 7 N� X848.QQ > > > > > > > > > > > > > I i� r' LA > > z z z z z z z z z z z � N ® °.' � := to `r° n dN- rn c 0 ori 4• d• M M tV cV CV 04 Cy C4 V-= «' c co cci uito 1+50 SWALE I , "' rn to 000 00 0 0 00 00 c00 o`0 000 000 ono 00 00 0 000 a`0 880.87 FL -� I 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 INVERT CPP PB �'ILT � vERrlcaL SIZE OF THRUST BLOCKS IN SQUARE FEET 0 HORIZONTAL 1" = 40' 20 40 80 CLASS 150 6" I 6 TEE 90' 45" 22.5' 11.25' SCALE: 1"=40' � 3.8 S.F. 5.4 S.F. 3.0 S.F. 1.5 S.F. .75 S.F. X�S�N SEMEN 'E P •k SANTA YNEZ AVE. o I i w 0 (P N 0 TE. TEST PRESSURE 150 PSI MAX 1+50 SWALE � 0 � � \ 88�0�.6�2 FL I f SERRA AVE. REMOVE EXIST. TEL CONDUIT -� cv O ` •i `dm `'`/ N I > FROM STA. 15+50 TO STA. 23+50 6 ,��, ^ 'd r N y r , p , 7 7 r A- w 4 m ® g N ` Pa p0 rn V' 2 ` ` \ C� JZ PP 6 ,N C) 0 A- 18" CMP SD 8s of 8 WV s _' ,, Ca F g $� �,k 67 CONST 6" PVC W �' ' o� 1 fi ► ' to wow "• \ ` A- N w 7- t- ro 8 N ¢..s wrrurr wow rwwrr�w�Mw w�r�r �r rwr.rrw wr arwM aiw Nrr www •ms s .rrr err ws air N V � 15" PINE 71" 37" 50" 64" SYC 30" SYC 44" SYC 3 " _ 67 YC i 6 SYC JP 6 MB _ S C = __ SYC JP - - - - -�-_- \ .� S SYC MB MB JP F \ J (I T. — - I _ 0 wM �C�V ? d 0 .. • 7 ..� `,. `• ` �` '-- GV Q J . °TUCL-rwJP O. MB Q 01. -�- PVC _ _ _ _ _ _ _ _ _ _ _ _ _ _6HPG- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ - - _ - _ _ - --- , g - - _ _ - - 6 H ,/ 3 HPG- �"' _ _ _ _ _ - _ _ _ _ _ _ -2» _ _ _ 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _�3_i _ _ _ - - -1-,-, ,M 24 PG 25 26 55M 27 28 CA p d /.'fr J y/ I. •/ r•r/' y': . :.•: .. r..' FARM ...y y.,,. ',:J.J. AI1 %:i•.y'•J. ., %/.ij...;r. ,y yp ,.y. ./,�: .y^ .r.y �. .J r/•%'/ x.., i.. x. /... .i. ..yL. y...... !: /r. .i:.!. rr.. .:,/..�•%ry rr yi.. I/r f. /y R:.. { © 10 cr 8 �. ly.,.. „d$....y.r•yy.• ,..,,yr•r..c.•r•I y./.J..,.J,.r.y.,,;.. rp cT .:.. . ,......... .. •.,. -.. ...... .. .. ,... .... .... .. .. .. .....r...pf. .y ./..,!:/.I.I./.....rlv we•r••r•r•Iy./,..rJyy,.,r/:y••r!jy/ri/:• /:j..ly::r.r,r.r.J;x yl.../.,,.r.y,yy.yr.,... k -..... .. ..... ,. .rp.•F•Y•7yr/ F•!•rr/•PF•;rl;J•r..G,ir,/r•PhP;/J;ri•/;t r:J•r•::r:;/;N••G .:?:.'r•.:ii:•6 CA Y C W r—OQIP n "- _ y./r// r yf• ;'�•I ry/:f::;Idr:%f-ry iir.rrr•v fir::..:•rely • y rrr� f• fla CA Is r•r yr••carry Y y ry a ,;,S•i• WM " ��� —36 O 53 Ul .,.,;, . . . j��a:... w� 't � 81' YC I 135 SYC I� SYC wM = SYC I SYC SYC 59" SY Jp a -- — _ —���� - � _ _ 18 CMP D — - - _ — _ _ -,..�— - r�' p Vol. �- - = _ $ f " � .. - r rr�; c, g TEL — — --_-- --- ---- TEL �- -- - TEL — r'-�- —TEC. E ,... r .."..... ....... ®... �.4& ...... ..........,........ \ 4.33 SW PL p I p M., 7GM 1 ( .�, cA�, TREE FH f 0 x! ' �� �1- ,g �g, -� .r,.... i I I I cn 7 7 �: o`��` `sa, REMOVE EXIST. LY"w '� © � FROM STA 23+95 > > " t -�� 1 So � S �� r \ ifi TO STA 26+03 4 ���A�� -,r�-c ,��A ` « -� A- p NAr REMOVE EXIST. 6" W U) n w ^' r� �-"' ) ok P�89 k �3g cn 18 CMP SD " o < 5 o w a x CONSTRUCT 18 CPP STORM DRAIN + ova I EXIST. TEL TO REMAIN '�' FROM EXIST. DI TO NEW MANHOLE co z x �� < w A- 7 N w w 7 I EXISTING VALVE TO REMAIN k 01 REMOVE EXIST WATER MAIN 7 r CONNECT 6" PWC W `� i EXIST W TO REMAIN AND APPERTENANCES CONSTRUCT TREE' PROTECTION "^�- --r TO EXIST VALVE I '1 21=1 1=' -,.�- STA. 20+00 TO ST26+20 _ --�6" PVC W -- - i-►I 1-1 i�_ �� ,11._..I I 1=�j-I ` 0 AVrm'"NUEATA%%0%5CADEH �`''RIGHT-OF-ENTRY III- �I i(_j�- FOR CONSTRUCTION � EXIST FH ASSEMBLY ON THIS LOT FH TO REMAIN TYPICAL SWALE SECTION PLAN ��qPN 030•-,201--OOi HERBERT L. LOPRADE 7 INSTALL MUELLER -H--619 6"X6" (� OVERFLOW S 7 TAPPING SLEEVE OR APPROVED EQUAL 4 WA TE L-I N E SCHEMATIC EXIST W ` ___- CONSTRUCT THRUST BLOCKS NTS 7 � TO REMAIN , PER TABLE THIS SHEET _ EXIST FH & VALVE 7 6" PVC W REVISIONS C� TO REMAIN r INSTALL VALVE INSTALL BLIND FLANGE 1 EXIST 6" W CITY OF ACA TO BE REMOVED NO. BY DATE DESCRIPTION 1 EXIST VALVE TO QRQ�ES.S/()�� ORI OAST ENGINEERING I . ��° , SYSe" PVCW _ BE SALVAGED ��, �� STATE ROUTE 41/ATASGADTRO AVENUE " clu CONSTRUCT THRUST BLOCK INSTALL 6" TEE 6 PVC CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT STORM DRAIN IMPROVEMENTS PER TABLE THIS SHEET EXIST VALVE TO BE SALVAGED � 7 29743 EXIST VALVE TO ,EXIST 6" W TO BE REMOVED CONSTRUCT THRUST BLOCKS 1 INSTALL MUELLER H-619 6"X6" 7 25 Creston R d. -- S u I t e B Exp. 3� 1X99 * A TA S C A D E R O AVENUE BE SALVAGED , TAPPING-SLEEVE OR APPROVED EQUAL PER TABLE THIS SHEET Paso Robles, CA 93448 WATERLINE SCHEMATIC WATERLINE SCHEMATIC s�q c�viL � STA 20+00 TO STA 27+50 (805) 239-3127 NTS — 0 C���F� �""�3""'� DESIGNED BY: DRAWN BY CHECKED BY: JOB NUMBER SCALE: SHEET: NTS (805) 927 8Fa51 " , STEVEN J. SYL R, R 29743, CITY ENGINEER DATE DRB GMH 93104B 1 = 40 5 OF 12 i NORTH COAST ENGINEERING INC. copyright D 1997 ca t REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS A PROVED COUN R N NO. CRIP ON BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 DESCRIPTIONS BY DATE P CI! ESOLUTIO 26--92 3 1O 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/1 O 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3/1 O 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DES.. Ti . S 1/2" R. NOTE: 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED 12 1/2 to NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" O.C. IN ACCORDANCE WITH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. " PLACED 1-1/'2 CLEAR TO INSIDE OF BOX UNLESS OTHERWISE 1-1 2 BATTER S PROPERTY UNE 2. ALL JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED. NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH GUTTER UP " " EXPANSION JOINT AND A MINIMUM SLOPE OF 4:1"FROM ALL DIRECTIONS TOWARDS BACK OF CURB 6 1-1 2 " OUTLET PIPE.. USE CLASS A P.C.C. FACE ANGLE TO EXTEND GUTTER FLOW LINE " " 1/2 FILLER 3. INTERIOR OF THE MANHOLE SHA!! HAVE A SMOOTH TROWELED SURFACE. r. �= T„ SAME SLOPE FULL WIDTH OF BOX.. WATERPROOF 1/2" RAD. 3/4 RAD. ( ; ".. 