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HomeMy WebLinkAbout2011 - Old Morro Road Record Plans j -- IMPROVEMENT FOR <. 0 ALL CONSTRUCTION TRAFFIC a, TO ACCESS SITE FROM THIS SACRAMENTO INTERSECTION (SEE NOTE 1) SAN FRANCISCO .i k V:gUNDED PORA x MONTEREY SITE 3 i ATASCADERO .SAN LUIS OBISPO 41 7010,�^ LOS ANGELES , SAN IIlEGO � p RDE' Ar I N`I T YL mMm A P r LOCATION MAP NO SCALE COUN Y OF SAN LUIS OBISP� O NOTE: 1. ALL CONSTRUCTION TRAFFIC SHALL ACCESS SITE FROM HIGHWAY STA E , 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. SYMBOLS LEGEND ABBREVIATIONS PREPARED BY: SHEE INDEX HORIZONTAL AND VERTICAL CONTROL Mw EXISTING WATER METER AB AGGREGATE BASE TP TOP OF PAVEMENT COAST ENGINEERING INC. 0 Arl"F3 EXISTING MAIL BOX AC ASPHALTIC CONCRETE TR TREE BENCHMARK frl MIL EXISTING TELEPHONE .PEDESTAL OR VAULT AGG AGGREGATE TW TOP OF WALL 725 Creston ��{�_ ;a EXISTING WATER VALVE CL Rd.CENTERLINE TYP TYPICALSuite B 1. TITLE SHEET THE BENCHMARK FOR THIS SURVEY IS THE SET SPIKE ON THE EASTERLY SIDE OF OLD MORRO ROAD. JIP, EXISTING CORRUGATED METAL PIPE NG POLE (SEE ABBREVIATIONS) uvN UNLESS OTHERWISE NOTEDCALIFORNIA 2. GRADING, DRAINAGE AND EROSION CONTROL PLAN (#100) (WILL BE DESTROYED IN CONSTRUCTION) rt = M WICONST CONSTRUCT UP UTILITY POLE PASO ROBLES,EXISTING GUY REDWY DRIVEWAY 3. CROSS SECTIONS EXISTING FIRE HYDRANT WL WATER UNE EG EXISTING GRADE ELEV = 500.00' (ASSUMED) .v...,........., ...,. _. EXISTING CONTOUR WM WATER METER 4. GENERAL NOTES AND DETAIL 500 FINISH GRADE,CONTOUR EP EDGE OF PAVEMENT WV WATER VALVE V V 5) 239-3127 FG FINISH GRADE BASIS OF BEARINGS T ..... EXISTING WATER FL FLOW UNE _ - O EXISTING TELEPHONE 0 GD GROUND CONTROL POINTS oC _.m.m.m... ....... h;,. ...M., r_.M. M.ri. ,r,..,..,. EXISTING OVERHEAD HP HIGH POINT PT # NORTHING FASTING ELEVATION DESCRIPTION v. m,..—----- - - a-- EXISTING EDGE OF PAVEMENT HDPE HIGH DENSITY POLYETHYLENE PIPE .�..._. .m.,wwww. �_�. .. INVERT INV �, a��. .�. 100 10000.000 20000.000 500.00 SPIKE ©C EXISTING FENCE M°' p„ TREE TO 8E REMOVED ' JUNCTION POLE 10.3 9962.917' 19918.844 500.54 FD 1" IP -- ---- RIGHT--OF—WAY L.F. LINEAR FOOT ,. LO LIVE OAKW -- -- PROPERTY UNE LP LOW POINT 105 10074.513 19998.584 464.98 5Z8 REBAR 1 CONSTRUCT PER DETAIL 1, PP POWER POLE THIS SHEET RSP ROCK SLOPE PROTECTION O CONTROL POINTS R/W RIGHT OF WAY Z SD STORM DRAIN STD STANDARD TREE CANOPYd ESS/ �v '"GOnD DRAWING _ a10 ; G • �'` . 