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HomeMy WebLinkAbout2015 - San Ramon Road at El Camino Real 3 $ x DEMOLMONGENERAL ABBREVIATIONS LEGEND QU��rT'Y 1. AN ENCROACHMENT PERMIT WILL BE REOUIR0 FROM THE CITY OF 6. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE SALVAGED OR 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT 14. CONTRACTOR SHALL NOT INTERRUPT ANY SERV/CES OR DISRUPT THE A. ALL MATERIAL EXCAVATED OR GRADED SHALL BE SUFFICIENTLY WATERED TO PREVENT EXCESS BV BUT7FRFL Y VAL VE RIGHT-OF-WAY LOCAL BENCHMARK ATASCADERO PUBLIC WORKS DEPARTMENT PRIOR TO WORK DONE IN THE PUBLIC REMOVED FROM THE SITE TO AN APPROVED FACILITY OR RECYCLING FACILITY AT "UNDERGROUND SERVICE ALERT"AT 811 FOR LOCATION OF POWER, GAS, OIL, OPERATION OF ADJACENT BUSINESSES OR RESIDENTIAL AREAS OUTSIDE THE LIMITS AMOUNTS OF DUST. WATERING SHALL OCCUR AT LEAST TWICE DAILY WITH COMPLETE COVERAGE, BW BACKWATER VALVE PROPERTY LINE EXISTING WATER VALVE RIGHT-OF-WAY. THE CONTRACTOR'S EXPENSE. THE CITY ENCOURAGES THE RECYCLING OF WATER, SEWER, STORM DRAIN, AND TELEPHONE UNDER GROUND FACILITIES. THE OF DEMOLITION. PREFERABLY IN THE LATE MORNING AND AFTER WORK IS FINISHED FOR THE DAY. C8 CATCH AASIN r� o DEMOLITION DEBRIS AND MAY PROVIDE A LIST OF LOCAL RECYCLERS AND THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE APPROPRIATE AGENCY FOR 8. ALL CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE DURING CLF CHAIN LINK FENCE EX/STING CONTOUR EXiS11NG WATER METER ®WM 2. NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE C17Y OF MATER/ALS THAT.THEY ACCEPT. THE LOCATION OF ALL UNDERGROUND FACILITIES. 15. IF APPLICABLE, ALL PRIVATE WASTE DISPOSAL SYSTEMS SHALL BE INSPECTED DURING PERIODS OF HIGH WINDS (I.E. GREATER THAN 20 MPH AVERAGED OVER ONE HOUR) SO CO CLEANOUT EXISTING SPOT ELEVATION g© EXISTING F/RE HYDRANT t ATASCADERO PUBLIC WORKS DEPARTMENT AND/OR BUILDING DEPARTMENT SHALL FOR ABANDONMENT IN ACCORDANCE WITH UNIFORM PLUMBING CODE APPENDIX AS TO PREVENT EXCESSIVE AMOUNTS OF DUST. DCDC DOUBLE CHECK DETECTOR CHECK +ti © o Q v o EXISTING RETAINING WALL MANHOLE - rr BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING DEMOLITION ANY 7. ALL STREETS, ALLEYS VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL 11. THE CONTRACTOR SHALL POTHOLE AND MERIFY ALL EXISTING UTILITY .�EC17C�N K�1. ALL WASTE SYSTEM ABANDONMENT SHALL BE IN ACCORDANCE WITH CALL MATERIAL TRANSPORTED OFF-SITE SHALL BE ETHER SUFFICIENTLY WATERED OR SECURELY DI DROP INLET o- z`�' DEMOLITION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY BE KEPT CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TO THE LOCATIONS AND ELEVATIONS PRIOR TO DEMOLITION WORK. THEY SHALL VER/FY T COUNTY`OF'SAN LUIS OBISPO HEALTH DEPARTMENT'REQUIREMENTS. COVERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. EX EXISTING CENTERLINE - POWER POLE OF ATASCADERO SHALL BE DONE AT THE CONTRACTORS RISK. CITY OF ATASCADERO, AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE THAT ALL UTILITIES TO ANY STRUCTURE TO BE DEMOLISHED ARE SHUT OFF, D. THE AREA DISTURBED BY CLEARING, GRADING EARTH MOVING, OR EXCAVATION OPERATIONS SHALL FH FIRE HYDRANT EXISTING CURB FACE _ = GUY WIRE E - 1 END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT INA "STOP WORK" DISCONNECTED AND/OR CAPPED TO THE SATISFACTION OF THE UTILITY COMPANY a it 16. -CONTRACTOR SHALL ONLY REMOVE THOSE UNDERGROUND FACILITIES BE MINIMIZED SO AS TO PREVENT EXCESSIVE AMOUNTS OF DUST. FL FLOW LINE - _ �� 3. ALL DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN AND THE CITY OF ATASCADERO PUBLIC WORKS DEPARTMENT AND BUILDING SPECIFICALLY NOTED FOR REMOVAL. DAMAGE TO EXISTING FACILITIES TO REMAIN E. PERMANENT DUST CONTROL MEASURES IDEN77RED IN THE APPROVED PROJECT REVEGETATION FS FINISH SURFACE EXISTING EDGE OF PAVEMENT �+ �- SIGN ADOPTED VERSION OF THE 2010 CALIFORNIA BUILDING CODE, 2010 CALIFORNIA ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR DEPARTMENT PRIOR TO DEMOLITION OF ANY STRUCTURES. SHALL BE CORRECTED AT THE CONTRACTORS OWN EXPENSE. AND LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION HDPE HIGH D£NS17Y POLYETHYLENE PIPE EXISTING - - MAILBOX 0 MB ELECTRIC CODE, AND 2010 CALIFORNIA PLUMBING CODE, TITLE 24, AND ALL WORK SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED OF ANY SOIL DISTURBING ACTIVITIES. tE INVERT ELEVATION EASExlENT - - - - - STREET LIGHT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD AND THE 12. DURING SITE DEMOLITION AND CONSTRUCTION, ALL SERVICES SHALL B£ 17. CONTRACTOR TO KEEP DUST TO A MINIMUM AND CONTROL TO SATISFACTION F. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN ONE LAT LATERAL �; CITY BUILDING OFFICIAL. 8. THESE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS OF MAINTAINED TO EXISTING ADJACENT BUILDINGS. OF THE CITY OF ATASCADERO. MONTH AFTER INITIAL GRADING SHOULD BE SOWN WITH A FAST GERMINATING, NON-INVASIVE, MAX MAXIMUM EXISTING STORM DRAIN — WELL MONUMENT THE PROJECT SITE AS REPRESENTED ON THE PLANS UNLESS NOTED OTHERWISE. GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED. MH MANHOLE � 4. THE LIMITS OF DEMOLITION SHALL INCLUDE ALL RUBBISH STOCKPILE AREAS 13. ALL UTILITY SERVICES SHALL REMAIN IN OPERATION DURING ALL PHASES OF C ALL DISTURBED SOIL AREAS NOT SUBJECT TO REVEGETA77ON SHALL BE STABILIZED USING MIM MINIMUM EXISflNG FENCE -x--x x- TREE0 DUMP SITES, AND ALL DELETERIOUS MATERIAL LOCATED WITHIN THE PROJECT LIMITS 9. ALL UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS WORK TO ALL ADJACENT BUILDINGS NOT SLATED FOR DEMOLITION. CONTRACTOR APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER METHODS APPROVED IN ADVANCE PL PROPERTY LINE EXISTING ELEC. E CANOPY AS SHOWN SUCH THAT THE AREA SHALL BE READY FOR CLEARING AND GRUBBING. AND KNOWLEDGE. THE CONTRACTOR HAS THE TOTAL RESPONSIBILITY TO VERIFY TO COORDINATE Wl1N RESPECT/VE OWNERS AND UTILITY COMPANIES PRIOR TO ANY BY THE APCD. PUE PUBLIC UTILITY EASEMENT EXISTING GAS C C ROCK THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITH THE UTILITY COMPANIES DEMOLITION WORK. H. ALL ROADWAYS, DRIVEWAYS; SIDEWALKS, ETC. TO BE PAVED SHALL BE COMPLETED AS SOON AS PVC POLYVINYL CHLORIDE EXISTING SEWER s S EXISTING STRIPING 5. DEMOLITION OF EXIS77NG STRUCTURES SHALL INCLUDE THE DEMOLITION AND AND THE OWNER, AND TO NOTIFY TTf£M WHEN WORKING /N THEIR PROXIMITY. POSSIBLE. IN ADDITION, STRUCTURAL FOUNDATIONS SHALL BE COMPLETED AS SOON AS POSSIBLE PP POWER POLE REMOVAL OF ADJACENT FENCES, POSTS, RUBBISH ACCUMULATED AROUND THE FOLLOWING BUILDING PAD CONSTRUC770N. RCP REINFORCED CONCRETE PIPE EXISTING C48LE TV TV—TV DIRECTION OF FLOW -�— --*-- STRUCTURE, ABOVE AND BELOW GRADE UTTLIT/ES, SERVICE LATERALS, FOUNDATIONS, I. ON-S(TE VEHICLE SPEED SHALL BE LIMITED TO 15 MPH FOR ANY UNPAVED SURFACE. RPBP REDUCED PRESSUE BACKFLOW PREVENTION DEVICE e AND ALL OTHER lTE"MS SUCH THAT INE FINAL STATE OF THE FACILITY SHALL BE J. ALL UNPAVED AREAS WITH VEHICLE TRAFFIC SHALL BE WATERED AT LEAST TWICE PER DAY, US/NG ROW RIGHT-OF-WAY EXISTING TELEPHONE T SAWCUT LINELn 4 READY FOR REDEVELOPMENT. NON-POTABLE WATER. SD STORM DRAIN EXISTING WATER w DEMOLITION BOUNDARY -------- 0 K. STREETS ADJACENT TO THE PROJECT SITE SHALL BE SWEPT DAILY TO REMOVE SILT WHICH MAY SS SANITARY SEWER AREA OF DEMOLITION HAVE ACCUMULATED FROM CONSTRUC77ON AC77W77ES SO AS TO PREVENT EXCESSIVE AMOUNTS OF TC; TOP OF CURB DUST FROM LEAVING THE SITE TF " TOP OF FOOTING ''`'�,, CL L. WHEEL WASHERS MAY BE REOUIRED WHEN SIGNIFICANT OFFSITE IMPORT OR EXPORT OF FILL /S TG. TOP OF GRATE' INVOLVED. TW TOP OF WALL VCP VITREOUS CLAY PIPE '� WLR:: WATERLINE tv o` V)u WAr1 WA7FR METERiE WV WATER VALVE .� v W w N S6740 56'E 635.30` ? t �. _0rn { f 00 O Lo 1 f f x x x x x x x x-----_.__x______x- x x x f - s`yj f f f ao` 0 € '� �.. f EX. SD GRATE INLET f f / U. FALL--, _ f { ° SS 00) ar PGE ° *�I t2" PG x x x— x x— x- x x -2 _ _ _ __ _ __ . f ro�FR � f i � c 2a f { CDO JT JT a mom { Boa � �, 1 ca f f _ � I 1 a s EK SD f l { X 5z AVRV A C_ EX. CLF { x { f�V { 0 6'P.U.E. ci 1 { O Cl { ^ y { { v f x 6 I� so W- V. Z g 'd=OJ°17'08" s 00 R=1030.00, I d' L=59.07 EX. 8" WATER STUB G 10 Vi} ( i CN SD GRATE INLET O CN 5 10 0 Z3 EX. SD Lij 1981 0 t / / 100 EX. 6"PVC SS LATERAL. 1 C •— { { { + 13 (NOT IN SERVICE). � � t� + 1 (/) 0 - Ex.`s, f f + X _'* i J 0 0 ry EX. SO GRATE INLET" Q I "� 3 1 W O �J ry 60, 99 1 ` � \ � - TRASH IN THIS AREA o' 10 TO BE REMOI/ED EX Y 10 100 7 1 e.. NOTE: DEMO OF THE EXIST. J' PUBLIC STORM DRAIN \ IN, S M CAN ONLY OCCUR 9 A R THE 10 '�STORM \ \\ Y \ \ /N YSTEM IS INSTALLED EX. SDMH I •o \ o " 3g5 {{ \ \ 0, EX. 36 HDPE 20 PUBLIC 911<EWAY AND \ 4 ® __ 2 PEDESTRIAN ACCESS EASEMENT 9� \ \ \ \ 154.? __ __ EX. FH 9 4 w DEMO=ONNOMS. \ \ EX 8 WA TER STUB 1 SAWCUT LINE. \ � � 1 F2� REMOVE EXISTING ASPHALT CONCRETE`: -�-- ---� r x LIZ A REMOVE EXISTING CURB AND GUTTER. 6 4� REMOVE EXISTING STORM DRAIN PIPE: CONTRACTOR TO DISPOSE OF PIPE IN AN APPROVED LOCATION. 1 /N I oo oot Q� F51 REMOVE EX ST G STORM DRAIN INLET CONTRACTOR TO DISPOSE OF INLET IN AN o t, , APPROVED LOCATION N N�? TI �THE DRAIIN AND THE TIE IN OF E 6 REMOVE EXISTING WATER METER VAULT. RETAIN FOR REUSE ON PROJECT. I T� U� IN RS. \F7� NCIPITATI Y F ST F \} 11 \ \ o r t �+ %0 REMOVE EXISTING WATERLINE. PROVIDE CAP AT MAIN. \ \, \ r, E \ ,� Q PVC L, REMOVE EXISTING WATER VALVE: RETAIN FOR REUSE ON PROJECT. k\X \ \ \ \ EX, 6 N0T 1N SE CE`. ` Q ( ) ell F9.] REMOVE EXISTING FIRE HYDRANT ASSEMBL Y. RETAIN FOR REUSE ON PROJECT. 9� k\k PAC BELL MH 6'P.U.E. PROTECT IN PLACE) , U) Q,) F10] CONSTRUCT TRENCH REPAIR PER CITY OF ATASCADERO STANDARD NO 702. \ 4 \ ' \ o� EX. PAC BELL VAULT ! --- 10' TEL. M SEMENT \(PROTECT 1N PLACE) .-+-� - ► F11] REMOVE EXISTING BARB WIRE FENCE; s� \ \ E 1FL. VAU T �' '�"' U) u �X. PAC BELL VAULT A 4J F121 REMOVE PORTION OF EXISTING CHAIN LINK FENCE FOR GATED CONSTRUCTION \X\x \ \ PI 9IFCT/N PLACE) _ 100 U. IRR. i \ o '.mak \ 100 . -----3' (� � � ENTRANCE. \ 1 _--� =N -4-f U) 1 � 14 '� ,� FjJ REMOVE EXISTING IRON FENCE AND BALLASTER. 19 �, 00 R=20.00' �� --Al 10P.U. : L=31.a3 .�,. \ \ \ EX. TEL. Lr _ -- _f_ � 0 P-41 REMOVE EXISTING OAK T7?EE (UNDER SEPARATE PERMlT1 \ _ -� FO LOCAL B NCHMARK C U) C4 U) 96 a ELEVATIO =97.09, CN Revisions 9 x Drawn By: JJE Checked By: JJE IL Date: April 2015 LMONPLAN4 SCALE 1"- 30' Job No. 12.387.004 File Name: "MRD DRAWWOS, AS BUILT\C 1--DEMO.dwg REVI,S1oN5 TO THIS SHEET ....�, , t � � NO REVfSlON.S ON THIS-SHEET BENCIDAARK. Scale: 1$1 = 30' DAA TOLL FREE FOUND 2" BRASS CAP STAMPED L.S. 5571 IN MONUMENNT WELL LOCATED ON THE .. Phot Date: 05/11/2015 811 CENTERLINE OF EL CAMINO REAL AT THE INTERSECTION OF SAN RAMON ROAD AND EL CAMINO REAL. Sheet AT .EAST TWO DAYS BEFORE YOU DIG ELEVATION=97.09' (ADL? 72O 34 FEET TO LOCAL BENCHMARK FOR NAVD 88 ELEVATION) UNDERGROUND SERVICE ALERT OF NORTHERN CAUEORI��A .'j 'k 3 k i a • LEGEND RECORD DRAWINGS. <<*G`NE�I� b, RfYIS/DNS TO THIS -SHEET.