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Home My WebLink About1999 - El Camino Real CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA C1 79.20 1300.00 03°29'27" c,A C2 107.24 1000.00 06'08'39" 7 C3 124.47 500.00 1 14°15'49" - C4 288.90 800.00 20°41'27" $ C5 93.52 1000.00 05"21'30" �, C6 104.99 600.00 10'01'33" ,� C7 398.19 3800.00 06°00'14" .�"`� �. bi C8 403.51 2500.00 09'14'52" INSTALL WATER MAIN A MINIMUM OF 5--FEET FROM TREE. r f" LO C9 245.83 400.00 35°1247" ALL ROOTS 4--INCHES GREATER IN DIAME ALL .► '' �"'` ~ C10 335.11 1000.00 19°12'02" NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN �, / � <y ^ tk p 0 40 80 C11 166.63 400.00 23°52'07" 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. C12 155,51 375.00 23'45'36" .f ° '� z 1 INCH =40 FEET C13 80.26 2000.00 0217 57 13 w 160' TRANSITION C14 254.40 600.00 24'17'36" � STA. 30+00.0 �. .� �, ��--`" •�,...,�" - w • C15 127.32 5000.00 01'27'3249 INSTALL 14" GATE V ''.v .• __\_1 < 10 LT TO 5 LT OF WATERLINE � • ^"'"�,3 wn �� 6""�ry ® Y4 �^'b4x ,.--�` „ w _j 1 MAINTAIN 4 MINIMUM CLEARANCE NA 0- 0 -° w pp FROM WATER MAIN TRENCH SIDE 1, � ^ - Vy , -I{ � WALL TO EXISTING 6 , � , P°. •, W ,�. 3�'` Ll,.� �, N OD ® TRANSITION 5 LT TO 14 LTA OF WATERLINE r..0 -- 1 may. �t r 04 Cn (0 N - T yk" ..r► fa .s �; �, Go SM 28±0Z.52 •� END CONSTRUCTION CL ...r.» w �. ® BEGIN RECORD CL d - .. . // w ""^w. � � h ',�,r , .,^«, „ lip ° ^.»..""^..,.,,,� ,� S 23+20.10 BC CV $� ; Yom,,.. �a "�f/ )efM ` `~ ■■//��rr r,aH m �f 7 'i5 N � � a0 f r"' ^,a.,.^" ..° )°�,.,.• ++gid RC1♦Li ch w Cn 0- ! Ja k I' .....,.1 , CONSTRUCTION N `�"gSTAINSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 s`k -„ � �` . ..d`"w+..*w,Y --.,.?4'„".•"'=;...e.�y." ,-,..., ® L - Ftfi! ar� ..r•'"`..,«.00 PO4' -�.•""",� .,...,.✓'r`� ,ff .~ �,0. s" =,c%.,.-^ ,,.... aF y }z � ` � " •' ''�""►..« ..w� 4,.�.;.4JY ..-^"`~ .,�.. �.a „.... ^- a °-� ..�-� ° , GUY INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD DETAIL No. 110 14* " "••fig-. ....`�.^-w..... Y:�f�. to ' a.�° �W ..«.-,.-....a ..,......... .. '343 ...w, �,,,n.e.,wi°"` �► / - �°~ x - - -� --�:_ °M = `° INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 23+ --� �� 1 - INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. 44 114C!* C5 0 26+0 C`� '� "" - -- - ._ m`"' 5 INSTALL THRUST BLOCK PER DETAIL A. SHT No. C4.18. 4 120' TRANSITION + `�_ _ e w - �' __ ti Y °, E _ .a�� CV r r N f �`: _.. �,� ABANDONED ._ ' 11 RT TO 13 RT ' .h. .�OF SSFM " "" w p © INSTALL P.V.0 SANITARY SEWER PER MANUFACTURERS SPECS. & CITY OF ATAS, STD. 702. PIH 1 in _._ .. ._.. __ =a M:w.u i ... _ INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. a. ,� � � CAUTION: HIGH RISK FACILITY. 0 -H CONTRACTOR REQUIRED TO USE 9 ® t' r z b '" POSITIVE LOCATION METHODS PER ® MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX, WATERLINE AND TOP OF PROP. FORCE MAIN. SEWER FORCE MAIN TO BE INSTALLED BEYOND " + CALTRANTS PUBUCA11ON -- to EXISTING CONCRETE STRUCTURAL SECTION. EXACT f "POLICY ON HIGH AND LOW RISK ® INSTALL 6" P.V.C. 0900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. �-- LOCATION MAY NEED TO BE COORDINATED WITH 100' TRANSITION ' UNDERGROUND FACILITIES WITHIN '-- THE DESIGN ENGINEER IN THE FIELD. in 10' RT TO 15' RT OF SSFM 10 SEE UTIUTY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH U11UTY Co. � � HIGHWAY RIGHTS OF WAY". 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER NOTES ' IF CONFLICTS ARRISE. EXISTING WET WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO EXISTING WET WELL WITH A KOR--N--SEAL (OR EQUAL FLEXIBLE CONNECTOR). A A STATION 0+00. AT THE RECORD CENTERLINE t.� INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. 1. EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED OF 6 00 TE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM STATION 13 INSTALL TREE PROTECTION (TYP}. SEE TREE PROTECTION MEASURES, SHEET C4♦02♦ 11+07a00 TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE I N CENTERLINE SHOWN FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. E L 11A 14 INSTALL 2 VENT-O-MAT AIR/VAC RELEASE VALVE (MODEL #O5OR6X1021) IN PRE CAST SEWER MANHOLE 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN PER CITY OF ATASCADERO STD♦ #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL., SHEET C4.19. 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. 06, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT C MLOCK WITH CAP. SEE DETAIL, SHT. C4.19♦ 21+00 22+00 23+00 24+00 25+00 28+00 27+00 28+00 29+00 30+00 31+00 32+00 900 _ . _ 900 890 ,� .,.� �. ,� ,,. .,..�. _,�.. . .. ... ... ..., ., .��... .,.. ...�. ..� � ...,.�.,� ��.�.�,�. ... �.�.. .... ... ��_ ..... ... .....,. .... 890 880 . ..��.��. ... ....� ., .�.� ..�.�. ..� ... .�. .�.. _ .. � �, .�.. �.,�,. ... � .�.. a �.�. .�. _ .w..�.. 880 -H 0 z p °' N XOD 70 � � =Z ., _. ... . .... ,. .. .. ... .�..w,. ... ..4. 870 a xo N w 0 0- zi -H W 0 ' S za wX 0 ¢z 0 C14 C3 OD OD�q 0 � + a. 00 zx 860 z moo- EXISTING GRADE AT CL z 3. Z o-I 0 CL p . mw w 850 N z z _ .� ._.. -- ".�." . - -- " 12 MIN. CLEARANCE 850 �. 12 MN. CLEARANCE Ln �---� "`�"" 6" PVC SAN. SEWER RCE MAIN cri _,. - -- --�°'" 12" VC WATERLINE 0 840 Q 1 LE XING 9= EX. 91 JMRTN TOP EX. 24 RCP 0 S XING=841.2± E PR DE 12" CLEARAN BETWEEN TOP EX. RCP AND INV. OF OPOSED SSFM 3 830 830 0 SCALE Q V HORIZ.: 1 '=40' ROOFILE "OF EL,, ,.,,CA&mAIN'ru% ,, ,,r"%EAL,. LVERT. 1 '= 10 � $20 Oe p,LK�{� F� Ld � ��F � REVISIONS OFF--SITE SEWER AND WATER EXTENSION C33�60 NO. BY DATE DESCRIPTION on NO 6{30{�2 EXa EL CAMINO REAL - STA. 21 +00-32+00 ASSOCIATES s ctv` RECORD DRAWINGS,� rE OF C�`' Cann Associates ENGINEERSCIT 1 CwI ATASCADERO, CA a GS AVE I ORMATIO HO ICH IN P RT HAS BEEN PROVIDED BY OTHERS. PLANNERS 0) NO WARRAN IS 1'ADE R IMPLI S T E ACCUR Y OF THIS INFORMATION. INDEPENDENT VERIFICATION!SHOULD 8 MAD RI T TURE USE SURVEYORS o 12/14/99 0) aD� 364 Pacific Street JOHN FALKENSnF R 33760 DATE San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE '0 EXPIRES 6--30--d (805) 544-7407 a DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: -' LRB LRB SJS 990533 1" = 40' 04.04 A CA/FILENAME OS-4.04/SHT NOTES 1. EL CAMINO-REAL STA110NING iS BASED ON AN ASSUMED -STATION OF 60+00.00 AT THE RECORD CENTERLINE INTERSEC-TI01,1-.O OF EL-CAMINO-REAL AND-DEL RIO. ROADS.- 114E EL CAMINO_+REAL CENTERLINE_ SHOW FROM--S-TATKK 11+00.00 TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE CENTERLINE SHOWN FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN to EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERSSPECIFICATIONS. y 1 0 40 80 n 1 INCH =40 FEET INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. 13 C: WATER ALL ROOTS 4--INCHES OR GREATER IN DIAMETER. ...,. `,- ..,.j T BE SEVERED. EARTH BENEATH ROOT SHALL BE v� NELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN 2 CHES SHALL BE HAND CUT WITH A SAW. -- � Y9 STA. 7 3.46- C .... -.�- 13 m " - x - �- - x. 0 --- - _�_ 6 �. �� __- -� 6�° ' i6 LO 11".LO -.... ..�..�.---- �a �y g� �+ 2>e s� ;q/(y w �. 6 41+00 •.n.r" e r ..err .r..' `nr *" "_ �M r tl A FI B E R-OPTIC SI N .w.»�..... �� 3" YY�.r' ....- n Uj rn 40" wo 9+00 term „ � .. .._..: --�- 14 g+0 S34'2146"E $„ � s ...----�t.P.c��-�--- w.. � � -.�- � ''� � IV 6 x _... . .... m w _ .. •> lel .. T 6 4 �__ "t11T`""" - 14. 37 O _ '' $IF .. ..*"""' }}, A"x" ..- iy r - �j W w._ - _� 14"..,,,�...,..........,, `...... w 14" W 14" W 14� A _ "� -'m - -- Ply . 36+00 ft ,.... W _ _I 32+OD S 33+ )-Z4+00 35+00 ---------"+- Y,o Uj -�}-�-�---- �....w.. --"-�- Pit ....�._..... .M�,6�° _... ._...---�• �; � JP 287 - �„ '` '"�"""" _ -w~ Ptt X 0 . 0 ,�P P' C 9$ <1 W �°° tl" ^_-.... "R �q�,,e� ._..�....,....... B�yy1,� q ri «.".^^'^ .i', {�Vtt ��Y-ya� ....-.-„... j/',r ,F�ily r- ll .....� /� �+ a..",..,,,,_, /'�}' rq (`^�.....«r� 6 4J 89 e.� 4 i 4" R 1 �r .AM�+�"�^'" ^-� +M.w.. Mew+,. 4..0 F+a°p"9�p�l�NE W °A -..,.......- J4-b'"f d'e'1 - 5 � PH ""."'«"'.'"." fr-H " 7t � � i /�q .....- .'.^"".""....' 6" �G�d � 1 L. q Tial b. 62 ('- 1�19 PI PH t L� C / 3 [[ .............« .,......W _..»..vv CONUC N NOTES .. -. ....moo....-...r• `..^^....'"^`.' "". p wm 4Lr'" LO 'CLdd ^..^.._.-,. -"^'---,-....._.........,..._. A�99 -_-.... �°» ...^.....^..� .,.»....,...w. ^�'"`^^ � � � 3'"C Tft 3l}" T4"\ j,,,,l 13 JP � Yw.w...w.. ..r `i. """ SEWERFORM,..MAIN- To- WS%4U.Eg' BE'-'�%& . Now --� JPI I jp EXISTING CONCRETE STRUCTURAL SECTION. EXACT • .,.Y. 1 INSTALL P.V.C. WATER MAIN PER MANUFACTURERS SPECS. & ATAS. MWC STD. DETAIL No. 102 W �M ._..e LOCATION MAY NEED TO BE COORDINATED WITH ,,,,, ,_,,,, ,,_ -- -- "" ""` THE DESIGN ENGINEER IN THE FIELD. CAUTION: HIGH RISK" FACILITY. INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER. Co. STD. DETAIL No. 110.. CUY STA. CONTRACTOR REQUIRED TO USE �'' 1 q. POSITIVE LOCATION METHODS PER .INSTALL WATER MAIN .A -MINIMUM OF 5-FEET FROM. TREE. � INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 11't ALL ROOTS 4-INC IES a >1`I 13 CALTRANTS PUBLICATION - "POUCY 014 HIGH.AND- LOW-RISK NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERG MUTUAL WATER Co. STD. DETAIL No. 113. TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN UNDERGROUND FACILITIES WITHIN CENTERLINE CURVE DATA 2 ANU 4-INCHES Sf+ALL BE HAND CUT-WffR A -SAW. HFGHWAIF R16HTS 5 INSTALL THRUST BLOCK PER DETAIL A. SHT No. C4.18. CURVE LENGTH RADIUS DELTA Cl 79.20 1300.00 03"29`27" INSTALL P-.V.0 SANITARY SEWER PER MANUFACTURER'S.SPED`& & CITY OF ATASrt STD 702. C2 107.24 1000.00 06'08'39" Q INSTALL SANI-TA-RY SEWER- MANHOLE-PER CITY OF ATASCADERO S-TB. 60& &-60&. C3 124.47 500.00 14"15'49" C4 288.50 800:00 20`41'27" " C5 9S62 1000.00 05'21'30' MAINTAINF-A-MIK:. VERTICAL SEPAR ON-OF 1-2 BETWEEN-MF -T Off' EX: WATERLINE AND-TOP OF-PRS'". FORCE MAK. C6 104.59 600.00 10'01'33" a INSTALL 6" P.V.C. ,C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 742 C7 398.19 3800.00 06`00`14" C8 403.51 2500.00 09'14'52'" 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO'COORDINATE NTH UTILITY Co. C9 245.83 400.00 35'12'47" 11 CONTACTOR TO POTHOLE AND-FIELD VERIFY TIE IN LOCATIONS AND SHALL. CONTACT C10 335.11 1000:00 15"12'02" DESIGN ENGINEER IF CONFLICTS. ARRFSE. C11 166.63 400.00 23'52`07" C12- 155.51 3-75.00 23`45'38" 12 INSTALL FIRE HYDRANT ASSEMBLY PER A.M-.W.C. STD. W--1. C13 80.26 2000.00 02'17'57" C14 254.40 600:00 24'17'36" EL CAMINUO' R'EAL 13 INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTIC?N MEASURES, SHEET C4.02. C15 127.32 5000.00 01'27'32" 14 INSTALL 2" VENT-O--MAT AIR/VAC RELEASE VALVE (MODEL #05OR6X102I) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #606} ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO- MUTUAL WATER Co-. STD: DETAIL No. 'I'II PLACE RISER. IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. X606, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED WITH A'3* QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL. SHT. C4.19. 32.+00 33+00 34+00 35+00 38.+00 37+00 3a+GG 39+00 40+QQ 41+00 900 - -- 900 890 890 880 Z 880 w 12- <a n g 870 " d 870 + >w EXISTING GRADE AT CL 04 w z . En < �'� to W coo. 860 �6" PVC SAN. SEWER FORCE MAt 1.:' PVC WATERLINE ry x Q M a5O 855 0- LO LOr-- cs� Q 84Q &4G- 0) SCALE H OR1�.: 1 '=40' �F PROFILE L �f � REAL-— VERT. 1 '= 10 830830 0 a REVfSIGNS I OFF-SITE SEWER AND WATER EXTENSION 5,1 NO. BY DATE DESCRIPTION va Q 0 C U- AL w ; 0 ,` a�' ,� `�. � EL CAMINO REAL -." STA. 32+QQ-4-1+00 ASSOCIATES ¢' 5` 0 ENGINEERS CITY .'"�F ATASCADER0. CA a PLANNERS LO SURVEYORS c 1 14 9$ "- 364 Pacific Street San Luis Obispo, CA 9301JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30--02 DATE 0) ($05) 544--7407 DESIGNED BY. DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET•. LRB LRB SJS 990533 1" = 40' C4.0`5 oy CA/FILENAME : OS-4.05/SHT SUPERSEDED BY SHEET: " C4.05A NOTES 1. EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED STATION OF 60+00..00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM STATION v 11+00.00 TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE CENTERLINE SHOWN FROM STATIM 28+07.52 ON IS PER RECORD INFORMATION. 1011 2. ALL PAVEMENT REMOVED DURING THE COURSE OF U11UTY INSTALLATIONS SHALL BE REPLACED WITH AN + .... EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS SPECIFICATIONS, gimusilligill: 01 X 1 INCH = 40 FEET INSTALL WATER MAIN A MINIMUM OF S--FEET FROM TREE. r ��a��=fix ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL 3 _j 1 104112 T BE SEVERED. EARTH BENEATH ROOT SMALL BE ' NELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN t, ., 2 AND "-FICHES SHALL BE HAND CUT WITH A SAW.£ m ---- -- i N J ,z -'- W CO CA k STA. 7+03.46 EC ..... -- "..."'. - 13 _M,w STA, 33+95.26 EIC x .... ..,... ...,. ' 18 L.0 11 LO m�, € . _ x. m._ "" .� d,t 18 iw R .OPTIC SI -N a1 _ __w__ .. ,�� .: . _ _.w. �� 6�n ��0 � ..� 7 ,.w.. �� ........ , g 41+00 __I -- z Uj 'X Uj �'• .. m_ �. _ _ � __ _� �& ,._._.� _ � . °` _ _� r. � . ._ Off' � _� _ . ... w9+00 - -- tt _ _ �``� ..M {4 _ .. _ _. _.. "E w� - to w .. `x �� t4S34'21 a - e �,� 37-0-1 " ___ ---- ----' w �t " CID. �}Q g .. "...��_ m _ � W� «....... ......._.... ..«,,..".......... .,..„.. .„..... .....u....-w.... ..r.w.r. p; u«.w.�-... .:x..-.,«..+-.- ww...«...u `r" w_ -x-- ."...V �IY �.. �� w.+d .�..,sn »+�.n++ ..p pa.' .. Y .-nn--... {'17 ... r« .! -nw.....«...� "'"'" d OmM.' m* .»...m...,+,,,........+.e ? .,�. .m.....,. � .....,....�.. ..r...�.....,.Y ........r.w.. 4.T 7 a ....� d .......v_..-. ..- -.- .,...,..,.....- '"4c �Ct.2.�..-.....nw.. ..�...w.,.w ....,...:.«.. La W .� a-- Ir "� 32+00 1ew to 36+00 __ -; .. .,, .�..M.� fy4, �.._ -_- �;�°� M - � ^.� a� m.�. . . ;, - Ljj W �``I--- g 33+At 4+00 1 35+00 C7 �� t �..� w _ Pry � � w - -� TW _I __ } -- jp a, _ .... ,^ry` ��C �a � .p ,„.....,. � b� .µ -.�..............w.,,... 4� k y sSFU alp W '�tlm�^... '°"'^' ,......�...�M `� +.�w.n `1�;.�. f 14d d:nY"��..w..�..» �"4"bi'� ��..... /�xx � +e.""""� `�.1 ~�txS ,r ,.a'��r^��qy t;"Lt ,..,�`°'z*�,.,,a �� E W � V x 4____ _ __ PH __ m �_�__.w _ _�.. �� _r _. _. _� PIS _ ,Ii __ __ .PII 'itX,� 36 � � � �� , � to _ x a _ _ 1 18 s..C � .. . nM�� 34' < w 13 TR . `fA...,.x ,..,, EXITING GAS UNE TO 40' LO,� �» - �^ SSFM"I del _. -' �" BE ABANDONED w L� . . -- .. F _ 0NSTRUCTION ..� ..,,. J' _,, ,�,,, --- w SEWER FORCE MAIN TO BE INSTALLED BEYOND "�" �-° --- --- --�- --- -4--- -- -- -°- .... w CAUTION. "HIGH RISK" FACILITY. EXISTING CONCRETE STRUCTURAL SECTION. EXACT • CONTRACTOR REQUIRED TO USE INSTALL P.V.C. WATER MAIN PER MANUFACTURERS SPECS. & ATAS. MWC STD. DETAIL No. 102 ��U Y JINr. I TO ` �� STA. 35+50.0 LOCATION MAY NEED TO BE COORDINATED WITH BE ABANDONED INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. 