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",', R= 2.5 r,i M 11 0 EXISTING 6 f �' w,. .,",� = x NOTE fi .11 . ..,." �... e '' -L= 91.50' REMOVE PVC, SEE U M 2+78.50 10.5 RT �r r t�-,.wr�w, ' '° NOTE 6 ��x , r D 46°35'56" 2+52 Q 1016 RT �$ o` r w•�` ,,, EXISTING 1+35.00, 9.4' RT STOP SIGN 'r ,,r x 4 „ . < " • ~« �a,s ¢' r e ,.Y<s , F"� 0 CONFORMS _.. � 1+ 0.00 ,,` , / ,f' .//' 1111-1111 ,.,.,a„,„,„„",� A rte»' 1 + `/® v.y! ,. .,,. �� . /f. , 103 4.73' LT 1111.1111, 9 V J •r,....�A -w,r���n�.l�l �11111�� 1_®�' �p ! ,W •^ ®o �! f a' , £ .' xk ,�� _1111.._ 1111,,, fiBPE ®w, i !®f ,w �' X44 -, 1µ1r 1111.. / `' :',r J• . ..,....... ass. R/W UNE (SEE NOTE 5) COTRUCTIO LEGE D NOTES: r Z ; i" :6 o W 1. A 6" PVC STORM DRAIN PIPE SHALL CONNECT TO EACH BENCH DRAIN AND SHALL DISCHARGE AT THE LOCATION INDICATED ON THESEr "� 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 LANDSLIDE f :S rcJl . • ' r" ), > ADJACENT TO 13705 MORRO ROAD, ATASCADERO, CALIFORNIA,» DATED JUNE 23, 2009. SEE DETAIL fi, SHEET 4 FOR BENCH DRAINr1,� i i 7 1( �� PROPOSED SLOPE x x x x x x x AGG BASE SHOULDER , �' , . . ` 1"l r 59d 2. BENCH LOCATIONS ARE APPROXIMATED BASED ON LIMITED AVAILABLE INFORMATION. BENCHES SHALL BE FOUNDED A MINIMUM OF 2 r , �w ,,t f_y. , " "' 9� I�:i EXISTING SLOPE . INTO BEDROCK EXACT BENCH LOCATIONS SHALL BE DETERMINED AT TIME OF CONSTRUCTION PER SITE GEOTECHNICAL ENGIN �.� , F 4 . DIRECTION. PROPOSED GRADE AC PAVING ,` ,- 3. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHAWN ON THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE "" a , 500.0 APPROXIMATE ONLY. CONTRACTOR SHALL NAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO EXISTING.GRADE VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR ,. . HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME PRIOR TO AND DURING THE i REFLECTOR - CLASS I RSP COURSE OF PROJECT CONSTRUCTION. ANY DEVIATIONS FROM THE PLAN LOCATION OF EXISTING FACILITIES SHALL BE BROUGHT TO THE . FLEXIBLE POST PER ATTENTION OF THE ENGINEER SO THE APPROPRIATE REVISIONS MAY BE MADE. CALTRANS STD PLN AT3C I 4. CONSTRUCTION CENTERLINE IS NOT THE RIGHT--OF--WAY CENTERLINE. � GRAVEL BAGS � o �' �o' 20' CATCH BASIN PROTECTION 5• APPROXIMATE LOCATION OF RIGHT OF WAY (NOT LOCATED BY SURVEY) 6mmm J I����.1 ____.._x-�--�-- CONSTRUCT TREE PROTECTION FENCE �� 6. EXISTING 6" WATER MAIN TO REMAIN. PRIOR TO EXCAVATION, INSTALL EBAA IRON SERIES 1500 BELL RESTRAINTS (OR APPROVED SCALE: ►-=�O' ---- -�-- -moi -----�FL.OWUNE EQUAL) ON ALL JOINTS TO A MINIMUM OF 10 BEYOND AREA OF OVER EXCAVATION. BACKFILL AND RECOMPACT TO SUBGRADE ----- -------- ------ -SAWCUT REMOVE TREE ELEVATION PER ATASCADERO MUTUAL WATER CO. STANDARDS. ------ -�-- GB --______GRADE BREAK SOCO STORM pRAiN CLEAN OUT so STORM DRAIN 1 � R E VI S i O N S FIBER ROLLS PER OLD MORRO ROAD LANDSLIDE REPAIR 4 NO. BY DATE DESCRIPTION E I p � b � r ■ ■ m e ■ a ■ • m ■ ■ s o m LIMIT OF OVER-EXCAVATION ,L, II�1 -Ii j •E;'��� ! 