- L004 BENCHMARK EXiS77NG STORM ORA/N — — — — — EXISTING WATER METER ®WM � ; PROPOSED STORM DRAIN ••—••—••—••— EXISTING FIRE HYDRANT ND REVISIONS. ON THIS SHEET RIGHT-OF-WAY - - EXIST. FENCE —x x— PROPOSED FIRE HYDRANT PROPERTY UNE �' a EXIST. ELEC. —E E— POWER POLE EXIS17NG CONTOUR PROPOSED EL EC. GUY WIREsj EXISTING SPOT ELLYA77ON Op EXIST. GAS —G G— SIGN —� 03N + PROPOSED GAS •• MAILBOX o MB NEW SPOT ELEVATION EXIST. WATER -w w— STREET LIGHT PROPOSED RETAINING WALL o PROPOSED WATER WELL MONUMENT -0 EXISTING RETAINING WALL EXIST. SEWER —S S— TREE p PROPOSED SEWER STREET CENTERLINE —- -— CANOPY EXISTING CURB FACE ____ _- FIST. CABLE TY 7V-- TV— ROCK PROPOSED CURB FACE PROPOSED CABLE TV - N EXISTING STRIPING EXIS77NG EDGE OF PAVEMENT -n r——-nn--—it EXIST. TELEPHONE LINE —T T— DIRECTION OF FLOW PROPOSED TELEPHONE LINE T PROPOSED EDGE OF PA1 "MfNTLO wv PROPOSED SWALE alSTING WATER VALVE -�--- ---�— ' EXISTING ------------- W EXISTING DROP INLET = _ p EASEMENT _—————_ PROPOSED WATER VALVE p© PROPOSED DROP INCE? — £X1ST7NG MANHOLE(SWR & SD) o,. o SAWCUT LINE — PROPOSED MANHOLE (SWR & SDS O cl- `N- C3) •� 1 — � Datt� •, w�NN) CD v t°0 00 o -� LO 00 AV � �-- Cf) 04) S6740'561E 05.30' 7 coo ca / - - - - __ _ __ __ � — � 1L 00d e4 r jF0 ,� flfl 10/4k! g� � �1ti R R h� �1 � FIN _ _ J �.fl6�' 1 5Y�� ��°�°� J;� J / / ��h g��g�� hfl �. �`��ti ,�� � .� ���•,�.� R 6� �1 �, � I �g9g�g -all 1 { - t s /A. ©, {� � - Q)10* _ ry F-vl 4< ! 6 N O 88.17' � j `� to c: SK { J ' ©ti 60 P.U. I ry '-- W C3 { J J l l 0 c 0 .. 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EXISTING EDGE OF PAVEMENT -n r--7 r--r ir- y�. \ `\ ��C. �, Q� a g a '� `� ` g• x 1 �s� � \ � �• ` �1a �'� 10 oa° � 1 0° �� �,2 �� �G 11°0�� �o ��G g� 1�G� g � . ��� PROPOSED EDGE O PAVE�IENT ,A � oa• : aha° ° • 1`� ��3 �� a(}• °o�g� � �3 �j 1� g�• � EXISTING -------------- TE: OLMON OF NG EASEMENT ------_ N C THE TIE IN OF THE N $T N COORDINATED TO UR 1N IN \� \ ` ` �G G 12 .. °.. ...� ......._. . G .... °.. g Q � sAWCUT LINE* ` ® 1 `� Q 1a a• G �� �, g• ! ,�., N NO PRECIPITATION Y FORECASTF - \ i J 19 � EXISTING-STORM DRAIN .._..__.._..._. .. \ \ \ ® '00® 1 6 d3 ; THE WEEK f o • 1 � � � � 0' 1 G ®' � PROP9gV STORM DRAIN -� EXIST­f"£NC£ X x \ ♦ 0• G �, G 1 0• fl �,� . 1 0 lk o -C-4 � o � P£DF TRWN ACCESS�fAS£�!£NT - � \ .° \ ` � o ® ® , ' ��' ° �� �fl� �. Z 1� � s1 .c ����C� �° � 9�`�F�6 0 X10°''CG � 1°,'�0®d� p�G� C� C..� EXIST MANHOLE (SWR do SOJ fl \ \ �` '� o. �� '� Q. �J� LG r �'' 4 •go- ° �° O U PROPDSED MANHOLE (SWR LCA' SD) Q 8 ` \ •' a.\ ® '� � "� ,�� G _r 1 ®• 1® °;� �j ,�f� gg2 X gq3' p�y POWER POLE t GUY WIRE E-- SIGN �- O MAILBOX o MB REFIRM(MNOM! o �-- - LO . -+ Lf) � (!3 STREET LIGHT REVISIONS TO THIS SHEET O WELL MONUMENT CONSTRUCT 6"P.CC CURB PER DETAIL A, SHEET D1. 11 CONSTRUCT 24 x36" CURB INLET BY MIDSTAT£ CONCRETE OR APPROVED £QUAL° PATH OF TRA�/E'L: 2�' MAX. CROSS FALL & 4.99 ' MAX. LONG/T7lD/NAL SLOP£. d RELOCATE STORM DRAIN. U1 C.J T7?E£. \\ CONSTRUCT 6 P.C.C. CURB ANO 18 GSR PER DETAIL B, SHEET D1. 12 CONSTRUCT STORUDRAIN MANHOLE PER CITY OF ATASCAD£RO STD N0. 501. ADJUST EX. STORM DRAIN INLET TO FINISH GRADE PER CITY OF ATASCAD£RO Revisions CANOPY STANDARDS do SPECIFICATIONS CONSTRUCT 4 P.0 G SIDEWALK, OVER 4 MIN. AGGREGATE BASE PER DETAIL C, SHEET D1. 13 CONSTRUCT 3 MIN.. ASPHALT CONCRETE OVER 8 MIN. CL 1/AGGREGATE BASE OVER 12 ROCK MIN, SELECT'FILL COMPACT TO 95.x' REMOVE STORM DRAIN GRATE INLET. EXISTING STRIPING -µw�� CONSTRUCT ADA P.C C CURB RAMP PER DETAIL D, SHEET Dl. DIRECTION OF FLOW - *---- - --- 14 CONSTRUCT 18" SIDEWALK 0 END PARKING SPACE PER DETAIL L, SHEET 01. � CONSTRUCT 4" P C.0 CURB RAMP PER CAL TRANS 2010 STD. A884. PROPOSED SWAIE CONSTRUCT ADA P.C.C CURB RAMP PER DETAIL E, SHEET D1. 15 CONSTRUCT CURB PER DETAIL M, SHEET D1. � CONSTRUCT 2' CURB CUT. Drawn By: JJE EXISTING DROP !h#LfT - \ - CONSTRUCT ADA P.C.C CURB RAMP PER DETAIL H, SHEET D1. Checked By: JJE PROPOSED DROP INLET --- - T CONSTRUCT 8"MIN. PCC OVER 6"MIN. CL H AGGR£GAT£ BASE OVER 12"MIN. SELECT f 6 CONSTRUCT ISLAND CURB PER DETAIL /� SHEET D1. � CONSTRUCT 24 HDPE STORM DRAIN, Date: April 2015 p FILL COMPACTED TO 957 STD, DENS17Y PER DETAIL .iC SHEET D1. 1 FLUSH CURB D CURB FACE D CONSTRUCT 12"HDPE STORM DRAIN. Job No. 12.387.004 CONSTRUCT 18 HDPE STORM DRAIN PIPE. 18 CONSTRUCT 4 P.C.C. SIDEWALK PER CITY OF ATASCAD£RO STD. NO. 419. CONSTRICT 10"HOPE STORM DRAIN. File Nome: CONSTRUCT 36"HOPE STORM DRAIN PIPE: 19 CONSTRUCT 8"P.C.C. CROSS GUTTER & SPANDREL PER C17Y OF ATASCAD£RO STI. NO 421. " AS BUILT\C4-GP.dwg Q0 CONSTRUCT 8 YARD DRAIN WITH DOMED GRATE: CONSTRUCT 4"MIN. ASPHALT CONCRETE ODER 8"MIN. CL 11 AGGR£04T£ BAS£ OVER 12" 10 CONSTRUCT 24" BATCH E�i.SIN drY/TH DOMED GRATE BY NYLOPL4ST OR APPROVED EQUAL. � � Scale: �n .- 20' MIN. SEZECT FILL COMPACT TO 95�: LCWAL DIAL TOLL FREE CONSTRUCT sroRM DRAIN CLEANOUT PER CITY IF ATASCADERo ST71 Nd 605: FOUND 2" BRASS CAP STAMPED L.S. 5571 IN MONUMENT WELL LOCATED ON THE Plot Date: 05/11/2015 -� CENTERLINE OF EL CAMINO REAL AT THE INTERSECTION OF SAN RAMON ROAD AND £L CAMINO REAL. 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LEGEND `` ` g$ F� G p• � pfl 1a� a. 0 �o G fl• $ $ 0• G a 1 '� 0 g g °� �g LOCAL BENCHMARK �\. ` ® e G 10 Q• G pQ ° F g g 5 gg gg 2 0• f$ ��� ���' e � 2� � fl �0 $� � '� 0a'•, G 9g $ g� � $ 0 g1 � a��` egg, RIGHT- ___r.__--__---_- �� � � ` � ` � � ��, �� �� � 6 � $� � p g � '�G (}o° a'�G '��' a p��� G `� g• ��, �� x � � � •.` ® ® � e e 10 0'I �p4a � pp• �$ 0k� �5 �1000 p� 0�g4 ��� gg• $���5 °� $ ,� ,�Q�ti PROPERTY LINE '>y �� ` '� 1fl p Qa Q �O $fit a Q gg '1 9 EXIS77NG CONTOUR � , 1 > > r. \N/ fl � g. roti �p000 � ' EXISTING SPOT ELEVATION �� NATE: DEMOLITION OF THE STING ST ♦ i $ G 12 +`� � � r � '� $ F� �, DRAIN AND THE TIE IN OF TIME NEW BE o '\� ® p1. 0 $ ,�� �� h� �$ 0• �1 G Oa• 2 .� _ g NEW sPor ELEVATION ' 0z A COORDINATED TO R IN 4� RS. r � � .• � ® i 1 � Q• 't SIh, g � .____ � � 0�Qc'�V � NA PRECIPITATION Y F F ° $ � EX /N/NG WALL 20'PUBLIC BIKEWAY AND `� ` r $ ��a0 �G 6 �"��� � e '��' ao• �o �9¢sa0• THE PEDESTRIAN ACCESS EASEMENT • ♦ ,h.' �� $ �/� t ��' `$ �' . F¢�, 10 �G s ,�o p• k� ti 0 F� ♦ � �`� g .` go- � � 1 aF G 0 a �� �G � ao• �� ��pa'aa. �� � � gg° X g , � � PROPOSED C E - `\ � �`� O/ � � 0$ ��G �pfl �OQa° g�5 p fl����� a 0� �fl 2 �G EXISTING EDGE OF PAVEMENT -n-- trr --F�r- NOM ° $ fla` $�0 g• �G 0• $ IM �0 �� �, C7 �\� `a• � �C 1 � 0 � 0 � $ Q XE v� � �_ � a g � / � '� 0 0 � � PROPOSED ©GE OF PAVEMENT . �� Q a gas0 ,• �fl �O a. 6 -- EXIST7NG A. ALL MATERIAL EXCAVATED OR GRADED SHALL BE SUFFICIENTLY WATERED TO PREVENT \ g • $ fl ' 60 �G EASEMENT -------- EXCESS AMOUNTS OF DUST. WATERING SHALL OCCUR AT LEAST TWICE DAILY WITH 10, TEL. EASEMENT `\ ��\' 4� �0 0° Z�G� fl` ° �� �����• COMPLETE COVERAGE, PREFERABLY IN THE LATE MORNING AND AFTER WORK IS FINISHED \,\ ' U a • �F fl. 0 (,� O SAWCUT LINE FOR THE DAY. � \ \ � 0 g� �o �I` '�o o• NG -- EXISANG STORM DRAIN - - -- - -- 8. ALL CLEARING, GRADING, EARTH MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE `\ / �$ a?F�' a. $4$�G 10 G X -- •-- W fl 1g p DIRT-NO FLA TWORK G . - PROPOSED STORM DRAIN ..®..®..®•.-- DURING DURING PERIODS OF HIGH WINDS (f.E. GREATER THAN 20 MPH AVERAGED OVER \ 2 1 �$ 'C $ C.) g g p• � �, -x--x X- ONE HOUR) SO AS TO PREVENT EXCESSIVE AMOUNTS OF DUST. - - - 1 - 6 EXfSI: FENCE C. ALL MATERIAL TRANSPORTED OFF-SITE SHALL BE EITHER SUFFICIENTLY WATERED OR \ Q g' a $ G - - - - - - - -- - - - _. - �o fl°- _ - fl � � EXIS77NO MANHOLE (SWR SD) a SECURELY COVERED TO PREVENT EXCESSIVE AMOUNTS DF DUST. ` \ �, O o 6 G flo 0 0 1 .°.. •. -- -- ,-- _. ._.. - ' c_-0 �.- . THE AREA Y RING GRADING EARTH MOVING OR EXCAVA77ON �C' \\ \� 11 �o G 'i 04 f _ ® -�' -- �- -- -- -- -- -- ` ' C� PROPOSED MANHOLE(SWR & SDS Q D E EA B CLEA Ro � ?�, � gg lx � gg � p I -- -- C� � _Q OPERA170NS SHALL BE MINIMIZED SO AS TO PREVENT EXCESSIVE AMOUNTS OF DUST 9 - �G 0a Q Q POWER FOLE � Oo �` a � '10 . T. , E. PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT0a T E--- REVEGETAPON AND LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOON AS POSSIBLE �o g fl a / GUY WIRE r,® �fl 1 gg G ! 00 f 18 FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES. $• G g° 6 GO �\ ,� SIGN �- F. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER $ ��� �. g g• $$$� 1 ! PAD LIMIT ,� 0 -� MAILBOX El MB THAN ONE MONTH AFTER INITIAL GRADING SHOULD BE SOWN WITH A FAST GERMINATING $ �� • g 0 I ! 1 I 1 Q ' � � gg °� '� Qo OVEREX L/MIT 5 ' � STREET LIGHT NDN-INVASIVE, GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED. \. g$ 2 1 p G. ALL DISTURBED SOIL AREAS NOT SUBJECT TO REVEGETATION SHALL BE STABILIZED c7 { OUTSIDE PAD LIMIT 1 X \ \ P 11 WELL MONUMENT USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING; OR OTHER METHODS � 'N'4- PAD == 101.00 TREE APPROVED IN ADVANCE BY THE APCL1 \ 0 14 I I 1 1 0 N c H. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHALL BE COMPLETED AS TY�f? , � CANOPY P I TINSTRUCTURALFOUNDATIONS SHAG BE COMPLETED AS - I a CO`3 SOON As OSSIBLE. N ADDITION, L � I FF 101.50 } ROCK SOON AS POSSIBLE FOLLOWING BUILDING PAD CONSTRUCTION g�' � CONEPTUAL BLDG 1 ; 3 1. ON--SITE VEHICLE SPEED SHALL BE LIMITED TO 15 MPH FOR ANY UNPAVED SURFACE; a 1 g �g ENVEL OPE NIC° e O EXIS77NG STRIPING ,.......v......w...............r. .. ..... J. ALL UNPAVED AREAS WITH VEHICLE TRAFFIC SHALL BE WATERED AT LEAST TWICE PER DIRECTION OF FLOW DAY, USING NON--POTABLE WATER. �_ g K. STREETS ADJACENT TO THE PROJECT SITE SHALL BE SWEPT DAILY TO REMOVE SILT PROPOSED SillE ��---- ---�---- WHICH MAY HAVE ACCUMULATED FROM CONSTRUCTION ACTIVITIES So AS TO PREVENT � \ � , � I � 6 P.U. . t X _,_ - EXCESSIVE AMOUNTS OF DUST FROM LEAVING THE SITE. EXISTING DROP lNlE7" � .� - L. WHEEL WASHERS MAY BE REQUIRED WHEN SIGNIFICANT OFFSITE IMPORT OR EXPORT OF PROPOSED DROP INLET 1 1 ! i .•..,_ FILL IS INVOLVED. 8 WIDE CLASS ! BIKE AND PEDESTRIAN TRAIL. 2" q PAVING OVER 7" CLASS Il BASE 0 907 REL. COMP. ` 1 (SEE OFF--SITE PUBLIC' � � � � ® IMPROVEMENT PLANS) 0' 0 RUE NOM . 1 ¢, t CONSTRUCT 6 P CC. CURB PER DETAIL A SHEET D 1. 15 CONSTRUCT CURB PER DETAIL M, SHEET D1, R=20.00' j � n.la ..o..• s..n Yr w..• f _ � E` e ___. '- -_- .. .. ° •,.. Y L-31.83' CONSTRUCT 6"P.C C, CURB AND 18 GUTTER PER DETAIL B, SHEET D1, t 6 CONSTRUCT ISLAND CURB PER DETAIL N, SHEET D1. Vis•- _� � \� EO CONSTRUCT 4"P.CC SIDEWALK, OVER 4" MIN. AGGREGATE BASE PER DETAIL C, SHEET 01. FLUSH CURB O" CURB FACE -- CULTURAL Mull 4 CONSTRUCT ADA P.C C CURB RAMP PER DETAIL D SHEET D 1. t8 CONSTRUCT 4" P.C C SIDEWALK PER CITY OF ATASlR- O STD. NO 419. 1111j� MS IF ARCHAEOLOGICAL RESOURCES OR HUMAN REMAINS ARE DISCOVERED DURING FO CONSTRUCT ADA P.CC, CURB RAMP PER DETAIL E; SHEET D1. 