14' POSITIVE LOCATION METHODS PER THE DESIGN ENGINEER IN THE FIELD. -° ALL ROOTS 4--INCHES OR GREATER IN DIAMETER SHALL 13 CALTRANTS PUBLICATION -- V INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. "POLICY ON HIGH AND LOW RISK NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE UNDERGROUND FACIU11ES WITHIN INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 ✓� TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN HIGHWAY RIGHTS OF WAY". 2 AND 4--INCHES SHALL BE HAND CUT NTH A SAW. " ® INSTALL 3 BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113, INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. CENTERLINE CURVE DATA INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. CURVE LENGTH RADIUS DELTA O INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C1 79.20 1300.00 03°29'27" C2 107.24 1000.00 06'08'39" Q MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. C3 124.47 500.00 14°15'49" C4 288.90 800.00 20°41'27" INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. C5 93.52 1000.00 05'21'30" C6 104.99 600.00 10'01'33" 10 SEE UTILITY Co. PLANS FOR INSTAL A11ON OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. C7 398.19 3800.00 06°00'14" 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER C8 403.51 2500.00 09'14'52'" IF CONFLICTS ARRISE. EXISTING WET WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO C9 245.83 400.00 35°12'47" EXISTING WET WELL WITH A KOR--N--SEAL (OR EQUAL FLEXIBLE CONNECTOR). C10 335.11 1000.00 19'12'02" C11 166.63 400.00 23'52'07" INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. C12 155.51 375.00 23°45'36" EL CAMINO REAL 13 INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. C13 80.26 2000.00 02°17'57" C14 254.40 600.00 24°17'36" 14 INSTALL 2" VENT-O--MAT AIR/VAC RELEASE VALVE (MODEL 5OR6X1021) IN PRE CAST SEWER MANHOLE C15 127.32 5000.00 01.2732" PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. 06, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT C LOCK WITH CAP. SEE DETAIL, SHT. C4.19. 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 900 . � _. � 900 890 � ..�.. ...� �... .,, .. ,.,� 890 880 . 880 w z _ ®�� + 870 0 .� Q 870 c+v +}N EXISTING GRADE AT CL v~i¢w opo Cn 880 . .` 8f 0 --------------- -� \-6" PVC SAN. SEWER FORCE MAI 1 " PVC WATERLINE 850 Y 850 N N N 0 840 �_ � � �� . � _ �. 840 N SCALE �- HORIZ.: 1 "=40' PROFILE L AMI 7M/ REA1. LVERTO a 1 ' 10 _0 830,uiO CnI �,c?goVESISto4e IJ-- �•�ALk�jyS' Uj 2m REVISIONS No.C33�760 6 3�io2 OFF-SITE SEWER AND WATER EXTENSION U_ Exp / N0. BY DATE DESCRIPTION r c'v D DRAWINGS A S S O C Q A T E S EL. CAMINO REAL -r- STA. 32+00--41 +00 j E OF A�� neon Associates THESE D WING N WN WHI IN PART HAS BEEN PROVIDED BY OTHERS.NO WAR ANTY S M OR 1 D TO THE CCURACY OF THIS INFORMATION. INDEPENDENT E N G I N E E R SCITY O ATASCADERU, A qVERIFIC ION SHOU BED STO FUTU,E PLANNERS 0) SURVEYORS r 0) JOHN FALKE EN RCE 33760 111f E EXPIRES 6- -a2 12 14 99 364 Pacific Street San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.G.E. 33760 EXP. 6-30-02 DATE .. , (805) 544-7407 DESIGNED BY. DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: LRB LRB SJS 990533 1" = 40' C4.05A -------------- CA/FILENAME OS----4.05/SHT CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA CARRIZO R Cl 79.20 1300.00 03'29'27" C2 107.24 1000.00 06.0$'39" C3 124.47 500.04 14'15'49" C4 288.90 800.00 20'41'27" C5 93.52 1000.00 05'21'30" CA INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. 1 g INSTALL WATER MAIN A MINIM!4M OF 5-FEET FROM TREE. g C6 104.99 600.00 10*01'33" ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL C7 395.19 3800.00 06.00014" NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. 7''"C8 403.51 2500.00 09014'52" + TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN C9 245.83 400.00 35'12'4 2 AND 4--INCHES SHALL BE HAND CUT 1117H A SAW. 2 AND 4--INCHES SHALL. BE HAND "CUT WrTH A SAW. ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL 0 40 80 C1 o 335.11 1000.00 19'12'02" `ti, REMOVE EXISTING TEE & THRUST BLOCK NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE + C11 166.63 400.00 23`52'-Or � TUNNELED OUT THE IMPROVEMENT. ROOTS BETWEEN� INSTALL 6x6 CROSS. SPOOL AS NECESSARY. 1 INCH =40 FEET i C12 155.51 375.00 23'45'3fi" « 2 AND 4--INCHES SHALL BE HAND CUT WITH A SAW. C13 80:26 2000.QO 02'175? INSTALL 1.4 x6 AND 2--14 GATE VALVES C14 254.40 600.00 24.17'36" - � � - ,�;�"ER LOCK BOX PH � f :7; 3 z C15 127.32 5000.Q0 " -�- - . .. - 50+75.0 0127'32 < G YUP - '�"` "�°� -- ,.... : IN TALL 14" GATE VALVE Z c� I I 15" LO G GD POLO ..._ ..... W � -- 2� « - 2� - - _ n „ 3 -.�wMX UP w 0 JP 6 �.,.�.,., C SIGN6� ��,. � _ w~..,�,,. 6G -- � � � a� „ �... E.R�- '�7'I � � � 4 0 ��8 ry « C ai 67 ,E ty Ile Z 41+00 w f - }- _i _ 41 IE_ d 43'00 44+00 45+00 46+00 1 47+00 2 w 14 � ----- tl� ---- - . t; ._. - '° _�.. + V i + - �---- - _ s34� .5 � i 4800 49+00 Q+oo 0 51+00 - � (ft --�#.�.GAS----M � 7 ..`"' S'S'tU g* aum B« - I - - I __ _ _ - ,..to 0X41 -°~-�.--°H.P.GAS M-�-%1 q'� N.P 0" -w-- ______� 6" S5iF�1 l-- t.:.t PH W-""� _ -- - _ -�L _AL _ _ - - - .Itl,, 0� - H.P.GAS-- _ _ �0�www _ _ ___ _. r s' t __ _ SSFU """"'"""'"'"""^. uv) w _ LId __w„ ip� _ 0 N.P>G7A - --w- --- N.P.GAS - w Opa '. M H GAS - - « - - �.. _.._._ ..,r w. w�, --�H P GAS�-- --- - 6 6" G 6 PH --- - PH PH P �__._.___. P#P - _ PH P.GAS---- i 0" H.P.GAS 10"' ----HRGAS---� JP STA 42+29.75 CL INTX �,_____ O 6" . C 6" _ _ C 6 _ � 0, _ 6� , ..___ _ -- � w _ - € --} 10 WOJP EL'CAMINO REAL & CARRTZO JP JP JP 9 PH 0 - A 6 ,. 4 6� _ _._ 0 � wit I d J _Uj SS- x- 9 d 0 JPwm ((yper' �p �"-"'J.[#( ��------� ----. ,,..... .....�,I >� ''� JP �..«2 �i) d 6'1 ..1�41I•"'�-.-.iVY�i IA I �II•... '� .t .�.A YWIII.Y � !1.III.NO'!•• / � M k..i � . �P ( e,V JA FIs IIIID rl� um.°r.^^*'mva.aw*+.ssrww('iawww.v..r.wwe P H"'N E BOX SEWER FORCE MAIN TO BE INSTALLED BEYOND - EXISTING CONCRETE STRUCTURAL SECTTON: EXACT CAUTI0N: "-HIGH -RISK" -FACIUTY. LOCATKW MAY NEED TOBE COORDINATED Wr w POSITIVE LOCATION _10_ TFWC7T10N� ROTES- CO T+IE -DESIGN- ENGINEER IN THE -FIELD. CATION METHODS PER 4GON CALTRANTS PUBUCA11ON *POLICY ON HIGH AND LOW RISK INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 UNDERGROUND FACILITIES WITHIN HIGHWAY RIGHT OF WAW. INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 INSTALL r BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATERC70. STAT. DETAIL No. 1-13. O INSTALL THRUST BLOCK PER DETAIL A, SHT I40. C4.TS. INSTALL P.V.0 SANITARY SEWER PER MANUFACTUREWS- SPECS. &-CITY OF ATAS: STD: 70-2. (D INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. NOTES, $ MAINTAIN A MIN. VERTICAL SEPARATION OF 12« BETWEEN INVERT OF EX. WATERUNE AND TOP OF PRO'. FORCE MAIN. 1. EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED STATION OF 60+00.00 AT THE RECORD CENTERLINE INSTALL b" P.V.C. -C900 CLASS 200'FORCE MAIN PER MANUFACTURER'S & �Y OF ATASCA�DERO STD. 702. INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM-STAT I(W 1'F+00.00 TO STAT 128+-07.52.IS A CONSTRUCTION CEMM;UJNE-ONLY AND IS NOT PU,RECORD INFORMATION. THE. CENTERLINE 10 SEE UTILITY Co. PLANS FOR INSTAU AT40N OF a GAS UNE. CONTRACTOR TO CO ORDINATE WITH UTILITY Co. SHOWN FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED 1l T'H AN 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY 11E IN LOCATIONS AND SHALL CONTACT EQUIVALENT STRUCTURAL SECTK)N-, OR PER SOILS & CFTY ENGINEERS' SPECIFICATIONS. DESIGN ENGINEER IF CONFLICTS ARRISE. INSTALL fIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. ELC A M-I 'N"' 0 PNm**-E A L �g INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. 14 INSTALL 2" VENT-O-MAT AIR/VAC RELEASE VALVE (MODEL #054R6X1021) IN PRE CAST SEWR MANHOLE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.T9. 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL -BASE. -RISER SHALL-BE EQUIPPED WTH {QUI A Y CK £ONNECT CAMLIDCK NTH -CAP. -SEE -DETAIL, -SHT. C4.19. 41+010 42+00 -43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 9-00 .. 890 890 �: r. � 0_r*_ 00 too 880 z *2 880 _ ' ��- W .c Mma. + + 00 EXISTING GRADE T CL .870- Baa ' $70 --.- + Ww d•v' i N �-" z>: '� �►> igzz 860 1 MIN. CLE"AR"ANCE _'�: 12* MIN CLEARANCE S" PVC SAN. SEWER FORCE MAIN 1f'" VC WATERLINE 850 850 A 0 0 840 840 CD SCALE HORIZ.: 1 "=40 PROF1 L. E IN fREAL IL VERT. 0 ,-f _..., R E V ISIGN S OFF--SITE SEVER AND WATER E-XT N&ON NO. BY DATE DESCRIPTION 00 w E L. C A�A�1 N O REAL. -- STAB. 41-+00--51-+00 ASSOCIATES f"" _ No. 3 ENGINEERS CITY OF ATASCADERO, CA PLANNERS SURVEYORS 12/ 9 364 Pacific Street rn Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE rn (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: o LRB LRB SJS 990533 1" = 40' 04.06 ry CA/FILENAME OS-4.,Q6/SHT SUPERSEDED BY SHEET: C4.06A 400 0 CENTERLINE CURVE DATA CARRIZO RD. CURVE LENGTH RADIUS DELTA C1 79.20 1300.00 03'29'27" C2 107.24 1000,00 06.08'39" o ' C3 124.47 500.00 14"15'49" C4 288.90 800.00 20'41'27" C5 93.52 1000.00 05'21'30" INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. 13 INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. 13 C6 104.99 600.00 10'01'33" ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL C7 398.19 13800.00 06°00'14" NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE + TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN ?� C8 403.51 2500.00 09.14'52" o INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. o 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. 13 ALL ROOTS 4--INCHES OR GREATER IN DIAMETER SHALL ICA C9 245.83 400.00 35'1247" . .� REMOVE EXISTING TEE THRUST BLOCK NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE + C10 335.11 1000.00 19'12!02" � � f INSTALL 6x6 CROSS. SPOOL AS NECESSARY. TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN STA. 50+75.0 ® C11 166.63 400.00 23 52 07 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. �� " 2 INSTALL 14" GATE VALVE I C INSTALL 14"x6 TEE AND 2--14" GATE VALVES w - ,, '^e C12 155.51 375.00 23`4536" , 4,, C13 80.26 2000.00 02"1757" __�.$ ,_. ,.�, - WATER LOC X �H -_ ~ J 12 STA. 47+50.0 p�. r� � 3 C) " �� z C14 254.40 600.00 24'17 36 C15 1 127.32 15000.OD 01'27'32" GU ' POLE m Ljj Lo y L+++y0 .�_.._ r/ .,,.,.w»....,.. ..-...._..,.,_.. ,........-«,.. .....-ww,.,,,.». .» .w .....�.....,.«.,. •°F ,..,. ....,,..,«._ ..M _....«.,,...... ._».,... ., ss i n ..,..--.-.,.,......_K...,.,_.,rr...,,,.-»._.., ..,„... f( .,...�,...�-»..�..,-...,,.._ as t,J 4"" *d� ` �q �..�,.. �.,: jP ,..,.�.,.,.,, ®t- Lei - 4 3 _t3 13 _4 ___ i t r < 13 " .^^ ..,...»-...... .............»,.,. »..._..�-..,.._ .._...»-.„. k� .,..... .....r..,.......», .o„r,..,.-^m,w.w. "`sv'"' ,,.�„ ".«,.....,-,,.,.,..._..,. *° .. i,:� .,,,.«. ..«....,.,.... J ...-.........,... _--"...,....» d 'P� f z a W /""'� ® '"""'_ --�"� . µiv _� w __ _ .. - _ �; - _._. _._._F_„ __,._� .» ..» _ I _ _ I�`` Tff_ fit I•-- i ___ 41+00 S4'21'46"�42+00 -A 43+00 44+00 45+00 �' - t4 t4'" �W" I m-�� - W "�"" W M i -gyp I _' -�- I -- - + 46 00 1 47+00 534"19' 3"E 2 1 48+00 49+00 a r 0 6 2 S I I .� { 1 I . �0+00 �+oo z W011 I _ __ y _...a _ _ tp05 ��. �„ �V h..€sA 1011 1 f m _ a px __ �a' � 3 L A 1 //� ....,..,, ..o-...r.u....,... .w.,»»..+.-.++ wr-m......w.... +.w+e3 ..... --rw.+-,,.,, Y'R 7 n.............�.e" .......-......d.... ...u� ^6 --.».+-+.w ...-r.v.-+.,w. --,....w....... r-..+........w. ,«.e,_.«nw a I`1.f:47 •,-an,..«. w...,`r iudxy ... P$.{'�o 7Yt5:3 r.....,. ... .,- - ......�,....R PL°9.w..u....++....... +a«..........,.. «w... _......,.... ....rm.....«., »......n ��..-w.«....«,. M w..+..a"r ' Ww1 il- M 6 �.(1��, _ _ 6" -7_-, _ � _. ,. __._� _ qa _ 14. i 1 A_ _� _ �). .,«." "" _ -� -� 1 t 11.111:,5�.w. _�.� �r� �._. _ggip�_�A5 ._. __� tai_ 1�?�.,... __� �( «r._ � K. �. _._. y W �// AS erM \7 N � „m...«....».. ,.........,.... ` »..,...,...,.. ..,..e...«... «,.M.•.,_ ya nn .-...,,»....>.. -.«..»,,...<...,.. «........,._.«. ..,.....,.......,. .„, ..« '" S!'� ,,....... •,r`'7, .� m,...........«.. ................_.. �.9''.� -._...... 71�__ ,....,,,...„. 9 .,...«.... .......�.«.. ...... ..,.,,..,w,_.. ..-^.+"P »� .,xf: "' --... ......,._.«..,F3..F".:4 ..."....a 8 ® . $tea ..,..,... 'u`...,..�....T..,.... ....�....._,.... ......_._.,�... _.....,....._.. .,,...,.«,..... m. --1..._...d.,. �_ ,�. f'� _..-,.,« i. .,_ ....__�.......,. ._..,.,�....., 1 ....�. .. _.rs, ....._.... ,. STA. 42+29.75 CL TNT 6" _._ _ . w «. d .. ..._ _. _.. __ _ ,....._ ., _. _..w_ , ... « _ _ _� _ ._._ __�_. _. _� _w�,_ _. _,,._ _«,._ _ ....__.. _a._ _rw _.� #. _ _ (/) z1 JP EL CAMINO REAL & CARRIZO JP �' - fSFM� _ _ _. .�_ .. - _ _ _, ._ _._. __a. _ ,, _ W Al q�^ {{//ryy ¢ { i S S 0.d 4 '1..A' t.�}. i^NkS '° �y v .,rt ..,...,-,. .....,...._..-.. «,,,,....»,. Fy ,.,.,�.,....... Uj tJFI Uj x_ s .-.-«- SY L ..--......... ....w ..,-osmw�ri�iwrmrir m .mow.,.---a..Mr.. J�I� ■ m�m�mw.....-.www ..... V f Crrw....-.wum....,.. ,�.,^w-.M*.'---• .tio...W.. y w�.,.:.,.,,..wWAws.._.,. a�r.o an.® nw.r..+o..MIND �S$ ; s P-S _ EXISTING GAS UNE TO IN "°` �" �_« LLI ' SEWER FORCE MAIN TO BE INSTALLED BEYOND " " EXISTING GAS UNE TO BE ABANDONED EXISTING CONCRETE STRUCTURAL SECTION. EXACT CAUTION; HIGH RISK FACILITY. IBM LOCATION MAY NEED TO BE COORDINATED WITH CONTRACTOR REQUIRED TO USE BE ABANDONED POSITIVE LOCATION METHODS PER C STRUCTIO N S THE DESIGN ENGINEER IN THE FIELD. CALTRANTS PUBLICATION - "'POLICY ON HIGH AND LOW RISK Q INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 UNDERGROUND FACIU11ES WITHIN HIGHWAY RIGHTS OF WAY". ® INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 0 40 80 INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. 1 INCH =40 FEET INSTALL THRUST BLOCK PER DETAIL A, SHT No. 04.18. INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. N'I)ITEti $ MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. 0 1. EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED STATION OF 60+00.00 AT THE RECORD CENTERUNE INSTALL 6* P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM STATION 11+00.00 TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTIUTY Co. CENTERLINE SHOWN FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. IF CONFLICTS ARRISE. EXISTING WET WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO EXISTING WET WELL WITH A KOR-N-SEAL (OR EQUAL FLEXIBLE CONNECTOR). 1� INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. EL A M I N U` REAL 13 INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. 14 INSTALL 2" VENT-O-MAT AIR/VAC RELEASE VALVE (MODEL #05OR6X1O21) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. 06, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED NTH A 3" QUICK CONNECT C MLOCK WITH CAP. SEE DETAIL, SHT. C4.19. 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 900 �„ �.. .. ,..�. .._. .�.�.. �,� .�.�... ... � .� ... .�. �.... � .� �....� .,. . .. ,,. .. 900 890 ,. � .. �,.. .�... ,. �,...��......�_. _. .-.. 890 Coto 0 o " II z woo w w - 880 wAi 10.2 d 4� z� o 0-O_ tL C -H vv EXISTING GRADE T CL -H OMM + 870 �. �� . �. ,... . ...,�..... .,,r �. �, �_ .�.�, 01;�a �. .... ,�. 870 1`11- Co� a . . ww z WW CA z 860- 860 1 " MIN. CLEARANCE = 6" PVC SAN. SEWER FORCE MAIN \-12" VC WATERLINE 12" MIN CLEARANCE v M 850 850 a. N UU N LV 840 840 I SCALE N HORIZ.. 1 '=40' PROFILE', O E C I O REAL VERT. : 1 = 10_0 830 - 830 I V J /Vo. , m R E V I S I O N S txp• o No. BY DATE DESCRIPTION OFF--SITE SEWER AND WATER EXTENSION o, FoyIVIL �. ORD DRAWINGS A S S O C a A T E S Elm CAMINO REAL -- STA. 41 +00-51 +00 + oRN` on Associates CITY OF ATASU"ADER0, CA THESE RAW{ VE INFO TIONs WN WHICH PART HAS BEEN PROVIDED BY OTHERS. E N G I N E E R S d NOW RAN {S ADE O IMP ED`A TO THE URACY OF THIS INFORMATION. INDEPENDENT 01) VERIA ATION'SH LD B ADY P 0 Fu R -US P L A N N E R S P SURVEYORS 0) rn JOHN F sTIEN RCE 33760 DATE' 12 14 99 EXPIRES 6 30-02 364 Pacific Street San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE (805) 544-7407 O DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: LRB LRB Sol 990533 1" = 40' C4.06A CA/FILENAME OS-4.06/SHT DEL RIO ROAD SEE SHEET No. 04.08 CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA r Cl 79.20 1300.00 0379'27" C2 107.24 1000.00 06'08'39" w' C3 124.47 500.00 14"15'49': C4 288.90 800.00 20'41*2702 C5 93.52 1000.00 05' fi'3Q" 2 C6 104.99 600.00 10'01'33" 0 40 so / t,;<y C7 398.19 3800.00 06'00''14" "'''f C8 403.51 2500.00 09.1452" C9 245.83 400.00 3512'47" .11 100. ' -� 1 INCH =40 FEET ,� C10 335 1000-00 1912 02" GUY GUY POLE � u C11 166:63 400.00 23'52'07" 50+75.0 JP ~' C12 155.51 375.00 23'45'36" 2 IN "PACK 14. GATE VALVE �,.. 55" EU ,.... ..►�w .... ...� JP 96" EU -- -`". ,� N '" C13. 80.2.fi 2000.00 02'17'57" G FIBER- TIC SI N ~- � / � C14 254.40 600.00 24'1736" .� STA. 56+50,0. -- ..,,, R'z C15 127.32 5000.00 01'27'32 a� pya a y V ' �......_..,..- ,......._...,... etas _-.. .^_'•-" { CS ....� » 's -.-.,.�...,_.... ae (; POLE. � ��3 Y .�,,,VF. I t_, l � _.._ I- 'S3A .'"' ��{ w 3 �- -�w � �q � � t ;w53+00 9 54+ p ' �"' -_---- ri- .�a ®,, Q / . 52+00 _ -�_- 8 Ss+oo �- -- '�"" -~ �- `� (4,` , "� ,.,, a � STA. 60+10.95-10.8.'. 51+00 ya 3 E I _ _�`_` _ __ I _ i4"� _w. -, -- IB -OPTIC SIGN77 T .... � x x ILL (� .. 0+00 _��- -- --------- s ...__._. ..... -f- 56+00 2 -- w w `"- = . j° R=50,0' HOT TAP EX. 12" WL -�-----"� - P cAs-�-�- o" H.RGAS--�- ----1 o" _ _� s ►t --1- _ _ 14" -r..�.-�__4 -� - L-41.7 ' W I" >8 --H.P.GASS as _ a PH Phi -- _ PH ..- _ --._...-- �__ pp W �` .._..., D=4'46 42" - OD 10" - --N.P.GAS -- _ - _PH -�" v "w �- Pi i -- � _. _ �y� �_ �, � _ _� a �„ � PN - _ P _ _ -•..0202` �g�,= _ � •...... 0 --SSW T """'� ----�*^.,• w 'L CATV w . IV), PH �- _ - PH � � � 6� � --�- � �� - r � --w_ __r°� �' ��- �~--- �s � � 6" -� �� - � ~_ Pit �--.�. H.A.GAS g -_ �"r-`- _ t- 58+p0 ��j w � y� y. 89 ..rw..,•q,„.,., s9.,n,.,,.,,......... ......�^.^°^ ...+-.,...... »�......a �v,.."..."'.....- .,^^......... +...,...-..,,,... 0202^-....., � 1 .,...... 'f T 2 .www--+ ..............�.• ......w - TM �w o -_ JP 0 JP _ -�- _� - -� RRGAS'7 - = S 5 5' i"E _ 5g 0p ST- 9_+9g 1 9 , w c � Uj to JP n JP ate. .... ..... .... R - Baa t-s PH�-_ o _ ---.... 6 45*.Q 3�,9 R . �STA. yt� - - .,,. .- N '"..' 0202 S5 r _ --- _ ..GAS --__ 6 �,!______ fiO+Cb EL CAMINO2E _..,J .... --» a .... ! " --- - _PH-� _ �o�_�� 00 STA. 10+00 DEL RIO ROAD STA. 54+00.0± CAUTION: "HIGH RISK" FACILITY. °� �" --€ --. � s -- H.P.GAS� e. 61+00 0 f ^^^.„� 0202`"..-w.„w,,, `^...,.--... ' 0202^^-- ar + CONTRACTOR REQUIRED TO USE �--- ..... „�,,, - � r 10 C04 POSITIVE LOCATION METHODS PER --- "--` -- ---- � -HPGAS P CALTRANTS PUBLICATION - � i"X. S'S. LIFTLSTATiON «..., SS .�.,�'..,.,`� 4- �....._ �'N,._--.M,__ w"``?�y"-,-•.-..,.. .....�„ "POLICY ON HIGH AND LAW RISK --._. "` _ -� _ SEWER FORCE MAIN TO BE INSTALLED BEYOND .-.. _: �` ' (�'"� UNDERGROUND FACILITIES WITHIN - "" �----` :: --- � �- CQ& . TR t✓CTI ON N QTE n EXISTING CONCRETE STRUCTURAL SECTION. EXACT � GUY M r SS HIGHWAY RIGHTS OF WAY". LOCATION MAY,NEED,TO BE,COORDINATTED.WITH - °" - 1 INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 THE DESIGN ENGINEER IN THE FIELD. 2 INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. STA. 59+93.15-11.00' RT. { 0202) 6 --45" MJxMJ 3 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111Q 4 INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO 'MUTUAL WATER Co. STD. DETAIL No. 113. , o FF LES RIC. BOXES) V INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. 0 T � 6 INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. o O INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO.STD. 606 .&.608. DEL RIO ROAD MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TCN' OF PROP. FORCE MAIN. Q INSTALL 6" P.V.C. 0900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS do CITY OF ATASCADERO STD. 702. 1 Q SEE UTILITY Co.-PLANS FOR INSTALLATION OF 2" GAS UNE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. 1 INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. NOTES, INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. EL C A M I N' U" E A L 1. EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED STATION OF 60+00.00 AT THE RECORD CENTERUNE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM STA11ON 11+00.00 TO STATION' 28+07:52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE CENTERLINE 14 INSTALL 2 VENT-0-MAT AIR/VAC RELEASE VALVE (MODEL #050R6X1®21) IN PRE CAST SEWER MANHOLE SHOWN N FROM STATION 28+07.52 ON IS PER RECORD INFORMATION. PER CITY.OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN 1 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. �06, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED NTH A 3" QUICK CONNECT CIMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 900 900 890 890 00 C4 aU� A 880 W 5Z. 880 d m -300 c�� O x>-� >i EXISTING GRADE A CL rn Q iv w w w + �. ry W_'..a. © Xa. z tv Pl. 870 870 ©'Z a" CoC40 LA_ Ul w A!p ..... �.. �. ..�-_.�....-w -.° 860 860 � sbl1 �..�-J ,� 6" PVC AN. SEWER FORCE AIN 14 PVC WATE x. -12" MI . CLEARANCE 850 850 N t'W 0 0 840 840 Q SCALE 0) HORN.: 1 '=40' PROFILE.' OF EL CA INO REAL VERT. : 110830830 O V) a J R E V I S I O N S _ OFF SITE SEWER AND WATER EXTENSION FESS NO. BY DATE DESCRIPTION � a�/ j c K F i - AS SOCA Q AT E S EL C AMMO R E A.L -- STA. 51+OG--61 +00 U ENGINEERS ® d Epp. / CITY OF ATASCADER0, CA X �„� *k PLANNERS ►� 0 erT ClVli. �y�Q° SURVEYORS 12/14/99 q .Q CAI�r "" 364 Pacific Street ,, `aan Luis Obispo, ca 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE k (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: LRB LRB SJS 990533 1" 40' C4.07 j CA/FILENAME OS-4.07/SHT SUPERSEDED BY SHEET: C4.07A 101 DEL RIO ROAD SEE SHEET' NO. 04.08 CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA C1 79,20 1300.00 03-29'27- C2 107.24 1000.00 06008'39" C3 124.47 500.00 14'15'49" 1 10 C4 288.90 800.00 20'41'27" J C5 93.52 1000.00 05'21'30" v' `" C6 104.99 600.00 10'01'33" C7 398.19 3800.00 ' " 0 40 80 A. 50+75.0 "" ST " °" C8 403.51 2500.00 " � ... ��.„u. °�° 09"14 52 14 GATE VALVE 3 ' INSTALL �, °. ' C9 245.83 400.00 35'12'47" ry F �: C10 335.11 1000.00 1 g'12'02" 1 INCH =40 FEET ° e°` C11 166.63 400.00 23 52 07 C12 155.51 375.00 23'45'36" 02'17 57 semen $ t.., P4 w�.r. .� •ie• � � .. �,, ELI �E ' � ~"i..� � ...,. �� ! �t �:,� �1 ��` C13 80.26 2000.00 " JP ~-� ni 1� f C14 254.40 600.00 24'17'36" ;' E TIC S, , •�`� � #�§BER �-= J -h5®.® W -•� � ,�;. 1 STA 5s /tea _�_ _. w,^ ; -�. o C15 127.32 5000.00 01'2732" 1 _ .� { ,.� - �_ j a POLE "', /+Ir � $(} UJ wM .,..«.-,.« ., ........ "' ..-..�.«.. .«.v, ....,...-...-.r-. ........... V �r...,, „� 6. �� ...«..--.....,.,.. -„.....-.,. pp/'-...w,-........4�Y ,.'1-.,,.. ................ 4f ,d''.-."'"h �yy 4.d £ } u" ✓'. TL » w " " . 2+00 .. � �_ � � -- ' $ 55+Q0 tom 14 51+00 'S3-4-193- "E� __ 2 TEE ®#� I 0+00I - _ JJ -- „-a �,_ -wN _. •"... M tl ��,... J 4 i - ti- + f 4 � w -- �° .� # F�I��., �-0�°r��., �,�. ��' � �TA.x60 110.95-10.8 LT. 11 -- 9 56+Qp ..... .. _. _ y HOT TAP EX. 12' WL ,. O Z4 ___ _ _ y _ 00 _.., p}�y q + ---- "'----- _ M pAlf 73 q R-500'{ , z a ,.--... 3a»...*.... ....mow........... ...w,.....^.... SP»S\}M.... ....-...... ..-.»-•-..a. ,..-.,.. 'R f4 ..w i �.�i.SKr i ''`� R m Y$_ ' •8�6► .rb' � ^• L'= .7�.r » W ..� � PH,---. _.�..�... ____...m H _�.� �.w.w_ __....._ �� ._. � _�- �_..�., ..,... _.._._�- gay -.�.�~~. .. �.� -- 57+0p w� w,...,�. �� .... ..�. ., ._..._ D�T44642 �-- R. ..-........,... .........r..„...... ...,.......� b'a.T.ISS _,...-..,. „......w«a ........r.......... 3.�$ ....w...r,r«, ..._.,.,.....,..... ._...w �'_............._,... _.-. .,_. „_ t .,>,.. E""¢. '^�..«....,_. ,-..,..«..,.,... °�m...„n.,., a¢ » "'_^«,»..�.... p.4,j..... w•m....-„ CA 4°3� _......,.,.-.... ��t _,U 10� _ PH _ _ Ply w ,> - .,. 13' -_ .� _ w P �� _ w '^-t 0 _rww �. �.. � _ 1 19 7 w.M. s,.� w , a �1 /� -- PH � ��- - Pyr_ �.w _ � ., �.._�. _ ..._. � .� � _w_ _ � � �� _� -. �� w�� - . ��._ � .. � _ � � � - �----_ � .��s _ �.. g ry f- ___ � 58+00 ;�. W......,r,4,,,�_ � - rr. �_ 2 rte[ ..--....«....._ w..«.....,. ..».. », r"`. 6 j ...».. ..--,.,„,.»r» w,-. ...-,,..,.......-, ^• F', V, ,......r......._. .-»......a.._. ,.....,�. �+. -,.... �"+ ....»...-.,..., .,....... ,.... ... P (f ,w.r f",Jy ^..«........, r_ .w...rayyeq .",.....+.. ...*•' ry g� Ld W w JP JP ... .. _ r.,,"'"' s sit �._.. _ PH _ � �.. ~`� >a�� .., __. __ �m. S25 p •p1�E� 59+100 �`A. 59+98. 3 �� - J� toJR JP _�.�. �» _.w » F fi �45, 16- .99 RT W M w.. • - ..,.. .... "..` °..,, --. ;,,�--- w � _. _ _ t _ `~`t--_-,-_ 6 Q Q STA. fi0+00 EL CAMINO #EJB LG-T .� .� ..... CK ..... ------... �" . P _. Yu -- € STA. 10+00 DEL RI71 O ROAD Uj ii digSTA. 54+00.0± CAU11 HIGH RISK" FACILITY `. °.. r _ ---- -F---- _ 61+00 0 ha 1� CONTRACTOR REQUIRED TO USE .�„ J8 - s -� � � + POSITIVE LOCATION METHODS PER .m » 5 �. . _ - _ ws CALTRANTS PUBLICATION -- M " S 1 U C"'T 1O" N 0 TE "POLICYEX, S ON HIGH AND LOW RISK 6tr � `' 4- ST . � -°� SEINER FORCE MAIN TO BE INSTALLED BEYOND � w�w� UNDERGROUND FACILITIES WITHIN • EXISTING CONCRETE STRUCTURAL SECTION. EXACT �'� �'" Q� .�. � ..� a�-..--..�.��- 1 INSTALL P.V.C. WATER MAIN PER MANUFACTURERS SPECS. & ATAS. MWC STD. DETAIL No. 102 HIGHWAY RIGHTS 4F WAY". • `' _ LOCATION MAY NEED TO BE COORDINATED WITH -.. �C, _ h - 2 INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. THE DESIGN ENGINEER IN THE FIELD. y 3 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 STA. 59+84.15--18.00' RT. -45* MJxMJ _.. w INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. J f y INSTALL THRUST BLOCK PER DETAIL A\fj , SHT No. C4.18. / T1P'AFR D 'C"FR1C BOXES) INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. © ^ � t INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. %' I �$ MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. F MAIN, DEL RIO ROAD INSTAL. 6' P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. 10 � UTILITY Co. PLANS FOR INSTALLATION OF 2' GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER EXISTTING WET UELLtISEW 111.1 XA KOR-NN-WET SEAL( EQUAL CORED. CONNECTA ).SHALL BE CONNECTED To 1 INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. NOTES, INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET 04.02. EL A 'm1A I N 0 REAL 1. EL CAMINO REAL STATIONING IS BASED ON AN ASSUMED STATION OF 60+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE EL CAMINO REAL CENTERLINE SHOWN FROM STATION 14 INSTALL V VENT-O--MAT AIR/VAC RELEASE VALVE (MODEL #05OR6X1O21) IN PRE CAST SEWER MANHOLE 11+00.00 TO STATION 28+07.52 IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. THE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES CENTERLINE SHOWN FROM STATION 28+07,52 ON IS PER RECORD INFORMATION. RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN 1 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' SPECIFICATIONS. IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. 06, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 900 �.r. � � ...� ..,_..-..�... �.�.�. ... ., ,, .�. ,. _� .._�_....� ...�.�... .�.... ,_,._. .�.�. .._.� 900 890 � � _ _ �� w -� _ - 890 -H X 880 W _ 880 x � �- -� `o� 7'� WNL ®�� 00 �'�� Q w EXISTING GRADE A CL--\ � + W jE w 870 r ��,__ Q�' ® XF. 870 ® p�®X 8 (n x _j Ld 3 +��l� �� (n to k- NUWti. 91Z z 860 . 860 -, LJLJ 1 " �6` PVC AN. SEWER FORCE AIN ry 12 PVC WATERLINE w U -12" MIN. CLEARANCE 850 _ 850 �,)W ESS/o �'VALK, ` rn �� cv , 2 rn 840 840 r� No. C33760 SCALE Exp. 6/30/ 9 V ♦ dv.A O 1 V R°'e.. `°#r a d P`. ..•i ,R`CN CIV 1 1. �i mow.. 4 °• :+3# a; 'r+fi u" ., r PPRIFILE'.' Cl L. REAL1 $= 10 RECORD DRAWI Uf LVERT. v 83® �"_ �" 830 f�e Cann Associates THES DRANhN S HA, { INFORM ON NMICH PART HAS BEEN PROVIDED BY OTHERS. NOW RRAN IS My E OR ED 0 THE A RACY OF THIS INFORMATION, INDEPENDENT VEF FCA11ON 1 HO D BE AD PR TO FUTUR USE. fill 6 a i JOHN FAL 5T1EN RCE 337 o DA J EXPIRES 30-02 I-- A Uj I R E V I S 1 0 N S E OFF-SITE SEWER AND WATER EXTENSION I NO. BY DATE DESCRIPTION d 1 aimon �> A S S 0 C a A T c S EL CAMINO REAL - STA. 51 +00-61 +00 U ENGINEERS CITY OFATASCADERO, CA 0 PLANNERS SURVEYORS °' 12/14/99 364 as Pacific Street Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE (805) 544--7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: i' LRB LRB SJS 990533 1" 40' C4.07A CA/FILENAME : OS-4.07/SHT CENTERLINE CURVE DATA CONSTRUCTION N CURVE LENGTH RADIUS DELTA C1 79.20 1300.00 43.29'27" O INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 C2 107.24 1000.00 06'08'39" C3 124.47 500.00 14'15'49" O INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. C4 288.90 800.00 20'41'27" O INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 C5 93.52 1000.00 05'21'30" C6 104.99 600.00 10"01'33" �¢ INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C7 398.19 3800.00 06'00'14" C8 403.51 2500.00 09'14'52 INSTALL THRUST BLOCK PER DETAIL A. SHT No. C4.18. EL CAMINO REAL C9 245.83 400.00 35'12'47" C10 335.11 1000.00 19'12'02" SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. SEE SHEET NO. C4.07 � © INSTALL P.V.0 SANITARY C11 166.63 400.00 23 52 07 I I C12 155.51 375.00 23'45'36 O INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C13 80.26 2000.00 02'17'57" " 8 MAINTAIN A MIN. VERTICAL SEPARATION OF 12 BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. C14 254.40 600.00 24'17'36" Q 0 40 80 C15 127.32 5000,00 01'27'32" 9 INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702.