5 � GRADIN D RAI NAVE AND E RCVS I 0 N - . . NORTinu COAST ENGIN�'ERlNG INC. GS. CONSTRUCTION GL A I jm '` -� am PROXIMATE BENCH I LOCATION SEE NOTE 2 � 4 � C O N T RCS L P LAN A P ( ) r r A� CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT R _ 4� . 58034 SCALE: 1» = 10' DEPARTMENT OF PUBLIC WORKS , . Exp. 6/30/12 DESIGNED BY: JRL . CITY OF ATASCADERO CALIFORNIA 725 Creston Rd. -- Suite B �_ A ,.. 2 . . . Paso Robles, CA 93446 DRAWN BY: SED PTED Y: TE: . o . �� a ` .9 C�V�L ��`P CHECKED BY: OF 4 SHEETS (805) 239 3127 �OF CAS Q . DRAWING No. . (805) 927--8651 4 RECORD DWG.: RUSSELL S. THOMPSON E 43069 . JOB No. 10114 CITY ENGINEER ATASCA. Ro, CALIFORNIA NORTH COAST ENGINEER}NG INC. copyright 2011 _ 1 111... . . . .,._.... .__.._., .. . _. . .. ,.._._. _-.,,, „ _ _ _ A_. _ __ _ NOTES: 5"I 0 5 __,_»n _» . .:._,,,...n ._.:,_.,»,»,:..r,w.,..rn,.»,»»,.rm» m..,<.,».:.».,.».,.. .r:....,.».»,..»:rn,.,:t.:.._.r..nM:.,,..:n n,»,» ,, n:...n;mn,,.rn....,n..:,m,:»,M,...,,,.,.:,r,:. ,.w,111,1..,»,,.».,rmr-1- ,»,. »nw,:_�w.,.»»».»»..,,»»m�.n,r._,. .».w»»w»_„r_r_,_._.__...w, »111,1,,.,mn„w.., _,_,_...w," ,.._._»,r„r.».»...,rr. ,.w. s .'1 51 Q win_ w». _ 1. SLOPE RECONSTRUCTION INCLUDING ALL BENCHING, BENCH DRAINS, AND SOIL s # £ „t,, . £. I. IREINFORCEMENT SHALL BE PER THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS I t _ 1. IN THE SITE GEOTECHNICAL REPORT BY EARTH SYSTEMS PACIFIC ENTITLED # I t f i C _ "LANDSLIDE INVESTIGATION, OLD MORRO ROAD LANDSLIDE ADJACENT TO 13705 . r z I I I I MORRO ROAD, ATASCADERO. CALIFORNIA," DATED JUNE 23, 2009. SOIL . 11 I I E I -it I REINFORCEMENT SHALL BE MIRAFI 5XT GEOGRID (OR APPROVED EQUAL) 0 . i # I # # t MAXIMUM 2.5' VERTICAL SPACING F ». .:. »:.,r...,w,:,,r ,,,n,..,wr,»,.. .».,:,».,,»,.w.,.»,,,,, ,,,,,,,,,,»,. ,:,,,. »,»n3:nw,,,..,,,.»,,...„:..n,:.n.n.»n„»nr..,»„»....r„„,t,..,..,r,»,..:,,,n.�n».,wn m....»,.,,,:.:...,..,.w„ £ £ i ° S,» .,„. »„K..,..,, ty„ ...r. ,,.. s l {.r,r,»,..,,--..,....I. .x.x:..:,.rr`..,...,.,,,. � »ti, ,„,tiw.,n»r,., »wr..m,rnr.r. ,..,rm,».,m»,..,xnr,n£x,.,» ,.,,...r.,»......,.r »..„..».{.., .,,,,. . s I 1111 n.,,,. ,n..r,»..,,,,mn.,., .,n.n,,..,,.. " .. .m.