19 CONSTRUCT 8" P.C.C. CROSS GUTTER & SPANDREL PER CITY OF ATASCADERa STD. NO. 421. CONSTRUCTION, WORK SHALL BE HALTED WITHIN 150 FEET OF THE FIND UNTIL IT CAN BE 9� '� - - e- - "` „ RK EVALUATED BY A QUALIFIED PROFESSIONAL ARCHAEOLOGIST. IF THE FIND IS DETERMINED TO x LOCAL BENC 709' t R PPR H HET 1, CONSTRUCT 4'" MfIV. ASPHALT CONCRETE OVER 8" MIN. CL 11 AGGREGATE BASE OVER 12" BE SIGNIFICANT APPROPRIATE MITIGATION MEASURES SHALL BE DEVELOPED AND �� ,�-----" ' ELATION= T09` CONSTRUCT ADA PC.C. CUB RAM E DETAIL , S S D MIN. SELECT FILL COMPACT TO 95X: INDICATED 8Y SHADING ' ` IMPLEMENTED ACCORDING TO APPENDIX K OF CEQA GUIDELINES. CONSTRUCT 8"MIN, P C.C. OVER 6MIN. CL II AGGREGATE BASE OVER 12"MIN SELECT --- 1 CONSTRUCT STORM DRAIN CLEANOUT PER CITY OF ATASCADERO STD° N9 605. X----'- 18 FILL COMPACTED TO 957' STD. DENSITY PER DETAIL K, SHEET D1. X X PATH OF TRAVEL: 2X MAX. CROSS FALL & 4.99Z MAX. LONGITUDINAL SLOP£. CONSTRUCT 18" HDPE STORM DRAIN PIPE: ADJUST EX, STORM DRAIN INLET TO FINISH GRADE PER CITY OF ATASCADERo CONSTRUCT 36�HDPE STORM DRAIN PIPE: STANDARDS & SPECIFICATIONS. NOISENOTM, � ! `� 1. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO 8.00 A.M. TO 6.•00 P.M ON WEEKDAYS l0 CONSTRUCT 24" CATCH BASIN WITH DOMED GRATE BY NYLOPLAST OR APPROVED EQUAL. REMOVE STORM DRAIN GRATE INLET. AND PROHIBITED ON WEEKENDS. 2. THE CONTRACTOR SHALL EMPLOY THE QUIETEST ALTERNATIVE COUIPMENT AND OR 11 CONSTRUCT 24'X36" CURB INLET BY MIDSTATE CONCRETE OR APPROVED EQUAL. CONSTRUCT 4" P.C C CURB RAMP PER CAL TRANS 2010 STD A88A. MUFFLED CONTROL NOISE FROM AVAILABLE EQUIPMENT. / 3. PROCEDURES WITH THE HIGHEST NOISE POTENTIAL SHOULD BE SCHEDULED FOR THE ' CONSTRUCT STORMDRAIN MANHOLE PER CITY OF ATAS'CADERO STD NO 501, CONSTRUCT 2 CURB CUT. �____ ___ C®J TIMES WHEN THE AMBIENT NOISE LEVELS ARE HIGHEST (E:G;, DURING PEAK COMMUTE -- _ 0 CONSTRUCT J N MIN. ASPHALT CONCRETE OVER 8"MIN. CL Il AGGREGATE BASE OVER 12" CONSTRUCT 24HDPE STORM DRAIN HOURS) --- ' CN 13 4. ALL CONSTRUCTION EQUIPMENT SHALL BE REQUIRED TO BE EQUIPPED WITH ---- MIN. SELECT FILL COMPACT TO 95 ° CONSTRUCT 12"HDPE STORM DRAIN. FACTORY-STANDARD MUFFLERS AND OTHER SILENCING FEATURES. ____ •• 5. NO MORE THAN TWO PIECES OF MAJOR EARTH MOVING EQUIPMENT SHOULD BE -`�`` �- ____ ----- __ ___ - -� 4-j 14 CONSTRUCT 18 SIDEWALK END PARKING SPACE PER DETAIL L, SHEET D1. ALLOWED TO OPERATE SIMULTANEOUSLY WITHIN ,300 FEET OF ADJACENT RESIDENCES. _---- _= --`" �---- ---- �' . U) u CONSTRUCT 10'vHDPE STORM DRAIN. Q0 CONSTRUCT 8 YARD DRAIN WITH DOMED GRATE: t ®� t � � �~-CEffJAM* OR)WING PLM NOMS 0]["'Jjj�L NJ a) CN O " 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS SHOWN ON 6.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER 12.EARTHWORK CUT: 2000 CY FILL: 2500 CY 17,COMPACTION TESTS SHALL BE MADS" ON SUB--GRADE' MATERIAL AND 22.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND v FOUND 2 BRASS CAP STAMPED L.S. 5571 IN MONUMENT WELL LOCATED ON THE F AM/NOR AT THE INTERSECTION OF .SAN RAMON ROAD AND EL THE PLANS. RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. CUT AND FILL QUANTITIES ARE TO BE USED FOR DETERMINING PERMIT FEES MATERIAL PLACED AS SPECIFIED BY A SOILS ENGINEER. SOIL MAINTFIVANCE' OF ALL EROSION CONTROL DEVICES AS SPECIFIED CENTERLINE O EL C REAL REAL. ANY SURVEY MONUMENTS DESTROYED BY, THE CONTRACTOR SHALL BE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL TESTS SHALL BE MADE PRIOR TO PLACING OF STRUCTURAL MATERIAL. BY THE CITY ENGINEER• THESE DEVICES SHALL BE IN PLACE Revisions CAM/NO 2.NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED REPLACED IN ACCORDANCE (WITH THE STATE LAND SURVEYOR'S ACT EARTHWORK QUANTITIES FOR BIDDING PURPOSES. THE ENGINEER DOES NOT OR BE READY TO PLACE FROM NOVEMBER 15 TO APRIL 1,. BY THE CITY: THE CITY SHALL BE NOTIFIED AT LEAST 24 HOURS � 18°SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY IN THE EVENT THAT THE DEVICES ARE NOT PERMANENTLY IN ELEVATION-97.Q9' (ADD 720.34 FEET TO LOCAL BEIUCHMAh'K FOR NAYD 88 ELEVATION) PRIORI TO STARTING CONSTRUCTION. ANY CONSTRUCTION DONE AT THE CONTRACTORS OWN, "XP SE EXPRESSLY OR BY IMPLICATION EXTEND ANY WARANTEE FOR EARTHWORk' STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE 7.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT QUANTITIES. 15 DAYS PRIOR TO PLACING MATERIAL. THE TEST RESULTS SHALL PLACE THEY SHALL 8E PLACED IN THE E1/E"N7" A FORECAST FOR CITY WILL BE REJECTED AND WILL BE DONE AT THE "UNDERGROUND SERVICE ALERT" AT 1-800-642--2444 FOR LOCATION OF 13.THE CONTRACTOR SHALL PROVIDE DUST CONTROL DURING ALL PHASES OF CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. RAIN EXCEEDS 30�'. AN EMERGENCY CREW SHALL BE AVAILABLE 24 HRS A DAY IN THE EVENT AN EROSION PROBLEM ® CONTRACTORS ANDIOR OWNER S RISK AND EXPENSE. POWER, GAS, OIL AND TELEPHONE UNL E GROUND FACILITIES. CONTRACTORRFMIW THE WORK. 19°A REGISTERED CIVIL ENG/NEER MUST CERTIFY THAT THE IMPROVEMENTS, SHOULD OCCUR. A RESPONSIBLE PERSON AND HIS PHONE drawn By: WJE REVISIONS TO THIS SHEET.• WILL ALSO BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE AGENCY J.THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY MAY 14.ALL GRADING SHALL BE CONDUCTED IN ACCORDANCE WITH CHAPTER 33 WHEN COMPLETED, ARE IN ACCORDANCE WITH THE APPROVED PLANS NUMBER SHALL BE NAMED HERE UPON. FOR THE LOCATION OF ALL UNDERGROUND FACILITIES. Checked By: JJE 1 RELOC47E STORM DRAIN. REQUIRE REVISIONS /N THE PLANS TO SOLVE UNFORESEEN PROBLEMS OF THE U.B C., CITY GRADING ORDINANCE AND RECOMMENDATIONS OF THE PRIOR TO THE REQUEST FOR FINAL INSPECTION, AS-BUILT PLANS ARE � _ �, NAME: PETER KOE?TING �.; THAN MAY ARISE` IN THE FIELD. ALL REVISIONS SHALL BE SUBJECT 8 THESE_" PLANS DO NOT AUTHORIZE" SITE DISTURBANCE" BEYOND THE' LIMITS SOILS REPORT BY GEOSOLUTIONS INC. JOB N4 SLO1728-10 DATED TO 8E PREPARED AFTER CONSTRUCTION IS COMPLETE: THE CIVIL REQ TO THE APPROVAL OF THE OWNER'S ENG/NEER. OF GRADING SHOWN. OBTAIN NECESSARY PERMITS TO GRADE ELSEWHERE MARCH 01, 2013. g s ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING AS PLANS PHONE NUMBER: 714} 24,--0400 Date: April 20 5 4.A CITY E"NCROACHME"NT PERMIT IS REQUIRED FOR ALL WORK PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE Jab No. 12.387.004 9.OBTAIN PERMISSION TO ENTER UPON ADJOINING PROPERTY IF NECESSARY 15.OWNER SHALL CONTRACT WITH A CERTIFIED SOILS ENGINEER FOR 23.IN THE EVENT THAT DURING GRADING, CONSTRUCTION OR DONE WITHIN THE RIGHT-OF�--WAY AND SHALL BE THE RESPONSIBILITY TO GRADE PRIOR TO CONSTRUCTION. THE CITY ENGINEER DOES NOT INSPECTION AND COMPACTION TESTING DURING ROUGH AND 20.PROVIDE EROSION CONTROL PLANTING FOR ALL FRESH CUT AND DE'VE'LOPME'NT OF THE PROJECT AN ARCHAEOLOGICAL RESOURCES File Name: OF THE CONTRACTOR TO OBTAIN. AUTHORIZE ENTRY PER THESE APPROVED PLANS. FINISH GRADING OPERATIONS. FILL .SLOPES AND ON ALL DISTURBED SURFACES OTHER THAN ARE UNCOVERED, ALL WORK SHALL BE HALTED UNTIL THE CITY AS BUIl.T\C4-GP.dwg 5.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PLACEMENT OF PAVED OR GRAVEL SURFACES. PERMANENT VEGETATION SHALL HAS REVIEWED THE RESOURCES FOR THEIR SIGNIFICANCE. IF 10.ANY DEVIATION FROM THESE PLANS WITHOUT PRIOR APPROVAL FROM 16 MATERIAL TO BE USED AS BACK FILL OR EMBANKMENT SHALL BE ESTABLISHED PRIOR TO FINAL INSPECTION. HUMAN BURIALS ARE ENCOUNTERED, THE COUNTY CORONER Scale: SAFETY DEVICES SUCH AS FENCING, BARRICADES', SAFETY TAPE, ETC., THE DESIGN ENGINEER SHALL BE AT THE CONTRACTORS OWN RISK BE APPROVED BY THE SOILS ENGINEER AND BE FREE OF 1 = 20 AND SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS (781--4513> SHALL BE CONTACTED IMMEDIATELY. THE APPLICANT AND EXPENSE. OBJECTIONAL MATERIAL SUCH AS TREES, ROOTS LOGS 21.A SOIL OR CIVIL ENGINEER SHALL DETERMINE GRADING PERFORMED DIAL TOLL FREE THE CITY AND lTS OFFICIALS, THE ENGINEER AND THE OWNER STUMPS' MAY BE REQUIRED TOPROVIDE ARCHAEOLOGICAL STUDIES AND/OR OR OTHERWISE DELETERIOUS MATERIAL. THE CONTRACTOR SHALL IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SHALL NOT BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS 11.NO GRADING SHALL OCCUR WITHIN 2 FEET OF THE PROPERTY LINES FOLLOW THE SITE DEVELOPMENT RECOMMENDATIONS AS NOTED IS SUITABLE TO SUPPORT THE INTENDED STRUCTURE: MITIGATION MEASURES. plot Date: 05/11/2015 EXCEPT AS NECESSARY TO IMPROVE EXISTING CONDITIONS ' AT LEAST TWO DAYS IN THE SOILS REPORT AND PER NOTE 15 ABOVE. Sheet BEFORE YOU DIG i UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA } ---- -- -- -- --- --T— -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- - -- -- -- -- -- -- -- ———————— / — v . ! I ! .. .. .. .. E` fl r o a ! ! ! Al 6$$ SOR.3 Q 6'' SDR35 E 8" SDR,15 5 f l � O SS o 1 ____ x ! ! A .„_,--..._ .._._-• 12 X12 X12'° TEE 1g • • j��HDP£ 15 / l 1 .. - - - -� 45Z 6 i ! PGE l ........ ' ' --- • . ...,,,L O I /w TOWER - - - -j f / G JT Lo ! ! / LLJ AVRV < ® . I N ! � \ cep w n0rn { — •c3 F- N �# t� el { 1 4 AT&T 6 P.U.E. 1-20 CA1V o ! :t 00) A4 T P41- 742, 0 o 0 o tEFLO o i x COO CO 11 x t ._ 19) F 0 co a ! V ,( �`A } \ � ! .�•'•.� ~` .;•.,�aa'� '• =x° � •'raog•'•• ••.•.•. '•`,b"°^.;,••.�wfs"'j"=•.zF�, � g�' 1�� � / � t] \ t 3 AC arlk5 / N \ ! j / TF ! a \ ! ! 0 0 t� Q VC SEWER TO GREASE I � f \ ! ! o o �� o INTERCEPTOR IN PARKING LOT ! !-"1 o Y ! ! 0�' '• 4 ��0000� CONSTRUCT s FIRE LINE AND DDCV f..9 � + `ti x 3 WITH FDC PER OFF-SITE PUBLIC �. ! � ' "Y `• ` ;`. ie c� 3 ,3 �� IMPROVEMENT PLANS ! 1 800 4 6 C900 FIRE . . . . . . . . . . . . . . . . . . . . . ---p1�4 15 " CATV -- — GREASE INTERCEPTOR IE 97.13' 6 3 1 i x CONSTRUCT 4" WA1R _ ! _ cs _ G SERVICE PER OFF-517E ID-S TE PC 2,000 L �\�� PUBLIC IMPROVEMENT PLANS CU { { I v 1 I 13 1• 1 E I I i g$ 4� r ®� ! ► I I U I , IV a.. 6PVC SANITARY ! � . .� ® 1 x 4 CONSTRUCT 1-112 IRRIG SEWER LATER&. 2'x2' PL/NG BOX - g IRRIGATION PER 1 SERVICE PER OFF-SITE (NOT IN SERVICE) i 1 \ 10 {E 97.1 LANDSCAPE PLANS PUBLIC IMPROVEMENT PLANS -- + 1-4 SLEEVE .o — _ — oG o� 1-314"& 1-I-PIPE �-- �- `! ! +� SE CE CONDUIT as 0 - - - - - - - PVC 60YEA-- . . . .. r x `•�— ! + \ ,;. F 4"RETAIL FIRE STUB �, 15 LAN SCAPE N CONSTRUCT^48"SSMH •-- E�„I •C7 © PER OFF-SITE PUBLIC --.� W/ s RIM ,88 10 o N AROUN PERM ER , ti �..,� IE 9 .21 2-4 SLEEVES IMPROVEMENT PLANS }� •-� 8 FVC SEWER L= 1�' 2 2 SLEEVES \51� ` IF 9 0 INL ° x .� L7 91 3 OUT ET -- -- ` — \\ `�\, ` " �` ' �G ci gh I x CONSTRUCT 8 PVC SDR 35 L V -� \ \ -� U� W �� 'a° 9 '�' SANITARY SEWER MAIN PER OFF-SITE� Q �— '' + \\ \\ ~\— \g0 L1\�S' o'E`} ,�•�`�' \g 1�y p4�,4 0 g PUBLIC IMPROVEMENT PLANS&\ A1 , �— a, �3 Mi 0 IN, (_p 1 \5 \ g�' g" HDPE . .---- gg• � \ 19 gg• Og V) \� \ \\ 1 � . g6• r�. Q� CONSTRUCT FIRE HYDRANT \ . ... L=x.32 \ `•. , Ira g '1: ASSEMBLY PER OFF SITE \ 1$ 'SS3 '0 g x PUBLIC IMPROVEMENT PLANS PROPOSED � �`s�`,� 9 1-1 SERVICE ONDUIT \ MONUMENT SIGN 2 ® P = 2+60.9 CONTOS UTILITY PLAN SCALE.' 1" = 20' � U •(D �} O - LEGEND AMWC NOTES:REFERENCE 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH ATASCADERO MUTUAL WATER � LOCAL BENCHMARK EXISTING STORM DRAIN — — — — — EXISTING WATER METER ®WM COMPANY (AMWC) STANDARDS AND POLICIES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CONSTRUCT 4"PVC DR 18 C--9134 WATERLINE PER AMWC STANDARDS AND SPECIFICATIONS 12 REMOVE STORM DRAIN GRATE INLET. LATEST ED/770N. � RIGHT-OF=WAY --�----------- PROPOSED STORM DRAIN --..