� O 1 INCH =40 FEET 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT 4 O DESIGN ENGINEER IF CONFLICTS ARRISE. 1 cn � 12 INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. I AT o Q INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. INSTALL 2" VENT-O-MAT AIR VAC RELEASE VALVE MODEL 5OR6X1021 IN PRE CAST SEWER MANHOLE + i PER CITY OF ATASCADERO STD. ►606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES ' RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. i INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER OBISPO RD �5 IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #06, ON RING FOUNDATION WITH GRAVEL STA. 2±90.43- JP BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. 6"-45* MJxMJ R=500.00 ' L=40.71 " / � °l D=4'39 55 8 GUY )/� i� Jp C FORCE MAIN JP JP 47T)R VAIV WY JP 0 07". TR Gf GUY 14 S , 18+ 5.0± :.. ter, .�� aw.�.V '� �. wrr ows ro.� .rte A� arra Amo www suss .we wn..r a�� .�w�. wn.�sa .w.w.r w�.w. a +r.rr P' ter. ww. STA, L .� .... .. ____�_ - 9 Ian MB _ __ SIGN � �-�--� � --� �_ � •rte �'� Tyr== T _w_ _ _ _ -� 2p �- - G- .. --- r►. T-45* . G G 2 �' w w $ 6 -45 MJxMJ " s" + o, s"- �"" SS s" __ +uu��NC�34'54"E E _;_ __ i� i °M ---- _. . _, , __ - _ sw ® W 1�� C' ' _ W __ _ W �_ _ b4 W Q" �- - - M - -- - - -M- ter-- M � J _ I'VIGN ,''`• < c T ° sa E +S l..L.. cJ �, „�,,�„ ,:. ,�. ;f JP GUY 08 ! `� 10 LO , •":.1"`?"� ..... ..... .r.r. ..�. ...... ..r.. ..�. �.. ..r. ..... .a.... , '' `- �� .�... ,...,. �... .r... ,.ate as.ar ..,r. ..... .rr.. � ,da =F 12 TR LI..I v, -.,�'�, 6 � 0z . }t 11 Fy w 14 x12 x12 TEE w HOTTAP EX. 12" WL o to y ji g (1J two } 0 v' t S A. 1 00.00 DEL RIO ROAD= 0 STA. 6 00.00 EL CAMINO REAL y 0 i a NOTES EL C REALDEL RIO ROAD 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTIUTY INSTALLATIONS SHALL BE REPLACED WITH AN. EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 910 -----�--- 910 900 900 w z 890 $90 a z 5 + Cn $80 � IR z 880 toN EXISTING GRADE AT CL .,,._., 04 Z oto -- 12" MIN. CD 0 ------- ta. CL $70 870 .- �. - - �r I X1 .a ..... .._ .�.. N® �'p _._ -a,- ~.. `�.".... "... _""" .----- EX. 8" WATERLINE tow z t- N � - �r___4 FORGE MAIN ..�..-, ..... �. ,� .._„,,.. �. .-..M. .. ...- .-.._.- _._... �- ------ SAN. SEWE ,�...,'�.`.�.' -, ,- .,,._.,...,,,' - - ,. ,- ..�-.` `.�.�...` 6" PVC x - ,,.�. ._...�. 12 M N. 860 -860 SCALE H 0 R I Z.. 1 40 o VERT. 1 '=10' No. 033760' ► $50 850 EXP. 6/30/(02 Civil- r F-LR APRO ILEOF O D �, co�an DRAWINGS � $�® $40 THESE DRAWING HAVE, ORMA TJk N sT , pWN I IN PART H BEEN PROVIDED BY OTHERS. NO WARRANTY I MA ,: R IM (ED TO CCURACY AF HIS INFORMATION. INDEPENDENT O VERIFICATION S OUL M PR R TO T RE USE. 01AV (!� JOHN F �K IEN I RCE 33760 O DATE EXPIRES 0-02 R E V I S I O N S OFF-SITE SEWER AND WATER EXTENSION E S1 NO. BY DATE DESCRIPTION Rd, on o L�,�-` L lr A A DEL RIO ROAD -- STA. 9+50-19+00 ENGINEERS 037 CITY OF ATASCADERO, CA PLANNERS SURVEYORS 364 Pacific Street 12/14 0) Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6--30-02 DATE (805) 544-7407 C .. - DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: 0 LRB LRB SJS 990533 1" = 40' C4.08 ry r CA/FILENAME OS- 4.08/SHT I� CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA CONSTRUCTION NOTES Cl 79.20 1300-00 03*29'27" C2 107.24 1000.00 06.08',39- INSTALL P.V.C. WATER MAIN PER MANUFACTURERS SPECS. & ATAS. MWC STD. DETAIL No. 102 C3 124.47 500.00 14-15'49- C4 288.90 800.00 20*41'27 OINSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. C5 93.52 1000.00 05*21'30" Q INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 C6 104.99 600.00 10"01'33- C7 398.19 3800.00 06.00"14" INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C8 403.51 2500.00 09*14'520' C9 245.83 400.00 35*12'47 INSTALL THRUST BLOCK PER DETAIL A. SHT No. C4.18. C10 335.11 1000.00 19*12`02" Cil 166.63 400.00 23-52'07- INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. C12 155.51 375.00 23*45'36" C13 80.26 2000.00 02*17'57- T INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. 0 40 80 C14 254.40 , 600.00 24*17'36so I --------- ------------ C15 1 127.32 15000.001 01'27'32" MAINTAIN A MIN. VERTICAL SEPARATION OF W BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. mmmmmmm_ kommmommimi 1 INCH =40FEET INSTALL 6* P.V.C. 0900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO SM. 702. 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2* GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. ��p�C Q INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. < 1 14" T 00 W- _ * I - - �p Oo U I INSTALL 2" VENT-0-MAT AIR/VAC RELEASE VALVE (MODEL #050R6XlO2l) IN PRE CAST SEWER MANHOLE of It PER CITY OF ATASCADERO SM. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES Q _ . G RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. 0 0 B INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER 0z 24"WO IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO SM. #606, ON RING FOUNDATION NTH GRAVEL BASE. RISER SHALL BE EQUIPPED WITH A Y QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL., SHT. C4.19. W cn jP INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE' //ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL U13 GUYti NOT BE SEVERED. EARTH BENEATH'ROOT SHALL BE 12" TR TUNNELED OUT FOR THE IMPROVEMENT. ROOTS Ww 8 w . 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. :3 z OTS BETWEEN stIry -lu, 11 - LO x x ' 7 1 K 22)� L02 LO 21 LO 2" OLO P1 018 1 0 20"*LO ........................................ < 47 IGH 25+90, 20' LO 0 - + 33" GUY wm 0 0 30jl P It 0) LO G G Swu 24" LO 24" 3 x fP. 08" LO � 3 ------ ___?jP_ 610 _SSFM 7 z R IO RITA RD. 07" LO (16fA_ 3- 07" 1-0 L SSFm 4- 84 iWr LO I- -------- w V 78 Y9 w 6* PP ql-O SSFM 7b+00 w 3: 10'''C�OLO wm 20"0 16""LO uj V) 10 12" LO UY up Lj AL JP 2916 1-0 12"- LO 08". 1"o 1.0 3jj LO--__� 0 ------- UY 171-0 0 \1 0 L01 8"o LO 1 L C? "7 NOTES A 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE DEL RIO ROAD INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF U11UTY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. 19+00 20+00 21+00 22+100 23+00 24+00 25+00 26+00 27+00 28+00 29+00 910- -910 900- 900 W z w z - 890 890 0 0 < + -H 0 0 0 + N 880 �z ssa - EXISTING GRADE kT CL wo 0 z 5It Amoco= twolmotim- 870- 7870 to 5z w EX yyA TES'ONE < 600 1-7_11w-I FIN PVC . to .. 86-0- SAN -860 n SCALE 0 HORIZ.-O 1 '=40' VERT. 1 '=10' 0 850- 850 0) 0) 840- PROFILE, OF DEL. RIO ROAD_ -840 0 0 V) 0 1-11 _j D R E V I S 1 0 N S I -SITE SEWER AND WATER EXTENSION Ld OFF will, NO. BY DATE DESCRIPTION LA_ annon STA. 19+00-29+00 DEL RIO ROAD �- Ah ASSOC � ATES t ENG I N E E R S CITY OF ATASCADERO, CA PLANNERS 0 SURVEYORS cn C1V1G ' ' 364 Pacific Street 0) Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: 0 LRB LRB sis 990533 1 40" 04.09 ry n CA/FILENAME 08-4.M/SHT SUPERSEDED BY SHEET: C4.09A CURVE CURVE CENTERLINE RADIUS DATADELTA CONSTRUCTION O C1 79.20 1300.00 03'29'27" C2 107.24 1000.00 06°08'39" L'.1 INSTALL P.V.C. WATER MA114 PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 C3 124.47 500.00 14°15'49" C4 288.90 800.00 20.41'27" INSTALL WATER VALVE PEF! ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. C5 93.52 1000.00 05"21'30" ® INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 C6 104.99 600.00 10-01-33- C7 398.19 3800.00 06'00'14" INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C8 403.51 2500.00 09-14'52- C9 245.83 400.00 35'12'47" INSTALL THRUST BLOCK PER DETAIL A, SHT No. 04.18. C10 335.11 1000.00 19°12'02" C11 166.63 400.00 23'52'07" INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. C12 155.51 375.00 23°45'36" C13 80.26 2000.00 02°17'57" � INSTALL SANITARY SEWER 'MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. 0 40 80 C14 254.40 600.00 24°17'36" C15 127.32 5000.00 01°2732" MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BE INVERT OF EX. WATERUNE AND TOP OF PROP. FORCE MAIN. 1 INCH =40 FEET (D INSTALL 6" P.V.C. 0900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS UNE. CONTRACTOR TO COORDINATE NTH UTIUTY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. EXISTING WET WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO EXISTING WET WELL WITH k KOR-N-SEAL (OR EQUAL FLEXIBLE CONNECTOR). 18 ,x° Q INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. kp� 4 1A 14't " � � 13 INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. 00 INSTALL 2" VENT-0-MAT AIR/VAC RELEASE VALVE (MODEL #05OR6X1021) IN PRE CAST SEWER MANHOLE 14. PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES o T" g, am " 'y RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. Z .�-$ --` 4 g� ) 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER I- " i -� "` r' � �°" "`�<"� ..F w. `° �'" ,„ IN PRE CAST SEWER MANF+IOLE PER CITY OF ATASCADERO STD. X�06, ON RING FOUNDATION WITH GRAVEL w - - --a ` µ � BASE. RISER SHALL BE UIPPED WITH A 3 QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. t,J _ - - - - 8. - a i• INSTALL FORCE MAIN A MINIMUM OF 5-FEET FROM TREE. 13 - "°�� . >; ,. ep mow. J .. y _ ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL •. ., ,� -•-� .,.,. . GU i _ "' .�,,. s „ T �'"" '� NOT BE SEVERED. EARTH BENEATH ROOT MALL BE � � � ., LU 6 z � °. TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN _ � � . .-2,AND 4-INCHES SHALL BE HAND CUT WITH A SAW. x 14 s� a IC "� � `� .� g ��r � TA. 25+9 O±1 C C ..._ �ff 11 -- -�-- �5 .�� a T s "`.«...�,a, I" 01 A �.,-..,-.. »......i1P" // �,.�.+y n0 I 9 j 37 • t p 1` �..n 4 ® ,.'.+ 'a ry ¢ �' L f ....r-».»-..•...,... ...--...,..., „_..T.. +v... �/) 3070 L..�,Js •"`'. �.w+, Mrr � _�,,.. .........>.,....». .......,..-.,.,._ ,�',. .........,... �..m,.µ.......µ. _.« ry. XM1 \sires P " ..-.... 45 • ,,„.-"a"2"' , � "--•,.,,,,.,� // 'r.ar ....,-,.„... «. .»..„.,,.,�,.,,;3� �._ � �'°''�+' l.»8J r"6d?a ¢,f�J e"" "°.°" • ",.„, '."." ,, w. ...,« ..,.....,........ .-'^" ,,+ R..,..�,�- ...-^....».. '"'_.."",." �,e..*.. w '^ ... '"®iY ✓."' " L ...,.,,y �i..",,, ry .,.. Ma. "«...^^....,v,^-^.....r..n ✓1t .'."'^ .r ..._...«,..,.u...v.».....« 0.I i4 .ww.•r' p�Wl"e p /e �y .,,,.�.,. ,..�.�.-,•..--•. 'Z,Yy r ., xw.+...'w.rv.. y+ �, �(� @»�,tw...�-,- �YY �� .`„^......,,� ` O t 0 6.$ ) �ro ` �a _ -�"""" l) -.. Fd3 [ 6S (' » . " a ., a ... J E 4 " "' /e� ��T V -__ r l z lkJa ...0 ^^.'w. `.•,..� , ....,...,.r+w., qp .w..w..w.m.• wuim.+ 6 . �^ L,�,«„»..«. +w°. g p Y 4/ .yam. ��oWr/�� RIL ..,.., �,,,d g w .✓ �a �$` �;'«...... � ..,. .-..-...,••,.^ � � �W,„, w,..h. iwn�wi.... Pa ppys�aq p"_ 3C��( yew `"" C�0 7 t VV ~�� m u1g' l4fC d» $� 1 ' 'b„, "i11,�,d.".�'""1.,o as r" - -4.-- ....w. � q i r'y �p rwrw as '*rq.� "E §....D j t�m�w.. t � S"Y�t+� ' w.• ar4'" .s.r w '^��.�w '.d � ® V J ICY r ., _ gib. 7 x W w 29 2 { p� 08". 'ti•.,._�y ,,.....,'� < "`".f •...a.. ....,, xs �� &w�� i..Lt L,9" ll,.. arm deh,�+' ° �l 'f 711- 1��. ' C , s N co Y-1 DEL R I R 0 A N OTES 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO RO/IDS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. 19+00 20+00 21+00 22+00 23+00 24+00 _ 25+00 26+00 27+00 �� 28+00Y 29+00 910 910 900 .. I W z 890 ~ - 890 a Q + Co m N 880 _ 0z Q 880 ._.. . . xX -� EXISTING GRADE TCL O 870 �` `�" �~ CL �_ 870 LO -2 TERONE VC SAN. U 880 N _ 860 SCALE 0- W00i �- NORIZ.: 1 '=40' VERT. 1 =10' N 850 c� N 850 r �+ PROFILE', RIO ROADW-___ _ �-a.. . ® w__w _ _w, ,._m � _ . .V40 "'""'""""`.'..'" •m,..,� ..�,«,,,,....,..,.......®.... ..w.«,«,,.,..«^..,., ..�....,..»._..,....„,,.,«.., ...w»..^.....,.,,.,� .m m....,... ... ...,. .�. ,.... 840 0) 3 a SSIOIV44 a 60 REV ! S ! 0 N S OFF SEWER AND WATER EXTENSION w U-1NQ C33� �2 NO. BY DATE DESCRIPTION X� 6,301 on W Qa a ��``� o ;r� RE 0 D DRAWINGS A S S O C P A T E DEL RIO ROAD - STA. 19+00-29+00 ST on Ass fates 0 C f %DRA NGS ;AVE INF M ON, WHICH PART HAS BEEN PROVIDED BY OTHERS. ENGINEERS CITT OF ATASCADERO, CA ' NO ARRAN IS ADE 0 IM IED' 0 THE AC RACY OF THIS INFORMATION. INDEPENDENT VERT CAT10id SH LD BE AD P R` 0 FUTURE S P L A N N E R S /P9 SURVEYORS 0') JOHN N�TIEN RCE 33760 DATE 364 Pacific Street __ 12/14/99 �i EXPIRES 6 0-02 Son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE U7 (805) 544-7407 rn DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: V_ 0 LRB LRB SJS 990533 1" = 40' C4.09 A Lmmmmummi CA/FILENAME OS-4.09/SHT ' / ` ^ � � ~ � , o- ^n _ �i CENTERLINE CURVE DATA CONSTRUCTION NOTES CURVE LENGTH RADIUS DELTA Cl 79.20 1300.00 0,3*29'27" INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 C2 107.24 1000.00 06-08',39" INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 110. C3 124.47 500.00 14*1549" C4 288.90 800-00- 20*41'27" INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADER0 MUTUAL WATER Co. STD. DETAIL No. 111 C5 93.52 1000.06 05'21'30- C6 104.99 600.00 10*01'33- INSTALL 3* BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C7 398.19 3800.00 06*00'14" C8 403.51 2500.00 09*14'52" INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. C9 245.83 400.00 35*12'47" C10 335.11 1000.00 19-12-02- INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. Cl 1 1 166.63 400.00 23*52'07 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C12 155.51 375.00 23-45'36" C13 80-26 2000.00 02-17'57- MAINTAIN A MIN. VER11CAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. 0 40 80 C14 254.40 600.00 24017',36" I C15 127.32 15000.001 01'27'32" INSTALL 6* P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. 1 INCH 40 FEET SEE UTILITY Co. PLANS FOR INSTALLATION OF 2' GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. NMI CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT CONTRACTOR TO VERFIY LOCATION WERE WATERLINE CROSSES CENTERLINE DESIGN ENGINEER IF CONFLICTS ARRISE. AND SHALL ADJUST FORCE MAIN CROSSING AS NECESSARY. IN ANY LOCATION INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. WHERE 10' HORIZONTAL SEPERATION BETWEEN EX. WATERLINE AND FORCEMAIN CANNOT 0 BE MET, A MINIMUM VER11CAL SEPERATION OF 12" SHALL BE PROVIDED BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROPOSED SAN. SEWER FORCE MAIN. INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. 