6 CUR AS GUTTER STOPPER & 4. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER. ' • ____� HEIG 1/8 BEND (45') BACK OF SIDEWALK SEAL�7 6 R W 2"T ;t , 1" �'�- 4 MIN DIA. VARIE MANHOLE FRAME AND COVER - PINKERTON A -- 640 7" �� 1/4 �i ` �'."_ _ 3CIO) __-3 PAVEMENT 3" 5" 3" CONCRETE COLLAR - CLASS A P.C.C. 3 MINA. " 6 SACK - 3000 P.S.1. 16" w WIDTH TO 5 MIN, " " �', H A A SEWER MA7ERAL SIDEWALK--� 12 THIS POINT 1/2 x 6 �--- /� PLACE 1/2"x36" 4-6 MIN 1 NO. 4 REBAR AU_ SIDES Q! ANCHORS STEEL REBAR 10" 6" -•r- 2' 11-3/8 �SEVER VARIES i AT END OF F".., � LATERAL STRUCTURE ' AC. TYPE B ,s :�. :., t _ j .`'f ', `;:: :.' N ¢� 3" MIN SEWER MAIN • BACKFILL •STRUCTURE• '' +'•• .,� •' ' a� � 2 � •• . •, .. . .. � PLAN J -�- 6" MIN. dACKFilC 8" PROPERTY LINE t 3" A CITY ENCROACHMENT PERMIT AND t t 24" ADJUS71NG RINGS AS REQ'D. ' ' ' + t INSPECTION ARE REQUIRED FOR SEWER TYPE P ACt DIKE _ T R W SERVICE AND INSTALLATION. PRECAST TAPERED CONE OR t 2-8" t CURB' SCORING LINE Its" 3 MIN 4 MIN. 1 FLAT COVER MANHOLE PAVEMENT WIDTH MEASURED TO THIS POINT w 10' MAX m REDUCING SECTION. SE��-IQN A PLAN I" r1/2" R D. EXPANSION JOINTS ,.;; •;,;;.; H SHALL BE PLACED ''' t =: > PROVIDE KEYED BASE FOR �: 1/4 PRECAST RISER SECTION. 8'-0" OR LESS 6 " il " 6 AT 25' INTERVALS, ".4 2 :� s 8" 1/4" RADIUS 9 1/4" RADIUS 3/4" RAD. N " 6 1/4" I�,I AT ENDS OF ALLD 8 --1 TO 20 --0 CURB & GUTTER z �_ z 3 CURB RETURNS, L2-1 2 x 2-1 2 x 1 4 " wAcirHDEFD�ESSilass HEIGHT JA��E ANGLE / " / " / " _ N 3 1 2" RAD. " MATCH 2 ? NOTE: A MIN. LATERAL SIZE: co 12" 6" / 1-3/4 THE INTERVALS 1/4 LATERAL SHALL BE CAST IRON PIPE 4" DIA.; MIN. SLOPE „ " " BETWEEN EXPANSION " 1/4 --�TYP" CURB FACE "-1/2" fD 18" O.C. OR PVC PIPE ENCASED IN CONCRETE " 1/2 49 x 18 14 -- -- JOINTS SHALL VARY , , 48 5-1/2 " 1/4 PER FOOT GREASED SMOOTH \ TO ALLOW MATCHING LEVEL OVER THE TOP OF I PIPE. OTHERWISE, PLACE 1/2"06 OF JOINTS ADJACENT 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. DOWEL OR ,-- LATERAL SHALL BE SDR 35 PVC. STEEL REBAR , . --_-_ •` . `, ° . 1' 4 EXISTING IMPROVE- _� - REBAR W/SLEEVE ° MEIJTS. - FAQE ANGLE AN AT END of STRUCTURE DA.CKFILL. 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED m i' ` END OF PIPE TO BE INSTALLED LATERAL AT ALL EXPANSION - ¢ ` FLUSH WITH INSIDE OF MANHOLE. ' TO A MINIMUM OF 9096 MAXIMUM DENSITY SHALL BE PLACED UNDER THE — '•• •; � � NOTE:; FRAME SHA!! NOTE:GRATES TO BE BICYLCE PROOF A.C. BERM IN JOINTS AND SIDEWALK WHEN THE SUBGRADE HAS AN R—VALUE OF LESS THAN 70. Cr. ,, �04'� BE DIPPED OR PER STATE STD. PLAN D77—B RURAL AREAS WYE CONSTRUCTION JOINTS. ' ----------------________ " " ------------------------ PAINTED IN DETAIL B ONLY 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS :• :; Q�Q� �' SMA!! PIPE INLET COMMERCIAL QUALITY �1/8 BEND (45') SECTION AND AT ALL INTERVALS NOT EXCEEDING 25. \ ASPHALTUM PAINT. " CONC. CURB 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH ` i 3 1/2"x 1/2" DROP SLOPE 2 INSTALL �' ., `� - DETAIL "B"'� , 3 MIN. WATERTIGHT SEAL NOTE THE EXPANSIVE JOINTS. �:- --°� �°-�-�--- 1) TYPE "A" AND "C" CURB TO BE CLASS 'B' P.C.C. '' ~` R SEWER MAIN IF NOT CONNECTED - a 1/2 „ NOTES: TO BUILDING SEWER. 2 DIKE TO BE TYPE B' A.C. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-114" IN DEPTH AT 1. "S" SHALL BE MARKED ON CURB OVER LATERA!. 3) STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. INTERVALS NOT TO EXCEED 5°. " FOR USE WITH ;� r 2. THE "S" SHALL BE STAMPED INTO NEW CONCRETE 8 24 WIDE GRATE 2'-2" (24" - 1'-11 5/8") � ,. AND"SHALL BE CHISELED INTO EXISTING CONCRETE. CURING METHOD -- 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED 8Y THE N0. 4 REBA FLOW UNE - MATCH FLOOR TO " O EXPANSION 3. THE S SHALL BE NOT LESS THAN 3 HIGH, 2 WIDE CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO ENGINEER. " 2-0 s t,�� 3 MIN. " THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. 12 O.C. EACH WAY FLOW UNE OF LARGE INLET PIPE v JOINT AND 3/16 DEEP. " " L4"x3"X1/2" ¢ WINQ IRAN51TION PLAN 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. POURED-IN-PLACE CLASS A CONCRETE BASE. NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" MIN. WATER SERVICE. 3'- 5 3/8" CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"-32", THEN I)21QAFRAME �� A DESIGN APPROVED BY THE CITY ENGINEER, UP TO SURFACE. DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO R A.L. DRAWING NO. R.A.L. DRAWING NO. R.A,L. DRAWING NO. R.A.L. DRAWING NO. V.S. DRAWING NO. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: S.J.S. S.J,S. S.J.S. S.J.S. V.S.I GN s. TE: 41 501 02 2� 2 27%92 _ SEWER LATERAL LOCATION 2 z9z CURBS 41 2 27�92 SIDEWALKS � z7 92 STORM DRAIN MANHOLE �' ,/9z STORM DRAIN INLET C) 603 FILE NAME: FILE NAME: FILE NAME: FILE NAME: AT418.DWG ATSC?1.DWG AT502.DWG FILE NAME: AT603.D WG REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS V U — _ _ _ BY DATE APPROVED COUNCIL RESOLUTION NO 26 9 3 10 92 DESCRIPTIONS ONS Y DATE APPROVED COUNCIL RESOLUTION LU ION O. 26 92 3 10 92 DESCRIPTIONS BY DATE APPROVED COON RESOLUTION DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26 92 3/1 O 92 DESCRIPTIONSE U 2 1T B D T VE N L E O T N DESC P CIL ESOLUT ON NO 26-92 3/1 O 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3Z1 O 92 NOTE: QWITH NEW SEWER INSTALLATIONS: NOTE: PRECAST REINFORCED MANHOLE BASES v CONSTRUCT MIN 3" AC ON 8" CLASS 2 BASE 14" i i ( WITH EXISTING SEWER: " " ® (ATASCADERO AVENUE). POURED IN PLACE CLASS A CONCRETE MANHOLE BASE PER S.I.O. CO. STANDARDS CUT EXISTING ROADWAY TO PROVIDE VERTICAL SKID RESISTANT m SURFACES AND SQUARE CORNERS. CUT EDGES DRAWING N0. S-3 ""'� C WILL,,BE STRAIGHT AND NEAT IN APPEARANCE. " PROVIDE MIN 12 BENCH A A / i I F.H. FINAL MINIMUM 2 Wei 1ES INTO UNDISTURBED i ROAD BED (BOTH SIDES) L-' -" A -_ A PROPERTY 18" GRADE 12" ASPHALT OTHERWISE " ► LINE MATCH EXISTING. ,SHELF . PIPE JOINT (Tl'P) MANHOLE FRAME AND COVER TO CONFORM w o I••--i SHELF WITH STANDARD DETAIL N0: 608 z ''''�'�'` ( T Op\ 0.,, O u\ 0— O \ 0'` O p\ 0— O e\ 0- O O v\ ° O v\ O o\ 0— O o\ 0" SLOPE SHELVES 12"--•1 `�' \ / TO DRAIN " o o a o 0 01 0 0 o n a o 0 0 1 1 -6 MIN. D O p Q O o O a 4 O f, 0 O C,Q O D.© O O p© Q O p © O a ••• __•• NOTE: Na LATERALS ARE TO BE �`� SEALED BLIND I .. o ., o o a ., o 0 0 ., O o � n ... a o� - o s SANITARY CONNECTED TO CLEANOUTS. i-- PICK HOLE SEWER WATER MAINELAN i � PLAN VIEW ETER 95X RELATIVECOMPACTION STOP DETACHED SIDEWALK OR CURB ONLY " 24" el:ASS 2-- AGGREGATE BASE A.C. PAVEMENT REE .•..::-:.,:.• ,,-- SEE NOTE BELOW SELF T BACKFILL F 6" -- �- CONCRETE COLLAR CONCERNING TRENCH FROM DEBRIS AND >.. PAVEMENT ,..... ecs .•�:.• ..;. .,•.•.••.•:•. " " � 8 3 OR 6 RISER RING (9 MAXIMUM) IN EASEMENTS. MAGNETIC DELETERIOUS MATERIAL. .. TRACER BASE MATERIAL ` ' " PRECAST CONCRETE TYPICAL TAPE CONCRETE COLLAR- 24 ) it FACE OF CURB --'�� , : MANHOLE WALLS SHALL BE A PROPERTY ac3 F 7". ® PRECAST TYPE CONFORMING TO LINE c�W TYPICAL BEDDING z 9596 RELATIVE COMPACTION _ - ASTM STANDARD C478-61T mtn F.H. i -- COMPACTED TO 95% REMOVABLE CAP FOR GLASS 2 REINFORCED " OR PLUG CONCRETE PIPE. I 12� 18" 1'-6" MIN. SAME SIZE AS MAIN , ALL CONTACT SURFACES TOI LINE (6" MIN.) MANHOLES SHALL BE WATERTIGHT BE MACHINED 26-1/4" WATER MAIN JOINTS TO BE SET !N A WATERTIGHT METER 6" MIN. . ` 1. o °\ ° ,\°, °;b•,tl;;. %:`\':4 SEALANT APPROVED BY THE / 4 CURB AND SIDEWALK CONTIGUOUS W CITY ENGINEER. STOP - �.-- • , 2a--•11/32" Cf- I 6" MIN �' 6" MIN y 1/32 r 1 8 o LEAVE OUT PIPE IN CHANNEL OR PIPE t 8" MAX 8 MAX uo•.T.\a ,=R\o'oi• O w ��•��oo�T�pD�t� MITERED BENDS ( / ) SHALL BE PRECUT BEFORE PLACING -4 0,• BASE. 10s TAPER N O, . o\ : .o\• o\• SANITARY SEINER LINE 6" 48" 6" --- o.:% °:• °:• .. °:e.. ° e •°:° 6"MIN. BELOW FL r PRECAST REINFORCED MANHOLE BASES --- �- 12" SEMR LA RAL WITH INFLOW AND OUTFLOW COUPLINGS " CAST IN AT ENGINEERED INVERT, ANGLE, " PROPERTY- F.H. A �� 1" RADIUS AND SLOPE ELEVATIONS. 24" ` i ? A CITY ENCROACHMENT PERMIT AND • °' INSPECTION ARE REQUIRED FOR V2 M/1 NOTE: WELL TO BE No. 4TT VALVE BROKEN OR CHIPPED RINGS AND CONES " 12" " BOX WITH CAST IRON FACE � ' "` X1--1/2 --� F' 1 -6 MIN. TRENCHING IN PUBLIC OR COLONY SHALL NOT BE USED EXCEPT BY APPROVAL AND COVER (BROOKS PROD-- s''., OF THE ENGINEER. I GREATEST O.D. DIMENSION RIGHT-OF-WAYS, DUCTS INC. 017 APPROVED c� r .p••' •. SOUTHBAY FOUNDRY 1900 AT PIPE JOINTS EQUAL} CAPACITY SHALL '' s, OR APPROVED EQUAL WATER MAIN BE ADEQUATE FOR STATE 8" MIN.' STOP SECT ON A--A H2O—S16 TRAFFIC LOADING. °°' "``' RUBBER WATER STOP WITH STAINLESS WITHOUT CURB AND SIDEWALK STEEL BAND ATTACHED TO ALL h 60" MIN. _I FITTINGS TO INSURE WATER TIGHTNESS. NOTE: CAPACITY SHALL BE ADEQUATE FOR , C-Pr-I-I ON A"""A STATE H2O-S16 TRAFFIC LOADING NOTE: ALL BOXES ARE STANDARD METER BOXES. RAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. C•A•C• ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. V.S. ENGINEERING DEPARTMENT DRAWING NO. U DESIGNED BY: S.J:S• S,J,IS.N DESIGNED BY: DESIGNED BY: DESIGNED BY: s'J'S' S.J.S. WATER SERVICE HYDRANT V.S.E: BACKFILL REQUIREMENTS FOR• TYPICAL ECCENTRIC CONE 606 � 608 � / X01702 m o2 27 s2 SEWER CLEANOUT OZ 7 9z a 2792 SEWER MANHOLE COVER a2 2T 9z 02 2� 92 FI E' NAME: 1 M : PRECAST CONCRETE MANHOLE FILE NAME: FILE NAME. LOCATIONS FILE NAME. WATER OR SEWER LINES AT606.DWG AT608.DWG 0 REVISIONS m --- CITY CSF' ATASCADERO, CA N0. BY DATE DESCRIPTION a NOR COAST ENGINEERING INC. . syr _ _ _ ���, STATE ROUTE 41 SAO 41 14.7/15.9 Cu CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT �\ ATASCADERO AVENUE 29743 STORM DRAIN IMPROVEMENTS C 725 Creston Rd. -- Suite B * EXE. 3/3199 DETAILS LD Paso Robles, CA 93446 �� civic �P CITY OF ATASCADERO STANDARD DETAILS (805) 239-3127 C�` CAi���`�� m (805) 927---8651AA , lo DESIGNED BY: DRAWN BY: CHECKED BY. JQB NUMBER SCALE: SHEET: CD STEVEN J. S S , RCE 29743, CITY ENGINEER DATE DRB GMH 931048 AS SHOWN 6 OF 12 NORTH COAST ENGINEERING INC, copyright OQ 1997 CD s CUT EXISTING ROADWAY TO PROVIDE VERTICAL SURFACES AND S?UARE CORNERS. CUT EDGES WILL BE S RIGH AND .NEAT IN APPEARANCE. DRAINAGE CHANNEL 40' t HYDROSEED ALL10 DISTURBED AREAS VARIES DRAINAGE { " STATE ROUTE 41 ,., ,w w CONST. EASEMENT 0 EXISTING A.C. 12 1 PROVIDE MIN 12" BENCHw ,© °w- INTO UNDISTURBED NATIVE BACKFILL EXIST PAVEMENT SECTION F5 w VARIES , : ROAD BED (BOTH SIDES) �:>-a COMPACTED TO 85% z , m Q z I , Q I 12" pti a„rd.O0F,/..r..,W,f.t..,O c?n..,1L°T.,..R......,ra0•'.