®-•.--..�.•-- EXISTING RRE HYDRANT J CONSTRUCT 4"PVC DR 18 C-900 FIRE LINE PER AMWC STANDARDS AND SPECIFICATIONS. 13 CONSTRUCT 10"HDPE STORM DRAIN PIPE: PROPERTY LINE EXIST. FENCE —x x x— PROPOSED FIRE HYDRANT 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD SPECIFCATIONS, DETAILS AND NOTES AND THE EXIST. ELEC. — E— POWER POLE NOTES AND DETAILS SHOWN ON THESE PLANS, THE AMWC STANDARD SPECIFICATIONS, DETAILS, AND NOTES SHALL CONSTRUCT 6"PVC DR 18 C-900 FIRE LINE PER AMWC STANDARDS AND SPECIFICATIONS. 14 CONSTRUCT 12"HDPE STORM DRAIN PIPE. EXISTING CONTOUR PROPOSED ELEC. GUY WIRE E_ PREVAIL. 4 CONSTRUCT 6"FIRE HYDRANT ASSEMBLY PER AMWC STANDARD DETAIL NO. 220, SHEET D2. 15 CONSTRUCT 18"HDPE STORM DRAIN PIPE. EXIS77NG SPOT ELEVATIONpQ4 EXIST. GAS —G G-- SIGN -�- 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ATAS04DERO MUTUAL WATER COMPANY +� PROPOSED GAS MAILBOX o MB STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. INSTALL END CAP PER AMWC STANDARDS AND SPECIFICATIONS. 16 CONSTRUCT 24"HDPE STORM DRAIN PIPE. NEW SPOT ELEVATION EXfST. WATER —w w— STREET LIGHT 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALL BE IN CONFORMANCE WITH THE PROVISIONS IN TITLE 22 � CONSTRUCT THRUST BLOCK PER AMWC STANDARD DETAIL NO. 231, SHEET D2. � CONSTRUCT 36"HDPE STORM DRAINPIPE PROPOSED RETAINING WALL PROPOSED WA 75? WELL MONUMENT OF THE HEALTH AND SAFETY COOL: EXISTING RETAINING WALL EXIST. SEWER —S _S_ 7REE 7 CONSTRUCT FIRE RISER PER PLUMBING PLAN AND FIRE SPRINKLER PLAN. 18 CONSTRUCT 48" STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD N0. 501. PROPOSED SEWER 5. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORUANCE WITH THE PROVISIONS IN SECTION STREET CENTERLINE --- ---- CANOPY 1 306, UNDERGROUND CONDUIT CONSTRUCTION, OF THE STANDARD.SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CONSTRUCT 8"SDR 35 PVC SANITARY SEWER MAIN PER CITY OF ATASCADERO STANDARDS 19 CONSTRUCT 24" CATCH BASIN WITH DOMED GRATE BY NYLOPLAST OR APPROVED EQUAL. EXISTING CURB FACE _ =- EXIST. CABLE TV -- T�--- ROCK LATEST EDITION. AND SPECIFICATIONS. PROPOSED CABLE TV 7V PROPOSED CURB FACE EXISTING STRIPING4- 6. WATER MAINS AND APPURTENANCES SHALL BE TESTED IN CONFORMANCE WITH THE PROVISIONS IN SECTION � �D CONSTRUCT 24"x36" CURB INLET PER MIDSTATE CONCRETE PRODUCTS OR APPROVED EXIST. TELEPHONE LINE —T T--- 306-1.4, TESTING PIPELINES, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORDS CONSTRUCTION, LATEST CONSTRUCT 4"SDR 35 PVC SANITARY SEWER LATERAL PER CITY OF ATASCADERD STD. 603, EQUAL. EXISTING EDGE OF PAVEMENT -n r--—err---7 ir- DIRECTION OF FLOW -°-—EDITION ALL ALL SERVICES, FIRE HYDRANTS, VALVES, BLOW-OFFS, AIR VACS AND OTHER APPURTENANCES SHALL BE SHEET D2. " PROPOSED EDGE OF PAVEMENT PROPOSED TELEPHONE LINE wV PROPOSE SHALE INSTALLED PRIOR TO PRESSURE TESTING THE WATER MAIN. " CONSTRUCT 10 CLEANOUT PER CITY OF ATASCADERO STANDARD NO. 603 _____-_____- EXISTING WATER VALVE - 1O CONSTRUCT 48 SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STANDARD N0. 606, COVER SHALL BE MARKED "STORM DRAIN': EXISTING PROPOSED WATER VALVEwV EXISTING DROP INLET - y - C CN 7. TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH CITY OF ATASCADERO STANDARDS AND THE SHEET D2. EASEMENT -————--- PROPOSED DROP INLET 2 CONSTRUCT ELECTRICAL TRANSFORMER PER PG&E PACKAGE. EXISTING MANHOLE (SWR & SD) Cn PROVISIONS /N SECTION 306-1.5, TRENCH RESURFACING, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS " SAbYCUT LINE ---- -- — CONSTRUCRON INCLUDING TEMPORARY SURFACING. 11 CONSTRUCT 8 BUILDING SANITARY SEWER CLEANOUT PER CITY OF ATASC4DER0 STD. 605, " PROPOSED A14NHOLE (SWR & SD) ,;, .� ; < SHEET D2, @ CONSTRUCT 8 YARD DRAIN WITH DOMED GRATE. ®0 8. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN CONFORMANCE WITH AMERICAN WATER WORKS U ASSOCIATION STANDARD 0651, DISINFECTING WATER MAINS. NO CONNE077ONS TO EXISTING WATER MAINS WILL BE, PERMITTED UNTIL THE NEW WATER MAIN IS SUCCESSFULLY TESTED AND DISINFECTED. 9. ATASCADERD MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ALL WORK THAT Q ' WILL REQUIRE A DISRUPTION OF WWATER SERVICE: NO DISRUP77ON OF WATER SERVICE WILL BE PERMITTED ON � � co MONDAYS FRIDAYS, WEEKENDS OR HOLIDAYS. LO 4-1 RECORD 10 CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT ALL VERTICAL BENDS, HORIZONTAL BENDS AT CN THE END OF PLUGGED MINS, BEHIND TEES AND BEHIND FIRE HYDRANTS REVISIONS TO THIS.SHEET � RELOCATE STORM DRAIN CN U 11. ATASCADERO MU7U4L AA TER COMPANY SHALL BE`NOTIFIED AT LEAST 24 HOURS PRIOR TO STAR77NG ANY WORK SEWER.• ELECTRIC.° r' B�.F ON THE WATER DISTRIBUTION FACILITIES g INSTALL AT&T& CATV CONDUIT CITY OF ATASCADERO PACIFIC G4S & OMMt1NlCAT/ONS Revisions 6907 EL CAMINO REAL 406 HIGUERA E STREET 12 NQ CHANGES SHALL BE MADE TO THE WATER DISTRIBUTION FACILITIES SHOWN ON THESE PLANS WITHOUT PRIOR RELOCATE WATERLINE ATASCADERO, CA 93422 SAN LUIS Ot' 'S�d4%I AAA , , `>° GRANDE, CA 93420 APPROVAL OF ATASCAL3ERO MUTUAL WATER COMPANY. 805 461-5000 8004 ' - 'D 805 489-2653 NOTE: MOUTION OF T STING ( '� ( `� ( ) 13. NO CONSTRUCTION SHALL BE STARTED ON THE WATER DIS7R/BU77'ON FACILITIES WITHOUT PIANS APPROVED BY ADJUST SSW/TARY SEWER ELEVA77ONS & GRADES D N AND TH TIE IN OF N M TELEPHONE ATASCADERO MUTUAL WATER COMPANY, ATASCADERO MUTUAL WATER COMPANY WILL NOT INSPECT THE WORK " f COORDINATED TO R THIN HOURS. INSTALL 2 GAS LINE „S COMPANY AT&T WITHOUT APPROVED PLANS. CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS AND WITHOUT INSPEC77ON BY , , Li'Crf r wC } L,A> 31 INDUSTRIAL PARKWAY 102 CROSS STREET ATASCADERD MUTUAL WATER MAY NOT BE ACCEPTED. NOP PRECIPITATION 1' I` Drawn -By: .JJE THE !C. ATASCADERO, CA 93422 SANTA MARIA, CA 93455 .SAN LUIS OBISPO, CA ,93401 - (805) 466-2596 805-J49-8650 (805).546-7417 [Checked B JJE 14. ASBESTOS CEMENT (AC) PIPE IS PRESENT IN THE AMWC SYSTEM AND MAY BE ENCOUNTERED BY THE Y: CONTRACTOR. IT SQL BE THE CONTR40OR S SOLE RESPONSIBILITY TO HANDLE; MODIFY, DEMOLISH, REMOVE, HAUL Date: April 2015 AND DISPOSE OF AC PIPE IN CONFORMANCE WITH ALL LOCAL, STATE AND FEDERAL REGULA17ONS INCLUDING ALL REPORTING AND RECORD KEEPING REQUIREMENTS FOR ASBaTOS-CONTAINING MATERIALS. [job No. 12.3S7.004 File Name: WCALBENCEMARK AS BU1E.T\C6-CUP.dwg FOUND 2" BRASS CAP STAMPED L.S 5571 /N MONUMENT WELL LOCATED ON THE Scale: 1 of = 20' CENTERLINE OF EL CAMINO REAL AT THE INTERSECTION OF SAN RAMON ROAD AND EL DAL TOLL FREE CAMINO REAL. Plot Date811 : 05/1 /2015 ELEIYATIDN=97.09' (ADD 720.34 FEET TO LOCAL BENCHMARK FOR NAND 88 ELEVATION) meet AT LEAST TWO DAYS rr \ePc' EIT BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA ;;a i t I i i i E i t i Po r / 1 f--2 ACAN _ -- — 4, o 1ac. t I --- -- �� Z �' 6 3 1 CONSTRUCT 4" WATER 1 / ♦ + , 6 GREASE INTERCEPTOR /E 97.13 i x 0�'�'t• SERVICE PER OFF-SITE �' J a \• I 'ui k1D-S;A7F PO 2,000 ) $. : ,_,_, � ,h � PUBLIC IMPROVEMENT PLANS " / I :♦+ ® . Gg 1 �`� g��� l EX. 6 PVC S4NffARY o o / / ♦ <'� •, 0 CONSTRUCT 1-1/2 IRRIG. SEWER LATERAL. �. g�• NOT IN SERVICE. l I . + 2x2 PtfNG BOX iRRlG4170N PER SERVICE PER OFf SITE \ ) F 1 ! I + \ `� d' ® - - °� - - - - E 97.I - - ter'.�, - _ LANDSCAPE PLANS PUBLIC IMPROVEMENT PLANS 5/� / I \I \`,+ • '� -- - -- -- -- --- -- -- - 1-4"SLEEVE \ _ _ " — — 1-3/4"& f-1"PIPE 1 SE /CE CONDUfT a, � AlPF PVC ;EER • • cv � . • ' ' 4"RETAIL f7RE STUB - - - - - - N - - - - - - - T c' x CONSIRUCT 48"SSMH N `±�'f"� 1 . 15 LAN SCAPE !N � cNn � � oo cy AROUND PERIM R <" 1 PER OfF S1TE PUBLIC RIM .88 lE 9 .2I' 2-4'"SLEEVES , IMPROVEMENT PLANS iE 9 0 INL " x - 8 PVC SEWER L= 1.x' 2 2 SLEEVES. _ �, fE 9 3 OUT ET •� �y`' �G o g• x CONSTRUCT 8 PVC SDR 35 L 0 1' SANITARY SEWER MAIN PER OFF-S17E ; PUBLIC IMPROVEMENT PLANS g6• , . � IN \ ' • 1 o 001 10, 91 cz\ \ ��y• 8" NOPE gg• �� \ 19 gg• Og R tv t� •� V;Q 1 • gip' r ' CONSTRUCT f7RE HYDRA/YT U 32 a y �• a`� ,�� ASSEMBLY PER oFF-SITE t E _.- \ 18 SS3 DPF g x PUBLIC IMPROVEMENT PLANS ` \ PROPOSED 1-1 S RVICE ONDU/T �h ©sem l� • 9 MONUMENT SIGN £ 2 ' 4 x00 W o LANDSCAPE AMIN •� Q_1 (,0 0,4- CQ \ £ OF RUN ►- _ �\ ,� 'I-, ��h 1.5"LANDS'CAR MAIN s •� d- o \ \' 5AROUND PE�/ETER 7 x T •Q 00 \ \ \ A4 *_1 1-5"SECONDARY CONDUIT 3 ` `` f > 1-I'SERVICE CONDUIT i.. - " 2 S 4 \ \ \ \ \ 1 3 PG&E SECONDARY \ x 4"LAND CAPE `p-'•�o \, :1 x 1 \ \ \ \ Ob CDO V) �, ;�:. EYES �o� Co \� \ \ \ \�' \ $�• 18 svG�jti 5' � \ y 0 EX 36" HDPE I aim x \ \ \ 2-5"SECONDARY CONDUIT " A CJ08 • b. } \ \\ 86171E OUTL ''• x �` 1 NEW BUILDING ��LcF I-1"SERVICE COND 1T 3 = , 20'PUBLIC BIKEWAY AND \, \ " 1 / \ � • �o PEDESTRIAN ACCESS EASEMENT \ \ \\ \d=29 56 53 / ;a \ 'jp�� e ; 1 t \ \ R-204 1A "'• �1 \ \\ L=V4.54' \ \ ICV \! x t ® 2"GAS 2" G4S \ \ p ♦� f p \ \ , > �GjV 10' TEL. EASEMENT IV" I 3.75 , \ \ • ' - °� / �--_.. h \ �, EXIST. 8"WATER SruB x - \ L_\ --� l �• \ \ tit, / f " ry -2 POWER h , t " \ �� 4, FOR MONUMENT SIGN U CONSTRUCT 2 WATER �, 18"FROM CURB FACE Gj �\ \ �� n, SERVICE PER 0fF SITE \\\ \ \ e 4 CONS RUCT FIRE HrDRANT ,a . X PUBLIC IMPROVEMENT PLANS z .— \ >-2"SERVICE CONDUIT ASSEMB Y PER OFF=SITE c� Q ,ter . \ \ \ PUBLIC IMP MENT PLANS l \ A4 , 2°= 11 1 ,- �. \\ \ 2- oNDUIT w \ \\ BUIL \ z" LE STUB GJc 4 'TELE NE AT D ALK CT_�_•+ �" HOUSE METER PEDESTAL 6 P.U.E. \ f 1.25"IRR CONTROL POWER 1A � � � � C-0 � \ \ USE PEDESTAL MONUMENT SIGN 1; 1 W Q� \ \ ,.3-5"PG&E SECONDARY i' F-- 0 � 01.5"t ANDSCAPE MAIN \ \ \ 1-40 TELEPHONE �'_ O {f) --E-' AROUND PERIMETER 1-1 1/4 IRRIGATION CONTROLLER " 6 N 0 .2 CONDUIT. EX. 6 PVC SANITARY SEWER LATERAL cn n 0 \� \ 23' 86"BELOW SIDEWALK 0 5'BEHIND SIDEWALK \� \ CON77NUES UNKNOWN DISTANCE X t Q E < `e \;• \ \ (NOT IN SERVICE) 1-4"PG&E PR/M4RY TRANSFORMER PAD .e 1-4" TELEPHONE x \ \ \\ l EX. 4"CONDUIT \ �\ NEW 3'x5' PRIMARY VAULT \\ \\ --Ot n Al1.5"INDSCAPE MAIN `v \ \ A4 AROUND PERIMETER Rco \ \ 111'P.U.E: = ` ` \ \ 1-4"PRIMARY CONDUIT FO Al Li a A~OW AOV% S or r f SCALE. 1" — 201 LEGLND REFERENCE "NOTES, LOCAL BENCHMARK EXISTING STORM DRAIN -- - — EXISTING WATER METER M SVM CONSTRUCT 4"PVC DR 18 C-900 Wi4TERLINE PER AMWC STANDARDS AND SPECIFICATIONS: 12 REMOVE STORM DRAIN GRATE INLET. .. .. .. RIGHT-Of-WAY ---•4-----_-- -- PROPOSED STORM DRAIN EXISTING FIRE HYDRANT CONSTRUCT 4"PVC DR 18 C-900 FIRE LINE PER AMWC STANDARDS AND SPECIFICATIONS 13 CONSTRUCT 10"HDPE STORM DRAIN PIPE: EXIST FENCE ^X X PROPOSED FIRE HYDRANT DRAWINGS: " PROPERTY LINE EXIST. ELEC. --- E-- POWER POLE REVISIONS TO THIS SHEET CONSTRUCT 6"PVC DR 18 C-900 FIRE LINE PER AMWC STANDARDS AND SPECIFICATIONS 14 CONSTRUCT 12 HDPE STORM DRAIN PIPE. EXISTING CONTOUR � - PROPOSED ELEC GUY WIRE E---- INSTALL LANDSCAPE MAIN 6YATERLINE AROUND PERIMETER 4 CONSTRUCT 6"FIRE HYDRANT ASSEMBLY PER AMWO STANDARD DETAIL N0. 220, SHEET 02. 