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HomeMy WebLinkAbout1993 - El Bordo Road} K ! �« •�:-p—.:... .ter . .� �- e a Y POINTiG NORT�IING T`': _ n_ ESCRii"'T€ i #, } S.L.C. COUNTY MONUMENT AT u/L. fNTERSEUIICN .' A S U`0'� A D UITY K-1 10299-39 I OF LAS LOMAS AND EL BORDO AVE. PER 19RS/ P AT FRU ' SHEET , 3/4I.I . ITA ; LS .���� AT s� CORNER O }INDEX. i PARCEL OFIAND DESCRIBED IN VOLUME 13155�_ � ���$....� ; a ` } PACE 441 OF OFFICIAL RECORDS PER 4 7 RS61. SHEET: DESCRIPTION: 1 COVER SHEET } - . 3/4" I.P. /TAG "LS 5201" 5' WESTERLY FROM ' K3 } 1371522 1 �;._', x`;,9.5 t 2 PLAN/PROFILE STA. 10+00 TO STA. 16 -I-QO } i CENTERLINE OF GATE, NEAR 14th MOLE. PER 63RS45 r i 3 PLAN/PROFILE STA. 16+00 TO STA. 27+00 } { BENCHMARK: 4 PLAN/PROFILE STA. 27+00 TO STA. 38+00 } PROJECT BENCHMARK -r1i � � �6 PI ANS IS THE RIM OF MANHOLE 2 PLAN/PROFILE STA. 38+00 TO STA. 48+00ALONGELCAMIN0REALEL HALK BORDOg�j CC-4 ATASC ADERO �,�l� �� �0 ``SEE T 36A DATED 6/23/86, 50' AVE . C`! p}-.y� �p...t� R ! FROM L.,�._. _. ..z� �.,��: AND 14TH NOLES. CNOtITI iE L F 2 PLAN/PROFILE STA. 48+00 TO STA. 59+00 EI_EVAT'ON: 87 3.00 2 PLAN/PROFILE STA. 59+00 TO STA. 66+94r�-- M' OUINTAIIN i,OORDINATES: 5� ARE BA D ON� COURSE I THE CITY OF ATASCADERO . r DETAILS THE COORDINATES. �. r ! AN ARBITRARY C. [. 1 SAIN LUIS OBISPO COUNTY , CALIFORINIA I CONTROL O z I —-— —-—-------------- aPOINT 10 NORTHING ING } E_A:�TtN� DESCRIPTION 3 AF GENERAL NOTES } co, 1 99794 19 .9 993.86 A T�C r1 PROD, E e( r'GC AVE. I CP 2_ 11X12.1 112Oi 2. f NA" & i€ T ;EvY ENTRANCE TO GOLF COURSE 3 CP #3 `1147 8 ` /TACK BETWEEN HOLE 1 AND GOLF COURSE CLUB HOUSE }, A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR L. IN THE EVENT THAT THE 'C'ONTRACTOR NOTICES IRREGULARITIES �12062. i' � : ' f6.=;� �XG �;� �' . - ' is 11 11 1�,�97 ; l " R W/CAP :x �877X �P - 1169�.G� €.�� f� ,f.� 8A� ��,�,AP lARI`CED Ir*5.., � PERMITS APPROVED BY THE CITY ENGINEER, THE CITY IN THE LINE OR GRADE HE SHALL. BRING IT TO THE IMMEDIATE � � _ � N THE CITY CP 5 13191.20 11O,�6C. � Kt A E L )"E U GxR, PATH S LY OF RESTROOMS I> WA rl WAF R 0 c 0 IN iN ENGINEER SHALL BE NOTIFIED AT LEAST �4 ATTENTION OF THE DESIGN ENGINEER AND _ _ HOURS PRIOR TO STARTING CONSTRUCTION, ANY ENGINEER, IF HE FAILS TO DO SO, THE CONTRACTOR ] CP Y1V276;96 110966.76 SPIKE^A �.Y EDGE OF DRIVING RANGE AT 2at1 YD. MARKER �I CONSTRUCTION DUNE WITHOUT APPROVED PLANS OR PRIOR SHALL BE RESPONSIBLE FOR ANY ERROR :IN THE GRADE I NOTIFICATION TO THE CITY ENGINEER WILL AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR, BRADLEY BE REJECTED AND WILL BE AT THE CQNTRACTQR`S } RISK AND EXPENSE, M. EXISTING PAVEMENT SHALL BE SAW CUT .IN ACCORDANCE WITHLEGEND THE CITY STANDARDS AND SPECIFICATIONS TO REVEAL �F.Il—,---.----,-_-------.-------.,—.,------.--.----- B, ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF A COMPETENT STRUCTURAL_ SECTION AND NEW PAVING SHALL B BE � SAN MIGUEL � ATASCADERQ TAN.DARI�� AMP JOINED AT THIS POINT, THE STRUCTURAL SECTION SHALL E SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE INSPECTED BY THE CITY ENGINEER PRIOR TO ��� S{ E® �� S�A�flO� �'�INE PASO ROBLES I k APPROVAL OF THE CITY ENGINEER. THE PLACEMENT OF BASE. ERLETO PPW_P POLE C, SF!Il � TESTS SHA ► E DONE IN ACCORDANCE WITH THE CITY N, ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION �"`� � � AC, � .