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2011 - Old Morro Road
r lamoPo" ROVEMENT PLANS FOR 0 ' ALL CONSTRUCTION TRAFFIC TO ACCESS SITE FROM THIS INTERSECTION (SEE NOTE 1) SACRAMENTO 41 SAN FRANCISCO f:pUNDE'p SITE MONTEREY ; ATASCADERO a SAN LUIS OBISPO 41 rra �o� e LOS ANGELES 'r SAN DIEGO P { ' V• ;a I ITT MAS LOCATION MAP NO SCALE Ar IL N A C T"kyff N LUIS OBISPAOmma' NOTE: 1. ALL CONSTRUCTION TRAFFIC SHALL ACCESS SITE FROM, HIGHWAY S OF CALI FORN IA 41 / SAN MIGUEL ROAD INTERSECTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREPARE A TRAFFIC CONTROL PLAN BASED ON CALTRANS OPS/SAFETY REQUIREMENTS. ONION LEGEND PREPARED BY: HORIZONTAL ANC} VERTICAL. CONTROL SYMBOLS AIBBREVIATIONs , E l qlv EXISTING WATER METER AS AGGREGATE BASE TP TOP OF PAVEMENT NORTH ENGINEERING- 1 AM EXISTING MAIL BOX AC ASPHALTIC CONCRETE TR TREE BENCHMARK 725 i EXISTING TELEPHONE PEDESTAL OR VAULT AGG AGGREGATE TW TOP OF WALL Creston _ SuiteB 1, TITLE SHEET THE BENCHMARK FOR THIS SURVEY IS THE SET 01 v EXISTING WATER VALVE CL CENTERLINE TYP TYPICAL SPIKE ON THE EASTERLY SIDE OF OLD MORRO ROAD. �ao,T ,,P, •� EXISTING POLE (SEE ABBREVIATIONS) CMP CORRUGATED METAL PIPE UON UNLESS OTHERWISE NOTED2. GRADING, DRAINAGE AND EROSION CONTROL PLAN (#100) (WILL BE DESTROYED IN CONSTRUCTION) At � — EXISTING GUY WIRE CONST CONSTRUCT UP UTILITY POLE PASO TCALIFORNIA CROSS SECTIONS T FH EXISTING FIRE HYDRANT DwY DRIVEWAY WL WATER LINE ' C) ELEV = 500.00' (ASSUMED) EXISTING CONTOUR EG EXISTING GRADE WM WATER METER 4. GENERAL NOTES AND DETAILS ...... .nM..,._.,..._.��. �.��...._.,,,�._,wm. ,_..,_w... V �'" � I— EP EDGE .OF PAVEMENT (805) �-. 27 500 FINISH GRADE CONTOUR FG FINISH GRADE WV WATER VALVE BASIS OF BEARINGS C.) EXISTING WATER FL FLOW LINE EXISTING TELEPHONE GD GROUND CONTROL POINTS O t>% EXISTING OVERHEAD HP HIGH .POINT PT # NORTHING EASTING, ELEVATION DESCRIPTION O" -•.�.. •". ..,M.M n EXISTING EDGE OF PAVEMENT HDPE HIGH DENSITY POLYETHYLENE PIPE INV INVERT w. 100 10000.000 20000.000 500.00 SPIKE ` u X ._M XEXISTING FENCE \ 0.. w TREE TO BE REMOVED L.F. LINEAR Fool' JUNCTION POLE EV 9736712 103 9962.917 19918.844 500.54 FD 1" IP _ -�--- RIGHT-OF—wAY LO LIVE OAK 105 10074.513 19998.584 464.98 5 8" REBAR -- -- PROPERTY LINE LP LOW POINT 1 CONSTRUCT PER DETAIL 1, PP POWER POLE �► THIS SHEET RSP ROCK SLOPE PROTECTION R/W RIGHT OF WAY Z CONTROL, POINTS SD STORM DRAIN- Sm RAINSTD STANDARD F Y � � ' I C TREE CANOPY f f ACC TED FOR CONSTRUCTION M n..n r V bTk ti 58030 C� • - �Exp. 6/30� ..,..I /12 , O RUSSELL S. 