`O'�.rr•/ry:rQr•i 0i:'`.�,�Or.•,a•::y1:.1�rr/:jljf.:.�; vr. ri/r rY.rrir§r r.::a....':.,.,. .., .,U.,.,.O„, '•—0, I -Q © 6 0—O sV O 0. O s\ O. O Oo\ 0-•0.P% 0• 0O OpvO /4 Qo ° p p 1 -024 16� IF— CG 3 :95 - w2 ,C14 N w iRELATIVE coMp ' 4 a .. ~( ~ v~i EXIST. GRADE cn to cn cn .t:. 12” MIN./18" MAX. `: \ \ \\ \ x x x X TYPE I ..- SAND BEDDING _.. . „� •-'' .._.. MIRIFI 140N NON-WOVEN ........:..... ... �, _ - j� � \\ \\ '\� _'." ----—-- _ �`- FINISH GRADE TYPE I •._.,..,, .r� • •,.,• •�: I SAND BEDDING r.: . --7-- OR ^.d '"�':. // // // // // , GEOTEXTILE FABRIC ,;. , •.:�. /\/\\/\/\/�\ / \ ORE UAL © °... .o. Q a 6"MIN. MIRIFI 140N NON-WOVEN ° GEOTEXTILE FABRIC °oD100 OR EQUAL " o 9 o 0 6 MIN. M ' GRAVEL BEDDING, TYPE II o ° ° 3' CE o ° ° ° CONSTRUCTION NOTES: GRAVEL BEDDING, TYPE II o " o ° CONSTRUCT PCC CURB AND GUTTER PER CALTRANS STD PLAN A87, TYPE A2-6. ° o o Q° 6 MIN. BELOW FL o $ ° 2 _ CONSTRUCT PCC SIDEWLK PER 4� 0 0 ° °:in o o 003 6"MIN. BELOW FL CONSTRUCT A.C. PAVEMENT SECTION. MINIMUM 6" AC ON 16" CLASS 2 AGG BASE IN STATE ROUTE 41 RIGHT-OF-WAY. 6" MIN. 8" MAX. MINIMUM 3" AC ON 8" CLASS 2 AGG BASE IN ATASCADERO AVENUE RIGHT-OF-WAY. GREATEST O.D. DIMENSION PLACE No. 4 REBAR DOWELS 2' ON CENTER. AT PIPE JOINTS DRIVEWAY RAMPS REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN CONFORMANCE NOTE: 6" MIN. 8" MAX. WITH CALTRANS STD PLAN A87. ALL GRADED AND DISTURBED AREAS SHALL BE REVEGETATED GREATEST O.D. DIMENSION BY HYDROSEEDING PER SPECIFICATIONS AT PIPE JOINTS CONSTRUCTION NOTES: CONSTRUCTION A.C. PAVING COURSE. MINIMUM THICKNESS 3" IN CITY RIGHT-OF-WAY. MINIMUM THICKNESS 6" IN STATE ROUTE 41 RIGHT-OF-WAY. L./ CONSTRUCT CLASS II AGGREGATE BASE 'COURSE COMPACTED TO 95% MINIMUM THICKNESS 8 IN CITY RIGHT-OF-WAY, MINIMUM THICKNESS 16" IN STATE ROUTE 41 RIGHT-OF-WAY. TYPICAL NORM DRAIN TRENCH TYPI'4L*%;AL' 'S'TO'RM ''.Dtr"%IAIN 'TRI�:'LN" CH _ +.YP�CAL uRe, BUTTER, AND S�DEWAL RECONSTRUCTION TYPICAL SECTICJN STATION x'98+ESO TO 820+50 3 4 (IN PAVEMENT) NO SCALE (1N EXISTING DRAINAGE CHANNEL) NO SCALE NO SCALE NO SCALE z z REPLACE EXISTING 4 CL A.C. DIKE PER CALTRANS °' INSTALL SALVAGED VALVE BOX AND COVER w STD. PLAN A87 w CONSTRUCT P.C.C. COLLAR; CL A. 6 SACK, OR MATCH EXISTING } 3000 PSI ? a VARIES VARIES 12" No. 4 REBAR ALL SIDES w 2' MATCH EXISTING 2' in x 5 3 4 SAW CUT o " " VARIES < 2 A.C. OVER 6 CL 2 CONSTRUCT CPP FLARED z AGG. BASE COMPACTED z ©� P NOTE: 1. ALL NUTS AND BOLTS END SECTION Q TO 95% o ••,.p:S .4 •.. •' 4 ,0 / \ A , 'to.>: :°. / SHALL BE GALVANIZED. d 5�„ SLOPES ALL T „_,•.' ./ � \ . . O• ' 4 4' �` _ _ - 2. ALL VALVES SHALL BE 2 CONSTRUCT CPP ���~~ r '.`• � - .� '°�/�\�\ \\/\\/' WRAPPED WITH 30 MIL 1� � < - - -- - - - -- - - - � - •--� � . �\\�/� PLASTIC AND TAPED. 1 �1 SECFLATION ED END 6 EXISTING 6 _..,.�.. ...., �_,W _ _.• _ .... _ W T. � � M . __,. _ � . GRADE L- - - - - - - - - - - - � y: i0 ( ,� � � FINISH GRADE 7 \ " �.. _ �... _ __�. _ .•,., _ _ _.. .w _ _ + PER PLAN 2i 12 MIN. _..,.__ .. CONSTRUCT 6". f, SAND COVER P.V.C. CL 150 CONSTRUCT .24" t° 7 -:: r �'//,�'r%////%//%//%//%//%� SALVAGED LID CPP EXISTING GRADE 5 LOCATOR WIRE TAPED - -- �#` r� 8 R : ..::../..".... : :��\\\\\\\\\\\\\\\\\\\\\\; APPURTENAINCES. CSALVAGABLED ..k TO PIPE (AWG 12) r ,_� _.....,..�.... 2 1 N .. . ,.., ;; . •...,.:• <561 MATERIAL SHALL BE DELIVERED ;'. \� No. 4 REBAR ALL SIDES TO THE CITY STREET YARD OR _.. .� /'\.\\/ / AS DIRECTED BY THE CITY ENGINEER. c9oo PVC PROFILE C900 PVC = "'.: . .. ': •: 6" MIN. SAND BASE INSTALL a * SALVAGED r''r ,fir`;,y CONSTRUCT 6 CL 150 C900 PVC PIPE METER SIZE 1 : rx: � .r :r r I HWY 4 5/8" 3T4" 7UVA -1 2 WATER VALVE ;� r• r rxr %�,t r S „•yam . 1 w.,..,,,,.,�� � YMy...-•• 6 1 " 11 ' J�4r <°S`.,, ri 4�\ \ RECONST. EXIST. s" ,r A.C. DIKE 1-1 2 13 REPLACE PORTIONS OF / EXIST. A.C. OVERSIDE DRAINS \" SAWCUT REMOVED DURING CONSTRUCTION CONSTRUCTION NOTES. CONSTRUCTION NOTES. ,; • i �„ ............................. 14 SAW CUT 2'X2' SQUARE CONTRACTOR SHALL FURNISH AND INSTALL BLUE 2-WAY REFLECTORIZED 1" CORP STOP -- MUELLER H-•10046 FOR 5/8" TO 1" METER RAISED ROADWAY MARKER(S) AS DIRECTED BY THE ENGINEER AT EACH HYDRANT 2" CORP STOP - JONES J1943 FOR 1-1/2 TO 2" METER „�\ f f ,�/ CONSTRUCT P.C.C. COLLAR; _---• �r.-- T (HAWKINS RAY-O-LITE V16C-DB OR APPROVED EQUAL). �\ p=: :f f4 v CL A, 6 SACK, 3000 PSI - - _ .••_w, --- - '� ,.. 2 1" POLY ETHYLENE TUBING - CL 200 IPS FOR 5/8- TO 1" METER `� t° �# 2 ALL EXPOSED NUT AND BOLTS WHICH ARE BURIED SHALL BE COVERED WITH 30 MIL. 2 SCH. 80 P.V.C. PIPE MIP x MIP FOR 1-1/2 TO 2 METER g PLASTIC. � 4' ..4 LJ ANGLE STOP (SALVAGE EXISTING) /� 4 RECONST. EXIST. I A.C. PAVEMENT 3� ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. �4 CUSTOMER VALVE (SALVAGE EXISTING) ` /'� � /'`//�/��'r� /i. ..,...,,..