„: 1111.1•!" ... s s s r s �""' w . N w # w v f w 2. APPROXIMATE BENCH LOCATIONS ARE BASED ON LIMITED INFORMATION AND ARE F FOR ILLUSTRATION PURPOSES ONLY. FINAL BENCH LOCATIONS SHALL BE 1 f v _ DETERMINED DURING .CONSTRUCTION PER THE SUPERVISING GEO-TECHNICAL I 11F w _ FG w E ENGINEER'S DIRECTION. . . 09b t V e E.�5_,_ 5� I I FG _ �C• F i S IS .,..h:,,..,,,:n.,,.,n..,.,r,.mv�.,x,rvnv,,,wnvmn,},rn,.v-».,..n»+..�,,._ w»wv » wnv.r„r.,. v,vuwn»,,.1y.r ,., ,w „ n. .,, , ., ., n ,s,�i.,,n..,,.,,,.0„nnw.v .w..v,.,n ..,,.,..v...x.,,wrc w,, nm,,.vnr„ .v,. .. ...r..nr,w.mr.w.,.n�.r,.r».»n,,. r.r„r..,.nr.,..,n.»www»v,1,,11,1:�' 50a w{w w{n 540 2 59� # . ® j/�^ -e - 1 I 11 I I PAVING SECTION -It I ., . 19 7;; e I f - I # # . . f e � EG 4€ ♦ . I i I _ PAVING: SECTION _ ♦ _ . £ I 4 i I ; # I I . .:. ...... .. 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HORIZONTAL: 1" =10' HORIZONTAL: 1" =10' HORIZONTAL: 1" =10' .11 . 11 11 REVISIONS OLD MORRO ROAD LANDSLIDE REPAIR N0. BY DATE DESCRIPTION E�$/(�,, 1 . I I I . . . . 1 NOR TH COAI I . sr ENGINEERINGINC.. � � �� � I � w S. � ` I I .� � CROSS SECTIONS . I I . 1 . I I I . . . I I1 .400"4 . . . I . M%wA�l CIVIL ENGINEERING • LAND SURVEYING ° PROJECT DEVELOPMENT 58030 SCALE: NO SCALE DEPARTMENT OF PUBLIC WORKS . ..... :. ` ., Exp. /3 /12 D BY: JRL DERO, CALIFORNIA x 6 0 DESIGNS `725 Creston Rd. -- Su lte B gin„ CITY of ATASCA - - . 3 Pala Rables, CA 93446 DRAWN BY: SED TED BY: ATE: .9 CI V1� ,���' of 4 SHEETS (805) 2 3 9--31 Z 7 �.�' �� CHECKED BY: cAwuvc N0. (805) 927--$651 - RECORD DWG.: RUSSELL S. THOMPSON R 43069 . JOB No. 10114 CITY ENGINEER ATASCAD R0, CALIFORNIA NORTH COAST ENGINEERING INC. copyright C) 2011 . _ __ - -.. , ...._1111._.... _ 1.1-.11_... ..... ........... .._. w ,. __..-.._-.,_, ,,,.,._, 11.1,1,. _ ,.,, ,, „ __.. . �. ,,,. _ _ __ x.. , _ 1111 .q„. .,, _ .,.,,111,1 ... ... 1111 ., 1111 .. .,111,1 ......... ..w .,. ..,.,-_,.,, . ...,, ,,,..11,11., ... .. . ".:." . 1111,., �„�. 4 �--FIBER ROLLS rr w 4 �r rrrr r rr NOTE: INSTALL FIBER ROLL r rr rr rrr rrr ALONG A LEVEL CONTOUR .� rr r r . rr rrr rrr r �err/ r,� � r /r/r rrr � � � �• � r//�r r . r/rr/rrrr r/rrr r r/r r/�rrrr r - � rr / rrrr / s 0-1 / .� �. .� � .� rrr rrr rr/ � � f. .t. ' � ( I � �' i 2• 1 r rr r FIBER ROLL r / r rrrrrrrrrirr/r r y �. .t. 8" DIA MIN / r rrr s ENTRENCHMENT PER fS " s 2� 2 EXISTING RETAINING WALL ,: /rrrr✓rr,� / r.,, 3/44"x3/4 x2 MIN J' rrr//rrr firWOOD STAKE RTICAL SPACING /r�r r , \�r%; 4 MAX INTERVAL -i I " MEASURED ALONG THE r �� •� �� 6 MIN. I Y FACE OF THE SLOPE 2" MIN - ='II ,--'�� i\ GRAS SWALE EG/FG PER PLAN ED VARIES BETWEEN = , Y' _ 8' AND 1 Q' 4 MAX I I �� INSTALL A FIBER ROLL NEAR . SLOPE WHERE IT TRANS111ONSINTO A STEEPER SLOPE IN x TYPIC L FIBER ROLLINSTALLATION FIBER ROLL ENTRENCHMENT WALL SWALE NTS 2 NTS 3 1" 2' THREADED CAP WITH REMOVABLE PLUG FILL SLOPE r PERMEABLE SYNTHETIC FILTER FABRIC PER-�-. 