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"11", I , � . 7.................F1--^.........___'_'-__, . ,,, 1� _' NOTE 6 . I . I . . , �/ "`��,111_ R= 11 2.50' 2+78.50, 10.5' RT . ///,.,/ . I .1 ___ -F/ -C , ,,/` 111111011, A,1 "I'lix � ',�� IIII . _, . 4212 EE! WATER MAIN IN M I , I I �4* -,,EC7-,,,R ,__,- I . "I 'I'll-'I, RET-LEC rt-'IR f "I I PVC, SEE 0) . I ,.. I ",V,,,II,.I I . '1/1 el / /L= 91.50 11 11.11 REMOVE I ... . . I ,,,,ji�_ 5 ) 'I , //, . I I I "I , ell' . . " ." --'-,-,,,,---(,c . . . . I /;� - z 499- N07E 6 1 1 15'r- �`I � jo"-\ �\ . ,I %� I--," // . . � . . /I/ m "I EXISTING . ` . - I . I � I . �1_104" . I/ / D 46*35'5,!61 . 2+52.00, 10.16' RT ' . . ,00,U :�"'; �.�.,."-.�,-."",.-,."-�'..-�,�"-.,. \ \1�\ - .111, ,-/11/1 .0 I . . " q / ...... � ,� 197 . k * � "' ,� I � ,.1--"`--___.......I �. "i, \1"I =-..n:, /,/ . . I � I / / S TOP SIGN 'C , ", tl_,�`�: ��, . I I � I'll . / ,V�'11 . I . I I GRA V?TY 8L 6,',K WAL1 11, k"i, I , �i . . / . ,". , 4 1 'ttp . I I . . . I � 1� \\ �11 L, . � � I . I . � . � I' ll, . \\, \11�', ��.. I . _�,\ K,__ "' I, . .. . / ..W-4.I ..""I'llIll. , . ", � , _'_4 'i . -lllliliii�� . , 't " . IIIIIIIII, . . I I ,,, 4.73' LT . . -IIIIIIIIIIIIIIIIIIIIIIIIIII- --------_,� . . . _\ "", "__,"�� , - , �/ ,"EL '1/ I / 1+00.00, x / . CONFORM . . I . . I/ / #1 03 1 /V . , I ...miiiillllllllllll., �_Ill,,Illl� I I I � I'll, \.11�, I � -, / I� d, � - I . . I � . . . . // /'/.1 . , � 4000 0000 vV00110I . I . -, -------���---------.-...-I I --,,,,_,,,,,i\ -j \,�-.,\. 11 f / I . I . . . . . ,/I . / I '1� . . ----------.....-IIIIIIIIIII, . - . . \ , � ",., I I . . . /I� . / , . , . . I� . . ,N?��) // fp"'V` . . I I . . . I ___"""lll"l"���---III -w-.-Ilp-,�-..O," . � , . I I /I ?11 I I . .."I."- . � . . / /, I 1-11, 0 . � . . I 1"11__----___ . 1�1 I I I . . . I I I I . I . . . I I I R,/W LINE (SEE NOTE 5) I . I . I . I . . . � I . . . . I � I NOTES: . . . . . � I I . I . CONSTRUCTION LEGEND . . I 11 � . � . � I I - � .. d - . . . . . I I I 1. A 6" PVC STORM DRAIN PIPE SHALL CONNECT TO EACH BENCH DRAIN AND SHALL DISCHARGE AT THE LOCATION,INDICATED ON THESE I . . ., I . � . I I I I .. � i, . I PLANS. THE LOCATION AND ELEVATION OF THE BENCH. DRAINS SHALL BE PER THE SITE GEOTECHNICAL ENGINEERS