6 INSTALL 2* VENT-0-MAT AIR/VAC RELEASE VALVE (MODEL #05OR6XIO21) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADER0 STD. #606, ON RING FOUNDATION NTH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. + 3(o t 71,59 INSTALL 2* BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD, DETAIL No. 113. PLACE RISER (A IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADER0 STD. #606, ON RING FOUNDATION NTH GRAVEL TA, 0AM10-5, LL + CID --45* MJxMJ BASE. RISER SHALL BE E I QUIPPED NTH A 3* QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. STA. 33tg�� JP GUY iGN 0 x GUY INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM %lf ___lr_ LL ROOTS 4-INCHES OR GREATER IN DIAMETER 4;-- 8' w < 09. P1 15" PI T BE SEVERED. EARTH BENEATH ROOT SHALL E LL 13 -INCHES SHALL BE HAND CUT NTH A 1 _-, 3 I GUY 07 La 16,11,LU Uj 4 + STAo 35+65.0:k a w 90 CIO LO 06 LO JP JP 04 tl 20"o LO (n STALL WATER MAIN A MINIMUM OF -FEET F TREE,_�g ALL ROOTS 4-INCHES OR GREATER IN DIAMETER % �GUY 4- NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN NOTES 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CEN11ERUNE ONLY AND IS NOT PER RECORD INFORMATION. DEL 'N' 100"'1 ROADW 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLA11ONS SHALL BE REPLACED NTH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS RECOMMENDATIONS. 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 900. 890 890 041 C TING GRADE AT CL Q m 880 z 880 MAO Cn MINo 860- - 860 SCALE 0) Pf cn PROFILE OF DEL RIO ROAD C" 840 __ 840 R E V I IS 1 0 N S -SITE SEWER AND WATER EXTENSION OFF roo NO. BY DATE DESCRIPTION amon 0 STA. 29+00-39+00 DEL RIO ROAD | | m ,- _ °f ~� �z | u- ^^ -60 CITY OF ATASCADERO, CA IN PART HAS BEEN PROVIDED BYOTHERS. NO WARRANT IS MA 11 1 LI D AS TO E URACY OF THIS INFORMATION. INDEPENDENT Ex 12/14/99 ~v^ 364 Pacific Street San Luis Obispo, CA 93401 N FAL NSTI JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6 DATE DAt OF C (805) 544-7407 EXPIRES 30-02 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: � uc 09, P1 u- ^^ CA/FILENAME OS-4.10/SHT L� � CENTERLINE CURVE DATA CURVE LENGTH RADIUS DELTA CONSTRUCTION NOT C1 79.20 1300.00 03&2927" C2 107.24 1000.00 06*08'39" INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC S . DETAIL No. 102 C3 1 124.47 500.00 14015'49" (D M C4 288.90 800-00 20*41'27" INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 110. C5 93.52 1000.00 05*21'30" C6 104.99 600.00 10'01'33" Q INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 111 C7 398.19 3800.00 06*00'14" C8 403.51 2500.00 09.14'52" INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 113. C9 245.83 400.00 35-12'47" C10 335.11 1000.00 19*12'02" T INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. C11 166.63 400.00 23*52'07" O INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. SM. 702. C12 155.51 375.00 23*45'36" C13 80.26 2000.00 02#17'57" O INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO SM. 606 & 608. C14 254.40 600-00 24#17'36" C15 127.32 5000.00 01'27'32" MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. INSTALL 6* P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO SM. 702. 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2* GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. 0 40 80 INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. SM. W-1. 1 INCH =40 FEET INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. /f 4 14 INSTALL 2" VENT-O-MAT AIR/VAC RELEASE VALVE (MODEL #05OR6X1021) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO SM. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. AC,*,) 15 INSTALL 2* BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 113, PLACE RISER 11%. IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO SM. #606, ON RING FOUNDATION WITH GRAVEL PZ� BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. °° / < 07PI" 1921 0 07ps Pl� 07" PI P1 0 < Cr '06" IR x - X 0 Cq 12".TR X X x x x x GUY w w --- 80 - 404- 0 - 8 43 w 8 0 z 9+00 40+00 41+00 42+00 4 00 S72-18'10 44+00 45+00 46+00 47+00 48+00 49+00 ---$72'18'10*E 3 0 4- 4- (0 1 z (01 101110 0 JL_ 2" Cr Lq SSFM LLJ x x x 8 Ld x x - m 0 t 9 L x - x IGN ry m - - - - - LJ 02: TIL Z f5 I- - w 4 0 x-:L w x STA."45+70 .0; Z x ------ STA. 45+00.0* z x P :3 Lj x 22' Uj LLJ < �C - -- T / GUY ® + Cni NOTES 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE OAD INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ,DEL R I u` ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. 9r1® 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 910 900- 900 _H ljcl 00 890- --- 890 z z X5-< 57< -H 0 w z �_10 w W w §! EXISTING GRADE AT CL W(L :3 2 x - z -H Co 880- 880 Av 8 wo + fiw 0 CL > cn + e0i _---�.""r"" V) Z •za 0) 12 MIN.' L z 0=1 Zo zz _� LL z ERR\- +zv- 870- 870 W SES 0\,C Ll 2" N IN. i-ch pvc (n cera x 8609 L-12w IN. SCALE co It HORIZ.: 1 to=40' L6 VERT. 1 t'=10' © 850- 850 0) RO PROFILE. , QF DEL RKAD ) 840- - 840 0 E F-- ------ roo REVISIONS�` pf Q` i wOFF-SITE SEWER AND WATER EXTENSION or- ro �s M TTa NO. BY DATE DESCRIPTION L V, cqff inon 0 rN\\_ r STA. 39+00- 49+00 � ASDEL RIO ROAD SOCOATES -- Lu E N G1 N E E R S CITY OF ATASCADERO, CA INGS �_j F 1ST' � g es PLANNER:. S P7 THE DRA INGS AVE F M HAS BEEN PROVIDED BY OTHEkSL 6/ L0 NO WARR N ry AD AP CURACY OF THIS INFORMATION. INDEPENDENT' 'A -I ULD BE ADE OR �ul USE. 0 VERIPICATI 01"YS $ URVEYORS 0) 12/14/'99 0 j> . 364 Pacific Street 0) San Luis Obispo, CA 93401 0) JOHN �ALrSTIEN RCE �3760 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE 31 AATE (805) 544-7407 0) EXPIRES 30-02 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: 0 LRB LRB sis 990533 1 400 04.11 rr ----------- CA/FILENAME OS-4.11/SHT CENTERLINE CURVE DATA CONSTRUCTION NOTES CURVE LENGTH RADIUS DELTA C1 79.20 1300.00 03'2W27' INSTALL P.V.C. WATER MAIN. PER MANUFACTURER'S SPECS. & ATAS. MWC SM. DETAIL No. 102 C2 107.24 1000.00 06-08-39" C3 124.47 500.00 14015'4V INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 110. C4 288.90 800.00 20*41'27- INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 111 C5 93.52 1000.00 05'21'30" C6 104.99 ' 600.00 10*00'01'33'" C7 398.19 3800.00 INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. S . DETAIL No. 113. 06 '14 C8 403.51 2500.00 09*1452" C9 245.a3 400.00 3512'47 P$ INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. C10 335.11 1000.00 19-12'02' INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. SM. 702. C11 166.63 400.00 23*52'07" C12 155.51 375-00 23.45'36 INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & ,608. C13 80.26 .2000.00, 02*17'57" C14 254.40 1600.00 1 24*17'36 MAINTAIN A MIN. VERTICAL SEPARATION OF 12* BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. C15 1 127.32 15000.001 01'27'32" INSTALL 6m P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO SM. 70Z 0 40 80 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 1 INCH =40 FEET 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARR[SE. INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. SM. W-1. INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. 14 INSTALL 2" VENT-O-MAT AIR/VAC RELEASE VALVE (MODEL #05OR6X1021) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO SM. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS, SEE DETAIL, SHEET C4.19. 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO -MUTUAL WATER Co. SM. -DETAIL No. 113. PLACE RISER IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO SM. #606, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. 0 < < 0 x X x WM y X x x [ifx x x x x x x PNU jp- X x C.) 0 -JP JP 07 SIG -7 40k ry ji: 0 W -w 8 W Pr-_ - W _ W 0 z 49+00 50+00 51+00 52+00 53+00 54+00 S708'10"E55+00 56+00 57+00 58+00 59+00 - - -4 6 ------- 60 0 z FM 60 smi smi eo SSFM m m m W N7M 2' 2" 10 W C M 8 JP P%0 JP 0 0 _j x MB _"4VM 0 UJI M X �SIGN JP NIB M W PH 0 PH z1013 wo w 172$0 TR LLJ LLJ Q z :3 3: LLJ -0 0 F- + T 0 DEL L;< V;Rlu NrON 0 A D NOTES 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. -------- ------- 49+00 .50+00 51+00 52+00 53+00 54+00, 55+00 56+00 57+00 58+00 59+00 900. - 900 890- 890 w z 880- w 880 + z 0 870 EX STING GRADE AT CLcn 860- ------ 860 EX, 8"_AATE.RLINE x 5- PVC AN. SEWERR -FORCE MAIN 850 SCALE HORIZ.: 1 "=40' VERT. 1 "=10' 0 840- 840 0) 0) Cq 830- PROFILE OED. EL RIO, ROAD- 830 N oSIOJV y�< N L�K 1� EA/n n R E V I S 1 0 N S OFF-SITE SEWER AND WATER EXTENSION NO. BY DATE DESCRIPTION V) ES.S/ U- on 0 DEL RIO ROAD - STA10' 49+00-59+00 ASSOCPATES > REC RCVS Uj CITY OF ATASCADERO, CA annon Assobldtq_ U5 E N G I N E E R S THE E DR WINGS AVE INF AT 4 SHOWN WHI IN PART HAS BEEN PROVIDED BY OTHERS. P L A N N E R S U-) N0 R NTY I MADE PL 11 5 TO THE 0- RACY"OF THIS INFORMATION. INDEPENDENT Exp.6/30/02 0 VE FC i N S ULD 8 DE R R TO FUT SURVEY ORS 0) 0) 12/14/99 364 Pacific Street Son Luis Obispo, CA 93401 -30-02 DATE 0) JOHN NTIEN RCE 33765 DATE- OF CAY (805) 544-7407 JOHN R. FALKENSTIEN R.C.E. 33760 EXP, 6 0) EXPIRES . DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: 0 LRB LRB SJS 990533 1 40 04.12 CA/FILENAME OS-4.12/SHT CENTERLINE CURVE DATA CONSTRUCTION NOTES CURVE LENGTH RADIUS DELTA Cl 79.20 1300.00 03*29'27" INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC SM. DETAIL No. 102 C2 107.24 1000.0006°08'39" $-zn" (D - C3 124.47 500.00 14°15'49" INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 110. C4 288.90 800.00 20*41'27" C5 93.52 1000.00 05*21'30" INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 111 C6 104.99 600.00 10,01$33$2 C7 398.19 3800.00 06*00'14" INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 113. C8 403.51 2500.00 09*14'52" C9 245.83 400.00 35*12'47" INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. Clo 335.11 1000.00 19.12002's INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. SM. 702. C11 166.63 400.00 23-52'07" C12 155.51 375.00 23*4536" INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO SM. 606 & 608. C13 80.26 2000.00 02*17'57" C14 254.40 600.00 24017'36" MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. CHICO ROAD I C15 127.32 5000.00 01*2732 INSTALL 6" P.V.C. 0900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO SM. 702. 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. 0 40 80 Q INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. SM. W-1. INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. 1 INCH =40 FEET 14 INSTAL! 2" VENT-0-MAT AIR VAC RELEASE VALVE (MODEL #050R6XlO2l) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO SM. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.A9. 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. SM. DETAIL No. 113. PLACE RISER IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO SM. #606, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT CAMILOCK NTH CAP. SEE DETAI-L, SHT. C419. 48" LO 18" L C) r < 22"a TR MAIMTAIINZE EP. 0 04 X ROT 7 __ =. 7-- - - 7 - x A. x P -,X 0 x x um x x x - x x wM 0 �4' x w 10" w Q JP 0 JP 0 W 0-0, W 10" 6 W 10" -mR= w 66+00 67+0 0 6 0 00 8'11()"E N11 - 59+00 _P60+00 61 0' 62+00 63+00 644-00 2-1 5+00 1 z 0 4- z 0 Ne 60 _0 SSRII 6 m sm W - - - Z - -j U G 2 2" w W G 2" G ----2-g 0 G 2" can Do w wm jp MB MB 9 24" L r (n 0 MOB 0 wm Wm 8" LO me JP WM I � n X Nm---------- UJI X' --- ----- =-x P1 , _j LIJ W PH 3 w W 17""TR LLJ W z 14" TR 32" TR 20"s P1 w 4 STA. �6+10.0* z =3 28to " LO IN TALL WATER MAIN A MINIMUM OF 5-FEET FROM TRE INSTALL WATER AN A MINIMUM OF 5-FEET FROM TREE. ' ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL \!_�J' R OTS LACHES OR GREATER IN DIAMETER SHALL 0 NOT SE RED. EARTH BENEATH ROOT SHALL BE NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE TUNNELE OUT FOR THE IMPROVEMENT. ROOTS BETWEEN 0 LO 15 0 _ w 61 110 0 IN - N 91 .n kj TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN + 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. NOTES 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS! RECOMMENDATIONS. DEL RIO ROAD 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 900 900 890 890 W z 880 880 w _j 11 0 0 =0 + 0z Wo w z 0 Ce 870 9-1® w-C - - low, 870 Z3 to 00 n* V_ * to a 04 +Rz (n m >� to wo <.i!>; EXISTING GRADE AT CIL �_cn 860860 12" MIN. 0 EX. 10" WATERLIP 850- 850 < 6" PVC SAN. SEWER�FDRCE MAIN 0 84& 840 0) SCALE H-ORIZ.--*, 1 =40' VERT. 1 '=1 O' 830 _ 11 -830 )90Fass / R0 U'FILE 6F DEL R ,1RGA- D V) 0 VAL -7- _j I F D LL I i No.C33760 R EV I S 1 0 N S OFF-SITE SEWER AND WATER EXTENSION Exp,6/30/02 F E S 181� �on NO. BY DATE DESCRIPTION LL_ LIPC10- 0 DEL RIO ROAD- STA. 59+00--6,9+0-0- ASSOCOATES > REDD DRAWINGS ENGINEERS a on sociates CITY OF ATASCADERO, CA L0 THE E D WING HAVE IN M b 'SH Exp.W CH IN PART HAS BEEN PROVIDED BY OTHERS. 0/02 0/02 PLANNER S 'IMP AS TO TH RMATION. INDEPENDENT NO ',WARR NTY MADE A__ Y OF THIS I SURVEYORS 0 0) VERIFICA ON OUL AD P R TO USE. clvlk� 0') 12L14/99 364 Pacific Street �/, ha, OFCSan Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE f 00")) JOHN"FA ENSTIEN RCE 33760 ATE (805) 544-7407 EXPIRE"' -30-02 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: 0 v LRB LRB sis 990533 40' 04.13 ryI ----------------------------------- CA/FILENAME OS-4.13/SHT NOTES CNOTES 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE O1 INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATA& MWC STD. DETAIL No. 102 INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. ® INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN O INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. 4 INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. 0 40 $0 © INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. ® INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERG STD. 60fr & 608. 1 INCH =40 FEET ® MAINTAIN A MIN. VERTICAL SEPARATION OF 12- BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. CONTRACTOR TO VERFIY LOCATION WHERE WATERLINE CROSSES CENTERLINE INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. AND SHALL ADJUST FORCE MAIN CROSSING AS NECESSARY. IN ANY LOCATION WHERE 10HORIZONTAL SEPERATION BETWEEN EX. WATERLINE AND FORCEMAIN CANNOT 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. BE MET, A MINIMUM VERTICAL SEPERA7ION OF 12" SHALL BE PROVIDED BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROPOSES � FORCE. MAIN. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT 1 �` DESIGN ENGINEER IF CONFLICTS. ARRISE. 12 INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. ? 4 O 13 INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES., SHEET 04.02,. Q CSEP.8 , STA. 75+90._ 'T. 1$ INSTALL 2" VENT-0-MAT AIR/VAC RELEASE VALVE (MODEL #050R6Xl O21) IN PRE CAST SEWER MANHOLE CC IN AI0 LO 8 fi -22.5` MJxMJ LO PER CITY OF ATASCADERO STD. #606, ON RING FOUN#?ATION WITH GRAVEL BASE AN#? PER MANUFACTURES <[ r� O 36" LO x x 22" k0 8 _ (� RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET 04.19. .... x.,.: ..O ..T _ x � - x x --- x � �t � � ..... .