��S � L� CEMENT , :I� I, AN SPECIFICATIONS , SHALL BE PRESERVED OR RESET BY A REGISTERED CIVIL C`A. BRA PVC POLYVINYL CHLORIDE STANDARDS D � ---' ALL. TESTS MUST BE DONE WITHIN 15 DAYS ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE WITH PRIOR TO PLACING MATERIAL, TESTING RESULTS SHALL CITY STANDARD DRAWING #426 AND AS REQUIRED BY STATE OAYUCOS ATASCAOERO } _'' CORRUGATED ATEI FETAL PIPE CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL.. LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT, L--- � AT THE CONTRACTORS EXPENSE, PROJECT �' `�` - ( �, Tk t tr,r r^ �c } D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MORRO 101 LOCATION � R�d REINFORCED`D CLINE' ' IPE MATERIAL PLACED AS SPECIFIED BY THE CITY ENGINEERING O, ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE BAY CP C,LINTRi�. PC3INT I DEPARTMENT, SAID TESTS SHALL BE COMPLETED BY A RIGHT—OF—WAY SHALL NOT BE PERMITTED WITHOUT WRITTEN I CHAIN I CERTIFIED SOILS ENGINEER AND APPROVE. BY THE CITY PERMISSION FROM THF. OFT- —SITE PROPERTY OWNER, - F_ I< IT LNCc I ENGINEER PRIOR TO THE PLACING OF THE NEXT I-Ob`' SA�i L�11S OS1SP0 � II MATERIAL, P, NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE OSOS WATER VAI�VE I` f, � CITY COMMUNITY DEVELOPMENT DEPARTMENT, GRADING I B S UB--OUT E, SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE ACTIVITY MUST NQT FILL, EXCAVATE OR IN ANY WAY DISTURB AVILA BE] ARROYO , COMPACTION OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED THE GROUND WITHIN 5 FEET OF A TREE, SECTION 5 OF THE CITY PISMO GRANDE ° S } ��`� ' BRAIN INLET SUBGRADE ELEVATION AND ONE FOOT BELOW, ALL MATERIAL_ IN OF ATASCADERQ TREE STANDARDS AND GUIDELINES DUST BE GROVER C1�Y PROPOSED SEWER LATERAL FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE AND IN THE OBSERVED WHEN GRADING, TRENCHING OR EXCAVATION OCCURS WITHIN SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE THE DRIPLINE OF ANY TREE COVERED BY THE PROVISIONS OF THE � fV1P01+�0 ---- E — EXIST} UNDERGROUND COMPACTION, CITY TREE PROTECTION ORDINANCE NO, 214, ELECTRIC LINE F, FOG SEAL WILL BE APPLIED Q. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY T -_- EXIST. UNDERGROUND CL3YA,�lA TELEPHONE LINE �> . ?D CoC. G� ,�ae6�.4 L?" ,�,�'�RCE� > f�NNU ,�C L EXIST. A•�• �'d�ed�4€a ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE - I ue1T pert co,�s�' v� � ' ,a REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR _ �__ G. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF THE CONDITION OF THE JOB SITE DURING THE COURSE OF SANTA > 1A '1A EXIST, CATER LINE , UNDERGROUND FACILITIES WITHIN THE JOB SITE, HOWEVER, CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF _ _ _ � .____._ I�XIST, SEWER LINE � ALL. EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES ALL PERSONS AND PROPERTY, AND THAT THIS REt�UIREMENT T E SHOWN ®N THIS PLAN AND THEIR LOCATION WHERE SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED E; ?ST, NATURAL GAS LINE e MAY NOT B S O 4 SHOWN IS APPRCIXIMATE, THE CONSTRUCTION CONTRACTOR TO NORMAL WORKING HOURS, THE CONTRACTOR FURTHER AGREES a SURVEY MONUMENT s AGREES THAT HE SHALL ASSUME SALE AND COMPLETE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY CII=" RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL ATASCADERCI AND THE DESIGN PROFESSIONAL FROM ANY AND ALL L CAS I SIRE HYDRANT UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR ON MAP LIABILITY, REAL. OR ALLEGED IN CONNECTION WITH THE � SEWED MANHOLE PROTECTING THEM DURING CONSTRUCTION, NOT TO SCALE PERFORMANCE OF WORK_ ON INE- PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL, ' H. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION, THE CONSTRUCTION CONTRACTOR R. THE CONTRACTOR SHALL MAINTAIN TWO--WAY TRAFFIC AT ALL SHALL CONTACT UNDERGROUND SERVICE ALERT CU,S,A,? AT 1— TIMES, TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 800-642-2444 TWO TO TEN DAYS PRIOR TO THE START OF CURRENT CAL.TRANS MANUAL FOR TRAFFIC CONTROL AND WORK . EXCAVATION AND SHALL. VERIFY THE LOCATION OF ANY KNOWN AREA TRAFFIC CONTROL HANDBOOK, NO STREET OR LANE _� _ � " �_ � LIST ��_ CLOSURE O S U R E SHALL B E PERMITTED UNLESS PREVIOUSLY E V I O U S L Y ARRANGED I{ Q �� ,_._._______ _.._ _____________...___.______.___ UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH __~-- _ H CITY ENGINEER, �:cRT ZINC, ; I FOR AND GRANTED BY THE ; COMPANY WILL BE PRESENT DURING EXCAVATION, _._ IN S. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER I, THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY o INSPECTOR, APPROVED BY THE POSTMASTER AND THE CITY COMMUNITY _ _____.. .. ..._, __.___._._ ._._. N MAY REQUEST REVISIONS IN THE PLANS , f z :v�� , ENGINEER, A _ _... __ r, �. DEVELOPMENT DEPARTMENT, V UNFORESEEN RESEEN PROBLEMS THAT MAY ARISE IN THE �+ ` °" ��' TO SOLVE U O � �1 � �. � . . , � � :�,,-�, s NO �1 �` 2 FIELD, REVISIONS SHALL BE REVIEWED BY THE DESIGN _- T 'L' " ' T SHALL ASSUME SOL AND COMPLETE � � �.� �. �'�� � _ } �:; � . �2��.�� 189 5 MAY CSS ��° S � � � ��. . ,��.� �� . ENGINEER PRIOR TO IMPLEMENTATION, THE INSPECTOR RESPONSIBILITY FOR PROTECTION F PUBLIC AN PRIVATE � , � � q [� d t ti ) .; G i J\l .J 1ci ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE :n ` c, � PLANS, THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY PROPERTY ADJACENT TO THE SITE AND THAT HE SHALL, AT HIS � � � } ;���c�.,'�� WITH THE PLANS TO THE SATISFACTION OF THE .INSPECTOR, EXPENSE, REPAIR OR REPLACE TO ORIGINAL, CONDITION ALL, ��T446 .__._ M. : ISTIN IMPROVEMENTS WITHIN OR ADJACENT TO THE LOB SITE L s __ _ - _.. -- R ! 7 ?� `� 1 1186 ..33 ICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE � � _� J, THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, ______ -_._ , #6-- _..._ .�% .f 1 bA. AC� } OR REMOVED AS A RF,StTL..T OHIS OPERATIONS. � � 3 COMPLETE, AND ACCURATE RECORD OF ALL CHANGES WHICH _____________.. _ r t �. ji� #9 48 10; ri 121�)�.JJ � � � if e DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS , 9s __.________ _ �____.____ AND SPECIFICATIONS FOR TIME PURPOSE OF PROVIDING THE I I, INSPECTION `� �' . - ' , rDwo` n _ _ � j rry J < l' ENGINEER WITH A BASIS FOR RECORD DRAWINGS, NO CHANGES � REGIONAL .� �d ! i , .' 2360 41 -'06r l f Ii APPROVAL OF THE CITY T coin SHALL BE MADE WITHOUT PRIORA, CONTRACTOR SHALL. CALL FOR INSPECTIONS I -N N � � = ;_ ,R;.a=� ; O S A D TESTS A EACH PARK' }._. .f, �_ 12���1 A 9,2�� ; Pfd TS f". Py r ENGINEER AND THE DESIGN ENGINEER, .. _ _. __ _._ EN PHASE OF WORK AND IN N TIMELY MANNER TO ENSURE A � _ , _ . ALL F N T FILL 5LOPESP 5uf>ac-cr -ro e feos2 oa QUALITY' JOB, � T� ��� , � � M. ' r d : , � ' S 4 j PNeW001D CT •i Pte+40 Y M/� V o 7e� 'i'^.• R i i (__' - _ __"'__._'___"' _"_-_ i i V CIRj _ .P S ; _ 411 32 Zt. T jv METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY B. THE SOILS ENGINEER SNA�..:L INSPECT AND TEST A GRADING ES �...L G DI G DEVELOPMENT AND ENGINEERING DEPARTMENTS 5EING HYMOEEQE S , � OPERATIONS IN THE FIELD AND SHALL DECLARE THAT A�..L. ��. � ,� � � r �___.___ ___ _.,._.__. �/^'' _ - - iA - , >- - . i+ � � � T� � ��� �� IN C�o�� � l � ERTI�WORK WAS PROPERLY ,. �_�.