RECOMMENDATIONS , . . . . . . . . . . . IN THE GEOTECHNICAL REPORT BY EARTH SYSTEMS PACIFIC, ENTITLED "LANDSLIDE INVESTIGATION. OLD MORRO ROAD LANDSUDE . . I I . � I � I . . . . . . . ORRO ROAD, ATASCADERO., CAUFORNIA." DATED JUNE 23, 2009. SEE DETAIL 6. SHEET 4 FOR BENCH DRAIN . . I . I � . I I . I I � I * I I . I DETAIL I I .. % . I I . . � I I . . . � PROPOSED SLOPE. ' AGG BASE SHOULDER . .I � I I . I . . . . . . % . . . F . I . . . I � I . . . . . . . . . . . . . � . . . I . I . 0 1 . . . � I I . I . . . . � 2. BENCH LOCATIONS ARE APPROXIMATED BASED ON LIMITED AVAILABLE INFORMATION. BENCHES SHALL BE FOUNDED A MINIMUM OF 2 . I I X . . I 1z x x . % . .. . . . . . . . . . . . I . . .. 1. 11 . ----(1-1 EXISTING SLOPE . - I I I .. . . . . . . I I I . . . . . . I . � . . . I . . . I I . � INTO BEDROCK. EXACT BENCH LOCATIONS SHALL BE DETERMINED AT TIME OF CONSTRUCTION PER SITE GEOTECHNICAL ENGINEER'S . . I . . I I . . % . . I . � I . I . . . . . .. I I � I . . . . . . . I . - . . . . .. �, . . � � . * I . . . . ! .�., _,,i'..,;.:.'..�,�..,, . ... I I I . . I.. . . I I . I . . . . I . . . . . . . . . . I . I I . . ,. . . I . I . . . . I . .PROPOSED GRADE . I I I AC PAVING . . 1 . . ... . .1 .� . . . . . l I � . . . � . . . . . � . I I . . . � 50-1-% 1 1 � . . � I I I � . . I . m�,... . % .. . . . . . . 1. I �I . . . I I . . . . . . . I . . . . 3. LOCATIONS AND ELEVA71ONS OF EXISTING UTILITIES WHERE SHOW14 ON THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE. I .1 . . . . . I ,1. - (500-0) . I I � . LL . . . . . . .. . . . . . I I . APPROXIMATE ONLY. CONTRACTOR SHALL HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO I I . I % I .. . EXISTING.GRADE - . � . I � . . . . - I . . I . I � I . . I. . . .. � ..� . . % . ... . . . . . .. .. .1 I . I � . . � � . . I .. . I . VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCA71NG OR -. . . . I . . I . . . I I I I I � F . I I . . . .. . I . . I. . . I . . I . . . . I , . . HAVING LOCATED ALL UNDERGROUND UTIUTIES AND 07HER FACILITIES AND FOR PROTECTING SAME PRIOR TO AND DURING THE , . ___ - � � . . 0 REFLECTOR - CLASS I . RSP 11 . I . . . . . . I E STRUCTION. ANY DEVIATIONS FROM THE PLAN LOCATION OF EXISTING FACIUTIES SHALL BE.BROUGHT TO THE . . I , I - - --I I . R.- . . . FLEXIBLE POST PER - .. . I . . . . I . ATTENTION OF THE ENGINEER SO THE APPROPRIATE REVISIONS MAY BE MADE. . - �= . . . � . I I . I CALTRANS SM PLIN AT3C I . I . . . . . . . . w � I I I I . . . . I . . . . 