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Home My WebLink About1995 - Violeta Avenue COA15MUC r/L`Y& NOrE I NO CON$TRUCTION ,SHALL BE STARTED WITHOUT PLANS APPROVED 'Sy THE ,, Al NOT 142"IT, -41' AXISrIN9 /0 VI" HOURS, PRIORVO STARTING .OF CONSTRUCTION. * ANY CONSTRUCTION D0Nl,'V%r4VT APROVIM C7V AvV,41W) d,LE Y. NW, W44 44, R t%,C IM, FLA THE Z�QT Tj NS OR PRIOR NOTIFICiTIO0 TO Zj "T�m AT THE. CONTRACTORS AND LOT OWNER'S, RISX0 AlY CONSMUCr X,4N113VWAeWFR IYON1014" 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHa,L CONFORK TO THE COP,MT Of $a IMIX,4 ALlo WORK 'SH4L 41 OVI CT� Talu OBISPO STANDARDS AND SPZCIFICATIONS' . AND, Jj P1?07A0r IN RUCr c./r Or, THE ENGINEXRO COMPACTION TESTS SHALL BE MADE ON DACKFILL MATERIAL TO DERTIFY THAT ALL 'WORK HAS BEEN COMPLETED IN CONFORMANCE WITH $*'L.Oo COUNTY STANDARD W, 8,01 ------ 56WR &ArM46 17CR START OF Tw", TO TIRE IAISZ;va 90 iS 1.0- 601IN711 SAO. 6 ALL UTILITY COMPANIES MUST Bf# N0TIFlED 'P9TQR W,41_R 642 I a CALL U.S.A. LIN' 444 Ar 4DAW Z LOCATORS 1-000 -!-2 MAN, 2 AP T 91 w SM- 5X IpYe t/,O J% to. AN SNCROACHWNT PRAMIT IS RFoQVIW ,FOR ALL WOV *,WjTHj$, TO OW 114P APE X6nFAWJXe 1YW7"1,WS ,PC 066'Of EX.A SPPA 17'MA P '.'r740 111WOrA J THE INSP9 I w 'WAL THE Z _taw MR 73V IWArflON a1c:M14,VRO,400r. CTOR ACTING ON 3 1 Or 0 ANS TO SOLVE U , Oas v rul '' ""Roum" '"t, ,MAY REQUIRE REVISIONS IN THE PL -Of T X DOM ALL REVISIONS SHALL BE SUBJRCT ,TO THE OVAL FIELD. Tus X. 5 Zrlf MWLAt 6. ANY, DIS.TURBED MAILBOXES 00 4?.40 REQUIRED RELOCATION. OF GAS COMPANY,FACILITIAS SHALL "A 'a wx lug:AT Tag. AXPINS LA& 0� 21A T DEVELOPER. PAC BE AT Tat EXPENSSOF T14,1141 'JIG /0. ANY REQUIRED RELOCATION OF PACIFIC BILL ILITIEV4HALL, eee*107 C2 5,p5b INSTALL., CC EA 00 A NoUr Pei? 5.1.P. '07COUAITY 5TP. 64 PEVELOPER. IMPROVEMTS SHALL BE CONSTRUCTION STAKID BY ONE OF THE FOLLOW100; A', REGIST ENGINEER* OR A, STA Of LICENSED LANDSURVEYORt L TCEN�4pl IN THE �Tl FORM&, TION AS TO /12. THECONTRACTOR SHALL PROVIDE AS-SUILT"IN 0 'Ta $ThTION AND DEPTH OYALL SEWER LATERALVAT THE POINT,WHEM TROY CROSS, z 0 T, OR ROAD RIGHT-OF-WAY LINE AS WELL, AS MANHOLE AND CLEANOUT LOCATIONS FOR TO'S PURR, OF PROVIDING THE ENGINEER WITH A BASIS FOR A$-BUTI�J DRWI*GS*l 0 z Ll P 0 !Zee_ ell PLA N SeALC 5,0' vlow r r x4p -------------- ----------- _7 777�-7-. ---------- ---------- ............. ------------------- ---------- ---------- ------------- 4 --------------------- __,-- --- ---t-1 1 ----------- ------------ ------ ---------- ---------- ------------------- t ------------- //ft 4� releo). ----------- ------------ ---------- .............. ........ -------- AAAAA ----------- ---------- :....... -7!t ........... ------------- ............. 7. 47 ----------- dsA ------- ------------------ ...... r ---------- ............. ................ -4- ----------- -—------------------ ------------ T ---------- ----------------------------- -------- ------------------------------- ....... ------- ww or -vw *IF WW, -------------------- -------------- ---------- ----------- ------------------------------------ ------- ---------- ----------- ------- ------------ ------------ ------- --------- ---------------- ------- ------- ----------- It ---------- 4 .......... ---------------------- ------------------- ............... ZOO -------------- ---------- "cri --------------- -------------- -------- -- -------- 0 ............ 