•.,,,•....s:,.�..........................................,... ALL CONCRETE SHALL HAVE A MINIMUM 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. PLAN METER BOX (SALVAGE EXISTING) 4� INSTALL SALVAGED FIRE HYDRANT. � TYPICAL WATER VALVE A S TMB Y TYPICAL C, J ADAPTER -- MUELLER H--15456 FOR 5/8" TO 1" METER T DRIVEWAY CULVERT REPLACEMENT 55} RELOCATED PVC WATER MAIN ? USE 14 GAUGE COATED SOLID COPPER TRACER WIRE FROM CORP STOP TO ANGLE NO SCALE Q STOP ON ALL SERVICES �J NO SCALE co CONSTRUCT THRUST BLOCK, 13 S.F. MIN hJ JONES J969 SS DOUBLE STRAP SERVICE CONNECTION co CD RELOCATED P.V.C. WATER MAIN REVISIONS LID cv 10 ADJUST LENGTH OF EXIST SERVICE PIPING AS REQUIRED �' "" CITY O ATASCADER0, CA dj ' N0. BY DATE DESGRIPTION NORIA COAST ENGINEERING INC® � ,. sy '�W ' `� .� STATE ROUTE 41 - SLO-41-14.7/15.9 CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT ATASCADERO AVENUE ro 29743 STORM DRAIN IMPROVEMENTS FIRE HYDRANT RECONSTRUCTION REC ONSTRUCTED WATER SERVICE 725 Creston Rd. -= Suite Exp. 3/31/99 _ Paso Robles, CA 93446 DETAILS - 1 THROUGH 8 co No SCALE A S EMBLY NO SCALE (805) 239--3127 s�q�� CIV1\.. m (845) 927-851 FF CAL`F ""� DESIGNED BY: AN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: -' STEVEN J. SYL TE CE 29743, CITY ENGINEER DATE DRB GMH 93104B AS SHOWN 7 OF 12 c> NORTH COAST ENGINEERING INC. copyright Cc1 1997 i EXIST A.C. BERM TO REMAIN �`' • _ `� REMOVE EXIST STRUCTURE . - - ••'-- -�� 8�' �•,tn� CONNECT EXIST. 24 CMP •.. - ,. ` ` REMOVE EXIST. AC OVERSIDE DRAIN i �• � TO NEW STORM DRAIN STRUCTURE CONSTRUCT GUTTER WINGS TO - . ••--•- -.....894--- �`�• ` �"`- ""- �"` 796+98.17, 54.95 RT 3 -_ 4. �y " 0" 806+09.81 STATE ROUTE 41 \ \ CURB OPENING INLET PER CITY EXIST. SIGN 30 CPP 43.85' RT CL 43.26' RT FACE80F CURB \ B \ STD. DETAIL 502 Pp 8 93 / / 797+64.82 44.10' RT i `; `. w••. �Y, ``" -�. r..--- EXIST SIGNAL .. �� (STATE ROUTE 41) EXIST HEADWALL AND �' �' _. -- d- ( I A 00 [ AAA REMOVE EXIST. 2•--30" CMP PIPES �'. �`�, �., •`� f "' w ( � ; I M � I ...-•' ~' TO. BE REMOVED `' '1 '`� t„``� '; I ; ; i io I- I -- 18 CMP _--REMOVE AND REPLACE EXISTING ` � - - - - - ,- - - - _ --- P --- j .• �. ." '; .c.c. CURB, GUTTER, AND " _ _ - , 90' CPP SIDEWALK PER CITY STD. DWG. 9°T C p ELL 418 AND 419 SIDE OPENING CONSTRUCT 5' STUB OUT - 9 HIGH X 4 WIDE CONSTRUCT 12" CPP STORM DRAIN 36" CPP WITH END CAP / / 8 FROM EXISTING SEDIMENT TRAP TO CONST. A.C. OVERSIDE DRAIN \ f » EXISTING 12" / / NEW STORM DRAIN STRUCTURE AT 2% PER CALTRANS STD. PLAN-D87A , \ 6--10 3/4 7#-4 3/40' DRAIN REMAIN S / REFER TO CALTRANS / PLAN STD. PLAN D72, FOR -` REFER TO CALTRANS (2 STD. PLAN D72, TYPE �d' CURB OPENING AND -- o, REFER TO CALTRAN$ STD. PLAN D73 EXISTING SEDIMENT TYPE G2 DROP INLET; FOR REBAR "GOL" DRAINAGE INLET, ���GRATE DETAILS PLAN VIEW PLAN TRAP TO REMAIN ....w.. _,,,,•, .,• �.,. ._ �.,.._ ..,, DETAILS. _ ---- SECTION G-G FOR REBAR DETAILS FOR DETAIL OF STRUCTURE ---�' A.C. OVERSIDE SEE DETAIL 10, THIS SHEET ` DRAIN MANHOLE FRAME COVER AND , alert. � • t. .'f3!"••s. r ,. ' .- -- CONSTRUCT GRATE AND FRAME COLLAR PER CITY STD. DWG 501 �`' -- 894.00 RIM CONSTRUCT 24" CPP f SUPPORT PER CALTRANS STD 890--- -4- 8g -��4 �`�jp CONSTRUCT (4) GRATES WITH FRAMES PLAN D74A SECTION A--A AND `� PER PROFILE, SHEET 2 b' PER CALTRANSSTD. PLAN D77-A X_X �+ �y (GRATE TYPE 24--12) 1" CHAMFER Q, FACE ANGLE PER -- 46 _ 891 � � g� CALTRANS STD. PLAN D72 CONSTRUCT STORM DRAIN 24" EXISTT. • " 12" CP » EXIST. �,� . � (TYPICAL) �$ 1,Oy 2�. MANHOLE PER ATASCADERO 4 CPP � 24 2 24" CMP ._ • € �` \ `�, � .� �� ,,. ,•. REFER TO CALTRANS � .� ___. ';.; C P CPP '- ._• . �. �.t ., » .<, ...•. ,� •:.•- .,t, •'��� CITY STD. DWG. 501 „ .,,GMP. ._._. 3 FILLET 2• / :r' \\� I g STD. PLAN D73, TYPE 8�2 ( `t, SIDE Cl NTNG 8 �\� ;,, ��,� G2 DROP INLET, ' 887. FL `• \� SECTION B-B FOR , t , •, 6" REBAR DETAILS 8 c s• � r � ` 1" CHAMFER d ♦.• 'F�. t[,=: � �, -�• :• » " •: U� ` 4#-6" � » :•. . (TYPICAL) ;;. + .:. '�`' 3GPP : . 3" FILLET .,.: `IPP `IPP Bo 4. ' (� '� CPP CPP C P 1 '.- ',t <.. + `+' 1r of ',•s ',� •` Yr./h: r t,r -r"• ri r \\\� \/ s+.s� +_.:c;'�r r `r. •'sir '2• *MIN.'-* :t tit .l � `. t \ • \ •� � � cAd,• "'T/� � �/• � �,. ., • • • �• •4 $.�:�� 83 A » g" •: ;,�•. 8 MIN. rr ! ,�.-ja !N a MIN. r? SLOPE AT 4 j HYDROED ALL\,DISTURBED AREA �'�L ®. • - r`' ..; , _ �,;., :� f ~j \ \ `�• CONSTRUCT 6'X4' RIP RAP MIRAFI 70OX GEOFABRIC CONSTRUCT 5' STUB OUT CONSTRUCT 48" CPP FACING CLASS, METHOD B OR APPROVED EQUAL » P T d'�p PER PROFILE, SHEET 2 � A2 SLOPE AT 4:1 � 36 CP NTH END CAP �. 8 8 893 ' \ t� PLACEMENT, 18" MIN THICK 2.2 C.Y. OF CONCRETE 8" MIN. Op SLOPE AT 4:1 ��I✓ ��L CONNECT EXIST 24" PIPE t 5'•.