4. CONSTRUCTION CENTERUNE IS NOT THE RIGHT-OF-WAY CENTERUNE. � . . 9 � 9 I . . I . . 'Z�00 GRAVEL BAGS , , I . . . . � O � 5# 10 20 1 �I I CATCH BASIN PROTECTION . 5. APPROXIMATE LOCATION OF RIGHT OF WAY (NOT LOCATED BY SURVEY) . . 6wwwmJ I I . I I I . . . . I .I—I . I . . . . x . x . ' . �IIIIIIIIIIIIIIIIIIIIII 0I...No- *UWAINNOMPOONMEVAWffAW CONSTRUCT TREE PROTEC71ON FENCE I 0 1 . . . . . , . , I . . . . . 6. EXISTING 6" WATER MAIN TO REMAIN. PRIOR TO EXCAVATIOKANSTALL EBAA IRON SERIES 1500 BELL RESTRAINTS (OR APPROVED - to # - ---%-... . . . . . I I . . I I SCALE. 1 =1 0 . - _.1*1 � > )FLOWLINE . I . . . I EQUAL) ON ALL JOINTS TO A MINIMUM OF IV BEYOND AREA OF OVER EXCAVATION. BACKFILL AND RECOMPACT TO SUBGRADE . . I I . I . . . SAWCUT . � X REMOVE TREE . . ELEVATION PER ATASCADERO MUTUAL WATER CO. STANDARDS. . . I . . % . . . . . 6 . . . . � . . ' I . I . . - - GB -------GRADE BREAK . . SDCO . . . I I I . I .1 . . . . . I 1. � . I I I . 0 . STORM DRAIN CLEAN OUT I ������������������ �����������i,��������!i������l�����������il������ ���������������������������������� . - . 1I . I I I III � . I I I RI"S I D I STORM DRAIN �@ I . . I . . . I I REVISIONS I . . . . . . . I I I I FIBER ROLLS PER . . I I I . - ---------- . -OLD MORRO ROAD LANDSLIDE REPAIR � , R . . . I I �. I I . I �@ - I . . 1 NO. BY DATE DESCRIPTION � . I I ". I . I I . 171 A . � . I . 0 a m n LIMIT OF OVER-EXCAVATION . . I i, . . � .. I GRADING, DRAINAGE AND EROSION '. I . . � . . in I _ _ CONSTRUCTION CL . . . A- AM NOR'" COA S T ENGINEERING * INC, I 11 . S. . I . I I � $Noumea .� *= � -APPROXIMATE BENCH I LOCATION (SEE NOTE 2) z I � � ft. . k CONTROL PLAN = mw� CIVIL ENGINEERING - LAND SURVEYING - PROJECT DEVELOPMENT ,_4-.1 I � vn-, . . � � 1 � I I IF 111111111w IIIIIIIIIIIIIIIIIIIIII! . ��o . I .. I �;I�7- � . 1 . . I I . . . I -.1 ___ I I . 58030 . SCALE: 1* = 10' DEPARTMENT OF PUBUC WORKS __ . . . . . I . . . . ,. ' I . . . I . . I � A - . ' I I . . I - . I I . . � 1. ".. 4 '40, .el V, ' DESIGNED BY: JRL CITY OF ATASCADERO, CALIFORNIA . . . . I . . 1. : 1^ _ I . . I I . . I I I I .. 0 110 - , I _-__ * Exp. 6/30/12 a I � '" . . . -1 - A --- I I , I .'I I V_p_!�l _'2111;111116IIIAIII�i. * . I . . . . � 725 Creston Rd. - Suite B I -k-ot 158030 EXP 6 _x - . . 