15 CONSTRUCT 18"HDPE STORM DRAIN PIPE. EXISTING SPOT ELEVATION �p�a EX/ST> GAS --G G-- SIGN -z�- ' PROPOSED GAS MAILBOX ❑ MB RELOCATE HOUSE PEDESTAL Bc IRRIGATION CONTROLLER 5 INSTALL END CAP PER AMC STANDARDS AND SPECIFICATIONS 16 CONSTRUCT 24"HDPE STORM DRAIN PIPE: C� NEW SPOT ELEVATION � EXIST. WATER --� �— STREET LIGHT RELOCATE PRIMARY VAULT � " CONSTRUCT THRUST BLOCK PER "WC STANDARD DETAIL NO 231, SHEET D2. ,:'j CONSTRUCT 36 HDPE STORM DRAIN PIPE. PROPOSED RETAINING WALL PROPOSED WATER WELL MONUMENT EX/STING RETAINING WALL EX/ST SEVER _S_ _S_ TREE 0 c•} Q ® RELt70,4TE/INSTALL PG&E SERVICE CONDUIT ? CONSTRUCT FIRE RISER PER PLUMBING PLAN AND FIRE SPRINKLER PLAN. 18 CONSTRUCT 48" STORM DRAIN MANHOLE PER CITY OF ATASCADERO STANDARD N0. 50I. PROPOSED SEWER C� j STREET CENTERLINE - -- -— CANOPY • 7D �.. CONSTRUCT 8"SDR 35 PVC SANITARY SEWER MAIN PER CITY OF ATASC4DER0 STANDARDS 19 CONSTRUCT 24" CATCH BASIN WITH DOMED GRATE BY NYLOPLAST OR APPROVED EQUAL. ------- EXIST. CABLE N TV —IV— EXISTING � a;.. AND SPECIFICATIONS EXISTING CURB FACE -------- ROCK PROPOSED CABLE N TV " " PROPOSED CURB FACE EXISTING STRIPING .•,.w._Nw_. ..w.w _ 0 CONSTRUCT 24 x36 CURB INLET PER MIDSTATE CONCRETE PRODUCTS OR APPROVED ` —T T— 0 a 9 CONSTRUCT 4"SDR 35 PVC SANITARY SEWER LATERAL PER CITY OF ATASCADERO STD. 603, EXIST. TELEPHONE LINE C] EQUAL. EXISTING EDGE OF PAVEMENT r--- ----t f� DIRECTION OF FLOW -°°�---- -�---- -� MT APPROVED U3 PROPOSED EDGE OF PAVEMENT wv PROPOSED SWALE -�----- ---�--- - .-- SHEET D2 PROPOSED TELEPHONE LINE T U CONSTRUCT 10 CLEANOUT PER C17Y OF ATASCADERO STANDARD NO 605. EXISTING WATER VALVE � (D �-- 14 CONSTRUCT 48SANITARY SEWER MANHOLE PER 017Y OF ATASCADERO STANDARD NO 606, COVER SHALL BE MARKED "STORM DRAlN� EXISTING ------------- PROPOSED EATER VALDE wv EXISTING DROP INLET = y = til SHEET D2 __ __ ._�_ " CONSTRUCT ELECTRICAL TRANSFORMER PER PG&E PAGYAGE. EASEMENT __ _. _._ EX/STING MANHOLE(SWR & SD) Q PROPOSED DROP INCE'? ['i.. t f CONSTRUCT 8 BUILDING SANITARY SEWER CLEANOUT PER CITY OF ATASCADERO STD. 605, 59WCU7'UNE PROPOSED MANHOLE (SWR & SD) Q SHEET D2. U CSI c) Revisions Drawn By: JJE — Checked By JJE "LMAL BLNC1fMAM* LTMrIY COW,, ANIES: Date: April 201 s DEMOLITION OF THE ExanNG sToRm FOUND 2" BRASS CAP STAMPED L.S. 5571 1N MONU�l�/ENT WELL LOCATED ON 17.1E SEWER.' ELECTRIC.' CABLE DRAIN AND THE IN OF THE NEW MUST BE CENTERLINE OF EL CAMINO REAL AT THE INTERSEC77ON OF SAN RAMON ROAD AND EL C17Y OF ATAS04DERO PACIFIC G4S & ELECTRIC CHARTER COMMUNICATIONS Job No. 12.387.004 COORDINATED TO OCCUR WffH1N 48 HOURS. CAMINO REAL. 6907 EL C4MINO REAL 406 HIGUERA STREET 129 BRIDGE STREET PRECIPITATION140 Y F F File Name: ATASCADERO, C4 93422 SAN LUIS OBISPO, C4 93401 ARROYO GRANDE, CA 93420 r ELEiYATION=9709' ADD 720.34 FEET TO LOCAL BENCHMARK FOR NASD 88 ELEVATION) (805) 461-5000 (800) 743-5000 (805) 489-2653 AS euLT\es-cu .dwg WATEI?- CAS_ TELEPHONE Scale: 1 99 w 201 ATASCADERO MUTUAL WATER CO. THE 64S COMPANY AT&T DIAL TOLL FREE 5005 EL CAMINO RFAL 3138 INDUSTRIAL PARKWAY 102 CROSS STREET ATASCADERO, 04 93422 SANTA MARIA, CA 93455 SAN LUIS OBISPO, CA 93401 Plot Date, 05/11/ 915 } 811 i (805) 466-2596 Soy-349-86501 (805) 546-7417 lamm AM AT .EAST TWO MAYS sheet BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF NORTfiERN CAUFQ NIA i ti i a t EROSION CONTROL GENERAL NOTES DUST CONTROL NOTES 1. EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL STOCKPILES, AND TRACKING 4. WET WEATHER EROSION CONTROL MEASURES DEVICES SHALL BE AVA/IABLE, INSTALLED 8. PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 90�' COVERAGE 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL C, AFTER COMPLETION OF THE CLEARING, GRADING OR SYC OVATION PHASE, THE ENTIRE AREA H. ANY TEMPOR4RY STOCKPILES OF EARTH OR DEBRIS SHALL BE APPROVED BY THE CITY AND SHALL BE IMPLEMENTED ON ALL PROJECTS AT ALL TIMES AND SHALL INCLUDE SOURCE / ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL AND/OR APPLIED BETWEEN OCTOBER 15 AND APRIL )5 OR ANYTIME WHEN THE RAIN EROSION CONTROL DEi/ICES AS SPECIFIED BY THE ENGINEER OF WORK OR THE REGULATING OF DISTURBED SQ/LS SHACC BE TREATED IMMEDIATELY BY WATERING TO PREVENT WIND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. CONTROL, INCLUDING PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION OF PROBABILITY EXCEEDS 50Z INSPECTION PERMANENT EROSION CONTROL SHALL BE FULLY ESTABLISHED PRIOR TO.FN4L AGENCY UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS COMPLETED BY THE GOVERNING PICK-UP OF THE SOIL. THIS MAY BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS- � `" C-0 ALL DISTURBED AREAS, PROTECTION OF ACCESSES, AND PERIMETER CONTAINMENT MEASURES. ACCEPTANCE. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN /N PLACE UNTIL JURISDICTION. THESE DEVICES SHALL BE IN PLACE QR BE READY TO PLACE FROM OCTOBER 15, 1. THE SEEDING AND OR WATERING OF THE SITE UNTIL SUCH TIME AS THE GROUND COVER I THE CONTRACTOR SHALL BE RESPONSIBLE FOR HYDROSEEDING ALC DISTURBED SURFACES �- EROSION CONTROL SHALL BE PLACED PRIOR TO THE COMMENCEMENT OF GRADING AND SITE 5. THE CONTRACTOR DEVELOPER AND ENGINEER OF WORK SHALL BE RESPONSIBLE TO REVIEW PERMANENT MEASURES ARE ESTABLISHED. TO APRIL 15. IN THE EVENT THAT THE DEVICES ARE NOT PERMANENTLY 1N PLACE THEY SHALL , OTHER THAN PAVED OR GRAVEL SURFACES PRIOR TO FINAL INSPECTION HAS TAKEN ROOT. � o� �y DISTURBANCE AC7/V/77ES UNLESS THE PUBLIC WORKS DEPARTMENT DETERMINES TEMPORARY THE PROJECT SITE PRIOR TO OCTOBER 15 (RAINY SEASON) AND TO COORDINATE AN BE PLACED WHEN THE FORECAST FOR RAIN EXCEEDS 5OX AN EMERGENCY CREW SHALL BE 2. THE SPREADING OF SOIL BINDERS. MEASURES TO BE UNNECESSARY BASED UPON LOCATION, SITE CHARACTERISTICS OR TIME OF IMPCEMENTAT/ON PLAN FOR WET WEATHER EROSION CONTROL DEVICES. A LOCALLY BASED 9. THE COUNTY AIR POLLUTION DISTRICT (APCO) MAY HAVE ADDITIONAL PROJECT SPECIFIC AVAILABLE 24 HOURS A DAY IN THE EVENT AN EROSION CONTROL PROBLEM SHOULD OCCUR. A 3. THE WETTING DOWN OF THE AREA iN SUCH A MANNER AS TO CREATE A CRUST ON THE J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONRRMING THE GROUND ELEVATIONS AND YEAR. THE INTENT OF EROSION CONTROL MEASURES SHALE BE TO KEEP ALL GENERATED STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL 17ME�' DURING THE RAINY EROSION CONTROL REQUIREMENTS: THE CONTRACTOR, DEVELOPER, AND ENGINEER OF WORK RESPONSIBLE PERSON AND THEIR PHONE NUMBER iS.• SURFACE AND THE REPEATED SOAKING OF THE AREA, AS NECESSARY, TO MAINTAIN THE CRUST OVERALL TOPOGRAPHY OF THE SITE PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR ''�1S1� SEDIMENTS FROM ENTERING A SWAG DRAINAGE WAY, WATERCOURSE, ATMOSPHERE, OR MIGRATE SHALL BE RESPONSIBLE FOR MAINTAINING SELF-REGULATION OF THESE REQUIREMENTS. SHALL NOTIFY GA RING TAYLOR & ASSOCIATES IMMEDIA TEL Y AND IN WRITING, OF ANY 3� ONTO ADJACENT PROPERTIES OR ONTO THE PUBLIC RIGHT-OF-WAY. SEASON (OCTOBER 15 THROUGH APRIL 15� NECESSARY MATERIALS SHALL BE A1/AILABCE AND AND PREVENT SOIL BLOW/NG. STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OR MAINTENANCE NAME SAJAN HANSJI DIFFERENCES IN TOPOGRAPHY FROM THAT SHOWN ON THIS PLAN AND OVERALL TOPOGRAPHY OF TEMPORARY DEVICES WHEN RAIN /S IMMINENT. 10. ALL PROJECTS INVOLVING SITE DISTURBANCE OF ONE ACRE OR GREATER SHALL COMPLY PHONE 949-769-3920 D. DURING THE CONSTRUCTION PHASE OF THE PROJECT, WATER TRUCKS OR SPRINKLER OF THE SITE PRIOR TO THE START OF CONSTRUCTION WHICH MAY REQUIRE CHANGES IN 2. SITE INSPECONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROL WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM SYSTEMS SHALL BE USED TO KEEP ALL AREAS OF VEHICULAR MOVEMENT DAMP ENOUGH TO DESIGN AND/OR AFFECT THE EARTHWORK QUANTITIES. MEASURES/DEVICES SHALL BE CONDUCTED AND DOCUMENTED AT ALL TIMES DURING 6. 1N THE EVENT OFA FAILURE THE DEVELOPER AND DR H!S REPRESENTATJi/E SHALL BE (NPOES). THE DEVELOPER SHALL SUBMIT A NOTICE OF INTENT (N01) TO COMPLY WITH THE 2. THE CONTRACTOR SHALL PROVIDE DUST CONTROL DURING ALL PHASES OF THE WORK. PREVENT DUST RAISED FROM LEAVING THE S17F AS A MINIMUM, THIS WILL INCLUDE THE -� CONSTRUCTION AND ESPECIALL,Y PRIOR TO, DURING, AND AFTER RA/N EVENTS. RESPONSIBLE FOR CLEANUP AND ALL ASSOCIATED COSTS DR DAMAGE. /N THE EVENT THAT GENERAL PERMIT FOR CONSTRUCTION ACTIVITY WITH THE REGIONAL WATER QUALITY CONTROL WETTING DOWN OF SUCH AREAS IN THE LATE MORNING HOURS AND AT THE CLOSE OF EACH K. EARTHWORK QUANTITIES WILL BE CALCULATED FROM EXISTING GROUND, BASED ON THE 0 DAMAGE OCCURS WITHIN THE RIGHT-OF-WAY AND THE C17Y JS REWIRED TO PERFORM BOARD (RWQCB) THE DEVELOPER SHALL PROWDE THE CITY WITH THE WASTE DISCHARGE J. THE GRADING PERMIT HOLDER AND THE OWNER SHALL COMPLY WITH DUST CONTROL DAYS ACTIVITIES. INCREASED WATERING WILL BE WHENEVER THE WIND SPEED EXCEEDS 15 TOPOGRAPHY SHOWN, TO FINISH GRADE BY THE CONTRACTOR. THE ACTUAL AMOUNT OF EARTH 3. THE DEVELOPER°SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL CLEANUP, THE OWNER H RESPONSIBLE F ! REIMBURSEMENTQ F !A /DENTIF/CATJON NUMBER WD/D OR WITH 1/ERIFICAT/ON THAT AN EXEMPT/4N HAS BEEN MEASURES REQUIRED BY THE REGULATING AGENCY. THE STANDARD DUST CONTROL MEASURES MILES PER HOUR. MOVED WILL VARY DEPENDING ON COMPACTION, CONSOLIDATION, STRIPPING AND THE EROS/ON CONTROL MEASURESfDEVICES AS SPEC/PIED BY THE APPROVED PLAN UNTIL SUCH LEA E 0 E SHALL BE OR C TY 0 ALL ASSOC TED ( ) INCLUDE BUT MAY NOT BE LIMITED T0.• CONTRACTORS METHOD OF PREPARATION. TIME THAT THE PROJECT SACCEPTED AS COMPLETE BY THE PUBLIC WORKS DEPARTMENT OR COSTS OR DAMAGE. GRANTED BY RWOCB. WDID NO.. X XXXXXXXXX. PERSON TO CONTACT 24 HOURS A DAY IN THE EVENT THERE IS AN EROSION CONTROL/SEDIMENTATION PROBLEM (STORM WATER COMPLIANCE E. THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TO MONITOR THE UNTIL RELEASED FROM THE CONDITIONS OF APPROVAL OF THEIR GENERAL PERMIT. EROSION A, DUST CONTROL MEASURES CAPABLE OF PREVENTING THE MIGRATION OF DIRT AND DUST DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERING AS NECESSARY TO PREVENT C. THE CONTRACTOR SHALL CALCULATE THE EARTHWORK QUANTITIES TO THEIR SATISFACTION CONTROL MEASURES/DE�/ICES MAY BE RELOCATED, DELETED OR ADDITIONAL MEASURES/DEVICES 7 /N THE EVENT OF FA/CURE A LACK OF PERFORMANCE BY THE OWNER ANDOFFICER). OFF=-SITE IN A MANNER ACCEPTABLE TO THE REGULATING AGENCY SHALL BE IMPLEMENTED AND THE TRANSPORT OF DUST OFF-SITE. THIS PERSONS DUTY SHALL INCLUDE HOLIDAY AND PRIOR TO THE START OF CONSTRUCTION, INCLUDING AN ALLOWANCE FOR SHRINKAGE, TRENCH MAY BE REQUIRED DEPENDING ON THE ACTUAL CONDITIONS ENCOUNTERED DURING CONTRACTOR TO CORRECT EROSIOONN CONTROL RELATED PROBLEMS THE PUBLIC WORKS LACK MAINTAINED DURING ALL CONSTRUCTION, EARTH MOVING AND GRADING PHASES OF THE WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. SPOILS, STRIPPING, PRE-COMPACTION AND CONSOLIDATION NO AOD1T10NAL COMPENSATION WILL CONSTRUCTION. ADDITIONAL EROS/DN CONTROL MEASURES DEVICES SHALL BE PLACED AT THE DEPARTMENT MAY REVOKE ALL ACTIVE PERMITS AND RECOMMEND THAT CODE ENFORCEMENT NAME SA 49 HANSJ/ PROJECT. FAILURE TO DO SQ WILL RESULT IN A "STOP WORK"NOTICE WHICH WILL NOT BE BE MADE FOR ANY ADDITIONAL EXPORT OR IMPORT THAT MAY BE REQUIRED. LO / PROVIDE A WRITTEN NOTICE OR STOP WORK ORDER !N ACCORDANCE WITH LOCAL LAND USE PHONE: 949-769-3920 '� LO DISCRETION OF THE ENGINEER OF WORK, COUNTY INSPECTOR, SWPPP MONITOR, OR RWQCB ORDINANCE. RELEASED UNTIL SUCH TIME AS AN ADEQUATE PROGRAM IS IMPLEMENTED F. ALL EARTH MOWNG VEHICLES, HAULING TO AND FROM THE SITE, SHALL BE COVERED WITH A INSPECTOR. GUIDELINES FOR DETERMINING APPROPRIATE EROSION CONTROL DEVICES SHALL BE TARPP, M. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNMENT ORDINANCES AND REGULATIONS INCLUDED IN THE PLANS W/TH ADDITIONAL MEASURESIOE�/ICES NOTED FROM THE APPENDIX OF 8, DURING THE CLEARING, EARTH MOVING AND GRADING PHASES OF THE PROJECT WATER RELATING TO THE WORK SHOWN ON THIS PLAN THE PUBLIC IMPROVEMENT STANDARDS. TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED IN SUFFICIENT OUANTITIES TO PREVENT DUST G THE REQUIRED DUST CONTROL BOND WILL NOT BE RELEASED UNTIL THE SITE GRADING HAS 1441 b FROM LEAVING THE SITE. IN ADDITION, THE ENTIRE AREA OF DISTURBED SOILS SHALL BE WET BEEN SEEDED OR A SOIL BINDER APPLIED TO THE SATISFACTION OF THE CITY. DOWN DURING THE EARLY MORNING HOURS AND AT THE END OF EACH DAY IN SUCH A MANNER AS TO CREATE A CRUST v IMOEM r ��- V U NS-8 VEHICLE AND EQUIPMENT CLEANING f ,� W ai N LOCAL BENCHMARK VEHICLE AND EQUIPMENT FUELING RIGHT-OF-WAY NS-10 VEHICLE AND EQUIPMENT MAINTENANCE W�1-1 MATERIAL DELIVERY AND STORAGNIXON 0 co E r t r r 1 —Y—"- x ' 'h N 0PROPERTY LINE SPILL PREVENTION AND CONTROL , Xr ` x x x x x x o a EXISTING CONTOUR WM`5 SOLID WASTE MANAGEMENT 'a© i \ tet-Q 0 WM--6 00 HAZARDOUS WASTE MANAGEMENT } r 1 I AREA OF DISTURBANCE 00 WM-8 CONCRETE WASTE MANAGEMENT — EXISTING SPOT ELEVATION 0 ` s ! { t y � 2`� WM-9 SANITARY/SEPTIC WASTE MANAGEMENT � r J 1 s + � 1 � � --� \� _ _ _ 04) I (�01(;7-�-/ SS PROPOSED RETAINING WALL , t s \ ' __ - -J .r t ..ai / r' T i f II r —� x-0 x x x x �— — - O { I i /w -- — t 2" arm EXISTING RETAINING WALL , Pow�R t / x x x x x x x x _ s " ——-- _ i (o — 2, STREET CENTERLINE - - -- - — s s s r - _ e COO EXISTING CURB FACE — --- / 3 • .. , � „�--- JT PROPOSED CURB FACE 11� , I .... co PROPOSED SWALE --_ EXISTING EDGE OF PAVEMENT ------------- r � 1 r � I t � �, - Aviv c CIA PROPOSED EDGE OF PAVEMENT 1 sf ` ' EXISTING r EASEMENT --__ --__ _-- _--- EX/ST. FENCE x X EXISTING STORM DRAIN X r 1 — -71' NEW STORM DRAIN _..._...�.._.._...e,.........._....�..... , sl 1 rr x oI CONSTRUCTI011J STAGING AREA .� 5 DIRECTION OF FLOW -.•.•-- -•�--- • II tt x 1 i I! k o - .. � ' f I �� SILT FENCE FIBER ROLLS t ' t X s r s x -- g - - 1 00 t � SANDfGRAVEL BAG BARRIER •• •• ••!•• •• ..,•• sl o g / 1 , 1 � STORM DRAIN INLET PROTECTION s \ s r ss x ❑ ❑\ t r s! t NS-9 Wi4!-5 I i Z STABILIZED CONSTRUCTION ENTRANCE t x 1{ 1 s k NS-10 WM-6 ► ,� AREA OF DISTURBANCE s x` SAMPLING LOCATIONS �o BACKGROUND SAMPLING NUMBER BS I t 1 /1 100 1 , u S^r SAMPUIVG LOCATION#1 t o 6 z L ' _8 J I 11 1 U 0 t GENERAL NOwl L:d S AREA OF DISTURBANCE- 233,000 S.F= 5.34 AC. ,t ` _ - _ t / 1 � ., � � p + } + --,► -----•..- —�.. --".. \\ � jp 1 0 cr LLJC) REFERENCE NO III:& \, E < STOCKPILE I � �- .� i- t \ CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL A, SHEET C9 AND CASQA 70-1. k 2 CONSTRUCT SILT FENCE PER DETAIL B SHEET C9 AND CASA SE-1. ' \\ ° \ Z 19 3 INSTALL STORM DRAIN INLET PROTECTION PER DETAIL C, SHEET C9 AND CASQA SE-10. ,\ ��\ , ! \ ® � V) INSTALL SANDBAG BARRIER PER DETAIL D, SHEET C9 AND CASQA SE-8 ry 11 w \ INSTALL FIBER ROLLS PER DETAIL E, SHEET C9 AND CASQA SE-5. to� t♦ ° \, i N i _ \ MPL ° PAID = 101.00 CONSTRUCT CONCRETE WASHOUT FACILITY PER DETAIL F, SHEET C9 AND CASQA WM 8. LOAN ♦ ° \ ( ,� I ♦ FF 10 1.50 ♦ \ ` ` °♦ CONEPTUAL BLDG ♦ \ �\ ♦ ENVELOPE NIC. ` N, ♦ , 1 RECORD DRAWINGS REVISIONS TO THIS SHEET1 A \\®® \ + NO REVISIONS ON THIS SHEET 3 ��.. .._._... .. .. .._.._. ' ' . ... _._ ..__.. —. __ — _ _ ,� s a_ z N. �.. �$ n n�e �.�........ � \ ♦ AQP � � ee y i .y � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ LOCAL BENCEMARI e \ AREA OF DISTURBANCE \ ! 00 FOUND 2 BRASS CAP STAMPED L.S. 5,571 IN MONUMENT WELL LOCATED ON THE CENTERLINE OF EL CAMINO REAL AT THE INTERSECTION OF SAN RAMON ROAD AND ELb I t } # t CAMINO REAL. \ PAD = 101.0060 ELEVATION=97.09' (ALD 720.34 FEET TO LOCAL BENCHMARK FOR NAVD BB ELEVATION) . FF-- 10 1.50 CONEPTUAL BLDG ENVELOPE NIC. ! 1 1 t U +f N ---j a 1 cr e` N, 1-- # I t 0 —3"— Q i (}+ C11 .. 9 — \ \ FO r LO 97. 96 — _ LOCAL B CHMARK C'� Cf) — 2 t ELEVATION 09' C 0) C? loo- 72 Revisions 0 JJE Checked By: JJE __- 31 O Acte: April 2015 1 ._-- — ._-- -- ._– -- �* , a.-= , „u .._ .,::.•. \ Job No. 12.387.004 File dome: AS BUILT c8-ECP.dw 4�, a Scale: 1" r 30' DIAL TOLL FREEEROS"ION ANDS'ED .NTATION %'(��ONMOL PLAN 8 _ Peat Date: 05/11/2015 SCALE. I -- 3D Sheet AT LEAST TWO DAYS BEFORE YOU DIG ALP ft; UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA 38 0 0 EXTRA STRENGTH d- FABRIC NEEDED WITHOUT FILTER MESHH SUPPORT 'w W N CL STEEL OR WOOD POST -- AIL t 00 FL{3W A mo MCIEREOMIM WWI GRAM 2% 2'T6 OR GREAT IiL � � � �t � 0 00 GRAVEL FILTER AREA DRAINAGE INLET a � $� tU �t I�Q (APPROXIMATELY g d ROADWAY 4,. . EXISTING PAVED fl °°`� ' U DO � NOTES: f / !Q MAX FACING # 3141NCH DIA) VVIRE SUPPORT FENCE =1 – 1.THE ENTRANCE SHALL BE MAINTAINED INA MAXPLACED 70 TOP � .. FILTER FABRIC TION THAT WILL TRACKING OR ih URE SU ®F CO �mmiimoilll lip FL®WqNG OF SEDIMENT ONTO PUBLIC RIGHTS- -. BLOCKS v SECT A NAY.TMS,MAY REQUIRE TOP DRESSING, : . SULLY WATER TO WASH REPAIR ANDIOR OF ANY MEASURES WHEELS IF NECESSARY. USED TO TRAP SEDIMENT. PONDING HT. PONDING HT. dd a CONCRETEBL 2.WHEN NECESSARY,WHEELS SHALL BE CLEANED PLACED AROUND swam PRIOR TO ENTRANCE ONTO PU13LIC RIGHT-OF-WAY. STEEL OR FILTER FABRIC PLACED AROUND e 3.WHEN WASHING IS REQUIRED,,IT SHALL BE DONE WOOD POST HIGH MAX AT A H SECURELY CRETE BLOCK : . � •. ON AN AREA STABILIZED CRUSHED STONE —\ STREAM PERIMETER � OF . ..�. .. : . .. .. :.. . .. . . .- . •. . THAT DRAINS INTO AN APPROVED SEDIMENT TRAP ' OR SEDIMENT BASIN. RURUNOFF09 ir MAX (RECOMMENDED) � Via.. :n °oc� � a° a° STORAGE HT'. • �� ` ®:.�`;�: Q �• Q` Q•Sfl 4ad¢°a af 'E3 �u4 �e� d �o �o A OV6 0, s ` • s� s `' �., •b'a`ba' ggr� ' ' 8a�a 'dfff �g g�• �`� �o$ a'� ' g 8 a /� s • • 4QSQ _ �eG MEN. s•e s+• 20 IN. • , 40.A�6 t «Virf�a7 WIRE EN � A 2'-3`COURSE +'� A a °° o �} s Q AGGREGATE "'� , • STACKED 2 RIGH TO PREVENT © MIN.6"THICKQ°�'UQ,,'© WITH4WTRENCCOMPACTED GRAVEL ENT OF W � `$ °a , GRAVEL SAC > BACKFILL Q'O• o CoQ t/y} �oQ4o. �yo}� O �'�oQo Q .oOQQo • {�Q°DOQo• ,� ()o !�''''�jj _T O O •Q 13b0 V O• O O G� lJ •W\}( RUE�JI z STANDARD DETAIL. ALTERNATE DETAIL � (� DIVERSION RIME TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL I I I I11 {f I I 1 11=1 111=1 11 I_1 I-!III L.}J NOTE. I(I II 14.. Rte' Jill L.L.I oneIIII FILTERED:. ° IIII 1163IOMSEDROWSHMLBE-----TommmlmTWLL NOT E SEDPAENT WATER FPLAN G�I�ANDCAN BE PE��rn.YST� . H l!ll :°� d a SILT FENCE SHALL BE PLACED ON SWRE CONI OURS TG Iua)MOZE PONOM IDY. __j SECTION "AW I--- LJ cv ('A__'N� GRAVEL coNsmuanON ENTRANCE & EXJT DETAIL SILT FENCE DETAIL C STORM DRAIN INLET PR 10N < 0 SCALE: NTS SCAM WS _ WAM O 01 0 Z � w 0 NOTES: O U 1. Actual layout determined in field. .L 4 2. The concrete washout sign shall be installed 0 (D within 30 ft. of the temporary concrete 0 0 washout facility. �--- , 0 Q -+-J U /3fi t! Staples Plastic liner .� C 0 Z � (1.2m) (2 per bale) W0 -+-a► plywood 0 E < Wood or metal + + 4'-0" x 2'-0" \\ \ stakes (2 per bale) painted white CONCRETE w FIBER ROLLS MUST BE PLACED /\\ \ Straw bales I Black letters /i bales h _ALONG SLOPE CONTOURS \ (2 blhigh Max)) ASH fi height i� ADJACENT ROLLS SHALL � {J) SANDBAGSIGRAVEL BAGS(TYP.) j TIGHTLY ABUT + + Lan screws 2 BAGS MIN. / Original ground ,) Q —Wood po t OVERLAPPING LEVELS o e— =t = Gravel–filled Q 19-2V(3-8m) ` SECTION C—C � � � � Cn basin corners TYPICAL TYPICAL, \ \� O 0:0-1SECTION IMEYATIONp \\ / 14'-9" Min Lj SPACING DS % \\ CONCRETE SIA S H OU T =� / o C3 0 a a ON SOIL AND a rs r3 c► v ~ U �, �, SL STEEPN �`\!\,f\ straw bales S�G N DETAIL Q) 0 SEDIMENT,ORGANIC MATTER, au O /� AND NA SEEDS ARE V) ci • 2 �'� .. 1 U IND THE R „ Wood or metal stakes C3 C3 so-1100 DIAL G C ao 16 Guage Steel wire \/ Q Q C3 Wedge loose \�\\ n bales between STAPLE DETAIL 1"X 1%STAKE .... .. —Gravel–filled Min bags in corners rs Q v ca cs cs a cs v a Original ground NOM 1.FIM ROLL NOTALLATION REQUIM THE PLACSIMAND ATREWK ) TYPICAL SECTION UNMORAROUIWROLL PLAN FACILITY EARTHEN BERM TEMPORARY CONCRETE WASHOUT FA I C L (On Grade) Co! FIBERI.L. 4-a is SCAM 8 CA • V I -� +-' j .C3 Co U U _ ® OWb U) v ®� -+-1 M �.. W N U) -- C-1 U Revisions Drawn By: JJE IChecked By: JJE FXCORD ® Date: April 2015 ;i REU151®NS TO T f/S SHEET N0'REB✓ISt©NS ahl`THIS SHEET Jc�b Na. 12,387.004 File dame: }},k � AS B UILT\C9—ECP Deta ls.dwg Scale: 1" -- 20' DIAL TOLL FREE Plot Date: 05/11/2015 811 Sheet Aft AT LEAST TWO DAYSas BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF NWIERN CALIFORNIA 1 t SLOPE NOT TO EXCEED 1:20 AND CROSS-SLOPE NOT TO EXCEED //4" PER FOOT, t BROOM FINISH o� 4" CONC. SIDEWALK FINISHED R=0.25" �� `' o P.FMRD DRAVMGS: GRADE 29 MAX °' •yam, z ,`�v RE14SIDNS TO THIS SHEET O.�d� C� ARO REVISIONS ON THIS SHEET Curb Height Varies, 4' min. 6" A a R SOILS 5.5 6"' Flowline AT BASE PER EDGES AS ,8" REPORT 4" v SHOWN s:s .2% Slope -�- 4 COMPACTION PER SOILS REPORT4" Class 3 0 o , RECOMMENDATIONS (TYP) . o aa Aggregate Bose SECTION TYPICAL SIDEWALK DETAIL AT CENTRAL RAMP 4' 11Central 4' I' Exp. Joint Ramp, Exp. Joint : 6" 1 112" 7.5" BACK OF CURB OPTIONS PER PLAN. R= 1/4" J4 BAR BENT A T 24" O.C. AND N Vol N N N N �� R= 314" EXTENDED 6" INTO NEW SIDEWALK o 1. PROVIDE 2 D OP 0 FINISHED 2.% 00000000000000 " (WHERE OCCURS PER PLAN) R=a 25" 4 CONC. SIDEWALK 5% 5% 5% � cv ---+- 4-18" LONG AT max. ��,��2���°°° 8.33 max. max. max. d GRADE LANDSCAPING, 0R- 29' MAX 8.33% max. 00000 0 00000 ABUT T N ' D NEW CURB (TYPE PER PLAN) - 6.fi7% min. 000Qmax.0000 fi.67% min. �,----© 00000000000000 EXPANSION JOINT � {-'rn a .._ 2. BU C3 NEW CONCRETE I 19' MIN v SIDEWALK. o ° ° 6 or 8 "D PER PLAN 840K OF CURB OPTIONS PER PLAN.• R=1/4" 6" AT ALL ©. ° , n d , a; o , °; a n; a a VARIES 4' MIN VARIES R .� Q .. p 24" EDGES AS a . a a s a '• a s a s a H PLAN H Curb Face cv PVMT SECTION 1. PROVIDE 2"DROP TO FINISHED GRADE 4 1 " 1 1/2" " / SHOWN a .�' i? W cu c o. .� PER PLAN LANDSCAP/NG, OR, R-3 4" 18 BASE PER SOILS : :- w 2. ABUT TO NEW CONCRETE SIDEWALK - / REPORT Reta in i n Curb PVMT SECTION 9 R " p R=114" PER PLAN � .' ;� � � � �c (2) 18 LONG ,f4 s BARS Q « AT EXPANSION JOINTS ° 6" a� ° ELEVATION �° o fl GENERAL NOTES: •h �- >,e g Q COMPACT/ON PER SOILS REPORT Tooled (Not Cut) �° o `�' " ° " MIN ° RECOMMENDATIONS (TYP) A. This ramp design shall not be used without consideration for street •� c i►. `'` `- C 5-SACK CLASS B PCC, g b 4 MAX. SLUMP n SEE NOTE B TAPER PAVEMENT FROM �, a '• 9drainage. j to A°+ -�� Q« " D " rade and Due to unusual or difficult site conditions, SECTION DEPTH TO 6 �. R�,114 6 a the above requirements may be difficult or impossible to meet. GENERAL ��p}�.