�______�.___.___ W� G T�f � N�� � I �, � S DONE AND WAS DONE. IN CONFORMANCE ���� �� >�,€� p, r �! WITH AL REQUIREMENTS SPECIFIED - � i� . . 6 ? I E TS S ECI IED HEREWITH. '. 1. . , 8 369&2 41 REVISIONS I 5 PREPARED By, I NOT TO SCALE NO. DATE DESCRIPTION M Also= momobb. E ROAD /loom -sommansomm am Jam CITY ENGINEER DESIGN ENGINEER r,-','HAI-,K MOUNTAIN OCOURSE 3.sytCIVIL ENGINEERING' ATASCADERO, �� � ICALIFORNIA 29743 SURVEYING r P � DRAWN BY BAT_ y F _7 CSD N O. xQ. l ' STEVEN J. LV TER MICHAEL F. CANNON RCE 4866 RM 9201 2 RCE 29743 97'9 OSOS STREET, SUITE I= Ci � �OF c EXPIRES EXPIRES 3-31— � SAN LCIS aIISIc, CA 93401 CHECKED BY SCALE ! SHEET DATE OF APPROVAL _ "5 DATE OF APPROVAL. .—__._...______ I (805) 544-7407fig m N /A � 1 OF i 3 _ f t { u i k E a { 3 r t { j i k: x 3 3 a i ¢c' { j { e d { IN . . p mom amm 4"M* 4000 smamGomm 400M T f MOM ammm ' �' � 1910 1 0 `7LGp C404,6, 1 f 10 00 S S $ S . a $ g $ $ _ s o 5� Sed'tS�IN. RF4,'`lftl .48,4,4 � qmmmw- __..- _ _... _ w w w w '/ST7 Il: ",'ll�' eCe A44IN 1`4 amm 4 � .mss STA. 10400 BE61N PROJECT ZO N ` 61,1- W1 1,V 1Tr $Z APA Z-1 t ► 1 "" �� I GRAPHIC SCALE 7*0 N471f TI-1 -06 AgA NOO IV IN PZ A CE. U—LAE. 4th 0 20 40 80 TSO CONTRACTOR IS RESPONSIBLEFOR RESTORING ANY EXISTING "ACE AFFECTED THE THIS INCLUDES, U I NOT LIMITED TO PAVEMENT, CONCRETE, SOD, SS D GREENS. ( N 'EE ` RECONSTRUCTION F SURFACES WITHIN' GATES OF I Bch = 40 f�. CHALK M N. ��'L CCS L E COMPLETED O _ . THE S TIS ' r ] ON ,OFS.L.O. COUNTY. ALLMATCH LINE SURFACES SHALL R T IORIGINAL (0 CONDITIONPRIOR. ` O FINAL COMPLETION O `� SE T PROJECT. THIS NOTE APPLIES TO ALL SHEETS. E 10+00 11 +00 12+0013+00 14+00 `� 5+90 16+00 _ 955 rl4f!m L r r R! I Cl gz— s J ./ R L .. _ CAPZ-NDWITH -DUC7-/1Z- 950 ``' a CIL ` ` °�" 950 ,. T GROG F I L uj ` 945 q UJ CAP EXISTIAIC, FOA"CF MAIN wr z 945 9AN N fel PLACE, ' COVER _ .--- Lu 940 vow Lu MAI� ri 1 Yid z Lu 940 LL LuLiLi 935Ul ---�-- - ——' STALL ,725 L.F. 31 PVC F CLASS . -Jr ;-1 935 g ., . y.... ty � El IS T. 6 FOXE MAIN W UJ i Uj Lu� 930 f 930 Iv ` 925 0 925 REVISIONS 920 NO. DATE PREPARED BY DESCRIPTON g ..... WASTEWATER COLLECTION LINE lit I PLAN AND PROFILE 915 SCALE . CIVEL ENGINEERING ATASCADERO CALIFORNIA p HORI L. 0{�-� LAND- SURVKYING ` `[ 4 DRAWNBY GATE CSD JOB NO. E Y���. t xf—'— p GR 979 { {}S , SUITE 4- _ _ ,:J 3920126 94 SAN LUIS OBISPO, CA 93401 CHECKED BY SCALE SHEET tt (805 54$-7401? r OF f •. a I i p - °SEE 5w T 2 MATCH `� UNE L 5TA. 16+00 0 00 01 E SHEET STA. I 4 66 ELEV, MKNQWN EXIST. 5 SERVICE IELD VERIF , VN .J ---------------- + �. 0 STA. 11466 ELEV. UNKNOWN o EXIST. 5 WER LATERA . F'IFL9 VERIFY �- s kG I a1A. � x`73 E�EV t��l � N EXIST. ATER 5E RV IC . I"I E,LD VEZI y -� STA. I +93 E LEV. UN KNO � 12", SEPARATION 17 :99 MAINTAIN IN1MM IZ ,SEPARATION EXIST. ATER SERVICE FIELD VERIFYBETI WEEN 1 CE MAIN D EYIST. STA. 1 491 ELEV: UNKNOWN N WATER SERVICES 00 c: EXIST. ATER SERVIC FIELDVERI Y � O ( STA. IS 10 ELEV. LINT MOWN � EXIST. S AVER LATERA FIELDVERI Y , 0 -1--- ffi to -STA. 19+3 ELEV. U OWN � c�� `' EXIST (ACP WATER Ll FIELD ERIFY + 0 ... 0 R/W won"C&I TSTA 194 f ELE�1 U )(NOWN EXI.5T. 5 ER LATERAL. :IELE7 VERIFY , T" , 19+5 1 ELEV.IJN NOON EXIST. C SERVICE. FIELD VERIFY R/W �� Comm/ + N Li m pp � 5rA, i 5obl. -q ..._. 0 STA. 214 43 ELEV. UNK VAN <� o EXIST. GAS ERV CE. FIEUD VERIFY 9 N ' # rr^c' 3 STA. 2149`8± ELEV. UNKNOWN', N I t d v t 0 .. 0 I to CA (S1 0 C) a to } 0 0 w— o W- m ST .24+T7 ELEV, UNKNOWN � � EXIT.(JAS SERVICE. IELD VERIFY e � Cyl o + 0 c' a z� "°• " c, 04 00 0 40.