2 1 . � . . . I I . I . GUG r 4.0 r, . DRAWN BY: SED lov. . , I , . . . . . . Paso Robles, CA 93446 '*ft . . . PTED t 0 TE: I * . ,�,- I =1- f , ) CIVI CHECKED BY'. . OF 4 SHEETS - . . . . . . � 805 239-3127 . I - -Dxv- - I DRA"NG NO. . I !%- . 805 927-8651 1 RECORD DWG.: RUSSELL S. THOMPSON 43069 1 . . .1. I . 1.� 1 11� .I i. I - 1. I I . I I I —— - I. .. , . .. I I . . . I � .- - I � JOB No.- 10114... I CITY ENGINEER A SCAMRO, CALIFORNIA . .1 . I . 1. � I .. 1.1'..""...... . � . . - . . 11 , . --- ______IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN, _ . I . � ---------------_ . - . 0----,- I I I �1. I ILI . - _ ; . �� NORTH COAST ENGINEERING INC. c6pytight 0 2011 . . . . -1- I .I I I . . . I . . . . . � . . . I I I I . I I I . � . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN� MMMI07 I ; i I I : � I I � � %��, /P . \ \� , '� ( "I " , I � �, , " , '.� - 1 1` 1-1-1 I - , �__,__ -,"., �__,'��_ _,/__! 4- _""'�_` '� 'I __�' - �5 -\i , --',,, am "�_ I \ ", -.1111-1-1 ,.__ , 1- 1 _____ 11 _,__, -1 - I- -�_ , ,., ", "11'"' / i III � ", " - ",_ " 1��' "�_ I.. �, .� - \ ���,� 4--t , . , -,/ ,,", 19§ , , -IF I - - .-,-_� . � I I � I . . . % . . . .. I I . . . . . I I . . I -11 I I I . I I . 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SLOPE RECONSTRUCTION INCLUDING ALL BENCHING BENCH DRAINS .AN wm .x, r< nw»»,.w,,,„xmw»,xmauv»ww.vn„x .x..v.uu,uu».»,. nv„,n.mwxnv»nw,.w,. ..,..v.x:.v.„.wnn..,.nv.»n„.w,-_..,w.v„-.w..wv.,v;-.q..µn.,.x._...,,.m..v,w,xn„-v..a,.w..»x:.0 . v..awpw,vmw,wmwn xrc mu.,.n,..,vu._....,,nv„v„.,..v w... m.x.,mw.,,w,„..,,...,wxxnv,..,„:.mv,wnv vnxmvm-.~"v»".»,w.mw..w.w,na,„".w,."nv..m v. w,w,+,w..,.---,uw.uv,nv,.vr,..,.,,...xnv, ,.«m,�.:.,.,.w.w....v:.w,..,,.v.,r.»,.v nv„.„.,wmv. I . w. 510 � e..w. �„n�w,« : .w wn.,�,n. � . °�� 510 ..,�.w .x.� x,x,�.a� »,n�.»n a£ w m L C . . . . E SIS m REINFORCEMENT SHALL BE PER THE GEOTECHNICA ENGINEERS R OMMENDATi . � F . IN THE SITE GEOTECHNICAL REPORT BY EARTH SYSTEMS PACIFIC, ENTITLED ' I ' i _ I "LANDSLIDE INVESTIGATION, OLD MORRO ROAD LANDSLIDE ADJACENT TO 13705 I ., I � MORRO ROAD, ATASCADERO, CALIFORNIA, DATED JUNE 23, 2409. 541E I _ I I REINFORCEMENT SHALL BE MIRAFI 5XT GEOGRiD (OR APPROVED EQUAL) 0 3 f € f s v MAXIMUM 2:5' VERTICAL SPACING. i S I 4 { F F { iy s # 3 s ..xx x.,w,x x.,,,,xw,xnw.,w, E ..w..m.n,....,xr..aw.,,m,+w., ».,,,,,..v..w..,„�F , w.va„m,..+.v.x .,,n,w.x»»„m,x.wx. ,xaw,„,.»xv .x„wmw,.n..,.w .,m«„x,;,.e..wnw„ ,,...n.»»w,xn,»w,v x„y.»,.»