•.0" ��'G TO STORM DRAIN STRUCTURE SECTION A- A SECTION 13- 13 \ REGRADE EXIST ` SECTION A- A SECTION A- A SECTION 13- 13 DRAINAGE CHANNEL � TO 1% STORM DRAINSTRUCTURE 01 NO SCALE DETAIL STORM DRAINSTRU(0)TURE *2TC�R�'I DRAIN �TR�ITURT �1 C�'RADIN , STORM DRAIN STRUCTURE 3 G10 11 12 NOTE: 1. REFER TO CALTRANS STD. PLAN D73 TYPE G2 DROP INLET; FOR REBAR DETAILS NO SCALE NOTE: 1. CONTRACTOR TO VERIFY INVERT OF EXISTING 24" CMP NO SCALE NO SCALE 2. MORTAR ALL JOINTS BETWEEN PRECAST SECTIONS AND ALL PIPE CONNECTIONS PER NOTE: MORTAR ALL JOINTS BETWEEN PRECAST SECTIONS AND ALL PIPE CONNECTIONS PER 2. MORTAR ALL JOINTS BETWEEN PRECAST SECTIONS AND ALL PIPE CONNECTIONS PER SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. � NOTE: NOTE: 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED 807+22.00, 43.82' RT 821+42.01, 41.12' RT B 9+94.76, 30.40 LT B 1• MORTAR ALL JOINTS BETWEEN PRECAST IN ACCORDANCE WITH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. ' » (STATE ROUTE 41) Q (ATASCADERO AVENUE) SECTIONS AND ALL PIPE CONNECTIONS (STATE ROUTE 41) 5-6 / PER SECTION 65--1.06 OF THE STD. 2. MORTAR ALL JOINTS BETWEEN PRECAST SECTIONS AND ALL PIPE CONNECTIONS PER SPECIFICATIONS. SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. -" 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. 48" CPP 2. CONTRACTOR TO VERIFY INVERT OF - - EXISTING 30" CMP. 4. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER. A A _48 48 I 24 CMP CO ( I CPP in _ - __ _ _ J MANHOLE FRAME AND COVER - PINKERTON A - 640 CONCRETE COLLAR - CLASS "A" P.C.C. 6 SACK - 3000 P.S.I. NO. 4 REBAR ALL SIDES PLAN -- // •` .•• B B PLAN N ,!'•;. :• : .; `.. PRECAST CONCRETE - 6" MIN. 60" ECCENTRIC FLAT " ADJUSTING RINGS AS REQ'D. 18" CPP CONSTRUCT ADJUSTING RINGS, 8?S COVER MANHOLE <[ MANHOLE FRAME AND COVER, R/ 34 REDUCING SECTION PRECAST TAPERED CONE OR AND CONCRETE COLLAR Q�� FINISH GRADE FINISH GRADE w FLAT COVER MANHOLE PER DETAIL 16 THIS SHEET 1��� 12" » gid' ¢ REDUCING SECTION. PLAN` ,` ti , a CONNECT EXIST. 30 CMP .; ��, r FINISH GRADE $ FINISH GRADE • REFER TO CALTRANS : .. : ; TO STORM DRAIN STRUCTURE . . ..' "'•' • CL OF CHANNEL PRECAST CONCRETE f > PRECAST RISER SECTION PROVIDE KEYED BASE R STD. PLAN D73, TYPE +• ,, ,. •:,. ». .�. ., •,*� .�. ¢ • G2 DROP INLET, 60" ECCENTRIC FLAT t _: �,.. �, .. - - SECTION B-B OR MANHOLE FRAME AND COVER COVER MANHOLEAll REDUCING SECTION } ,, .h f REBAR DETAILS PER CITY STD 501 ;� ;,, ( ,( �, EXIST 1 EXIST J I I " �1 = l _ 30" CMP l �`30" CMP 60" : » » ` 24 CPP (�> !* » •i = ,,• f ' IO 3 FILLET 9 �`` '� EXIST _. 2 ,', / t/ $1 �' ) LEVEL •: $ �10� 24" CMP CRP ' _ $gib __ - -- •w,: <: ti`' ' m / END OF PIPE TO BE INS ALLED 8" ~. 8" FLUSH WITH INSIDE OF MANHOLE. -.,. „_ •,• '. ..•,: ` ,�.• ...•,• `•: ' 48" CPP » �4 �• d ':`• � .� � .� � .� � � � = 2'•N �- All. / �,:'� 48 CPP ~` 1" CHAMFER `� 48" CPP �'''' 8„ CPP » a 1�'�' \�J CRP / �- 18 CPP 0.50 ``� - 48 I •� �. R EXISTING : CPP • �o '`,' `� --- , GRADE q�6 \ i "r.s :: .. FINISH GRADE AT CHANNEL �,<,ti �' .<�:�, :. ,,: .` '``'' a N0. 4 REBAR FLOW LINE MATCH FLOOR TO �- CAST IN PLACE 12 O.C. EACH WAY FLOW LINE OF LARGE INLET PIPE �3•®� r Y' �'` 8 `°�� CAST IN PLACE CONCRETE BASE SLOPE AT 4:1 POURED-IN--PLACE CLASS "A" CONCRETE BASE. » T CONCRETE BASE SLOPE AT 4:1 .8 MIN PER DETAIL 16 8" MIN PER DETAIL 16 THIS SHEET y* THIS SHEET CONSTRUCT STEPS SECTION A-- A SECTION B- Bti 4 : PERNOTE5 SECTION A- A SECTION 13- 13 CALTRANS STD PLAN D73 ,.` CPP STORMDRAIN STRUCTURE ? TYPICAL STORM DRAIN MANHOLE C-) STORM DRAIN STRUCTURE NO SCALE NO SCALE 14 NO SCALE SLOPE AT 4:1 ' » � ?/ 8 MIN L REVISIONS m ® CITY CST ATASCADERO, CA " � N0. BY DATE DESCRIPTION NOTE: 1. CONTRACTOR TO VERIFY INVERT OF EXISTING 24 CMP Cn �` ENGINEERING �Go 2. MORTAR ALL JOINTS BETWEEN PRECAST SECTIONS AND ALL PIPE CONNECTIONS PER NOJ TN A�,J T INC.�+ ` ,, S} SECTION A- A _ ��� ., �s �, STATE ROUTE 41 - SLo-41-14.7/1-5.a 00 SECTION s5 1.06 OF THE STANDARD SPECIFICATIONS. CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT ATASGAp ..RO AVENUE 3. CONSTRUCT ADJUSTING RINGS, MANHOLE FRAME, COVER, AND CONCRETE COLLAR PER DETAIL 16 THIS SHEET. 29743 STORM DRAIN IMPROVEMENTS STORM ®RAIN STRUCTURE 04 _ Exp. 3/31/99 725 Creston Rd. Suite B � 1 Paso Robles, CA 93446 DETAILS 9 - 16 co NO SCALE NOTE: MORTAR ALL JOINTS BETWEEN PRECAST SECTIONS AND ALL PIPE CONNECTIONS PER (805) 239-'3'127OF�'r'9� �'�U�� SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. 41• \805) 927--8651 C "��'" DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: STEVEN J. S S RCE 29743, CITY ENGINEER DATE DRB GMH 93104B AS SHOWN 8 OF 12 m CD NORTH COAST ENGINEERING INC. copyright © 1997 co M z Z SEE SHEET 10 FOR DETOUR AHEAD LEG"' END � W1 (LT) d SIGN FOR ATASCADERO AVENUE z m D STAGED CONSTRUCTION CONST. A.C. PAVEMENT WIDENING PEReM w z cow c� d- z ,_... o ® � + z ww . w ■ r w w t r r . PLACE TUBULAR e SPACING ' C2 �-/ o + Z N � d SURFACE MOUNTED CHANN LIZER (PERMANEN TYPE FLEXIBLE POST) 25 MAX. SPACING ® ROAD Cr. �Cs R96 ® N ,Q z z > SEE SHEET 10 FOR DETOUR AHEAD •tr o F A w O 0 z 0 SIGN FOR ATASCADERO AVENUE p I— CLOSED d 00 C5 LT) C2 0 Z z z va`t .a► DIRECTION OF TRAFFIC �s' � 0 <c STAGED CONSTRUCTION 0 X Z z MOUNT ON �� R 0 0 p� w — d w w X< z DETOUR 000 L W 0 J w N w z w w w O w BARRICADE (� D M -- m© m z CONST. TYPE III BARRICADE o /� �' r rf ,h 0 0 +z w p Z 0� ® �� � N � �j CONST. TYPE 111 S � d' c�� � T � �I �,ti� MOUNT ON BARRICADE N5 N,� w 0 25 z LO z 0 p U w + z BARRICADES r'� C's w.