-4tzi PQ � j a 0 cca C y a 0 STA.- -t39 ELEV 0gNO 1N 4! EX I CCAS SERVICE-jFI E�L VERT m 26,1 . Aj ATCH LINE T ti11,Jill 11111.11 MATCHLI E m SEE SWEET EE s R o —n m 0 m + m !Z ---I c- 0 !4 0s cu � c s J Q� STA.35+80 t SEWER LATERAL aY w STA.33+6i0l/ .: -- STA.31+95 SEWER LATERAL U) SEWER LATERALwommaxamm"m 0=00 Comm am=* A r 986 _, __..:_ 9i3 a u_ _ t v� w � � w � F 30- I } 31+00 A 2 OO 28+' 00 --- --- - -Ye �Lg 77tP! g 9 9 9 9 9 9 >.w r " ,r 4 7' o Mom eal0m9�mC41s a4)mp d"�+P / ( Y A, S'fl -1 YS Lam' . _` GOMM -y+� Cdr w .... ods l vomw Y® mas amen �a s V m mFam omb ms ms e�memo®s®em® jy( — j UJ STA. 3 - 07.0 STA. 33+95.4 1` °— STA.37+28.18 < UJ STA.35+30 STA.36+82.00-- MH 4 2 V) N55°17'14"E MH 1 N55*17'11"E MH 2 SEWER LATERAL 3 86.99'5J"E MH 3 407.01 288.00 28c�,99 N55'18'54"E_ — - 46.18' GRAPHIC ALE 40 0 20 40 80 160 e INET } 1 inch — 40 ft. 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37—x--00 38+00 N " 990 975 �' 975 Tz 990 a r < _ _ . . . yr _ _ .. .: A? -. Y ...: . : __- n. _ _.. ZLa w vNJ _ EXISTING GROUND -Ile t� c ` PRQFILE }w EXISTING GROUND y '' w 00 PROFILEZ Li Li 970 985 970 3: w 00 985 uj ,_ _ _ LJ W _ 00 Vko � Lo Q � _� V) ---- ,�, ` — + _j r)� © �,Q vim `' ` ca �� ��xQw ' + � w 9)w'5 0 w cta c0 -- � -I-�`' v o_j caw rn0 0 < Z <t w 00 a _ r II 980 �, �. �� 980 � ��, Q � �� 965 , fy to � S 0'0376 to A01411 CUO�5F 040 CK LLJ c �-- 5 9960 975 4-- Z Lu 9 C7 �"} �-- -- INSTALL 284 L.F. 10' PVC tc SEXIER MAIN ASTM 'E;?J. j, � � D3034/'SDR35 INSTALL 283 L.F. X10 PVC z SEWER MAIN ASTM STD. 970 X60 970 955 D3034/SDR35 955 . _ S=0.a450 uj 95 t 965 950950 w f INSTALL= 2L.F. 10'PVC z 18 L SEINER v1AIN ASTM STD. 3 D3034/$DS 435 Y IN 42 L.F. 10,PVC 900 960 945 N ST STD. 945 SE R MAI A M } fi D3 34/SDR35 REVISIONS PREPARED "Y NO. DATE DESCRIPTIONWASTEWATER COUECTION LINE a 955 955 *tr";L E3 0 Alm Ov'AD CIE u N War UV Ao IDALK M UNTAII'r G " USE CrVIL ENGINEERING CAUFORTNUA 950SCALE : 950 t H 0RI Z: 1 --40' � � N ;BRAWN BY DATE CSD JOB NO. EF�1�: "-5' G 920126 979 OSOS STREET, SUITE F Mom r i SAN LUIS OBISI'O, CA 93401 CHECKED BY SCALE $� ' � SH "T j (805) 544-7497 3 R J M �__` 4 OF 8 i { =r u x t i 0 i _5�EPTIC 74NKZ.i�ACWrIZ"L P e 5p COAIIt/_CF r LLW SS. Z.47- <�) Qj�. zz RKING� -.,, `�. `-4.,,.,, •_.� 'a, �. .rr'' `fir`�'` f > ,r' r� �� � rte' ' rte'' d F LOT Utj `` �. \ �'-,. tea. `*.. \. "".. �''�.. `w. ``� '"."'---.^_ .............._--�^"'''•�^�,/�,«✓" ...^r p r' ar�F� .-<'"`" `''� �`' .s'� �,'° � .r p , s. t � e� � �� '+`a •` `•",� `4. �' a. �^�, --..'"^"a....«..--.....«.+. -^'�",..�-^^' �-"'...'°' ✓""� � d � v'. _ .._� ............._.,.., i _ � f fJ w e E �.. �..,�,� �,,.:"-y~" ��_.._�'--.. �:• .� ems---` �,� r�,�- _ n t ___--- _ Cv s t. _ _ . .v GTA +101(o STA,44 o9 8 _ r _ �r NOTE CONTRAC DR-- � 1 T � -._ p TO un ". } 4 OTE. COMRACTOV. 5"ALL RESTORE IEV T L PRIOR E L CET OF U IST CI ,:. i s --.»_.. ....... ...._� s ., �x, RECONSTRUCT ALL EXISTIN& PAVEMENT WHERE DISTUWSED BY SEVVEK IN5TAI.LATIO!�. GRAPHIC SCALE Moss REFER TO CITY STI). I]T'L. allTTE S�C`T"I�� P�,Vlsi�lIGMT FEC-OIIST?UCTION. a� � Z� 80 160 Million STA. 41+69.87 { IN FEET ) NOTE : CONTRACTOR 51AALL RESTORE ALL 1 inch 40 ft. I iC-iAlION SYSTE, S KING CONDITION TbN Y F END OF EACIAKIN to PAY. E ` 38+00 39+00 40+00 41 +00 42+00 43+00 44+04 45+00 46+00 47+40 48+00 in 965 965 Ce r 960 960 , u s 43 00 00 EXIST11, G GROUMV PROFILE --\ 955 `•`, 955 5-0-0050 ��..