..,,n...w.„.:n.,wmw,n. »nw„.,ww.w".,a., x» nr,.aavn,w„xn...,.aw,,.a.,�n.x,nv»na «,.,.,n,n.,.,,,x. ,.,,x.x...n,,.,...»,,.,.w^5.. ,,...,,,,,mw. nw,.„..,,,.<,:m.n.,. mvm,.x„„".. ,,,w»n.n,n»___1 «" ,mw m..fm�„ . s ,n w € 5«n �, , ,m w,. 3.w 2. APPROXIMATE BENCH LOCATIONS ARE BASED ON LIMITED INFORMATION AND ARE . . - a FINAL BENCH LOCATIONS SHALL BE FOR ILLUSTRATION PURPOSES ONLY. # � _ DETERMINED DURING CONSTRUCTION PER THE SUPERVISING GEO-TECHNICAL to U " I � � _ . 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DESIGNED BY: 4tL DERO. CALIFORNIA.. . . . .1 . 725 Creston Rd. ---� Suite B - * CITY OF ATASGA 3 . Paso Robles, CA 93446 oRawN BY: SED TED BY ATE: ®�.° j I . . . 239--3127 ,E CIVIC- ��`P � CHECKED BY: SHEETS (805) CALt' a oRawnvc No. (8O5) 927--865 RECORD DWG.. RUSSELL S. THOMPsoN R 430x9 . . JOB No. 10114 CITY ENGINEER ATASCA .,RO, CALIFORNIA . NORTH COAST ENGINEERING INC. copyright ® 2011 __...._.�.m. »..n, m..._ .. _ ___ ___. -- _._---._1.11.1_-_��,�, -___� _ ___�-_- .,..__� _ -� ,---___-- ..n,.�_�..--- A....,,.-.___ •_ - rr�_.._.._ _ ,.�___ m.,._ x . ..�m��..�_-m T�.�..�_.� . _ __ T. .fl A _ _. 7 � � . . I I . I I . . I . . . I . . I I I � I I _ _ _,. w m �_ � _ �. p,^� 1111 . -,� . _,., .., r FIBER ROLLS r r/r rrr rr r rrr e-1 rr rr rr NOTE: INSTALL FIBER ROLL rr rir rr rrr ALONG'A LEVEL CONTOUR , � rrrrrrrrrrrrrr r i � rrrr rrrrrr rrr � � � y . rrr err r err rr r rr rr r� , r rrr,rrrrrr�rrr/r rrr rrrrrrrrrrr r •v rrr rr rr rrrq, v� •� v� rr rrrr rrrrr . . rrrr rrr *� rr�rrrr0rr�,r' rrr°',,rrrrr rrrrrrrrrrrrrrr°rrrrr rr rr rrrrr •w �. >'.� . r r rr .01FIBER ROLL , i q/ 41 rr rrrrrrrrrrr �, v, .t, 8" DIA MIN l r rrrrr r rrrrrrri,,rrrrr r ' r T M -R VARl�S � ° ZX 2� EXISTING RETAINING WALL ENTRENCHMENT PER . rrr rr rrrr 3/4 x3/4 x2 MIN I I l rrrr ' WOOD STAKE RTICAL SPACING rrrrirrrr r .' •��� .: _ 4' MAX tNTERVAL �'"�6" MIN. MEASURED ALONG ALONG THE _� OSEED FACE OF THE SLOPE 2" MIN y ,/ ` GRASS EG/FG PER PLAN VARIES,BETWEEN = �� ' �' �' 4" MAX =l�f 1'''` �,,�� 8 AND 10 INSTALL A FIBER ROLL NEAR 1° IN ; _ �. .. .. • SLOPE WHERE IT TRANSITIONS f f INTO A STEEPER SLOPE TYPICALFIBERROLL INSTALLATION FIBER CALL ENTRENCHMENT , WALL SWALE NTS NTS 1" ` 2' THREADED CAP WITH REMOVABLE PLUG FILL SLOPE PERMEABLE SYNTHETIC FILTER FABRIC PER " FG CALTRANS STANDARD SPECIFICATION 88-1.03 M SEE STREET TION 1 INSTALLATION 16* MIN. FOR UNDERDRAINS, 12" MINIMUM OVERLAP EG 77771 / / VA IES e 10' 10° ' SHOULDER VARIABLE LENGTH RISER CLASS I, TYPE B PERMEABLE -MATERIAL • COMPACTED FILL 1 6" MIN. 95� 4" AC PAVEMENT, COMPACTION 12 ' 45' PVC ELBOW e 95X MIN COMPACTION 4. FG 1 • -----aCH 40 PVC PIPE, SIZE PER PLAN (TYP) Ak �i SOLVENT WELD JOINTS TYP !