�.....� �,.�._�`� - �.... .....x � - x x �� x _ � _ x � x _ � x ��_ x....:.,.x -- - x .� x .�_� � � _�. __ � � �- -�:®�� .� � 1= O U ""' ""�' '"" "°"' "°'° �' 22A, LO 11+0 C U 1� INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL Na. 113. PLACE RISER -- - .. „� _ 0 - 2. IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. 06, ON RING FOUNDATION WITH GRAVEL ...� m.__ --� . --- ,�, ,. v� _,...-.�...10� .�.._._ ._....- ..�0 . ... � � � .---,- -- .� � - --w- ------ ---�-- � -�-�--- w ------- �" �+etr-,� � �°� _ �a ..�`'�..F....a-- o BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT C LOCK WITH CAP. SEE DETAIL, SHT: C4.19. 74+00 Z N ® 6 00 70+00 71+00 S72'18'10E 7 73+00 � � 7 4$�3 - ,� � � � Z W X - - - __--- w G 77r JP 9 a n m 4" T JIB ° OJP M �. �j v) Uj CURVE w �" 0 " CU z ,... Lij V) CURVE CENTERLINE LENGTRADIUS DATA DELTA W 56 w L 2 LO 3®g, P! (I _ � Cl 79.20 1300.00 03°29°27" Q z STA. 72+15.60 BC C2 107.24 1000.00 06-08-39- MOVE SSFM OR AS NECESSARY FROM STA. 75-x-90.00-6r0 RL DEL RI0 C3 124:47 500.00 14°15'49" CONSTRUCTION CL = STA. 10+00.00 CE TER E AVOID EXISTING 4 DRAIN p � C4 288.90 800.00 20`41'27" � SEPERADO FORCE MAIN CENTERLINE INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. , �+ C5 93.52 1000.00 05.21'30" 13 13 r ' C6 104.99 600.00 10'01'33" ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL c+ir. NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE NOT BE SEVERED. EARTH BENEATR ROOT SHALL BE ' .Q C7 398.19 3800.00 06'00'14" TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN I C8 403.51 2500.00 09-14'52 2 AND 4-INCHES SHALL_ BE HAND CUT WITH. A SAW. 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. C9 245.83 400.00 35°12'47" on C10 335.11 1000.00 19'12'02" C11 166.63 400.00 23'52'07" C12 155.51 375.00 23`45'36" C13 80.26 2000.00 02'17'57" r ' C14 254.40 1600.00 1 24`17'36" C15 127.32 5000.00 01'27'32" U`DEL R14 Ru" AD SAN ANSELMO 940 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 940 930 930 92.0 _N 920 �-Q z oz a X t W � 910w� - 910 -H Zv +, EXISTING GRADE AT CL +zNin V V V r�M wrnn �vwr.�+nyyy . o x ..w.�' ..w w+«+n^+•*b• ,.. e� �.+er.vyw a+wy.mw �aw`w 12awwn " MIN. ij0w'w.'ejp° ems° ""..."._ ua'°'� w "++`.+ .+++'^`°"jiei° ..w.nn+s.. "^°•w^+*w "+w^..+» ^�. wont. �.. ww•� CK w 2�' MIN. 890 890 Q_ N z aa 880 �'' �' F®'� -� 880 . �. .r SCAL r -' say''s :ORIz.. 1 '=40' co VERT. 1 =10' 870 870 to PROFILE OF DEL. k0 AD 860 R E V I S I O N S I OFF--SITE SEWER AND WATER EXTENSION i- - - NO. BY DATE DESCRIPTION cn / pQ n� S LLp � �K AS ® C a A DEL RIO ROAD -- STA. 69+00-76+13.86 850 tLU 1 ENGINEERS CITY OF ATASCADERO, CA © (302 PLAUNERS SURVEYORS 01; cSj� Cl1L � `k 364 Pacific Street 1214/9 nrI 0) 840 . r San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30--02 DATE (805) 544-7407 V_ DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: o LRB LRB SJS 990533 1" = 40' C4.14 c� j CA/FILENAME ; OS-4.14/SHT SUPERSEDED BY SHEET: C4. 14A f" NOTES CONSTRUCTION NOTES 1. DEL RIO ROAD STATIONING IS BASED ON AN ASSUMED STATION OF 10+00.00 AT THE RECORD CENTERLINE INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 INTERSECTION OF EL CAMINO REAL AND DEL RIO ROADS. THE DEL RIO ROAD CENTERLINE SHOWN FROM STATION 10+00.00 ON IS A CONSTRUCTION CENTERLINE ONLY AND IS NOT PER RECORD INFORMATION. INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. 2. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. ® INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. OINSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. 0 40 80 ® INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. 1 INCH =40 FEET , N O INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608• OR TO VERF]Y LOCATION WHERE WATERLINE CROSSES CENTERLINE �8 MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. AND SHALL ADJUST FORCE MAIN CROSSING AS NECESSARY. IN ANY LOCATION WHERE 10' HORIZONTAL SEPERATION BETWEEN EX. WATERLINE AND FORCEMAIN CANNOT ® INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. BE MET, A MINIMUM VERTICAL SEPERA11ON OF 12" SHALL BE PROVIDED BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROPOSED SAN. SEWER FORCE MAIN. 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS UNE. CONTRACTOR TO,,000RDINATE WITH UTILITY Co. CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. EXISTING WET WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO EXISTING WET WELL WITH A KOR-N-SEAL (OR EQUAL FLEXIBLE CONNECTOR). 1 � � Q INSTALL FIRE HYDRANT ASSEMBLY PER A.M.WC. STD. W-1. ° 13 INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. " �8 ,T�pAbIN7�T5+6 .36 RT 6.00 " ® NTAIN ' SEP. LC � - ,� 90• MJxMJ > 5 14 INSTALL 2 VENT--O-MAT AIR/VAC RELEASE VALVE (MODEL #050R6Xl O2l) IN PRE CAST SEWER MANHOLE "� FROM TRE6 I 0 22 S _. _ c� (� PER CITY OF ATASCADERO STDfi0fi, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES �' �-= -- -�-�' � ...._..�.... � � � � � �� L - - � �� --� �-� � � � � ~ � � -� � �' � � °�-�= � ' -=�==.._..�..__....�.,__,..� � � �"�'""" �'"" �mm "° � -- RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. (�' .a_ 7_____ �,�--- 0 �-�-1 15 INSTALL 2 BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER q¢g q .M- �' w " -•-.'' •� fy `' Q IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. 06 ON RING FOUNDATION WITH GRAVEL • tat Pf tdd «....----• 111 »......�..... «,,.--'•--- � -6 .......,....<.... ...a........«.... _...._,......_._... 0.41 - _ f - _ /� 'i .0""^....,....,.. ® - RY ..._.�w....n .,«.. .....-.......» �Y " � 7 3+0 0 74+00 � S '45_..43 - ._.w., �� 6 Z 6 00� rt 70+00 71+00 S72'18'10 E 7 I C15 - �" ® - BASE. RISER SHALL BE EQUIPPED WITH A 3 QUICK CONNECT CAMLCCK WITH CAP. SEE DETAIL, SHT. C4.19. `.'• -�- I I uwr•ere.rrrr.rr'r " g¢t 6 --- w �� 8 "�--- 16 INSTALL 8" SDR 35 GRAVITY SEWER PIPE. CAP AT BOTH ENDS FOR FUTURE USE. MAINTAIN MINIMUM OF 1' ,� . . - - � � w _ o. - _ __ _. .0 _� _ _ _. o ___ m' 7 ____ a- __- Asa .._._.,._ _ D __ 2__ CLEARANCE BETWEEN OUTSIDE DIAMETERS OF GRAVITY SEWER MAIN AND SEWER FORCE MAIN. {t FS JP9 0 4 T JP MB DJP lom W 1 INSTALL THRUST BLOCK PER DETAIL A. SHT No C418 IN SUCH A MANNER THAT THE TRUST BLOCK MAY BE '' � � �� /INSTALL _ � � � � � � � � � __ � � � REMOVED UPON CONSTRUCTION OF FUTURE MANHOLE. 'PI M. 73+42.92 EC 1 w 3 LO 2" LO ,$ G Y .,.�.,.�`" Z CID S 0 = STA. 72+15.60 BC MOVE SSFM OR AS NECESSARY FROM STA. 75+89.36-6.0 RT. DEL RIO 1 CE TER E AVOID EXISTING 4" DRAIN CONSTRUCTION CL = STA. 1+00.00 SAN ANSELMO FORCE MAIN CENTERLINE CENTERLINE CURVE DATA INSTALL FORCE MAIN A MINIMUM OF 5-FEET FROM TREE. 3 FORCE MAIN A MINIMUM OF 5-FEET FROM TREE. 13 CURVE LENGTH RADIUS DELTA ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL ALL ROOTS 4--INCHES OR GREATER IN DIAMETER SHALL 1 Cl 79.20 1300.00 03'29'27" 0 NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE I `o TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN C2 107.24 1000.00 06'08'39" 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. , C3 124.47 500.00 14'15'49" cn + C4 288.90 800.00 20'41'27" C5 93.52 1000.00 05'21'30" t C6 104.99 600.00 10°01'33" i C7 398.19 3800.00 06.00'14" l C8 403.51 2500.00 09'14'52" 6.57 ` ' C9 245.83 400.00 35'12'47" C10 335.11 1000.00 19'12'02" C11 166.63 400.00 23.52'07" S `�. C12 155.51 375.00 23'4536" C13 80.26 2000.00 02'17'57" DEL RIO ROADW SAN All" SELIVIO C14 254.40 600.00 24'17'36" SEE SHEET No. 04.15 C15 1 127.32 15000.001 01.27'32" 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 940 . - - 940 930 930 920 .H 920 �-® w MUD 00 J a rJ �Z w x � ��, p�L Ss Kk 910 Wa 910 ��,� . �. , do -H W + a� 4_�� U� NO.C33760 EXISTING GRADE AT CL-\ zNr ~' a/ 0>02 ,4, 900 900 RECORD DRAWING Vn to z ....- ~- ` "' ✓"� ` CANNON ASSOCIATES 12 MIN. �°�" THESE �DRAWI SHAVE INFORMATION „.� ,..sN SHOWN WHICH IN PART H A S BEEN PROVIDED BY 0 ERS. NO W RRANTY IS MADE OR IMPLIED 0 --~ AS TO THE ACCUR Y OF__rtr S RMATI . INDEPENDENT s VERIFICATION SH LD RIO TURE U E. 890 �- �.�- -- 890 INSTALL 6" 900 ELBOW (10-// l A t N / , AND THRUST LOCK JOHN tKENSTIEN RCE 33,760 EXP. 6--3 -02 DATE © w 880 880FESSI 0 -�-' �,� �F°, SCAL _ Q:- + � H OR!Z.® 1 s 40' QoFEssi ,� ��. 50 V ALKTh VERT. : 1 --10 E .` 3 870 , Cn 870 o. 31 s M.6 w w 860 lv0- PROFILE OF DEL. RIO R AD OF � 1( ov: i ) REVISIONS OFF-SITE SEWER AND WATER EXTENSION 0 NO. BY DATE DESCRIPTION a ff mon <' IASSOC � ATESDEL RIO ROAD -- STA. 69+00--75+89.36 Ile) 850 ENGINEERS CITY OF ATASCADERO, CA PLANNERS SURVEYORS cr) F t r 6/7/2000 , 364 Pacific Street 11 $, ,� Son Luis Obispo, CA 93401 (805) 544-7407 JOHN A. FALKENSTIEN . 33760 EXP. 6-30-02 DATE 0 o.. DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: LRB JJs SJS 990533.14 1" = 40' C4.14 A CA/FILENAME OS-4.14/SHT CONSTRUCTION NOTES V INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 SEPERADO FORCE MAIN CURVE DATA ® INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. CURVE LENGTH RADIUS DELTA C1 34.46 250.00 07.53'49" 03 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 C2 33.28 400.00 04.46'01" , C3 56.71 400.00 08.07'24" ® INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. C4 53.61 400.00 07'40'45" C5 59./31 250.00 13.35'33" INSTALL THRUST BLOCK PER DETAIL A. SHT No. 04.18. C6 64,06 400.00 09°10'35aa C7 71.36 300.00 13.37'46" ® INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. C8 49.24 250.00 11'17'08" O INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C9 50.32 250.00 11.32'01" 0 40 so C10 77.56 200.00 22°13'06" C11 98.32 200.00 28'10'02" ® MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. 1 INCH =40 FEET c12 18.79 250.00 04.18'26" �g INSTALL 6" P.V.C. C900 CLASS 200 FORM MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. , �- C13 L39.27 200.00 11.15'00" C14 35.76 1 200.00 10'14'40" 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS UNE. CONTRACTOR TO COORDINATE WITH UTILITY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. INSTALL TREE PROTEC11ON (TYP). SEE TREE PROTECTION MEASURES, SHEET 04.02. INSTALL WATER MAIN A MINIMUM OF 5--FEET FROM TREE. 14 INSTALL 2" VENT--O--MAT AIR/VAC RELEASE VALVE (MODEL #050R6XI O21) IN PRE CAST SEWER MANHOLE ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL 3 PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN g INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER 2 AND 4--INCHES SHALL BE HAND CUT WITH A SAW. IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL cm BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. CONTRACTOR TO VERRY LOCATION WHERE WATERLINE CROSSES CENTERLINE STA. 13+75.0114 W v AND SHALL ADJUST FORCE MAIN CROSSING AS NECESSARY. IN ANY LOCATION WHERE 10 HORIZONTAL SEPERATION BETWEEN EX. WATERLINE AND FAIN CANNOT' , a BE MET, A MINIMUM VERTICAL SEPERATION OF 12 SHALL BE PROVIDED BETWEEN .- INVERT OF EX. WATERLINE AND TOP OF PROPOSED SAN. SEWER FORCE MAIN. + srt•i.rr .°gin �•aaerx x '"""".""..,.., 13 Y.,.,........._.._.,,,. }... yJ jam, 1' .wr arr X $0 „�. X _ ,.,m., ap +rr 9 ,7'p/,• q \ T 4-00 •� „ (� Q!) .,.�."",".,.,.�• ^` Y ® r-vC�"�^ /�-- - z V� «....^.."' -........,+.. ri ..,,,,.,,,_,.,.,,, 9RR �rnrJ Ew _ TA. 10+00.00-QST. �► t� -�' 1z+oo o V ~-` ,� -_- ,q r - p-- --_ X C o , o 8 ° 0\10 9 --�' �` 0 `` ~� _ o °' S4 '57"E 55652 09 E `'- +� Z 6 -22.5 MJxMJ • ® �„-,,,-.w 44 w+"""`.v... C"� N' N" y9 41..7 ". -^.^'^^^-.•..-.. S81 ,-.,.-......... F' `�. "^�•»..." ..'^^..'..^...-,... � ��VVJJ 1_ Ile S7 °45'43"E 11 t 0 X " _" �_ \� --- a ,.,�• „_, .� .._.,4 ...e ..w - Y4 - _ �4E �a _ - �"._ _._.,_.._... S57°7'2"E 21+ » C10 W W N83 '7r All V) LLJ 0 1 a 65'51'54"E INSTALL iA R MAIN A MINI UM OF 5-FEET FROM TRE 7 MAINTAIN 2' SEPARATION BETWEEN THE SSFM AND 1 ALL 4 CHES OR ATER IN DIAMETER SHALL MAINTAIN 5' SEPARATION '3 0 - -"` EXISTING 2" GAS AND A MINIMUM OF 10' OT E SEVERE R ENEATH ROOT SHALL BE FROM TREE TO SSFM " �° ELED OUT FOR E IMPROVEMENT ROOTS BETWEEN�,,,, ` �5 .�a-- -^�' ��, �,,,.�-,,.� SEPARATION BETWEEN EXISTING 6 WATER MAIN. 2 AND 4--INCHES SHALL BE HAND CUT WITH A SAW. + ---r w � �- � INSTALL WATER MAIN A MINIMUM OF 5--FEET FROM TREE. o cr _� - "" ALL ROOTS 4-LACHES OR GREATER IN DIAMETER S 4ALL 13 0 V O STA. 10+36.14-<PT. NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE w �, y 6 -22.5' MJXMJ TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN n -�-� W �., «-�° 2 AND 4--INCHES SHALL BE HAND CUT WITH A SAW. LA.� to .'"''"' `� 4 z m N 0%TES k ` STA. 10+00.00 SEPERADO FORCE MAIN CL SEPERADO Ru" ArU04% STA. 75+90.00-6.0 RT. DEL RIO ROAD 1. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN. CCNSTRUC TON CL EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. SAN ANSELMO 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 95.0 950 940 '" 940 0Q W; VR z 930 U) EXISTING GRADE AT CL .- OF FORCE MAIN N 920 ----- --- �... 9 20 y.�',e• ...rd.. «e..... .n.e..,... -..r..n .,...... ..........r.......n.,, .+..w rw,.. 'tiw< Oti"® b 'a 4,.' v y, 5 �.,,wr.e.0 W V .00 3:. f +^rr �°s.�.. naw I d✓yam �.....,ZZ a ' ._ _ A 910 910 wx _ SCALE 900 �.�.._- ...�-- 900 0 MAINT N 12" MIN. SEPERA ON WHERE HORIZO 4TAL SEPERATION IS LESS THAN 10' 12" MIN. IR'00"R OF S P L E 1,,..4 . �- 890 N 890 880 880 i V) 0 J F-- REvIS1ONS I CFF--SITE SEWER AND WATER EXTENSION { � NO. BY DATE DESCRIPTION '` lf J L ` `� 0 aymon A � � � � � A �' LCA � --SEPERADO ROAD STA. 10+00-21+00 " G ' " E E R SCITY OF ATASCADERO, CA Exp. 6/30/02 PLANNERS �' �IVII. SURVEYORS T�4T�0r CAL��O354 Pacific strut 12/14 99 0 son Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE 805 544-7407 0) �. DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: LRB LRB SJS 990533 1 = 40' 04.15 CA/FILENAME OS-4.15/SHT SUPERSEDED BY SHEET: C4. 15A CONSTRUCTION NOTE O INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 ® MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. SEPERADO FORCE MAIN CURVE DATA2 INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. ® INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. CURVE LENGTH RADIUS DELTA O Cl 34.46 250.00 07°53'49" 3 INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 10 SEE UTILITY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE WITH UTILITY Co. C2 33.28 400.00 04.46'01" o C3 56.71 400.00 08.07'24" ® INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER NOTES IF CONFLICTS ARRISE. EXISTING WET WELL SHALL BE CORED. FORCE MAIN SHALL BE CONNECTED TO C4 53.61 400.00 07'40'45" EXISTING WET WELL WITH A KOR-N-SEAL (OR EQUAL FLEXIBLE CONNECTOR). C5 59.31 250.00 13'35'33" ® INSTALL THRUST BLOCK PER DETAIL A. SHT No. C4.18. 1. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN C6 64.06 400.00 09.1��35» Q INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS RECOMMENDATIONS. C7 71.36 300.00 13 37 46 INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. C8 49.24 250.00 11.17'08" 1® INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. C9 50.32 250.00 11'32'01" O INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. C10 77.56 200.00 22.13'06" 14 INSTALL 2 VENT-0-MAT AIR/VAC RELEASE VALVE (MODEL #050R6X1021) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES C11 98.32 200.00 28'10'02" RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET C4.19. C12 18.79 250.00 04'18'26" C13 39.27 200.00 11°15'00" 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PUCE RISER IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL c14 35.76 200.00 1014'40" BASE. RISER SHALL BE EQUIPPED WITH A 3" QUICK CONNECT CAMLOCK WITH CAP. SEE DETAIL, SHT. C4.19. 16 INSTALL 8" SDR 35 GRAVITY SEWER PIPE. CAP AT BOTH ENDS FOR FUTURE USE. MAINTAIN MINIMUM OF 1' CLEARANCE BETWEEN OUTSIDE DIAMETERS OF GRAVITY SEWER MAIN AND SEWER FORCE MAIN. INSTALL THRUST BLOCK PER DETAIL A. SHT No. C4.18 IN SUCH A MANNER THAT THE TRUST BLOCK MAY BE SAN ANSELIVIO 1 ESTRADA REMOVED UPON CONSTRUCTION OF FUTURE MANHOLE. AVE SEE HERE ON SEPERADO R SEE HERE ON to oo� i G�* a t t t (r) 10 STA. 75+89.36-6.0 RT. DEL RIO I �t CONSTRUCTION CL = STA. 1+00.00co EXISTING SEWER MANHOLE SAN ANSELMO FORCE MAIN CENTERLINE 11 INVERT IN = 938.00 EXISTING VAULT 5 _ -- ® ...,. . . .�... ...... S F 7 3 1 Ea o m .,�� a�� rs�� a0 t M LOL_ .„ 6"i S „ 6 00 6+ S , STA. 75+89.36 MAT N + 8 S + 8 S + -- Z �LO � 10 1 r (6 M 9 16 ® STA. 5 07.62 RT 3.66 1 ` 4 STA. 1+03.13 RT 3.66 P GRAVITY SEWER CAP 8w GRAVITY SEWER STA. 5+11.00 INSTALL 90' ELBOW t t SAN Al'NS E L ml 0 R D DEL RIO ROAD T R ru" A SEE SHEET No. 04.14 E AVE 0 40 80 SAIN A *N' S E L M R D 0 40 80 1 INCH 40 FEET 1 INCH =40 FEET 970 -------- 970 w J O 960 960 J J[� h O d. ' 950 t° 950 (C ZZ V) w Z co 940 940 va r0000 .060 930 930 v~i Z " I I M U M D LJ A Wl NG ASSOCIATES EXI TING GRADE AT CL ;QRAWaNGS HAVE;,INFORMATION SHOWN WHICH IN PART HAS .,,..-°' o CONTRACTOR SH POTHOLE AND BEEF PR I?ED B/bTHER N WARRANTY IS MADE OR IMPLIED 920 -'" 920 VERIFY DEPTH OF EXISTING INVERT AS TO " E�4ACClACY T. FORM°ION. INDEPENDENT .. �, AND SHALL SET EPTH OF FORCE M IN VERIFICATIO OU PRIO TO IT TURE USE. o- co -�'" ti INVERT INTO MAN OLE 0.7' BELOW EXISTING. d z coo. -•� "` . 41®•50 1 �„ rn --~'"� �„ �- --� ' L JOHN ALKENSTIEN RCE 33,760 EXP. 6-30-02 DATE cV FG.a QG n .� ..- ' 910 ¢ CR to 1. '"'� �'" 6" PV SAN. SEWER FOR MAIN 910 o rn 0 ,., �- ca © +w z " '°' ----�: "'r 8" PVC SAN. SEWER GRAVITY MAN /^�+� 48 MIN. -' ; ,� $''`38)10 ± a r •Ft l�N XISTING 10 PVC WATERLINE , a z v ..- ":•• 3 RISS/ R 150 900 �,...- 900 .� -- P FI F AN N M RD _ __ 4 O LE S EL �. �--- - 6'° O R I Z.: 1 =40 ` 6 �- EST AVE VERT, 1 "=10' EXp.6/30/02 * � �1�M.. o s�. CIV11- �ya� , gc 890 4 of CA��FO� }�'- 1+00 2+00 3+00 4+00 5+00 6+00 7+00 w c, y or- rT REVISIONS �- OFF-SITE SEWER AND WATER EXTENSION C?0 NO. BY DATE DESCRIPTION +' ASSOCQATES SAN ANSELMO STA.1+00 TO ESTRADA AVE STA.6+68.47 L E N G I N E E R S PLANNERS CITY OF ATASCADERO, CA SURVEYORS /r rn 364 Pacific Street6/7/2000 San Luigi Obispo, 7CA 407 93401 (805) 544-74JOHN F�4qTkNSTIEN R.C.E. 33760 EXP. 6-30-02 DATE 0 r DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: JJs JJs SJS 990533.14 1" = 40' C4.15A CA/FILENAME OS-4.15/SHT SEPERADO FORCE MAIN CURVE DATA CURVE LENGTH RADIUS DELTA C1 34.46 250.00 07'53'49" C2 33.28 400.00 04'46'01" NOTES, C3 56.71 400.00 08.07124" C4 53.61 400.00 07'40'45" 1. ALL PAVEMENT REMOVED DURING THE COURSE OF UTILITY INSTALLATIONS SHALL BE REPLACED WITH AN C5 59.31 250.00 13'35'33" EQUIVALENT STRUCTURAL SECTION, OR PER SOILS & CITY ENGINEERS' RECOMMENDATIONS. C6 64.06 400.00 09'10'35" C7 71.36 300.00 13'37'46" C8 49.24 250.00 11'17'08" C9 50.32 250.00 11"32'01" C10 77.56 200.00 22'13'06" C11 98.32 200.00 28°10'02" 0 40 80 C12 18.79 250.00 04°18'26" C13 39.27 1 200.00 11.15'00" 1 INCH =40 FEET C14 35.76 1 200.00 10'14'40" INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. INSTALL WATER MAIN A MINIMUM OF 5-FEET FROM TREE. 13 ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL 13 ALL ROOTS 4-INCHES OR GREATER IN DIAMETER SHALL NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE NOT BE SEVERED. EARTH BENEATH ROOT SHALL BE TUNNELED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN - LED OUT FOR THE IMPROVEMENT. ROOTS BETWEEN 2 AND 4-INCHES SHALL BE HAND CUT WITH A SAW. v� 2 AN -INCHE AND CUT WITH A SAW. tv A, 26+17.60 MW- 7 ` COAT SSMH WITH - N w 15 SANCON 100 OR EQUAL , _ , .. -- 0 STA. 24+75.® TALL MANHOLE + $► v .__. p S51"10'05"E , ;, -- p�0---�--. x _ 28+00 x N 29+00 S -- w as y .....u. ..��. ,.. � V" r (ice/] ...... _-.. 'A..' �" '20. " C1 23+00 z4+00 S56°28'51'E . /'a ��^^ y + gyp/' { "'f !ry ,yy 9g �` Ld ® ........w. 2 ..s_....�.... .a......... G � 39 2 9 � {� � A9 V' ��.�»w...Y.-�4 h� g"'N""^^^.++�..+.... .....+-^.....` iRF��,.......-�n..vw.....«. _,...�,., ".....»....«.-.- �"y ...-.- -+- ^""."^^'""7t' .2 � 4 9R b'� <5 � � 4� air • //+�} b "..""'^^ re tl r AL1 M ] `1 W \ R 1 a^n M i Q \ 6T 4 ` ar.�. A.rr Lj w x 1 1 � . w 5577'2"E 21+ 13 - --�---� ,,,�... ..... ..�.. _ _ �- _ _ -� - �� CONSTRUCTION N0 w INSTALL P.V.C. WATER MAIN PER MANUFACTURER'S SPECS. & ATAS. MWC STD. DETAIL No. 102 ch dd INSTALL WATER VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 110. AINTAIN 5' SEPARATION 13 . FROM TREE TO SSFM ® INSTALL AIR AND VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 111 + a INSTALL 3" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. p l./ INSTALL THRUST BLOCK PER DETAIL A, SHT No. C4.18. -4 , INSTALL P.V.0 SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATAS. STD. 702. INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608. S E P E A Du" R 0 A D MAINTAIN A MIN. VERTICAL SEPARATION OF 12" BETWEEN INVERT OF EX. WATERLINE AND TOP OF PROP. FORCE MAIN. ® INSTALL 6" P.V.C. C900 CLASS 200 FORCE MAIN PER MANUFACTURER'S SPECS & CITY OF ATASCADERO STD. 702. 10 SEE U11UTY Co. PLANS FOR INSTALLATION OF 2" GAS LINE. CONTRACTOR TO COORDINATE NTH UTIUTY Co. 11 CONTRACTOR TO POTHOLE AND FIELD VERIFY TIE IN LOCATIONS AND SHALL CONTACT DESIGN ENGINEER IF CONFLICTS ARRISE. 12 INSTALL FIRE HYDRANT ASSEMBLY PER A.M.W.C. STD. W-1. 13 INSTALL TREE PROTECTION (TYP). SEE TREE PROTECTION MEASURES, SHEET C4.02. 14 INSTALL 2" VENT-0-MAT AIR/VAC RELEASE VALVE (MODEL #050R6Xl O2l) IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. #606, ON RING FOUNDATION WITH GRAVEL BASE AND PER MANUFACTURES RECOMMENDATIONS. INSTALL MANUFACTURES SUGGESTED AIR VENTS. SEE DETAIL, SHEET 04.19. 15 INSTALL 2" BLOWOFF ASSEMBLY PER ATASCADERO MUTUAL WATER Co. STD. DETAIL No. 113. PLACE RISER IN PRE CAST SEWER MANHOLE PER CITY OF ATASCADERO STD. 06, ON RING FOUNDATION WITH GRAVEL BASE. RISER SHALL BE EQUIPPED NTH A 3" QUICK CONNECT C MLOCK WITH CAP. SEE DETAIL, SMT. C4.19. 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 940 940 Q W W z w O 930 Q ® 930 �7 m z 200 VC + °= m ?z > PVI STA. _ 27+50 � (n < ¢ m 2$� O PVI ELEV. - 904.50 (INV.) a O U "• t 920 M + OQ°'= 0 920 co a �..-, . ... + �0 C4 Nrnco-g N II r aria, C4 H zz :zz 04 (n 010 _ 910 " �` �- o ` -�. `' ' " 0 910 N II v 900EX- G GRADE AI CI_0 OF FORCE MAIN f �; `� C11 II Ca 900 � � -.,�, �� ✓�.''�,�, �pvcS �� viz X 0,✓ -- kA _RLINE �.� o z z Lq 0!890 - U ©~ , Mo 890 SCALX 009 W P� HORIZ.: 1 '=40' `�� o 00 N � F-z� 11 O 1- tf) s a s'�r VERT. 0 1 =10 �� C Ix w_z0 0 880 .� �, 880 0 POFILE �. .� 870- 870 cn CONTRACTOR SH LL POTHOLE AND VERIFY DEPTH Of EX. SEWER AND ' co SHALL ADJUST D---PTH OF PROPOSED 7 MANHOLE ACCORDINGLY. I V) O 8601 1860 J R E V I S I V N S OFF-SITE SEWER AND WATER EXTENSION NO. BY DATE DESCRIPTION 0� SS/. amo n 0 I Q,. ASSOCPATC SERERADO ROAD STA. 21 +00-29+39.97 0 fi ENGINEERS CITY OF ATASCADERO, CA a PLANNERS LO c Ex . / O' SURVEYORS c lVlx� ��" 364 Pacific Street 12/14/99 0') San Luis Obispo, CA 93401 O'l ' OF CA10i (805) 544-740 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: o LRB LRB SJS 990533 1" = 40' 04.16 ry CL CA/FILENAME OS-4.16/SHT SUPERSEDED BY SHEET: C4. 1 5A . ..... .... 4'-6 _ . 57-0" 2 -0 2 SUPPORT NAME w RCE D�Tor 0,4CX W,4LLs. EE ONSITE PLANS FORCONTR 6'--0MAX D LEf� 1 MAX)) GRADING, RETAINING WALL, CHAIN LINK FENCE - EQUAL EQUAL AND ELECTRICAL DESIGN SEE DETAIL "A" 04.19 -PAAVoi�LS G-1 e N r.- S .1' 1 v�' va TOS EL PUMP NTROL PANEL 0 20 40 V v vv VNOT �NOMMEMEMEN� 3" LIP, MIN. ADD CONCRETE DRIVE" r► NOTE 8 APRIFOA01-1 .�4ND Ch,4/t 6,C ±2 ..() 1 INCH =20 FEET 1 x A.C'. TO 4" Ce)Ne rzTE- 13 1 1 I : I 6" SCH SI-A5 Tly�C/TY Dl,=AT,4se. 14 P-1 a 1/4 40 PIPE. ® T L A. . EXISTING 1 1 1 11 19 6 9 ..I SLOPE I A 4 8 2Q , 2 1 20 1 ` HOUSE 0 _ 1 12 � F.1 % / �` 8'-0" MAX. (TYP,) 1 \✓\\/ /i RAC-1 i I ° -------- - 77�, ( I 15'-0" CHAIN LINK ROLLING GATE WITH ® ® v 1 , » 0) , B LIGHT BEIGE COLORED, VINYL SLATS. LIFT STATION 2 -o -- RAC-1 , - ' I I (SLATS ON FRONTAGE STREET ONLY) S-3, C , P-2 1 21 1 6 - o - - - - - - - - 6 1 15 I ( I - I co 22 12 DI PVC III O — — — — 0 .....:--— V 10 4 �, ` V 1 17 1 26 16 26 17 TK-1 a �'181 -2p-0 o 3 0 TK-1 ..I -.... v ss� 1 q. 2' X 2' INSPECTION/ACCESS OPENING _ 8" PVC SEWER , $„ '� SECURED BY BILCO J-1 AL DOOR (W/HASP) PS=l THRU SS --- OR APPROVED EQUAL FALL"� 14" WWF4x4--W2.9x2.9 `' - _ __ _ _ .�� PH PN � -- � _.. � a� � � _ � � SSFM ALTERNATE RE--BAR N°' - - - -` -` ` - PH - - - 6-#6 VERT. BAR . ;w ; RECORD DRAWING S 4 TIES © 12" O.C. C non As ociates TK-1 �,� �``THESE'DRAkVIGJH VE INF MATIOt�/S OW ;.Y�H1� IN PART AS BEEN PROVIDED BY OTHERS. PLAN VIEW „ „ NOY�A1.RRA,NN7Y IS M pE 0 IMPLIED TO H ACCURAC`(; F THIS INFORMATION. INDEPENDENT LIFT T SITE PLAN 5/8 0 x 3 NELSON ST �� VERIFICATC�IN GHOUL B r` ADE 10 TO ;t1 ; RE U NOT TO SCALE , (OR EQUAL) �, �� X t JOHN FALKENS'fI 315766- DATE EXPIRES 6-307,; to f%7 cq CN VALVEAND PIPING SCHEDULE CAPACITY MECHANICAL AND EQUIPMENT SCHEDULE 23 17 24 25 „ `� a 1 TYP ' I 3/16 ITEM DESCRIPTION CAPACITY STANDARD ITEM DESCRIPTION CAPACITY STANDARD 0 1 3 q. 8 11 , 19 , 2 1 �,-0»� 1 ( '� ) DUCTILE IRON PIPE -- FE x FE 3" AWWA C108-75 P-1 & VERTICAL WETWELL 260 GPM 0 VAUGHAN MODEL V3V P-2 CHOPPER PUMP (2 REQUIRED) 200' T.D.H. 3" DISCHARGE, 7.75» IMPELLER 1 4" PARAFLEX TURIN ' 6 WIRE MESH (RUN IN CONDUIT o ° o --I�- ( 2 ) DUCTILE IRON PIPE - PE x PE 6" AWWA C106-75 M-1 & PUMP MOTOR 40 H.P. 480 V., 60 HZ. - 3 PHASE TO CONTROL PANEL) _ - _ _ _ IL _ _ _ ' O;w ° o - ISECTION rB SWING CHECK VALVE 3" MUELLER M-2 (2 REQUIRED) NEMA FRAME 324TSC SPRING LOADED - FE x FE A-2600-6-002 i 21 TYPE: CAGE DETAIL THIS SHEET' S-1 PRE--CAST R.C. SHAFT 8'-0" I.D. ASSOC. CONC. PROD. 811.0± LID ELEVATION » APPROVED FOR REQ'D f SCALE: NONE PLUG VALVE - FE x FE 3 •' �• y ..P;. v�L.., .k � c ``� �`. I -I 4` SEWAGE USE FOR PUMP STATION WET WELL H A A M 4 � 5OLLER CP-1 TESCO LIQUITRONIC III 810.0± FG ?7 90' BEND -- D.I. - FE x FE 3" AWWA C110-77 PUMP CONTROL PANEL CLASSDUPLEx24U200MP COLBENCLOSURE �/i%/i7 \ \ \ \ \ \ / /!i// Uj TW _ _ » ( 6 ) 90 BEND D.I. FE x FE 6 AWWA C110-77 EM-1 EMERGENCY POWER APPLETON MODEL ` CONNECTOR AP 200 44RS, OR EQUAL \\ \\ \\ 1 1/2" PIPE NOT y ; SHOWN FOR CLARITY 1/2" SCH. 40 PVC D.I. CONE. RED. 6" X 3» 3 t ' AD-1 WET WELL COVER COVER FOR 96" 0 PER DETAIL, THIS SHEET (TYP.) 1 1 WET WELL BRACE PIPE AS REQUIRED 1 I TEE - D.I. - FE x FE x FE 3" x 6" x 3" AWWA C110-77 @) 1/2- SS PIPE I y'4`"` 7/8"0 EXPANSION ANCHOR 2 j 1 j 6 9 LS-1 MERCURY FLOAT SWITCHES LOW LEVEL ALARM, STRAPS (TYP) OR APPROVED EQUAL WITH i ! PVC PIPING, DR 14 CLASS 200 6" WITH RETRACTABLE ROD HIGH LEVEL ALARM 9" IMBED TYP. 1 OF)4 II 9 WATER TIGHT SEAL ( ) FLEXIBLE COUPLING 3 DRESSER _I DI OR STEEL TK-1 BLADDER-TYPE SURGE TANK 100 GAL./275 PSIG FLUID KINETICS o #4 BAR AS SHOWN -� �,- I -- D.I. F x F " x " x AWWA 11 77 MODEL SAB 4-24 TEE D. E x FE E 6 6 6 C 0 _I RAC-1 REACTIVE AIR CONTROLLER NOTIFY CONTROLLER MANUFACTURED BY TESCO DI PVC APPROVED FOR WHEN TO TURN PUMPS PLUG VALVE - FE x FE 4" SEWAGE USE ON OR OFF _I #6 BAR CONT. 1 1/8 0 HOLE THRU. " PI-1 PRESSURE INDICATOR 0--25 PSIG ASHCROFT OR EQUAL �I I Nti. 1 -0 CONE. FOR 1"b A36 1 QUICK CONNECT - CAMLOCK 4 (OPER. PT. ±5 PSIG) AT EDGE OF HOLES, TYP. I BOLT w/ 3"x3"x 1/4" -I `Y ONE SIDE 1 I 1 4 TEE - D.I. - FE x FE x FE 3" x 3" x 3" AWWA C110-77 ( PL. WASHER, TYP. (4 a; ONLY) TOTAL FOR LIFTING NOTESN. _ ) GLOBE VALVE -- SCH. 80 PVC 1 1/200 APPROVED FOR -)a FROM SSMH `�' n 1 cJ SEWAGE USE 1 PENBERTHY JET PUMP LS-1 00 CAST MODEL 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON: PUMPING UNITS - - - 8" CONCRETE LID w/ 16 MODEL ELL 1 1/2 PRECAST R.C. MANHOLES; SHAFTS AND JOINTS; AND APPURTENANCES; 1 #6 BARS AT 1'-O"OC WALL PENETRATION SLEEVES; VALVES AND PIPING; PORTLAND CEMENT ry HW ALARM 798.90 ., , EA. WAY TYP. AT 1 7 PIPE -- SCH. 80 PVC 1 1/2" CONCRETE; REINFORCING BARS; AND ANCHOR BOLTS. 1 --�"'�r INV. 800.40± #4x1 -0 DIAD. MID-DEPTH OF SLAB. LAG PUMP ON 798.40 BARS AT 2. ALL SECTIONS OF PRE-CAST VAULTS OR MANHOLES SHALL BE JOINED WITH BUTYL RUBBER 1 $ 90' ELL - SCH. 80 PVC 1 1/2" SEALANT (CON-SEAL CS-102) JOINT SEALANT PER MANUFACTURER'S SPECIFICATIONS. LEAD PUMP ON 797.90 -'W y '�� CORNERS OF 1 INSIDE OF JOINTS TO BE GROUTED WITH NON-SHRINK GROUT. ALL OPENINGS. 2 C[_RT 1 I= TYP. GLOBE VALVE - FE x FE 6" APPROVED FOR 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR PIPING AND EQUIPMENT LOCATION AND SEWAGE USE 1= SUPPORT PRIOR TO PROCEEDING WITH RELATED WORK. RAC-1 1 1 I� INDICATES OPENING, 24 TEE - D.I. - FE x FE x FE 6" x 6" x 4" AWWA C110-77 4. FLANGES AND D.I.P. ARE 125#. "� TYP. COORDINATE O 2 CLR. TRANSMITTER ;` STAINLESS STEEL SIZE & LOCATION TYP. 5. REINFORCED CONCRETE SHAFT SECTION LENGTHS MAY VARY FROM THOSE INDICATED Orn CB612 MOUNTING STRAP I 21 90° BEND - D.I. - FE x FE 4" AWWA C110-77 IN ORDER TO ACHIEVE THE INDICATED ELEVATIONS. I " /` TYP OF 2 4., w/ MECHANICAL DRAWINGS '�a'�` AL q� DUCTILE IRON PIPE - FE x FE 4" AWWA C108-75 6. INTERIOR CONCRETE SURFACES OF THE SEWAGE PUMP SECTIONS & VALVE BOX SHALL BE — 22 I PUMP OFF ELEV. 794.90 . �� <. Y�..`,; � �'� ��'�/� THOROUGHLY CLEANED AND THEN PROTECTIVE-COATED WITH SANCON 100/ENDURA-FLEX SYSTEM NON-SHRINK 1 EF-1988 PER MANUFACTURER'S SPECIFICATIONS, OR EQUAL. GROUT (TYP.) '� �` /•\��\/�/ 0 1 \�\�i//\ �3 PLUG THREADED SCH. 80 PVC 1 1/209 7. ALL EXPOSED METAL SURFACES SHALL BE PRIMED AND COATED WITH TWO (2) �i�!i�\/i _ I \ t \x\1 6 MIL COATS OF KOPPERS 300M EPDXY COATING OR APPROVED EQUAL. I`- `° CLEAN OUT ADAPTER SCH. 80 PVC 1 1 2" _ INV. ELEV. 793.40 y\ 24 / 8. PUMP CONTROL PANEL TO HAVE BOTH HIGH AND LOW LEVEL ALARMS, \ '. ; \\< /� /� CIVIL�-9 '� A RACO VSS--4C AUTOMATIC TELEPHONE DIALER WITH AN ASYNCHRONOUS \ \i �.J �.l � �� Q I rf'7 \/i\ y, y y ,�,\ , 6 ' . '.. ,• L� h'` `y ,, y y /\i or �J �� TEE - STRAIGHT SCH.. 80 PVC 1 1/2" COMMUNICATION CARD, AND A TESCO REACTIVE AIR CONTROLLER. %/i/ �'.