-r �Y�E I ' c; 1f' �+ �+� , +Mw O ADJUST EXISTING SIGNAL BOXES TO GRADE N w © <t �u < , `` ,� MPH V_ M /v— V_W w PRIOR TO WIDENING r� z MN f` 'AI F���qADE'� ,, / + 00 U 00� a0 W ES + z 00 � S/ �\ i �~y i + 0 REMOVE AND REPLACE 40 LF OF AC DIKE °' � "w �M�w, � 11r``r .t`'�kM1ff Ws(25) N Z PER DETAIL 418 ON SHEET fi R17 °° U _• ww � �� -'� ZZ :`w--w---w ,,rr' o- ''ti. CONST. TYPE it 00 w EXISTING TWO WAY :. ����. wW LEFT TURN LANE �24- DESBARRICAR17 `=� R17 IR i w � e"N•L`. 1 � •�Jr w.• * y, ••r.,, S 1 Am.Wa � `'J[ t1' µ• , '( � / ;: -.„•�w...wmw,xv xw,ww'.xv .wM•rxuvxw +xwx.w.•xur. uvxvrvw,w.• rnµwtuww,w , ,�t•:s;g , ,+� w »,•,„ ,,•,��",,w,'^•.. ; / > t• N�,... Y$' .f , + xa ., 4.r 1 ,. " Z. WORK RE _77 77 77 � � �mow � . 00 Cp co co tp Go Mw� M��'" �� � �µ 0 ., 4 N pa co W &00 W water ■ a ■�fmon ■ ■ thaw Co kD c� I "` w` -� _ r 1 : - m t ■ ■ �"� �M�ywww��� i . .� pr ■ w '1 W �w� �. ayT (a * . ■ P CJ1 0� `•1 r „N nN ,N r a w w w r r w w w r� ! r ! r r r r l�r — a r w ■ rr ■ t a t w r ■ w w 111 r ■ ■ a ! t ■ ...,..,,.,w wwOt ■ d ■ waw ■ � ! at ! rel w » Q rwr ■ r ■ aa�l ■ wratw ! ■ rt `�rltltttt ! ■ tttttwltGMw • Ilnttt ■ ! w ■ • ■ ■ ■ .1®p 00,. 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C°s _ _ _ '` ` - - m �""` 5.MAXb" TATE ROUTE 41 . .f J "��rJ�{fVf'r•.°�•t°,'�"4l"�•.r y, F"'�...F '.,.� tom~` ., �•`""3 J.-"� '�^ `'.`1 ...nom..+. 225 . SEE SHEET 10, DETOUR PLAN FOR TYPE AND LOCATIONS OF ADDITIONAL c�,.,�, O { ' CONSTRUCTION AND ADVISORY SIGNS. , ,rhJt ., � 1•r.J.r. rivf;YJfy <y3'trA,+Jr',r�J.1, `•4 Jrt 4 1 a EXIST. PAVEMENTEL m rrrlrTf -- M 3. WARNING SIGNS AND REGULATORY SIGNS REQUIRED FOR CHANNELIZATION " TAGE 2 CHANOILI SECTION ` (S) SHALL BE COVERED OR REMOVED WHEN NOT IN USE. mELIZATION PLAN W1 (RT) " D 2"' A.C. OVER 6 CLASS II 0 CITY AND 0 AGG. BASE COMPACTED TO W6(25) 4. CONTRACTOR SHALL PROVIDE MINIMUM 48 HOUR NOTICE T CALTRANS PRIOR TO INSTALLING INTERSECTION BARRICADES AND SIGNAL 95� (W) (S) ADJUSTMENTS ALL SIGNAL ADJUSTMENTS, TIMING, AND STAGING SHALL EXISTING BE ACCOMPLISHED BY CALTRANS PERSONNEL. STAGE 2 AREA 1 = 2'* 2 : 1 MAX. � GRADE U U AREA 2 = 2' 5 : 1 MAX. ` Z z • z z z Cz7 0 25' 50' 100' STAGE 3 .� . 0 AREA 3 = 8' 5 : 1 MAX. W Z © 0 p� z 0 � AREA 4 = 6' MAX. 2 : 1 MAX. cc z p d z < to .2 ® d 2' MIN. w m w N 0 0 1 m N w SCALE: "=50' *3' OFFSET AT OVERLAP -jw � M n � + z ROAD � + z o + 25 1 TYPICAL A.C. PAVEMENT WIDENING w a + W + w d CLOSE® cn � o n Q N0 SCALE � < 0 o 0 0, z z w © a ¢ •t 0 t0 MOUNT ON c+v d Q �Ja U MPH W w O w Q w z w o© CL 00 tL BARRICADE 000 a C 0 00 z M J m w z W C2 W56 s '# rf`rf, rf fit' r`r'� ,, W6�5) o © w Ca.,.. C> -{- z CONST. TYPE ill �,� fi f.�• _j_, Z fY1 �r 00 ,�(' orf kp z N + Z +z 5 U z pJ'1 w � ROAD BARRICADES S ,f �r+. ✓ iy �r'c; d- Q �Q w w w I— 1�.,}J �' 00 tF- CLOSED f f�' ti!'!; r; 0 w 00 U 00 I— 25 0 � Ld MOUNT ON BARRICADE i1 + z U + �'� > tt 1 11 �� J1 ` , N 2 EXISTING TWO WAY to C R17 AREA 3 y £ J'`f �°»y» R17 C 000 LEFT TURN LANE a. t -�, � JJ R17 , C �. 00 w :\• -n•r rt Vit' Sw S "^" r (� ;!— ......•... ........,,.. ..........,.. ......,..... ._._ ,. m ..... ...... , ""' ,, *�`;r..>t•�.. t :k,;' i? rrrr � ! r•yr"L "v ,f': f 1"' A 1 ,,,,,...,.�...,..., w.w+w.vw.w.r vwvuwr.ww, .w.vw.wxw. • ruw.wwmn u.w.wvvui is �„"..r �',..;t i t'•� ; { 'w.,.. ../'•.. � 4 ,.. ,,,w, ....m 5..« (r.• ;, tk 1 J o• AREA 4i r � r ... ........ ra,r'r "'••'"'4.' 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TYPE III rrf'rrr ffr Jrr �'t < LEFT TURN LANE 9 ` r } TO MORRO BAY BARRICADES � !\ CONST. TYPE III W1 (LT) a BARRICADES J' W � 0 SIGNS (THIS SHEET ONLY) D z C5 LT) 0 C2 �` C X x C� Q W N Ri 0 0 ROAD Q R17 0 w � „ „ ,. " " w DETOUR OSE 0000 CL0'° ',ED Z ¢ Q 40 x30 MIN. 36"x 36 MIN. Q 18 x 18 MIN. z CAD r-- z 0 Q W z > .� � 48"X 24" MIN. � 60" x 24" MIN. + z MOUNT ON BARRICADE N5 MOUNT ON 00z< 'n BARRICADE ci O ®0 U °� Lo+ z � 1= Q 30" x 30" MIN. E) 48" X 18" MIN. N p NOTE: 00 N w z ALL CONSTRUCTION AND ADVISORY SIGNS TO BE ORANGE REFLECTIVE 4' 12' 12' N• WORK AREA w p WITH BLACK LETTERS PER CALTRANS STANDARDS. ALL SIGNS SHOWN 25MIN. HEREON SHALL CONFORM TO CALTRANS "TRAFFIC SIGN SPECIFICATIONS" TRAVEL LANE TRAVEL LANE ROUTE "1 FOR SIZE, CHARACTER DIMENSIONS AND LETTER STROKE WIDTH. MPH GL' [� SIGNAGE ANDREFER TO LTRANS BARRICADE NUAL DETAILOS. TRAFFIC CONTROLS .1996 'F�86= FOR ® SURFACE MOUNTED --� CHANNELIZERS PERMANENT 9Ar 70 EL 0 W6(25) 0 TYPE, FLEXIBLE POST) 0 " TAGE %Aa3qh' CHANal\JOELIZATION PLAN CONST. TYPE III ROAD V '� BARRICADES 700 M M CONSTRUCTION AHEAD CD 0 C18 \-SIZE "EFER CALTRANS 1996 r� "MANUAL OF TRAFFIC CONTROLS 1998" CD A.C. PAVEMENT _ REVISIONS --�-.. - CITY OF ATAE"'CADER0. CA E. NO. BY DATE DESCRIPTION NORTH' CENGINEERING INC;". �,� �. SY( � © JBN 6/2/9 ADDENDUM NO. 1 R 1�ATA CAD RO AVENUE C� .� �s � NATE ROUTE 4 E TYPICAL CHANNELIZED ROAD SECTION Cu CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT STORM DRAIN IMPROVEMENTS ro NTS 29743 O 725 Creston Rd. — Suite Exp. 3/31/99 ,� STAGED Paso Robles, CA 93446 s� CIV1� �P r CHANN ELI ZATI ON PLAN M (805) 239-3127 � ` CA1��F � (805) 927---865. 1 . —�7 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER "SCALE: SHEET: Cn r STEVEN J. SYL S R, 29743 DATE KRT KRT 931048 1 -- 50 9R1OF 12 M NORTH COAST ENGINEERING INC. copyright D 1997 CD e � , ---------------------- ROAD CLOSED TO THRU TRAFFIC C3TkG ROAD CONSTRUCTIO "," ,• DETOUR " r"rrrAHEAD C5(RT) " OUR C18 END MD@M @@N@@a ..