� _ �_ 4" DIA. PERFORATED PLASTIC PIPE, PER PIPE SIZE PER PLAN ( CALTRANS STANDARD SPECIFICATION l 68-1.02K. 0.596 MIN. GRADIENT TO LOW cys ---� �1SA �� POINT. CONNECT TO P" PVC STORM-DRAIN . " PIPE, SEE NOTE 1, SHEET 2. 14" CLASS 2 AGGREGATE BASE VALVE BOX PER NOTE 1 CLEAR 18" !i 95X'MIN. COMPACTION MIRAFI RS 5801 GEOTEXTILE (OR 10" COLLAR--{ -� 10" NOTES: NOTE: A PREFABRICATED PANEL DRAINAGE SYSTEM (ADVANEDGE, MIRADRAIN, BENCH DRAIN TO BE INSTALLED BELOW APPROVED EQUAL) INSTALLED PER ETC.) MAY BE SUBSTITUTED FOR THE GRAVEL / PIPE SYSTEM, PROVIDED IT IS BENCH AT LOW POINT TO PROVIDE 0.5:6 MANUFACTURER'S RECOMMENDATIONS. ' 1. VALVE BOX SHALL BE CHRISTY B-12 TRAFFIC BOX (OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, GRADIENT (TACK COAT NOT REQ°D) =~ V`�! ' EQUAL) WITH G--12C LID (OR EQUAL) MARKED "STORM DRAIN" AND IS APPROVED BY THE CITY ENGINEER. -- 2. CONCRETE COLLAR SHALL CONFORM TO CALTRANS STD ` SECTION �� 9x.1.01, 565 LBICY CEMENTATi0t1S MATERIAL (6 SACK)NETYPICAL B�NCH DRAIN V V A VI�T CONCRETE COLLAR I---�-- 4 VERTICAL: 1" =2.5' PER NOTE.2 NTS HORIZONTAL: 1'" =5* STA , 1 +91 TO 2-�-51 STORMDRAIN CLEAN OUT NO GAPS NTS ' BETWEEN BAGS PEA GRAVEL FILLED , PERMEABLE BAGS TO SURROUND BASIN PLAN EXTEND REBAR THROUGH STRAPS TO HOLD BAG SUSPENDED IN BASIN ---FELT FILTER BAG CT aN R; VI ltJNS OLD MORRO ROAD LANDSLIDE REPAIR. NO. BY 'DATE DESCRIPTION ESS/ 1^AM NOR COAST ENGINEERING INC. �• G . BASIN GENERAL NOTES AND DETAILS , CATCH "� CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT NTS $'°° 58030 SCALE: NO SCALE DEPARTMENT OF PUBLIC WORKS THIS DETAIL TO BE USED AFTER COMPLETION OF CATCH BARN -� ' - Exp. fi 30/12 CITY OF ATASCADERO, CALIFORNIA " " 725 Creston Rd. - Suite B > / DESIGNED BY: JRL 4 CONSTRUCTION, AND REPLACES THE FIBER ROLL INLET FILTER DETAIL. EXP 67M71 2 VAT �A ���,,�„� DRAWN BY: SED ACC PTED Y: TE: Paso Robles, ` .� CIiVI�. ��� CHECKED BY: OF 4 SH EIS (805. 239-3127 - CA���O� DRAVANG No. (805 927-851 RECORD DWG.: RUSSELL S. THOMPSON 43069 JOB No. 10114 CITY ENGINEER ATASCA RO, CALIFORNIA NORTH COAST ENGINEERING INC. copyright C) 2011 _.. � ._... .