16" MIN. FG SEE OPTION B FOR CALTRANS STANDARD SPECIFICATION 88-1.03 STREET INSTALLATION FOR UNDERDRAlNS, 12 MINIMUM OVERLAP EG / VA IES 1010' ---4' SMOULDER VARIABLE LENGTH RISER CLASS I, TYPE B PERMEABLE MATERIAL 6" MIN. 95% \ 4" AC PAVEMENT, COMPACTION 12" 450 PVC ELBOW COMPACTED FILL 95% MIN COMPACTION FG . 1 SCH 40 PVC PIPE, SIZE PER PLAN (TYP) SOLVENT WELD JOINTS (TYP) _ III— 4" DIA. PERFORATED PLASTIC PIPE, PER PIPE SIZE PER PLAN CALTRANS STANDARD SPECIFICATION _ ! 68-1.02K, 0.5% MIN. GRADIENT TO LOW X1..8. _ POINT. CONNECT TO 6" PVC STORM DRAIN 14" CLASS 2 AGGREGATE BASE VALVE BOX PER NOTE 1 " CLEAR I PIPE, SEE NOTE 1, SHEET 2. 0 95X MIN. COMPACTION MIRAFl RS 5801 GEC►TEXTILE OR 10" 0 10" NOTES: —18" C LLA 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 0.5X MANUFACTURERS 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 EQUAL) WITH G--12C UD (OR EQUAL) MARKED "STORM DRAIN" AND IS APPROVED BY THE CITY ENGINEER. 2. CONCRETE COLLAR SHALL CONFORM TO CALTRANS STD 'E PAVEm ETSEON CTI � I I TM I' 901.Oi, 565 LB/CY CEMENTA'IIQUS MATERIAL (6 SACK) TYPICAL BENCH DRAIN VERTICAL: 1" •-2.5' CONCRETE COLLAR I oil 6 NTS HORIZONTAL: 1" =5' STA . 1 +91 TO 2+51 STORM DRAIN 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 a; i) 'f)f1AW1'NG ISE DrMls p. 'iE RED, Itl `> r"RT, ...-INFORMATION PROV DED RY OTHERS WITHOUT VERIFICATION, NORTH COAST. ECJ II ERi n I- :. ASSUMES NO RESPONSIBILITY FOR THE ACCE ... 1 OR CO LET E E THS ,F FELT FILTER BAG I ATI0N. gECTION REVISIONS OLD MORRO ROAD LANDSLIDE REPAIR NO. BY DATEI DESCRIPTION f. PROTECTION H COAST ENGINEERING INC. S./ /=' NOlTE GENERAL NOTES AND DETAILS CATH BASIN 7 NTS ITh CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT 58030 SCALE: NO SCALE DEPARTMENT OF PUBLIC WORKS THIS DETAIL TO BE USED AFTER COMPLETION OF CATCH BASIN ry , Exp. 6/30/12 DESIGNED BY: JRL CITY OF ATASCADERO, CALIFORNIA4 CONSTRUCTION, AND REPLACES THE "FIBER ROLL INLET FILTER" DETAIL. 03 EXP 67M 725 Creston Rd. Suite B 2 UAW Paso Robles, CA 93446 DRAWN BY: SED ACC PTED Y: TE: �` CIV1� \Q' OF 4 SHEETS .q � CHECKED BY: DRAiMNG No. (805 239-3127 . DATE OF�. (80527--8FJ51 RECORD DWG.: RUSSELL S. THOMPSON C 43069 JOB No. 10114 CITY ENGINEER ATASCA RO, CALIFORNIA NORTH COAST ENGINEERING INC. copyright 0 2011