•C ° __.� " DEEP FOR 12 A T EDGE 4-18" LONG A T EXPANSION JOINT _ i _ a Exceptions may be gran#ed on an indivr'dual basis by the Engineer• VL N�i M ff.. NOTES.-✓i 9. 3>- D .. ° s 18 MIN a' 4' Q 6 c '.° B. Entire ramp shall have retaining curb along rear edge, flush with A. WHEN THE CURB /S SEE NOTE A I. D n Q d 2" ce s� alk, and following norma/ back--of sidewalk grade. PLACED ADJACENT TO AN II 00 ad nt dew EXISTING OR FUTURE 6 5-SACK PC CONC:, " �µ C Ramp shall be located at center of curb return. Midblock locations 1/4- 1/4'$ CLASS 3 AGGREGATE" RASE, 6 MIN, IRRIGATED LANDSCAPE a 4" MAX. SLUMP --I - OR PER SOIL RPT. RECOMMENDATTO S shat! be as determined by the Engineer and shown an plans. AREA, PCC SHALL EXTEND II=I o Q -I DOWN AS SHOWN FOR =III- d! 3 �I "I T I� �D�� Q� �IDEALK AT Ni�� FAQ D�T,I� L D. Central and side ramps shall have a medium broom finish. C ()O�tNG DETAIL MOISTURE BARRIEr'c? p Q -- _=l I I= I i`-�, �_�F I ,;,I I S t L Concrete shall be Class B, slump 2' minimum to 4" maximum. ; Ili-►iICI1II111l�,Ifl--I B♦ WHEN CURB IS NOT ° �. . NOTES' F♦ Ramp shall have expansion joints at locations shown. Dowels at expansion joints shall I r' p�/ 1 _ „ " 1 smooth 1 " long at 24" o.c. to be sleeved or recased. ■ LOCATED AS IN NOT A, NOTES- 1. PROVIDE EXRr ANION JOINTS AT 25 ON CENTEIa' (MAXIMUM) AND AT ALL CURVES, TANGENTS, AND CORNERS PER DETAIL G, THIS SHEET be 12 s.. oo. brans, 8 g S g DEPTH MAY BE REDUCED " 1. PROVIDE EXPANSION ,JOINTS AT 20'MAX AND ALL CURIES, TANGENTS, AND CORNERS PER DETAIL "G", THIS SHEET, 2. BASE OF CURB TO REST ON CLEAN COMPACTED FILL MATERIAL. -- CLASS 3 AGGREGATE BASE 6 2. RASE OF CURB TO REST ON COMPACTED FILL PER SOILS REPORT. 3 SACK FINISH ALL EXPOSED SURFACES. H. Sidewalk at top of each side ram shall have a 12" wide grooved border with grooves C EXPANSION JOINTS C'. ,�---'""`~ MIN. DEPTH OR PER SOILS .3/4" apart (See Grooving Detail). 3. SACK FINISH ALL EXPOSED SURFACES 4 RUN BARS CONTINUOUS THROUGH ALL EXPANSION JOINTS♦ SHALL BE PLACED AT p REPORT RECOMMENDATIONS 4. RUN REINFORCING BARS CONTINUOUS THROUGH EXPANSION JOINTS. 5. ALL JOINT LOCATIONS SHALL NOT EXCEED MAXIMUM DISTANCES. I. Entire ramp and gutter shall be reinforced with rebar, #10 at 20" o.c. both ways. L Cmd ALL CORNERS, EC' 0 0� 0 EIC s, AND AT 40' MAX J. Curb ramps shall hove a detectable warning surface that extends the full width crud SPACING 3'-0" depth of the ramp. A STANDARD6!' CIM DETAAMri`� STANDARD " AND 18" GUTTER DETAIL � SIDEWALKDETAIL rD � �I ET ® SCALE: NTS .. SCALE: NTS _ SCALE' NTS - SCALE. NTS X Sidewalk 2411 H H CONC. SIDEWALK--7 Fronta5 edge of sidewalk E -- Sidewalk 2% -i ... .. .. .. ,... .... `.A ax GENERAL. NOTES: �... 0000� 0000 CROSS SECTION OF DOME 4. `• M..a 0000 x°000 " .''. ;:.�. P. CONC, See o x Front edge U O 0000 a 0000 0.20 --� Note 2 i c t O of sidewalk 1. ff located on a curve, the sides of the ramp need not be parallel, L j %4- but the minimum width of the ram shall be 4'-0- 10% . •-- °000 0000 } O © °45"DIA. Z CONT. FIBER EXPANSION �"'" oaao °coo 10% Max Max 000000 000000 ' oa0000 000000 at---- curb oaooao 000000 at�e�urb O O O �. � JOINT " 2. The curb ram shall be outlined, as shown, with a 1-•0 wide - U 2.33 -•• •+ -0.90"DIA f4 DOWEL, 24" LONG border with 4 grooves approximately /4'on center. See 4'-0" Q p AT 32" MAX O.C. yp grooving detail. < l: 0 O Min 235" EXPANSION JOINT °00000 oao00°o PROVIDE IN LINE TRUNCATED WARNING � �, 00000 000000000 Retaining 3• Transitions from ramps and landing to walks, gutters or streets 0- �-•� L.•. 20 0.C. MAX (TYP) 0000x0 00Dano PLAN p0 DOMES 0.2'HIGH WHERE SLOPE IS - OOOOPO 000°0000C Curb (both shall be flush and free Of abrupt changes tI) Flowline " LESS THAN 6.6T� 1" Dao a aa°o°a°o sides of the road surface immediate! Top of ramp 4 -O Min �� 00°00° 000 a romp) 4. Maximum slopes of adjoining gutters, y �,, 0 PATH OF TRA VE adjacent to the curb ramp or accessible route shall not exceed Z �, U Rounded - 118'0 WIDE URETHANE CAULK JOIAZ3 �""� - 5 percent within 4'0"of the top and bottom of the curb ramp. <i4. R.e. -,--------------- COLOR TO MATCH PAYER "' 4-0 Min � • g See Notes < s.... 12" a. 5. Curb ramps shall have a detectable warning surface that extends O 4-a 2% Max TRUNCATFO DOME PAVER, SEE NOTE 1 �- s R.>' Sand 6 the full wrath and 3'-O"depth of the ram 8.33% Max BELOW. PRIME UNDERSIDES' W1TH CDNC. P.C. CONC. PLAN p p• C.� � E < BONDING AGENT PRIOR TO THIN SET. 6, The edge of the detectable warning surface nearest the street SECTION CONC. SIDEWALK W/ Approximately 3 f 4" shall be between 6"and 8'from the gutter flowline. GENERAL NOTES: AT CENTRAL RAMP LATEX THIN-SET MORTAR BED W/TH Tooled {Not Cut) a �' d a SPREAD PER MANUFACTURERS 1 f 4" ` 7. Sidewalk and ramp thickness, shall be 4"minimum. A. This ramp design shall not be used without consideration for street a a ° RECOMMENDATIONS CONSTRUCTION KEY JOINT �- grade and drainage. Due to unusual or difficult site conditions, 8. Utility putl boxes, manholes, vaults and ail other utility facilities C� �. AS REQUIRED a + °. the above requirements may be difficult or impossible to meet. 4 THICK CONC PER DETAIL. A ® within the boundaries of the curb ramp will be relocated or Exceptions may be granted on on individual basis by the Engineer. _ 4"DEEP SAND RASE • ° ° adjusted to grade by the owner prior to, or in conjunction with, =III=III=III=III=III=III=III-�I I=I I I=I I I=I I- 0.25 S4WCUT OR TOOLED APPROX 1 4 OF curs ramp construction. B. Curb ramps shall have a detectable warning surface that extends I I=I I I=I I I=III=)I�-)I I=III=III=III=-III=III=I I- 95�' COMPACTED SUBGRADE JOINT. SAWCUT SHALL BE 0125" SLAB THICKNESS GROOVING DETAIL the full width and 3'-0" depth of the ramp. �'� �I I I-I I I=:l I�^=I I I=I I I-I I I-,I I M 11=1 I I-.I I I_ �i� DONE N0 LATER THAN 24 -"'�I"" 9. Central ramp shall have a medium broom finish. C. Ram shall be located at center of curb return. Midblock locations ►= 1- -' �_ _�_ =1�' HOURS AfTER CONCRETE IS �:., . . P 1/4 1 I4 -I( -III�"IIIyI I I-IIIA- Z:�' 1Q Concrete shall be class B, slum 2"minimum to 4'maximum. shall be as determined by the Engineer and shown on plans. - I I.=I(I=-III. POURED k P Cutter D. Central and side ramps shall have a medium broom finish. Np7E`S• ! .;:, flowline Top of ramp 4'-(}" Min GROOVING DETAIL rQL �' ;;_.'' -` Rounded E. Concrete shall be Class B, slump 2" minimum to 4' maximum. m " P.C. CNC. See Dote 4 1♦ TRUNCATED DOME PAVERS SHALL BE BY ACCESS TILE(12X12 SIZE) 1-888-679-4022 OR APPROVED EQUAL. F Ramp shall have expansion joints at locations shown. Dowels at expansion joints shall CONC. SIDEWALK W/ 2% Max be 112" smooth bars, 18" long at 24" o.c., to be sleeved or greased. 2. DOME PAVER COLOR SHALL BE YELLOW ADJACENT TO ALL COLORED CONCRETE AREAS AND AT ALL CURB RAMP AREAS. 8.33% Max H. .Sidewalk at top of each side ram shall have o 12" wide grooved border with grooves 3 DETECTABLE WARNING SURFACES SHALL EXTEND 36"MINIMUM /N THE DIRECTION OF TRAVEL FOR THE f7JLL WIDTH OF THE CONTROL JOINT '= 3/4" apprt (See Grooving Detail SECTION TIO 1-- CURB RAMP AIS SHALL SE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE/S "MINIMUM AND 8'MAXIMUM FROM SAWCUT•• 5' O.C. MAX ALL DIRECTIONS (TYP) v I. Entire ramp and gutter shall be reinforced with rebar, 10 at'20" o.c. both ways. THE CURB LINE. TOOLED JOINT 4' 0.C. MAX ALL DIRECTIONS (TYP) ,© s � 4. INSTALLATION PER MANUFA07URER S INSTRUCTIONS. en. n rH LAMICAP RAMP DETAIL ADA DETECTABILIEF WARNING STRIP . SCALE- NTS .� SCALE- NTS _ SCALE- NTS ." SCALE: NTS PERMEABLE PAVER ON 10" CLASS II BASE @ 95Z 9» S» 1/2" RADIUS (TYPICAL) 1/2" RADIUS (TYPICAL) PROVIDE 2" DROP TO FINISHED 18' -18" 1 112" PERMEABLE PA ITER W1 © GRADE LANDSCAPING 0R PER PLAN 118- JOINT SAND FILLED D ° N .3" B» D LUQ q R= 3/4" D o PERMEABLE PAVER ON Q i C: Q ° PROVIDE 2" DROP TO FINISHED 10" CLA Pi 57, 5�ry '� GRADE LANDSCAPING D .._. D 4" e. Cf PVMT sECrION •t•'•• ��: • • • s:.» .•.° D - „ .� . - PER PLAN .;• p, A pa t00 COMPACTED SUBGRADE 95.E RELATIVE COMPACTION • • •.• » •'w'=•' .D ♦ e•: • • , TO 12'DEPTH BELOW RN1SHED 50GRWE 2 18" LONG 4's BARS �• •.: • „:, •�.••- ; r•• .ev • ; y � ' O i • •• - , " '� - • •^ • •,••• a ♦4••♦ . N •••,,a ` •.... ,. z � �•' BVI AT EXPANSION JOINTS` D D"a 8 CLASS A 2,500 PSI CONC o • , D :o +•. i• a 14 REBAR 24"CC. MAX. EA. WAY 5-S4CK CLASS B PCC, MIN •a•:p _•": • »R:' ♦•: « . ° U C!I 4" MAX. SLUMP TAPER PAVEMENT FROM .. .♦• '•» :• . SECTION DEPTH TO 6" �- -• °"•L' r » . ° DEEP FOR 12"AT EDGE °• » K' D N D Revisions GENS' N®TES: ©. A. EXPANSION JOINTS " 9" 1 1/2" CONC. � D SHALL BE PLACED AT CLASS 3 AGGREC4 TE BASE 6 SAND MIN. DEPTH OR PER SOILS ®Town B JJE ALL CORNERS, EC s, REPORT RECOMMENDATIONS BC's, AND AT 40' MAX n y 11 SPACING. o 0 oC� o 10 CLASS BASE 'O 95% Checked By: JJE [t 8» 4 8 OZ. Date: April 2015 SCALE: HITS • � PAD KK NONWOVEN GEO TEXTILE Job No. 12.387.004 Ir le Name: COMPACTED AS BUILT'�D1-DTL SHT GP.dwg SUBGRADE C� Scale: 1 20 i DIAL TOLL FREE PLANIM CU" DETAX N ISLAM DETAM CURB Piot Date: 05/11/2015 .._.. 8 1 1 ., SCALE, NTS � SCALE: NTS � SCALE- NTS j Sheet AT LEAST TWO DAYS BEFORE YOU DIG 'i UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA I I I I I . 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'��. ......� SI-4ALL NOT BE USED EXC.P, BY APPRE AL ; . � - -- I , ,` 1w - .. - OF DIE,FNGiN- ER, �., k if, I DUCTS IN/Cl ItR APPROVFI) I - .--.1IZ_-* I I t �Z/-) DEMUOR WMR ACIM,5,';P,V-L &F PROVY06,1' Ir- AMW-MBILY�s-CM�. ?i:v. / / -11 / If I, AND COVER f8ROOKS zPROD- 11 C.. -1 , � C/') ! -1-- 11 I ....- 2, THE �15' SHALL BE STAMPED INTO, NEW ,C0NC-f>,TE­IE, � L , , �N .. " A'L ','A! r, . ..I I : - '6r'f_PfEZ,h`V6 SNALL ff REPLACED &Y W PROPC07YOWIMR AM,) 9, -;,AU_ K." CHI!x- _�,D INT�) F _��TIIWG C,.10Nr"­,R,-_T�. j I. ,,,� --. .-.I-:-'.:�, / t, i AfEMRS DAMACZar / �_ �_ /,I----I---,-- . 'J� (1 ) _,._�__ ' - ; __ - " � / / 1� " 1___4___Z' !I /--J--- - e I H I i 1k, - -� � ,�,_ I -1 -C. / XIAjO, -'CAPACITn! ISHALL .. .. . - . _/ --", EQ , �� . - * - '. i . ., - .. %,.. ..-. -_- -----I--,_ � Q') rAPMM�SZCr_W_ r R00ftP 8Y AMWC. 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I mos FAt �' /- COMPACTIE,J0 SAND - � I I I .. a --F 9OX RELAIRWE G�OVPACTI*N -+-J C"--sl � ct / OR APPROVEr� : I 1 12:4 � t 1�­60 MIN, 01 ('r) (V (:)) z ­� -18- GRAN!VLAR MATIERIAL, I I ALL CONTACT SURFACES TO I - I I t I BE. MACHINED ------4,- __ - C: (1) ; 26--1/4- il I WA TER MAIN I L_ I � Q-41 I --I- . 4-a � �-___­-­,.� I ." _f_j i I " � � -_+-_-jJ � METEP-' - I I .. . _Iw� � 25-13/32- 4 L_1�1 J ,� 2 V) u � �*--­.---____.­_­------1_,.._.,._,._,1 �to it, - .,�,-*1" ."-2`�,.,�,;­*1,4:-,,�,�h'It'""t'.',�,!_,:.",�--,, 0 ..'� � I 1-N, STOP #­ 1',_-�a, !. "P" , � - CUJM.A-M.