--Lu - s �� 5--00305 950 \ � 954 DC �` o = 0.0050 �' d 945 - �- 945 70 INSTALL 216 L.F. D R .L L. 0, �. �, z Lu SEWER MA61N NsTmD3034 5 0 R'69 H 944uj940 N5TALL 0 Ll 10 P.V.C• �� INSTALL 146 L.F. 10" P.Y.C. opq. 1 N 5 1 ALL 185 L.F. 10P.Y.C. j MAN ASI M STD. 5EVJER MNINASIM 5TD. 1 SENVER MAINSSTD. t 935 D 5839 93034/SDR35935 15 REVISIONS PREPARED BY NO. DATE DESCRIPTIONWASTEWATER COLLECTION LINE r 930 tr-%LAk ' r"%Re% FILE} ST 4'-"1+ 00 STAO 38+ 00 TO A b I 1 I 9Z5 SCALECrVIL ENGINEERING ATASCADERO, CALIFORNIA di'll:ii LAND SURVEYING N . Z: 1 '?=40' PLANNING DRAWN BY DATE CSD JOB NO. VERT. 1 GR 920126 979 OSOS STREET, SUITE F SAN LUIS OBISPO, CA 93401 OHE"1ED BY SCALE SHEET 1 (805) 544-7407 RJM OF 1 I�� �Ft { - r j j i 1 jj i { 1 t i { i i i 1 i I { ,a zE YIST/IVG P1 & fZZ� )40111PE t �. 157A_ • * 0 9 , e0CK p�1�1�� ��� �"/if C00A11 F_'r 11V 7 r X 1. 6° '. �` _ No , J 1 1 ft f� -I-00 � ­'_584-00 z t P } r P t ( r f,. 5 •ate �. ta, _ e , Aof _ 7 � vv / F J T ' 48 .ti r ' 52+0 � - q pV 3. 3 �5 dt! o+flo , i fI , e �a 57A v1*6451 740 7"# ✓A 7"ta� '_` 0417R -10RO 9M 515r87/f GRAPHIC SCALE A49 12 # ' 40 0 20 40 80 160 X-13 ( IN FEET ) t ` 1 inch - 40 ft. w_ 57A. 48$09.87 AlAl 48+00 49+00 50+00. 51 +00 52+00 53+00 54+00 55- 00 56+00 57+00 58+00 59+00 mea Alxl,rCrIN c, Y .5.T. 9 3J AA1,644) IAIV jvid/ 950 °915 y 9 � 5 , r r._. . , . 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DATE DESCRIPTION STS A :� c CTILINE 91 a 90PLA5 N PROFILE STA. 48+ 00 TO STA. 4_.':�9 + 0011 CIVIL . ... . . . . . . . � 875 ENGINEERING ATASCADERO, CALIFORNIA 910 9'� � 875� � A LANpSURVEYING R / HORIZ: 1 "=40 " " BRAWN BY DATE DATE � CSD JOB NO. } t 1 q f� t -- i -- y� 920126 VERT:T. 1 = 979 USQS STREET, SUITE F SAN LUIS ©81sPo, CA 93401 CHECKED BY SALE „ SSHEET(845) 544-7407 Rim 0 6 OF : 71_f61A1A` OF-OA e AS 9/0 WAI STA.64+86.0�`� MH#d Tl-1 Ra � 13 GREEN GRAPHIC SCALE i x 40 0 20 40 80 160 IN FEET F v ,fg 1 inch — 40 ft. „r 4 K-3 (See sht. !) CAR r..�-•�` � � � \ ? t 63+ s` -x _tXTSTINC_ SEPTIC jf AND CAP AB DONED SEWER LINES if �� �, a � EXISTING MANHOLE STA. +93. 7�:' DI3CT�I� IRAN MECHANICAL � � � � f dJOINT CAPS. BA FILL WITH { NA.TIV'E SOIL AND COMPACTS TO 90% RELATIVE COMPACTION. fN, may, �Q K �` �. i}; " GREED p�. r rn kW 250 STA.61+97 A.7tp #J5 ,t jkp Y , _.. •s 3 59+00 60+00 61 +00 62+00 65+00 64+00 65+00 66+00 67+00 1 z 2 ®cn V,701 905 z o 7y/,4N " 1 905 880 o ° 80 . .. Lu w wz* :2 ff � g uj u, 4.1 1 900 900 875 - 87.E -. w s' s 2+2 Lu r Lu 895 895 t.�,t 870 � � `;:, °- �' g ag 870 Lu IwA�I`aT `J'EPT)C TAN K_ ue/ - r 11VV MOTTIeT I& T � t A G Aeo6wo890 { RO D I I E 890 865 865 n +A�»rxmaysmnnaexnvuues: ..wem c...r mmR , * "J:»+xx' �.-%Y "rt. ..ussCmaxxmxr..t-�u..xrr zmxszxksrrna*s•�..w.:ae��e2ws..- mTmr.:.na..-..�.y�,.�,y...za. .- ^ _ ahrss xxu aw::,sxnunNr.:.rararry#m _ _.... - svesa.n amxcs: .r..ah> r»ma. rwe0 w�ue -aw._veruassurav¢auzn� r+erw. -tt.nnxtq:ty -� a.us-w..ens;s.a�au.e.,aa..anmm xvusn^r+x.' ssm;r..tuswrri^.cmxw+rass.Kxvw...a..u'P r.uue«+._..°Eeve- .-.xi.. ......................t._...._. ___.......... .w..,...^,:r.. Ssx, se....:-,... ..x-- �r.� ._,..-.... .. .,...,rc.. .,>ti..r......«. .._...,. �....-.. ....,.,:...., •... ... , .. ,.r.. ........t.. 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I VERT: 1 "=4' E - -7 �, 920126 1 ' 979 OSOS STREET, SUITE F SAN LUIS OBISPO, CA 93401 CHEr'KED BY SCALE SHEET {805} 544-740 RJM 1 �==4 OF 8 VISIONS APPROVALS Ap! 1\0VALS LS AP P-R'2VAtS�- REVISIONS REVISIONS APPR_A OVED� COUNCI[L BY D VED COUNCIL RESOLUTION NO. 26-92 3 10 92 rC-TA r -DI COUNCIL RESOI UTION NO. 26-92 3/10 2 C:S�Ckiwn.oN D-ATE-APPR -not DESCRIPTIONS BY DAIL AI-FROVt_ "8 'DATE 1APPROVED COUNCIL RESOLUTION NO. 2,f>--9 J__ 2 ZIOZ92 §07LIJ 4 DESCRIPTIONS ATEJ��PR6 f No.