°,4 L /�\ii #6 TRIM BAR AT EDGE 1 9. EACH PUMP MOTOR SHALL HAVE BOTH A RUN-TIME METER F-- /%\�i\/i�/i�/i\fi r' `� \\i\\\i\\i\\i\\i i\\\i` --- 4 BAR CONTINUOUS 2" UNION - SCH. 80 PVC 1 1 2" OF ALL OPENINGS. # Z6 / AND A LOW OIL LEVEL ALARM INDICATOR. w EXTEND TO EDGE LID, AROUND PERIMETER °- #4 BARS 0 10" O.C. E.W. TYP. (PLACE AT 1 � TOP AND BOTTOM R E V I S I C) NUJ MID--DEPTH). OFFSITE SEWER & WATER EXT. PLAN a NO. BY DATE DESCRIPTION =� q ff mon 1 JSW 11/10 REVISION'S PER CITY REVIEW COMMENTS 8'-0>> .. ASS ® C a A T E SANITARY SEWER LIFT STATION r NOT A _. N G I R S CITY OF ATASCADERO, CA 0) PLANNERS SURVEYORS ELEVATION I364.Pacific Street 1214/99 San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE NOT T® SCALE THIS SHEET (805) 544-7407 x - DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CHIEF OF WASTEWATER OPERATIONS DATE CITY OF ATASCADERO DG JPM JRF 990533.07 VARIES 04.17 CA/FILENAME : OS-4.17 DIA. 1/2"x5" THREADED GALVANIZED ANCHOR BOLTS IN CONC. SLAB (TYP 4 PLCS). °, DRILL 1/2" HOLES AT 3" OC. (<,: ',�;.':,•:".�y-';'_•y *CUT EVS77NO ROADWAY 70 PROMDE M R77C L ND. 12 GA. PLATE WEEDED TD TOP '• w :. : 7HURST BLOCK-CLASS B:P= SURFACES AND SQUARE CORNERS. CUT d a:' 4t , WILL BE STRAIGHT AND NEAT IN APPEARANCE. ' ' ST. ELL ° a *6" FINAL GRADE ('"� °• 4 ' ` METAL PIPE 4" 3 5M4 + tl ° a ° 16" O.D. .a o .0 .' :�' .n :Q . o 0', o ' .0 .' a . ° ' :�'.'° ' O'.'° ' 8 u® MARKS® 'WA 7ER' ° I SAUD UD . olvlY I ' f FTNl5iHED SOUR LID . . . •• �' �'��.y -n�,E;-�{: °• a SURFAAE� ANLY 12& *AFTER BACKh7LUNG _ ' t .{. VALUE'BOX -CHRISTY 0-5 a f 2" AND COA/PACTTNG; THE - PA DEMENT2 AP'PROVE'DE'QUAL VENT VALVE T O 2 9a"MIN, 2 PAWMETVT MUST MAINTAIN I I COWN a �TyH�E ORIGINAL VER77CAL. �+ /'0/� EPDXY COATS WRFd'fC WTH SQUARE AR °�7'�MIl9. � � V Pi C.C, ('� CQUAR 1 CORNERS AND STRAIGHT SCREENED ,SAND 95X' CLASS A P.C.C., 6-SACK, 3000 PSI 6" SDR--35 PVC RISER � 24" ..� � BALL VALVE � 12 x12" 7 AND NEAT APPEARANCE: REUl77VE COMPAC770N 14 GA. COATED PLAN 1 HINGED DOOR 10 TRACER WIRE, SOUD COUPLER SCREENED �D 1"BRASS NIPPL W/PAD LOCK 10 12 3 ' ITEl,AT7VE COMPACTION RESILIENT SEAT GATE VALVE' 1"BRASS TEE W/ 70 BE PLACED IN MUELLER OR CLOW. THREADED CAP ONE FOOT LIFTS 1/2 x5" THREADED GALV. ANCHOR BOLTS W/NUTS 1"BRASS NIPPL 6 (SEE AL7ERNATIVE NOTE ,�4) 14 GA. COATED COPPER WELD 1 1/2"xi 1/2 x1/4 xl i/2"ANGLE CLIPS ;,� Vim) 4 SOLID TRACER WIRE (TYP. 4 PLCS). N 6 MIN 6 MIN. ANG UNE _ " � " i-�-1 I i-�I Iii-�1--�I I ' • °. I-III-III-i SCHEDULE a MAX, 8 MAX. HAUNCHING �:+':":::�.'«'�. . -i I I_I I I_I I I_I I I_I I I_I I I_ III-I °' a'. ° ° A 4 111-11 1-1I 1=1I I: " " " " " TRENCH BOT70M :�'<` „: - _ _ _ 1. AC DI or PVC Water Main 4 6 $ 10 14 M, r.. i�I 11-1 11=1 I I I I 1=1 11-1 11-`I I I-_ _ =1 11-1 11=1 2. Christ Valve Box and Cover G-5 G-5 G-5 G-5 G-5 '•�I 1 I=I 11=1117- y x. 3. Brass Nipple 2"x18" 2"x18" 3"x18" 3"x18" 3"x18" -� :'��``<. ` • �:=�:�'�:. •s•.;` 1--i =1 I EI I EI I I�f I I=1 I Ij I I I.�I I I�I�;I' " " " " - ..�; yf-•.f:.•..y;tx:,,o. ''{:�::,yry LINE MUST HAVE CONTINUOUS �I I 1-111,;,�11=III_ I I-III-ill:_ _ 4. Bronze Gate Valve-Screw JT 2 2 3 3 3 " POSITIVE SLOPE TO SURFACE I-�'- 5 Boss Nipple 2"x8" 2"x8" 3"x10" 3"x10" 3"x10" i "';•. ,; •.,.'=*`'`"'`i�'�;;:y11 12 MIN. =) I-' 24"SQ. CONC. PAD - CLASS B r Ni I ..:•� 5-SACK, 2500 PSI 2" 2" 3" 3" 3" f• a•.!n,y.. :y: 1"PLY POLYETHYLENE 6. Bross 90° EII 1 f ~ I( O E YLENE l7IB/NG - CLASS 200 IPS " " " " " GREAAT PIPE JOIN75.TEST O.D. DdMENSION 2 x26 t 2"x26"± 3 x32 t 3 x32 t 3"x32"± ..,•�• :--:�•;;.:, . (2 SCH. 80 P.VC. PIPE FOR 10 MAINS 7. Brass Riser KEE -) = - OR LARGER) 8. Brass Coupling - Threaded 2" 2" 3" 3" 3" 1. MENC�I°SMALL BE SACKFILlED W TH SCRES"NED SAND (SEE NOTE 7), LEt�'aED, AND COMPACTED 70 9OX UP TO 4 9. Brass Plug 2" 2" 3" 3" 3" Po Cs i/!E�BL6liM PAVEMENT SUBGRADE IS HUB-TO--HUB WIDTH "/ 4 NOTE 2 ALL OVER-EXCAVATED MATERIAL SPALL. BE REPLACED 107H SELECT BAC11MLL MA7ETTIAL AND COMPACTED IV 90Z THRUST BLOCKrSSgqSHALLL BE �r Protect all fittings with plastic and pur thrust block at end of street main, shope and location to be determined in field. 4" MIN. " sp BONSUNDIR OIL � BEADING MATEMAL SHALL BE MECHANICALLY COMPACTED 70 �A!PRIOR 70 PLACEMENT OF PIPE. A AS AN AL7ERNA77W METHOIO, 10TH APPROVAL BY A,M.W.C, TRENCH SHALL tom'BACKPTLLEU A MINIMUM OF 12" ABOVE THE 70P OF THE PIPE WITH DIED SAND (SEE NOTE 6), LE°V1�.E"D AND COMPACTED 70 9OX THEN � FOR AC PIPE SUTH BLAIR 313 SEWM 2 BAND. BACKFILLED 10774 NA77W MATERIAL, COMPACTED 70 WX AAV BACEFKLED 70 STRUCTURAL SEiC77ON SUBGRADE WHEN WATER MAIN IS LESS THAN 36"DEEP: USE ® FOR DI PIPE- FORD No. F202 SER/EI 2 BAND & REPLAQEII/ENT PAVE71/ENT S�IAIl BE 'IN KIND"OR AS REQUIRED BY AGENCY ENGINEER. 9"BRASS 90'BEND, OR APPROVED EQUAL. NOTES. BODY HIGH S71?ET►G7H M. 2 FUR PK C-Oft JAMES JONES x'996, 2 BAND /P s WHEN P.VC IS USED, PIPE SHALL BE BACIMLLED TO 774E Si�4RWNG UNE AND COMPACTED 70 90A'PNr�IOIR TO (1 MUELLER 1" COUPLER N0 H-15426 COMP►LE7ING INITIAL BACKFILL (� 1 WATER MAIN ENO CAP. V BRASS I"NIBCO T580-66 BALL VALVE W/SS 12 BRASS 4.5' W/BRASS PIPE 7. SCRESVED SAND SMALL PASS 100 X THROUGH j 4 SIEVE AND SHALL HAVE A SAND EQUIVALENT VALUE OF NOT (� "`LESS THAN 20. APCO 142C-1" OR 144C-2" B PIPE SIZE: T)PE; AND PRESSURE RATING SMALL BE APPROVED BY A.M°W°C: VMA MAIN � ADAPTER MUELLER H-15456 ALL SIZES SHALL BE I.P.S. APPROM. DETAIL Na APPROVED: DETAIL NO. APPROVED: DETAIL NO, APPROVED. DETAIL Na REVISyONS S 11', A ,&'F,p REWSION.S: S C II p � REVISIONS• A 5 C A F,f, RE19SrONSz •� PSCA p F,� -- r o 'TRENCH DETAIL �. o ATE VAI. WELL a oAIR AND E VACUUM VALVE * " 2" BLOWOFF ASSEMBLY � PAVED STREETS 102 �, 110 . s, �. 21231U NM"M 2/23/98 2/23/98 WATER 2123/98 MIOi� REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--•92 3/10/92 UNDISTURBED EARTH Ex a * ,,�^ M w ' " NOTE: PRECAST REINFORCEDWITH NEW SEWER MANHOLEBASES Z o'';. / CAE I NEW SEVER u F7 g 'i PIPE SIZE BEARING SIZE ®WITH EXISTING SEWER: POURED IN PLACE CLASS "A" CONCRETE 12" 304.8mm 15 S.F. 1.4m2 „ „ MANHOLE BASE PER S.L.O. CO. STANDARDS ZONE C DRAWING NO. S-3 SKID RESISTANT MIN A ' 10" (254.Omm)11 S.F. (1.OM2 No JOINTS (25.4mm) 8" (203.2mm) 7 S.F. (0.7m2} ZONE "C" ( ) ZONE "C" 6" (152.4mm) 4 S.F. (0.4m2) q AA r4" (101.6mm) 2 S.F. (0.2m2} SPECIAL PIPE SHELF -�--- __ 4" ZONE I MANHOLE FRAME AND COVER TO CONFORM SHELF WITH STANDARD DETAIL NO. 608 SLOPE SHELVES NO JOINTS IN SEWER TO DRAIN SANITARY 6' 4' W 4' 6' SEALED BLIND SEWER No. 15 PICK HOLE ( ) No.4 REBAR-12" (304.8mm) O.C. EACH WAY 2" (50.8MM) MIN. ZONE "P" 4" F E REDUCER SIZE 1 ZONE -� �„ `'ti�' v ;:;-`' °------ A.C. PAVEMENT o co D :. • I �% LARGE END SMALL END BEARING AREA �_ I SPECIAL PIPE NO JOINTS IN SEWER �';{: - °'< a T I PROHIBITED �`"� CONCRETE COLLAR D. * N „ 2 NOTE: P S A T:,. 3" OR 6" RISER RING (9" MAXIMUM) 12 (304.8mm) 8 (203.2mm) 9 S.F. (0.8m ) CONSTRUCTION ZONE. ►� 12" (304"8mm)10" 254.Omm 5 S.F. 0.5m2 24" PRECAST CONCRETE (TYPICAL) E MANHOLE WALLS SHALL BE A � 8 (203.2mm) 6 (152.4mm) 4 S.F. (0.4m2} u� ® 0 PRECAST TYPE CONFORMING TO a �'D (76.2mm) o ci CASE 2 Ei. R AIN '� ASRTM STANDARDAREINFORCED UNDISTURBEDUNDISTURBED 3 MIN. N EARTH NOTE: CONCRETE PIPE. 0 CED ALL CONTACT SURFACES TO BEARING AREA SHALL BE AGAINST UNDISTURBED EARTH 7- ZONE I "p„ NO JOINTS IN WATER MAIN MANHOLES SHALL BE WATERTIGHT BE MACHINED 26-1/4- it (0.4m) ALL BOLTS AND FITTINGS SHALL BE COVERED AND 1' �� JOINTS TO BE SET IN A WATERTIGHT UNDISTURBED TAPED WITH PLASTIC WRAP, 30 MIL. �� ZONE "P" 4" 25-13 32" SEALANT APPROVED BY THE / EARTH -(-- CITY ENGINEER. 25-11/32" j CONCRETE SHALL BE 6-SACK, 3000 PSI = rr J y LEAVE OUT PIPE IN CHANNEL OR PIPE 1/32" ry �.'p, 6 4 S 4 6 BASEL BE PRECUT BEFORE PLACING 2 iv 6" 48" 6" 10.J' TAPER Q / raN/0 1 F BEARING AREA _ PRECAST REINFORCED MANHOLE BASES - d PIPE 11-1/4'22-1/2' 45° 90° ZONE "P" 4» " / / WITH INFLOW AND OUTFLOW COUPLINGS ri CAST IN AT ENGINEERED INVERT, ANGLE, :, P0. SIZE BEND BEND BEND BEND - 1" RADIUS AND SLOPE ELEVATIONS. 24„ ` P. 12" 3 S.F. 6 S.F. 12 S.F. 21 S.F. ZONE »C" : o '� on „ ::• BROKEN OR CHIPPED RINGS AND CONES 31-1/2 10 2 S.F. 4 S.F. 8 S.F. 15 S.F. SPECIAL ( PIPE SHALL NOT BE USED EXCEPT BY APPROVAL 'h� : N s` :: SOUTHBAY FOUNDRY 1900 8 2 S.F. 3 S.F. 5 S.F. 10 S.F. OF THE ENGINEER. 6" 1 S.F. 2 S.F. 3 S.F. 4 S.F. '''.' '': '`: OR APPROVED EQUAL 4" 1 S.F. 1 S.F. 1 S.F. 2 S.F. NO JOINTS IN WATER MAIN 8" MIN.'. °' `' --------RUBBER WATER STOP WITH STAINLESS ND ATTACHED TO ALL `f' 60" MIN. FITTINGSATO INSURE WATER TIGHTNESS.�- - �..� NOTE: CAPACITY SHALL BE ADEQUATE FOR I CROSS SECTIONSTATE H2O-S16 TRAFFIC LOADING N TIN A �► �, u DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO 0 KATI 1 S T BLOCK TAIL R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. C.A.C. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: DESIGNED BY: DESIGNED BY: S.J.S. S.J.S. 00 - D. S. WATER & SEWER CROSSING 1 DA/92 TE 9 TYPICAL. ECCENTRIC - CONE 606 DATE*' 92 608 FILENAME: DETAILS FILE NAME: PRECAST CONCRETE MANHOLE FILE NAME: ~"..EWER MANHQLE MOVER = AT601.DWG AT606.DWG AT608.DWG cis ®4F` Ips%` W No. 03376® REVISIONS OFF--SITE SEWER AND WATER EXTENSION Exp 6/30/02 N0. BY DATE DESCRIPTION � ,�. ;A Rpt E Slp affinon ' L/1 .�� ° K ` DETAILS c . o AS SOC a AT E S CONSTRUCTION µ � RECORD DRAWINGS /non Associates 37/60 ENGINEERS CITY OF CA THESE D WINGS VE INFO ATIO OWN WHIC IN PART HAS BEEN PROVIDED BY OTHERS. �. P L A N N E R S Q NO WA, RA TY IS ADE OR LIE TO THE CURD THIS INFORMATION. INDEPENDENT SURVEYORS VERIFICATIO SH LD BE AEP 1 TO FU TU 0', t s 12/14/99 OF C�l^� San Luis Obispo, GA e 93401 rn JOHN FAL N TI CE 33760 DATE (805) 544-7407 JOHN R. FALKENSTiEN R.C.E. 33760 EXP. 6-30-02 DATE EXPIRES -30-02 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: LRB LRB SJS 990533 NONE C4.18 ry CA/FILENAME OS-SHT4.18/SHT REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3Z1 O 92 GALVANIZED STRETCHER BAR PIPE CAP SLATS (TYP.) _ _ _ _ _ _ _ A.C. PAVEMENT 6,1 CONCRETE COLLAR 8 3" OR 6" RISER RING (9" MAXIMUM) A 24" PRECAST CONCRETE (TYPICAL) x1i , MANHOLE WALLS SHALL BE A CUT EXISTING ROADWAY TO PROVIDE VERTICAL © PRECAST TYPE CONFORMING TO 2 2/3" DIA. SURFACES AND SQUARE CORNERS. CUT EDGES ASTM STANDARD 0478-61 T SCHEDULE 40 WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH ' FINAL INTO UNDISTURBED FOR CLASS 2 REINFORCED GALV. CORNER MINIMUM 2 INCHES CONCRETE PPE. GRADE 12" ASPHALT OTHERWISE ROAD BED (BOTH SIDES) 6"', 48 6" —r— & GATE POSTS 9 GUAGE CHAIN LINK " MATCH EXISTING. 0 WITHH�TANDARDLE E DETAIL NO.COVERAND TOCONFORM " /� fNSTALL VENT—O—MAT 12" 30» � FENCE FABRIC OoA 0" O v1 0 O V 0— O o1 O-.. 0 eA 0- 0 o oA tl O pA c O s� O.. O >� o. O 0 0 o o o o o o a o 0 0 0 0 0 0 0 0 MODEL# 050 RGX 1021 MANHOLES SHALL BE WATERTIGHT s a O , 4 -o , 4 0 , 4 -o ;4 -o ;4 0 o ;4 - �\ -0 ;4 -0 ; AIR/VAC RELEASE VALVE o> _ o 0 0 > o o > 0 ► o e o 0b o o PER MANUFACTURE'S RECOMMENDATIONS ry 12" 0 JOINTS TO BE SET IN A WATERTIGHT h 1, SEALANT APPROVED BY THE �1 95% RELATIVE COMPACTION 3 CITY ENGINEER. 1 W?; 4Ut i ,� MIN. 6" CLASS 2 r 24" AGGREGATE BASE 0 BROKEN OR CHIPPED RINGS AND CONES s a r SHALL BE PRECUT BEFORE PLACING x$ SEE NOTE BELOW —SELECT BACKFILL FREE 12" DRAIN ROCK OF THE ENGINEER. ' CONCERNING TRENCH FROM DEBRIS AND tsi I k,riN EASEMENTS. INSTALL ,� 6 FORCEMAIN SEWER MAGNETIC DELETERIOUS MATERIAL. 60 MIN. co TRACER �. Ix", I TAPE ,.z ri 90% RELATIVE COMPACTION COMPACTED SAND RAPPROVED 14k GRANULAR MATERIAL. t k a, ' i 6ff o\ali e0�'m li•o l�l�,liP\a' �' • O �O`Y �•• r ,`p!,\\'e/a\``p/.�`'p1,�`pA •r .�!•r• a •rR. ESECAST CONCRETE MANHOLE E SLOPE CONC. 6" MIN e'' _tl`e. 6" MIN AWAY FROMXIS? , $ MAX :: $ MAX p' k i`. ,O\ Ip'r O\ li••O\p�1• Opp i •••Ii.O\• I•.o\p olp rli• » POST e ,:e.\ ., :.• •' .\•. 6 BELOW FL N.T.S. k •r •r •r, •r r, •r ! 4 " '•.!.\\`eP.\\^o/•\ `off•\\`pd.\\•p!,♦ \`.!,\•\ f "., l: 1 1 1 Y A CITY ENCROACHMENT PERMIT AND �- INSPECTION ARE REQUIRED FOR N EG TRENCHING IN PUBLIC OR COLONY GREATEST O.D. DIMENSION RIGHT—OF—WAYS. Al AT PIPE JOINTS NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON—ROADWAY TRENCH WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT } \ OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. Z K . �. '�� 90% COMPACTED SUBGRADE �; ✓� A�. DRAWN BY: CITY OF ATASCADERO „I `\\� �` D SIGNED BY: DRAWING NO. ENGINEERING DEPARTMENT ,° �.. , CURB V.S. .�,,. — — — — — ,,��` �,/ CONCRETE C B DATE: BACKFIL.Le REQUIREMENITS FCR `�'{�2 �,.{ �:;-� •':�: -------- A.C. PAVEMENT �� `� FILE NAME: SEWER LINES 6 i` ` CONCRETE COLLAR AT702.DWG ,8.,:. 3" OR 6" RISER RING (9" MAXIMUM) R �/ 24» PRECAST CONCRETE (TYPICAL) • � ° y4" _Z MANHOLE WALLS SHALL BE A ASTMPRECAST TYPE STANDARD CONFORMING CA 8-61 T TO CONCRETE FOR SP PIPE. O MANHOLE FRAME AND COVER TO CONFORM WITH STANDARD DETAIL NO. 608 6n 6 0 MANHOLES SHALL BE WATERTIGHT 0.51). 7 18" 5D 0 JOINTS TO BE SET IN A WATERTIGHT } , O SEALANT APPROVED BY THE 2 3 CITY ENGINEER. i 4 0 BROKEN OR CHIPPED RINGS AND CONES POST DETAIL SHALL BE PRECUT BEFORE PLACING 8 I OF THE ENGINEER. 04.17 SCALE: 1 --1 /2"=1 '—p0" SCHEDULE 1. AC, DI or PVC Water Main 6" 2. Brass Nipple 2"x1$" 3. Bronze Gate Valve—Screw JT 2" 4. Brass 90' Ell 2" 5. Bross Riser 2"x26"f 6. Quick Connect Comlock With Cap 3" Protect all fittings with plastic and pur thrust block at end of street main, shape and location to be determined in field. = °WN Q�p�ESS/py�� JAL KE < SPECS FOR AC PIPE.- SWITH BLAIR 313 SERIES 2 BAND.FOR DI 2 BAND w LO BODY HIGH STRENGTH Dl. .- FORD o. � No.033760 6 FAR P�K�, C-9U0: JAMES JOiIVES J996, 2 BAND /P: EXP,6/30/02 BRASS 45° W/BRASS PIPE S C10- 0 �s I SEWER FORCEMAIN BLOWOFF___DETAIL N.T.S. RECORD DRAWINGS o� Cannon Associates THESE D ,WINGS AVE INFO, I H N WHICH IN PART HAS BEEN PROVIDED BY OTHERS. NO WA TY ADE 0 LI A, 0 THE A RACY OF THIS INFORMATION. INDEPENDENT VERIFI AT N OULD M DE I TO FU TUR USE. JOH AL ENSTIEN RCE 337 0 DATE ' U) EXP ES 6-30--02 (n 0 J REVISIONS OFF-SITE SEWER AND WATER EXTEN SI�ON �- NO. BY DATE DESCRIPTION on p '` �% CONSTRUCTION DETAILS � . �' ASSOCC A ` ES Exp. /3Q/®2 E N G I N E E R S CITY OF A CA LO PLANNERS �'�� CIVIL SURVEYORS OF CAL�F 364 Pacific Street 121499 rn� San Luis Obispo, CA 93401 JOHN R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 DATE 00 (805) 544-7407 DESIGNED BY: DRAWN BY: CHECKED T990533 B NUMBER SCALE: SHEET: o LRB LRB SJS NONE 04.19 Iz j CA/FILENAME OS--SHT4.19/SHT