�,..� �.�f + ._, ,, CONSTRUCTION I I FNDL,- ,� H ATASCADERO AVE. -�Z�� ' \ f d `TOUR_ \ 3 . " R Fk A �, TAS ADE AV , C7 E DETOUR CURBARIL AVE. " r,� " l \ `t� y -._.r....._...-..-'''"'r f• ''�� F` '"� \, SC3 r" =C5(LT) :. R AD 119 ..,tii ,rf .Z� T y\X it > iy LO D S La�r'G(J���C�LaD�C�[ (® ,. }`I.,r. „_,,,y.'y,, ,~t``A ,. ;f' ,.}'A,.ryq "",••-•+ 1 s EA AD 0@ Jn @@m@OI.�`' Ty ! 'Jt �O ,�M•�'n*. © j•' tf+.�,I "ayy�`yyy ROAD CLOSED "..^':'",,,.^ " ,r `........ r� ,! ,+ •,, fI f '";,..rs i•'1 ! �•f TO THRU TRAFFIC C1 1 a! t 1)''l., `t I IV r""""�.""..'" jf,,' '`•``',k, r i �t ,+r1 �^•' "'"� iN T S, 1�� j, + *-•• "'"n Pj a�i 1�'l - ..,,.,.,,,,,,,,,,,,,,,,, r^•.'.'""'"•."" r1r j< ` ''' '�4 1/ +i'J i ,'"'''',"' F �lt TQ 1. ALL CONSTRUCTION AREA TRAFFIC CONTROL DEVICES AND CONSTRUCTION r r # .,.� s r I S D OUR d ,..•_"•" d`f„/'' ; f l•4 J '••,,, ; C3 SC d R AVE. AREA SIGNS SHALL BE PROVIDED WITH REFLECTORIZED MATERIAL SUTABLE A FOR "HOUR OF DARKNESS" USE IN ACCORDANCE WITH THE CURRENT } °'' `1 �a ,ji` DETOUR '..._ • � � � � •-•.;.�...w...f�.,..� `'y._..,.... .... �;• R T�i REQUIREMENTS OF CALTRANS STANDARD SPECIFICATIONS FOR PORTABLE `� � ,�'�' �_ / ' ;,, D r C = ENU ,�4 _.,.. L f c Q •,.,,� "l,+ "�". " LEFT LA ,;� f # t' ROAD `fr , C5 (" t . M-' WORK AREA ` ... DELINEATORS. s .. .�r" rte" "rte t -._ _ s i A V E�,,�� 1 i �r r �' I � ~•, t R AD hµ" . . CLOSt� ,�� t CONSTRUCTIO �, r t 1 f �� i P �' ` SEE SHEET 9 FOR :1,t,:�, { ,t _ �`` '' \' `cam `~~"`� � ._. �,��' ��, 2. SEE SHEET 10, DETOUR PLAN FOR TYPE AND LOCATIONS OF ADDITIONAL \� WO AREA HEA s ,F' � ~ AHEAD t 1 r 3 '�1 " LO D { f� ~z' '___/�f `~"~"~�",w i f ' H I GM WAY 41 �!� , rr;l, �� �� TOUR �� M ' ��" e`�� '� EA CONSTRUCTION AND ADVISORY SIGNS. �+CCcc ti ~`" �" t , a 1 X SFE-- �aHEET 9 FOR A J J f f,` t i S 1 i i ti T y 4 '' ✓` `f = l `` ``'-� INTERSECTION SIGNAGE ` `. �•Y� �^ \\ `16HWAY 41 C '& C20A �!r � ��`�`'�'sgij� �� � � �C18 f1 r�s~ ,°':' ,, .•� f1,I 1��-y i� �; �� ,v � 5(RT) 3. WARNING SIGNS AND REGULATORY SIGNS REQUIRED FOR CHANNELIZA11ON ,�'. r 1 1 f .� 1 t 1 1� d SHALL BE COVERED OR REMOVED WHEN NOT IN USE. '�.°�#INTERSECTION SIGNAGE ' "" s s r !" "~ "" `rte f `� r �' is ' ' /� 'f i , 1 i s r , i �'`�� II f� r +r # i t t j �1 ; C1 � ,,,,"••"' ' +' t 1 i i '` ``•,,, �" I' �.'�'" �j, f rf� rr = ° !� s� S1 s s ��• Ir';✓I,•r I�G — r fC�O +' fr l si`t� ss'sem 4. CONTRACTOR SHALL PROVIDE MINIMUM 48 HOUR NOTICE TO CITY AND �D FOUR =f A } i ► i ;,� .� E( q CALTRANS PRIOR TO INSTALLING INTERSECTION BARRICADES AND SIGNAL ADJUSTMENTS ALL SIGNAL ADJUSTMENTS TIMING AND STAGING SHALL r PERSONNEL. SAN IeLEMENTE jrf� + f �' BE ACCOMPLISHED BY CALTRANS E r� r'�� r '' ;< 07 .✓" I p t 1 f � t }b +'''.+' I r J t i i i �S l/ '�7".+''' J! OUR ARIL AV : p ` a , + " = f •�.` f " fr+r JE�= J,,_.•_•\,..I! / l fJt J�%` f r} R(`{}�'AD CLOVE'.r r `� Z• ' ,r f,.r`'r ,'` atia, t # ,,," ..,• '!'t� t t ,,,,,_„,.„..�..,......._..,...� I t TO 'rr 1•t l� �� '�+' lr f ® D `y r t {' 1 ".,,, ...,.,.. ,a1.t.,.��....�........ .........- ry i' r,"."` e•w 1 1 r= R A `\ �, END ` �/ 1 ................... "" .,,., t .<' l �CLO$ED ii �';y DETO R f r s w .....� < A"" TJ�f FiU TRAF 1 = 1 i U rf ROPCLOSED ,�' t t ' r/ DETOUR �i' I C2 i C7 if frf rf r r /! •'�:J J y yyti \/���j ff� +rr,f TO orf,^` """. \C5 LT Is f + ✓ f f f " F FIT" +�ff1 �� f 1 r \ ww. '' •-' _..\ {i i 1 Is RU TRAM X CURBARIL AVE. OR �y �r�. + ROA®,."r r,. ti/ i rf✓'^r' I•f '',,Y •' fit+r ,r'r' J� f + t} ,� CURBARIL AVE. n \\ t+lr �' •�:•/�`/•' � '�!yil 5 ."."'V '".""^'" "^ I+ 1 NU ; is y ff++' C t 1 f+fr �~" — S \ If t COITION i t ,r frr ~ 1 . � +i ! ;< r " ;~~~ r i; ;► a \ 1'„ :, l ii ,"_ _� ATASCADERO ' ATASCADERO AVE. f `AHEAD , ,` r '`'R. ~�~ ~~~~ ! ' � `"" t' !! { s DETOU \ 113 ```,,•� �� R 16 I f ( ,'" "" , "" "�� r.r '�' f� ;f ( C5 RT �� C �, a TOU f �, _`1 /�►DETOUR t j +,rte'" �i I f r ET . -� i C5 T r s . F \ r O ,�r �.�� r _ �� D oU I� s� t� �\ _ a ,' C18 � �` r ' + ++ �.r*w s ! r s r r= = SC3 i a CURBARIL AVE. , } r -_.�,_ , f.,. ..r." ,t =, END 2 ° r :. , C5A B I 1 © t r F t DETOUR =r I rs" C7 s, � r ,, +r ` ��f ff ~ �r+r+�`` CURBARIL AVE. ATASCADERO AVE. f + gNc�sC jet t e PLPA i y s s I i "t7 �l i �,Ir f " ^Q� `�+t C � �� 1 t .. ..,.,.,.,W....-.-..,.,_.............. 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BARRICADE ' REFER TO CALTRANS "MANUAL 'OF TRAFFIC CONTROLS "TJ9't7�' FOR I NO SCALE SIGNAGE AND BARRICADE DETAILS. 1996 1d t S L REVISIONS NO. BY DATE DESCRIPTION CITY OF ATASCADERO, CA NORTH COAST ENGINEERING INC® ' 1 J. � JBN 6/2/9 . ADDENDUM N0. 1 Lis NATE ROUTE 4'i/ATASCADERO AVENUE Cu CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT �� STORM DRAIN IMPROVEMENTS ro 29743 • Exp. 3/31/99 725 Creston Rd. -- Suite B STAGE 2, 3 AND 5 DETOUR PLANS STAGE 5 ROAD CLOSURE PLAN Paso Robles, CA 93446 s \ STAGE 5 ROAD CLOSURE PLAN (805) 239--3127 ��IT�r. V ` N O SCALE "° ( r.J 9 2 7-- 6 5�) G CA��F �' 13'`f7 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: i STEVEN J. S V S CE 29743, CITY ENGINEER DATE KRT KRT JBN 93104B AS NOTED 10R10F 12 NORTH COAST ENGINEERING INC. copyright Qc 1997 '' INVERT 48" CPP FINISH FLOWLINE GRADE OF DRAINAGE CHANNEL EXIST. 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