�-1w.�VALK--.,QaN,L,r?.U,o"ul.17, 6 � _�i,e.�', o ­ .!�ZI,z 'I,.4 �, ., ..�.!t�,&,.,�;:�,i, 4 25-1 I/32' ,. *�,.1,-,;,1. �.,?1,1�,,"�";..,i�; w, .,�� .;., (.) I I I ., �� '1�t i _1 vil 0 ,��­ .4--% - Ob .,It . � _. N-�#.-"- �.;,.." ,�,,,,�,� ; I 1/321t,­'s, -I L 1-`�:::�_11 -;- - ,t,* 5 - - -, 0 C3 _T,11,�i'( a, MIN, �_.;../ *,.- � � �� ", , _�,�-­, fill MIN '-;,"� I U) 4--i "i r___ I I r i I I -I-,- 8"' MAX --, K ­,"�I f (f) . 11 I " ,�,i, 3� VAT r � . , � . '� �. ,.�" .,,, . . � (f) � . -,Jl?k 4 ­ -t,,-_ -"?-�� j__ ; 10,1,�'TAPER - . ..i'!/ . � - �. ., ,.,�.� -�,-,,��'. &__ i '.,T'�'.;�";,-�,,-,;,�.I.,,, .�.'��.'.�,,-!�,,,�,i" i -T-�t ". . .1 71 < -S2 a) ,, -.,�.­ .,� .� ,� " ',�*'., 6"BEL Ow FL (1) L_ M ; �­ 6..1 .I.;-�-11.1 �.k�t.*1 `�*,.�,.i.w;,�.,,-.I� . '*,�,�,.,.Iu�ii �:11 11 , - � _f_j i j I I I � .,I ." �, , -.,. � - - .tr r Z M i I , ..,;:1,06 w. 'A 0. &_ ,I . � �,11. I .. � Q) " � 1 14 � .. .1 I I �_, I . j I I i I I I . I "I PROMTY laf,­u I I. i 1 . I _1 . . '. . . 0 0 11 I I 1.."­ I , 1. ,� � . a- , i —_ T_ 9 I_ - ; L0 i I 1�1 LINE 11. , I _#-_j _f__1 , � 1 24!* 1 L; 9 " I - " I J I � T �, "I (1) " �__­____________i �� M, �_ I I � . _)"j C%4 U) . - 9 _T_ 1, � I -.". . - - 0 1 . ; 31-1/2- , 14. I A CITY ENC,W.A.01-41WENT PERMIT AND I I"'. 11 C L_ I I #� I -1 1-12- ;, 1 V-6" MIN, � � -4 'SPECT10\4. A-RE REQUIRE , � I � I I Q> Cr) ,0 i � I TRENCHING 94 PUB -2 => 3:: c-,j 0 � � T41 IN D FOR � 1;=� : i li I E�41 -",---",--,-----�,-.--�------1-1-1-11-1"""-,---,-I -J- GRFJ,kTEST G.D. DIMEMION LtC OR COLONY 5 '� SOUTHSAY FOUNDRY 1900 __,'N,ATE,R MAIN RIGHT-CF-W-A'Y�R-L "I __ � I -11111 � AT PIPE ,,ONTS 1_1-______1-__11.1_____ I OR APPROYM, IEOUAd. � I ! M T, -) . Revisions 1 1 1 ONE YEAR 06PECTION CRITERIA FOR TRIENCIt j S 1� � I Wnir.A.17 CURS* AND SIDIFWALK 1) SURFACE SHALL BE A MAW.UM Of 1/4" ABOVE (AR BELOW SIRAfGHT LINE FP,QV EDGE OF TRENCH, � I . ; 1 2) MAXIMUM 1/8" ABRUPT qIGH OR LOW P(XNT� I � NOTE-. CAPACtTY SHALL BE ADEQUATE FOR - � � � . 3) MAXIMUM 1/16- CRACK AT EDGES, I � -15 . N,CvTE- ALL BOXES ARE STIANDARD METER BOXES. � ; STATE H201-S16 TRAFFIC LOADING � 4) NO ENCESS RAVIEUNO 11N �NIENCH Ar�PHA�L,t I I � '. �., - --I---.-.- - 5 I I 11 - TiON . � . 5) NO ALLIGATOR CRACKING OUTSIDE TR0404 CAUSED BY TRENCH owas-MJr, .- I 11! , 2 Q AWH BY, T- / 11?);I ;1 By: JJE 1� C.A.0-i CITY OV- -it AN Y,� CITY OF A"rASCADERO _,________T__-_____ � �� DRAVIANG NO.� R.kl_� _9,7��� ' I DRAVANG NO, --.,I-. -.I.-_ . .- I � � _&kecked t -wl?�__ E.NGINEE-RING CIEPARTMED-NT -, ,19 Et4GINEERING DEPARTMENT ! �__ b-^R�AW4 '§'yyy111__ ­, , CITY OF ATASCADERO - ) k .F4 � I -_ � . I 1. 11 I � k. � I JA,V DRAY-ANO NO� . [ By: JJE � S,�j�& S,J,S� � _�_- DE-SIGNED BY: ____ ENGINEERING DEPAR-l"MENT 1 1!:!:!! I� ­­..,...-1---,.',-- I I _� I I . " A- I - � D ' 608 2 � 701 sw� 0 2 2 '192 ' I � I "I . SEWER MANHOLE COVER �7 1 DATE: � RFMRD DRAVMOS [bate: April 2015 � .LE- N. 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W121/_9 XXPAXI - � �­­ ___--------�........�......._..... -1 11 � � . � _­­ .1-11,11.1, ------------------I - _� __,___,__._.,_,_,T_-_______,_, � 1 I I I - r-_ r- 1_�o I "I I 11 — I I e L1__.) -I 1_� I -_ — �-_ — — ..........................— —.---.- .. C.0 - �� I I ­___4_____- Z;5 __� CC ,-=±--- — — C/) C---:) "I�' 5; C> � : - _.. _ — I . __L__=L:Z_____=_=_:::____ � . LLJ ___� -d- "..) I � I "i'2" R Lt- -�,- . Lj_ -1 . I . - NO'E. I. PRECAST PIPE, A0JJS'nN0 RINOS M0 TAPERED S�:P,TIVNS SHALL BE CONSTRUCIED <::> , =_ Q> z IN ACCORDANCE VATH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE, �Y_l -C> >2 � C_ ;:� L.LJ 1 Z ,ALL ZINTS BE7)NEEN PRECAST SECTMS SHALL BE MORTARED. . C,>,� 4,�- 1 ... (�.>, I -, . . I - 6- f � I� �/211 11 ..... EXPANSION JGIRT (4) #4 CONTINUOUS C:� ,� 1/2- RAD�--­,,, 3/4 I- RAD� I'll 12,�I­I­...-, FiLLER . 1 (3'; 1/2- 0 SMOOTH DOWELS- A . 1 MTENJOR OF THE MANHOLE SHALL HAICE A SMOOTH TROWELED '�WRFACE- S/0 _�( �, _� - ­­ ­ R/w �__bw_- I MANWX v wp, I 1-171111-1— —11� — 0.70 x 1_1F. IRADIUS 4� LE ,0Q1,f,R SHALL HAVE THE WORDS "SJORM !SEWER' MM,_`DED INTO IHE CO , , . I It FAEANUSAPI U J2 KI - -",\ � . - � i � I .­�,_ — ---------- .. .. 11 � 6." . .- " .. ___­__­ �` " _­­ " -I-"- , I - I 5, w,N4 I I - ___.� C,rj`k_,R -- PiNKERTON A -- 644D . I I I \ Q__ ___4� ..__4�..--am. __M�I-� I �. , . _. - —­_,---�, . , , � __.�_ � � I ­ _= -- L� I � __�� _,_� 2 �11 _� I . I-N — --��_-, , -"— �1� Q) " I FA V EME N T I -i .' �__% -+.a i I i -4- 5__ CONCRETE COLLAR -- CLASS "e P.C,C. ` , � . r I -v- - _14 . - I - ­ ­ I _Z� I I I " 1. A. .. .. I 15" is i .. _I I 1 4*-6* MIN I , N_ . -4- .--- --.,---. __ "I X�� - w 0 I , , �_ - .I 1 2% 1 P :: t----"- I le --,--,,-/ // 6 SACK 1000 P�sll. - z WIDIM, TO ____--- --*-- ;,� 4, �� . � STANDARD 0 � THF5 PENN T I N___ I ...-1 .­_ I . 1* A / I I . � : M .. 0404, O'C' - , EXPANSION I , NO, 4 REBAP, ALL SIDES �_ 101, , ___F ,;_1 _�. Nj uz I .. , - \ __ _____.w__w_.___1_. t * . ,r,,4&TS . 1 6 _­ 8 1 112-- EXPAAJF,W)N POINT MATFRJAt� I I -— .­_ . ��.,,- __ . i - �, 5 1. - . . I . - - - --,I- .-.. .. � v \i I 11 . . � >� -- - - . I . .. .. 2 1 I �* 14r :1,1_ - R_ . , ��\ "I�A.C, ' "''07,�+ I . I. - ... - 0.C� 3- CLEAR �\ ­ . - —4 � �_ �,p,�Tj - - 1 #4 0 IS 11� I . _1w __.� ,I I - " 15 E , . .. �--- 1 . - p —*j, t-a- W4. 1 " �u � ­ — -,*.----, I , - " ., I .VRU�TJRE' *'-' ' � � ------I-- , .-ru A C KFIfu t-- - , ._ ��!�. .I i ., 0. . , . - , . I I I � -, I . . I -1 . I". �_I -6A&T - 1w . : 1 24' , ADJJST1W­j RINGS AS REQT. � 11 ------I- . ,_,_.;,_,!����� f . . 1� ---�,_ I . I � 1,I ., —__4. " �. . 7`1 — ,� I I . . . � y Mw, ?, 4, k9N. _­ \ r'l- I .... 1,y1ff._,.Q A&.J�JKE X, , I . I . MAX . I '. U) I �. i I I I . ... I � �i 2 � I . ".7_'k_0--,__ FLAT tOVEER MANHOLE � I ­_ I (0 ;.­ . I -1, ­ I I . I --L& - � - ,.Z'-., "i3:t!;t Z�F.. w V-Ni REDU('3NG SECTION. I- 35.-�_��X�_-),At_­t._--_.--__--I--- I _j 0 RAVEMENT 'MID7HAMEASURED TO, THIS POINT z � - , . � _. " , I .fi, I M .. '�:-� i -I/2. .. -- ��.6 i I T-,--,I 1. < ...- I- i 14- I I ...�----,,:: � W, .- )--N I 1. 18" 11 �� , I ;111 I I .- I w ���—_-,­_-�,,,, :--- . . . _ STD. EXPANSION X& A `11�--;- 1-F-R-1, W* I _g— V E 5 ------------------------------------- I,----- W,TL �.- ,:-..&. I ­-, I - ___�," , 0 - �_- - I- - , 1, � -- ,I 1. � I I . j�,,-- .... - , Ir I/9" R, I < EXPAN30K MRTS I I � �. ; : I . PROVIDE XEYED BASE FOR I I ": _��, *+Q LLJ 04 I -7..'r-r- I . . \. '? - -- , I a. ViALL HE FLACED �,___ I -1 �1­1_ �t I .1 . . . PRECAST RISe SEC'P,M - __ n I- Li----A " , -_111 . . -1 _�_'_ I 9 I J��-j I 1. 1 u. AT Vr INTIM1005, -­ — I - I,- -- I 11 1`0 1,'. - ,�. � '3/4�' RAD, - - :­ , .. I I - t)� 0') _+_j - -1-0.6 � 1/4 , 1. AT ENDS W ALL �) .. I 1 , I . 0) ': �. � j 1 4 . J_' " . 4'J% F! ­, 0) . , - , pf . I Q - aj"� "MAN$, AND I 1;, 1,-1 3� ___ ,.. 34 1 1 �__ � -1 I I .CQ I x� _y 0) . CA,?,- $10E Cf 00W- � F - ..311-6X4 , L_ 1 7 1,,/ - "�30..-11-1--T-- S, -----------7,4�;_ �- 0 -4-J< N I c PLAN. :i . �1,`4 , � 1, - ____� . � WAY DEPRES-40N I � I — . :.t--I � ­ Q) (f)( �,� T K I N TiA�A V5 I - � L_ - 1--f -,,,,,,,.,, , 112� RAO 1-3/4� -) �. ­ 6 �- I - - ,z Z, 41�11_ � �I I - "" - - " 1,1�_ I� � 11 I I ,"'.., - I ,, I r, " � -E " -4- I - 0 � 9FTWEEN EWAN"- � I - I - . 1� I I ,a. 0�-, 0", 0 x i� - 14' 1 1 1 - , I I ­­ -,__",-IV, _.. 11� ::..1_______ - Z 11 . I I , I - - " . I ..I , I __,!1____1 - . I - -----j7---', . _______",_j1- . ,, iz,k" ,Ljj, 04 "I S., _______i 7 , i jMrS S8AU V'Wf , ------ 3* ___ 3s' - 13' � E 6" . , . i . - 0 L A 0 ',, f � I - I .11 .ILQ - ,EASED SMOOTH - II__,. - E � . I TO AVLOW 0TCHNO I 1, SIDEWALKS SHALL BE ASS 8 CCtX ,ETE; A MINIMUM OF 4' THICK -1,-A ! . ". -0 I I GR - .I q, �* I V-AC PAM% A . LEVEL - ----- I M � .. .� I ­ - "" -----­_ .-___ar____ _____ tr) %J� w n � -4 4 1 . ; V": 11 i. �� C ,_ I . I ­ . , . I 'ail 11 47o, � .. - I . � DOWFEL OR # fl� " -I - - ,____ - - . , -I . . �W JMTS ADJAC � ­_ I , - - . .- .46 1 WpRM1E_ 2. STRUCTURE BACKFILL MATEIRZIAL A MINIMUM OF 4:" 94 DEPTH AND 0OMPACTED -� _1_1 -3 -C E I � - . V .,. * -A - . - a - -f- - , EXATINt.4 1 7`-,, L_- -------�, __ w I F! q RrBAR W/%,rE f W� _1� �. . _.- --I - I �END OF f4pt `TO � F! -*A . . - . - . : BE INSTALLED � .1� 3 - Moffs, TO A MIN314LAM Of 9OX MAX,I,MUM DENSTY SHALL. BE, PLACED UND" TH,E - .�. ., - — tD - I , � C I 4-i � w �, , - , . . .. n��_ 117 -_� � . i FVUSH W"g'H INME OF MANHOLE,. 44 *;3)-+.b . :3 0 0) I I SMUCT".-URE S 1� �, AT All EXPAN+5"� .III - . - . ,A-CKF1L,L_ '_,'. '. �, I SIDEWALK *4EN THE SUBGRADE KAS AN R-IiALIJE OF LES-5Z, THAN 70� ' . ____��____4& EJ .­_ ;.4 - -� Aw__._�� 11cr- � - - . 1, z i . � - ______ - ___ PROJECT SECTION . .. \\ 1>-, 0 OC) I " . - � CA) Q ' jONTS AND ,� L____��__�__ ___ I C I. I . -TR - - ---f-,- ; ,* :, --_��_ -1 . �, cows muc-gm 'uNT& -" i . � .. . . " I r-.Q 5 .gs,�-," 4v V) 0-4- , > it � Q) I I 'IrEAL-A 1, 1/2- EXPANSION J04NTS SHALL BE PLACED AT ALL CURB RETURNS, DRWEW.Ays 4" #4 EWALLY SPACE-D i #4 a 4,-rk- P,C� -4 - ,� I :�', . - .CQ I L_ I - k 1� qR,--, �_ :�N*�_, ANr� AT ALL WTERVA,L'S� NOT !EXCEEDINC ,25*_ ';'�� CLEAR .� �� �j I �, SMALL"'PIPE INLET . a V - 4- 0 U-) I . I -; . iz� %4-- V_ . I . ..1- '%I . I .CQ - 't 1- 0 1/2" x 18" SMOOTH, GREASED DOWELS 24' OX, TO BE PLACED THROUGH . i // I (1) L_ I THE EXPANTNE X$NTS� - / -1 .....­­­...�... ... - I u Cf) ft , -3 -<00 -� N�l I..----- � ___,��_e_- I � 1, . NLE -- Fl..- -, ` 1, SECTION A—A - ,. _ . . I ,-,-�_.,- ,q4l,o.---'7- - - f " I - I I I ,� -,-,--,., - , . . ; . � - I 0� - (1) TYPE -A" AND "C," OURB I'D FNE CLASS 16' P.C:C, . . - I . . . . I . - , " - i . Iff I-0 - . ' � -NED F - E A YONOWM Of 1-1/40 IN DEPTH AT __1 '�'. .1 " -,f "'I ,\-".. ;�_, l-, fiff &. (A � TY',RE W A." 1'. 11 I I " I ,,2", DIKE 'TO RE 4, WEAKE -,LANr 4INTS SHAU -A � f .----:I, I f , I ' S' I DA. sp-CS IFNTERVALS ,W,,T TO EXICEED 5." . I N I I 5`5 sTRUCTIUR-E.' BACKFILL P�.­,,R SEC1`10N 19-3,06 STA11- I'AN .rwpj , '�'_-,' , ,� ( \ / Ia. I � z I I L.'��! � (D 1, 5� S0EWAIK WIDTH IN COMMERCIAL AWEAS TO BE DETERViNED 13Y THE N 0 T E.'x", NIQ 4 REI3AFk-- t, "'114 -On& 11 (,Vkf'NS METHOD - -FLOW LINE - MATCH FLOOR TO - i OURNNG SHALL BE BY PIGMENTITED -r,UPJNG COMPOUND METHOD ACCOPIDING TO ENGINEER. I- ALL CONCRI-�"T;', �PiXl OE CLASS 'r3* P.,-C.., MIXC sw. _10 A"I P�AC_-­ Af�0Rr),AJ4(,Z - f,A-) 44 ,AC,' . , ', ' ' - - WAY 10"Af LINE On LARGE !NLET PIPE I I -MTH T1HF AFT,LICAFILE SFCjf,0t1S. OF THE STA.TF STANDARDS SPF',�IRGA'Paxi& 12" (J,(,, ,-A(! \ f ?�w THE P-Rovn-AGNIZ, Of` SELf-ITION 190--'111 1�0­ 1:1HE 173TA11 SIANOARD ,%--F_(,�IFICAIK)Ns� ',,_p0UREv_1 a� CURING 11,7111r,30AMOLINKI 9-Ail., RE MAITF 2. At-, fLATWO.W" , S_HAU_ gr 8' THICK� .. N-PLACE CLASS 'A* CONCRUE BASE, . ,� PIGM04T TYIPF, . I I , I I 0 - , � . . . - I . - I I . I . . � �Jvlrk I ­ I I I � I I - I - " I I . L I ­�--------b--i.---------f-,-------------- ------. ___ ----,-- _____ ____ � w '17 Y O F A 7 [)R A'004 8 Y, ! 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