� 26--92 0 NOTE: t, WITH NEW SEWER INSTALLATIONS: PROPERTY LINE FORCED MANHOLE BASES GU TTER LIP PRECAST REIN CASE 1� NEW SEWEER /-BACK OF' CURB WITH EXISTING SEWER- GUTTER FLOW LINE WATERPROOF POURED IN PLACE CLASS "A" CONCRETE qASE STOPPER & MANHOLE BASE PER S.L.O. CO. STANDARDS -BACK OF SIDEWALK-,, CASE 2- ociv 1/8 BEND (451 ZONE DRAWING NO. S-3 (NO N -W SEWER JOINTS) VARIQ E NEW WATER MAIN 4" MIN DIA. SEAL/ ZONE PC" ZONE "C" SPECIAL PIPE Al A S DIA. z 4" MIN. ##P" S R TERAL SIDEWALK t-1 2" MANHOLE FRAME AND COVER TO CONFORM 4" PLACE 1 2"06" H ZONE NTH STANDARD DETAIL NO. 608 STEEL R BAR WYE SEWER ATEND OF SLOPE SHELVES N 0 JOINTS IN SEWER ' VARIES 10 DRAIN MA N LATERAL 6# 60 w LAJ SEWER MAIN PLAN VIEW ZONE �A" 0 ZONE "A ZONE "B" PLAN A CITY ENCROACHMENT PERMIT AND PROPERTY LINE "P" ZONE 4" INSPEC11ON ARE REQUIRED FOR SEWER I SERVICE AND INSTALLATION. 1 ZONE SPECfAL, SPECIAL ZONE Dv A.C. PAVEMENT PERMISSION PIPE ---NO JOINTS IN SEWER 6" SPECIAL PIPE CONCRETE COLLAR F _,S_ NOTE: "P" IS A PROHIBITED . % 3" OR 6" RISER RING MAXIMUM) 2 CONSTRUCTION ZONE, 2' CA 6 24� PRE /111ST C-ONCRETE (TYPICAL) w s A MANHOLE WALLS SHALL 8 PRECAST TYPE CONFORMING TO CASE 2 NEW WATER MAIN SPECIAL ASTM STANDARD C478-61T FOR CLASS 2 RFINFORCED PIPF CONCRETE PIPF P -T-T--v I MPINHOLES SHALL BE WATERTIGHT CURB & GUTTER -* ------NO JOINTS IN WATER MAIN i ZONE NOTE: MIN. LATERAL SIZE (01 L LATERAL SHALL BE CAST ]RON PIPE 4" DIA.; MIN. SLOPE JOINTS TO BE SET IN A WATERTIGHT MEN' THE COVER IS LESS THAN '36' SEALANT APPROVED BY THE CITY ENGINEER. -ZONE P Z=z= 4 OR PVC PIPE ENCASED IN CONCRETE 1/4- PER FOOT PLACE /2"06" -R\10 6 OVER THE TOP OF PIPE. OTHI 3' � I LATERAL SHALL BE SDR 35 Pvr-c. STEEL RL'BAR A T END 01- >1 I _�,oe- o LEAVE OUT PIPE IN CHANNEL OR PIPE SPECIAL 4' 4' 6 t PEkMISSION j LATERAL, t SHALL BE PRECUT BEFORE PLACING 0 WYE 48' 6 BASE� CL PRECAST REINFORCED MANHOLE BASES '--1/8 BEND (45*) SECTION ZONE WITH INFLOW AND OUTFLOW COUPLINGS 4" INSTALL., CAST IN AT ENGINEERED INVERT, ANGLE, WATERTIGHT SEAL AND SLOPE ELEVATIONS. IF NOT CONNECTED 1" RADIUS—, SEWER MAIN T1 ZONE NOTES: TO BUILDING SEWER. BROKEN OR CHIPPED RINGS AND CONES SPECIAL �S" SHALL BE MARKED ON CURB.OVER LATERAL. PIPE 1 SHALL NOT BE USED EXCEPT BY APPROVAL Of T TE r 2. THE "S" SHALL BE STAMPED INTO NEW CONCRE I HE ENGINEER. AND SHALL BE CHISELED INTO EXISTING CONCRETE. OF CENTER LINES. NOTES: ZONES IDEN-RCAL ON EITHER SIDE 3, THE "S" SHALL BE NOT LESS THAN .3" HIGH, 2" WIDE ZONE "P" IS A PROHIBITED ZONE, SECTION 6463-0 (e)(2) NO JOIN TS IN WATER MAIN 8" MIN. . DEEP. AND 3/16 CALIFORNIA ADMINISTRATIVE CODE, 'n TLE 22 RUBBER WATER STOP WITH STAINLESS A9W-r- 40/ !e 60 2 00 WrAeRZY 4. MAINTAIN MINIMUM 5* HORIZONTAL SEPARATION FROM STEEL BAND ATTACHED TO ALL CC) I lill WATER SERVICE. 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS. 7V ONO" MAIVV 15 CROSS SEC-FION S. INSTALL MAGNETIC TAPE AT A DEPTH OF 21+"-32", THEN UP TO SURFACE. SECTION A-A DRAWN BY: Cli TY OF ATASCADERO DRAWN BY: --------- R.A.L. CITY AWN B Y: AWN BY: ENGINEERING DEPARTMENT DRAWING NO. R.A.L_ OFATASCADERO I CITY OF ATASCADERO CITY OF ATASCADER0 V.s� I DRAWING NO. R.A,L. DRAWING NO.- DESIGNE6 ff�- DESIGNM BY: ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT �S.J.S. DESIGNED BY DESIGNED eY-- S.J.�S. I . _1---- V_8. SEWER AND WATER D2TE- DATE: 2 -27/92 602 WATER & SEWER CROSSING TYPICAL ECCENTRIC CONE 2 27 �9,2 601 2, 27/92 SEWER LATERAL LOCATION 603 606 FIL NAME: 02/27/92 PARALLEL CONSTRUCTION FILE NA AT602 DWG DETAILS' LE N AM E. FIL-E NAME.----] PRECAST CONCRETE MANHOLE AT603.0.WG I I I NONNI I I I I mg,'p, P., V� PP O'qAL-S'.'-- APPR' ALS.', REVISIONS REVISI ON S -92 3/1 TE, APPROV MON NO. 26-92 'Z , - : --- �ED�',C�OUN cIL,, DESCRIPTION'S BY DATE APPROVED COUNCIL RESOLUTION NO. 26 0 92 RE�jOLV /1p, Z 99(�2 �2 4�'Al 4 Ivorf 72F (AlOr IV01 V).,66�ARM6 rO -7ye-4 co*_15Prel1cr1cl1v OPc 7Y10 1W,11 TICAL lVapl,,cy 74-0 CUT EXISTING ROADWAY TO PROVIDE VER 4t4ow ieae mow SKID RESISTANT SURFACES AND SQUARE CORNERS. CUT EDGES AeE 7o CONIVCM 7Z) ,�,M WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROMDE M'IN 12" BENCH (_5V-10WA1.,/-/,f 714A14P) FINAL MINIMUM 2 INCHES INTO UNDISTURBED ROAD BED (BOTH SIDES) 12- MATCH EXISTING. GRADE ASPHALT OTHERNSE -7 7-/-7=- . Z.1Z_ZZZZ 0 j a- 0 1 o #.k a ok 0- 0 of.% o o o 40 0 0 44 0 � 4 0 w 6 44 0 a 440 0 0 0 0 u 010 '275 AIL SANITARY SEALED BLIND E.�',(ISTINC- SECTIONS 070.?�7 SEWER Z IN*AU AIRTe--Yr UJA be7r_-417 PICK HOLE )Z/m (ex.) 95% RELATIVE COMPACTION VARY -9 ,Y 60"505&VrRIC FUT Af , COV1W ( `PAA4776-YT"iP_ MIW 6" CLASS 2 frVeeC-77- 61V7Z�9PA)1_c?4-*,0)e&,Q) rasp "'Al. 40vex AGGREGATE BASE W1 111,5AY Y 0617Y AOCIAIV AeAlnt 24' —SELECT BACKFILL FREE 54", SEE NOTE BELOW FROM DEBRIS AND CONCERNING TRENCH INSTALt:___ DELETERIOUS MATERIAL. IN EASEMENTS. MAGNETIC TRACER I-APE 44104C HO&C 11V .5KIe77' COMPACTED SAND 90% RELATIVE COMPACTION WAU FOO 11VOTA41,ATIOV OR APPROVED 4%505 11VV. IAI c�c /yea/ /P/46 GRANULAR MATERIAL, v ALL CONTACT SURFACES TO 9#A,,cr WY4 BE MACHtKE0 e6 4-Co,5 26-1/4" //vv/ 2 -13/32" 5 6� .9A W OR &10a �;V7' 6" MIN 6- MIN AW710AI 01F 25-11/32" 8" MAX MAX lvfgl /0 A) INV 6" BELOW FL 944t �PVC AM45 rO lo,!-,-) TAPER eA 9F_ � A-4 W MIA a 0 CONCRETE WORK IN CHANNEJ .0 wl kiIA7zR: n5#r��,ew STEEL TROWEL SHALL BE A FINISH AND SHELF AREAS S 04 HALL BE A BROOM FINISH- o . A CITY ENCROACHMENT PERMIT AND INSPECTION ARE REQUIRED FOR f TRENCHING IN PUBUC OR COLONY 0-11 GREATEST O.D. DIMENSION )226��V 1AIAUC6 AT PIPE JOINTS RIGHT-OF-WAYS_ ce- �l , covvi:::�. SOUMAY FOVNDRY 1900 4IM211-�Y 15V_4r-�. 5)1�7clj4l, IWANHOZ.6 49ifrA& OR APPROVED EQUAL 40,7/1,-57t 7Z:> 4640kl lt7R Alegl -ROADWAY TRENCH WA7,Ae .150'70/'o W1 NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON A r MEN :NO STRUCTURES ARE TO BE BUILT OVER TH E TRENCH. IF S�TRUCTURES ARE TO BE BUILT "IAIMO!� 49r.6el_ iMN49 OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SEC11ON ABOVE. E FOR A9 X77,46V,5527 V A.16 )V771hl'6* NOTE: CAPACITY SHALL BE ADEQUATE kf� 7Z) 46,6 )eet�54///,r r.:5,ee 7-0 11V_!0K1,0,e 9147"- 7_A5VMI��_ev* STATE H20-S16 TRAFFlC LOADING AZAA1 REVISIONS RAWN BY: CITY OF ATASCADERO RAWN BY: CITY OF ATASCADERO DRAWING NO, PREPARED BY C.A.C-. ARTMENT DRAWING NO. V.S. ENGINEERING DEP ENGINEERING DEPARTMENT--_— ------ NO. DATE DESCRIPTION WASTEWATER C011ECTION LINE 0 SIONED-78Y. DESIGN-ED BY. s $, V.S. .4 TE. DATE: 702 02/27/92 227'/92 E COVER D - 608 -BACKFILL REQUIREMENTS FOR 2 SEWER MANHOL WATER OR SEWER LINES 1wommulmwom AM= E NAME: FILE NAME: &I= Am= DETAIL SHEET AT608-DWG AT702.DWG n CIVIL ENGINEERING ATASCADERO, CALIFORNIA IAND SURVEYING mw...m� PLANNING DRAWN BY DATE CSD JOB NO. 4- RM 920126 979 OSOS STREET, SUITE F SAN LUIS OBISPO, CA 93401 CHECKED BY SCALE SHEETI _q/12Z9��2 10/912 (805) 544-7407 Rm N/.A 8 OF 8