0, go" Tj --------------- ----------- ------- ------- t7 Lu ------ 0 0 ----------------- ---------- ----------------- ------------------- ---------------- ------ ------ ------ ----------------------- ------- ------- ST, E IN r ----------- CUE NGl#&q'EER -6,827 7401 EL CAMINO REAL*8 ATASCADERO,CALIFORNIA 93423 805 466 ----------- ---------- ---------- ----------------- ......... -------F ....... -------------- ---------- ------- CNEI? CYrENSION L1104 ErA A VC 5 REVISIONS ------------ ------------- t Or 84 OCK 1-6, ArASCAVERO ------ ------ COZOAI%l A rA 5 CA OCKO CA. ------------- --------- ---------------------- ------ ...... --------- --------- 5RXWN KU 2 C.JOHAtSOAt io� ------ FA 14�qAl ACE 007 —---------- ------ ----------------- Keuffel &Esser Company PLATE1, PLAN-PROFILE 48 70,�4 Made in U.S.A.* 1.1-�'ll",�-��1.11��--l��,,�1--�,-�- ''I'�'ll""Il-,��,-,�,-"-�"".,1-1 111-- .1 I�11.1 � I t,.,�-�, I I . 1. I�. I I I I . � . � I I I I I I I I - _____ ------- ----,---____ — __ ____ __._______ — _____ --�-,--------�.-------------�-�------------,��--��--.---�-----�-,��—�-,-��---��------,--.-��,�.---�---,�-,-,-�---.-----------,-��------�--�----,-��--�--�---_______..___�----��--.-,-,.---.--.-.�-11-�------�1--l--"-�--------, I I I � � . I vo�=�mmop��mw�ummm�mu�A.W�w�wwwaummmomwmwm.wmmwwAwmm — I I � ' . I N SHALL BE STARTED WITHOUT PLANS/PERMIT APPROVED BY THE CITY ENGINEERING . � I H H NT, MA 11 DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR I I H LANS TO SOLVE UNFORSEEN PROBLEMS TI]AT MAY ARISE IN THE FIELD. ALL REVISIONS . I . HE APPROVAL OF THE CONTRACTOR'S ENGINEER. .1, H T WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S I . I H MAINTAIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ANY � - AND ALL CHANGES FROM' THE CONSTRUCTION AS PROPOSED IN THESE P 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO AND � " ' VIDING 'THE ENGINEER WITH A BASIS FOR H . I . I SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. - 1 11 I "", ,��; � VA I I. 0� I �, 1 , U. , ��, ,�_ I r, ,�,,l DANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS , ,',� 1�,r �l I . 1=4 ,1111 I HIE,, 114� 404. ALL TESTS, MUST BE MADE WITHIN FIFTEEN DAYS PRIOR 1� I. ;& 0 I � M ,i;� � I - I �_'s 1-T, . . " ,, ,lz�. I lllc , /9 IN THE EVENT THAT THE CONIRACIOR NOVICES IRRU-1-3ULARITIFS IN -THE LINE OR GRADE HE SHALL � ' IT -10 JIIF IMMEDIAIE AllENtION OF -THE LNGINUER. IF HE FAILS TO DO SO, THE CONTRACTOR I 1 S SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED I BRING - H ERRORIN THE GRADE ONSTRUCTIONTO CORRECT , � I H H I � I SUCHERROR. , �,'., lk . MENTS WITHIN THE AREA OF CONSTRUCTION SIIALL BE PRESERVED OR RESET BY I 11 �5- A REGISTERED CI T . :�� tA 11 EYOR IN ACCORDANCE WITH CITY STANDARDS AND AS REQUIRED I I I H .I �) �t I BY STATE LAW, SUBDIVISION MAI) ACT AND LAND SURVEYORS ACT. I � ( - -,z I IV ,, - __-T_ __l 14E CIVIL ENGINEERtERTIFYING THE 444 ,� IV *11 ' REPARING THE H T WHEN THE FINAL INSPECTION K ��, 'k, I �n NG OR OTHER CONSTRUCTION WORK NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION !i� � � in �� 'OF'THE OFF-SITE PROPERTY OWNER. I I � 11 ,c a .t %� I 11, I D, %. D I _______ I . �l . vi qe % I H BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY PLANNING DEPARTMENT. " ' � I � A 4) . . ' . ,�ll 1 N _� N� 1�' \� 1-7. EES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES . � , f I�' I k1V 1�� CONTRACTOR WILL BE REQUIRE[) 1-0 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS � 1�4 �e I -ION FOR THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND ;� N MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE :� -�j DURING IIIE COURSE OF CONSTRUCI , ,;S 1,k4 - � - el � � � , ,� � N 0 >� OTHER UNDERGROUND STRUCTUR V W � I I _Y, THAT THIS REQUIREMENT HL APPLY CONTINUOUSLY AND NOT BE LIMITED m JOB SITE. HOWEVER, ALL EXISTING UTILITY AND � ., , -, k- PROPER] I I ON THIS PLANAND THEIR LOCATION WH H CTION CONTRACTOR AGREES �j �j I 1"k- � k �� \� ,�- I � �( -TO NORMAL WORKING HOURS, AND CONTRACTOR FURIIIER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS � Dr-.�_SIGN PROFESS10NAL FROM ANY AND ALL LIA1311-JI-Y, REAL OR ALLEGED IN CONNECTION WIT" THE � I �l THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING O H t i� ��s ,�� 9 �, � \ V) lk- %_4 V 1 14 1 H I "" �k- ,, PERFORMANCE OF WORK ON ITIE PROJECT, EXCEPTING LIABILIlY ARISING FROM NEGLIGENCE OF DESIGN \� �.c 0 _ I � 0 V I � I I v H % V, 1�1 u u .t :� PROFESSIONAL. I V% t �* I � � I . - - -, I 4 -IED PRIOR TO Tkf� START'OF CONSTRUCTION. CONSTRUCTION N' . k Z� � \,(. __!60 Y--/ &�__�jr I \A I /'�? 'THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES SHALL BE 4- IF >1 I . ,AVFI , I -*'j � �� t V), (,A t'l IN ACCORDANCE WITH CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AR I I , H _/l j 71 - .n) '\�, .� .:�, 4� - ' � I I " It, � 11140 -5 H H H � 0 1�v q N �,- H REET CLOSURE WILL BE PERMITIED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED I I / � \j ;��- BYTHE CITY ENGINEERING DEPARTMENT. I � �r I . H 000 14, . , " I I . i <4 - H -OF- � * "�` / �o-, I 'I,/ o 0 � ../ W w ;>,.. i , 100 1 D HALL BE SET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR 1, lx/. Y_ tzlv- \ 4r,�. % 47.. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE PUBLIC .RIG T � 'z 1;) I 0 0 % - � 11 w w � 11 A * S � x :c ,��l ll\:�,%, \....0-Ir .v H , - _ - � N_ Q Q ---., 94 1 - I - , I . 11 I I �_ >_ I IIIIIIIIIIIIIIIIIIIIIillillillll.w�� i / I I * AIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE POSTMASTER AND � 0 Z < 11111,1111 � / - I � '�I�l �� 9 I 11111,1111 I � 1, uj 0 ul 3� 11111111111111M ! I 1, >_ Lu :E , I / ARTMENT. W �_ / � ,, > �_ Z U- - q I k -I __ I cc 0 (D 0 ..-� � - . Iq 1111111111111111111111. / I � � -7--- I ... 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I � . m 48 7024 Made in U.S.A. . -, - - ___ ____ __________,_____----------_11-1--l-I—--,-, 0, I - __ -1-- ____ _-______.___.__l-l __________I 1-__-- ."I I I -�.-----.--�---�---.--",..-�--�.--�------------.----,--�,-�,.�-.--�-,-.-��-�----�--.-----.----,------------�---�.-.-��-.-��..--�-.----.�-�--��--�,-------,-----�-�-------��----. ____ . I I , . I . I � . �\11114 .................. ....... .......... ........... ........ ...........00000'41 COA1,67 9UCF10A1 NOrE5 1 NO CONSTRUCTION SHkLL,l BE STARTED WITHOUT PLAN84PERMIT 41 APPROVED BY THE CITY + ENGINEERING DEPARTMENT. ITHE CITY5 Q ENGINEERING DEPARTMENT SHALL, BE NOT� ED ',, AT LEAST 24 HOURS- PRIOR TO STARTING CONSTRUCTIO$,' P#NY h CTl'ON DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION' ' TO TH qoo\ E'VITY-S ENGINEERING DEPARTMENT L k% 0 WILL BE REJECTED AND W�,,LFB AT THE CONTRAC I TOR'S AND/OR OWNER'S 0 RISK AND EXPENSE.IAll ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO AND COUNTY OF SAN LUIS � OBISPO STANDARD AND ITE SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEERING DEPARIMENT.41 0 SOILS TEST SHALL BE DONE IN' ACCORDANCE , WITH THE COUNTY 0 �TANDARDS AND SPECIFICATIONS SECTIONS 11-351 . 1403 AN Al- D MADE 'WITHIN FIFTEEN DAY 4410 1 P51 . 1404. ALL TEST MUST,BE PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE M=IA -7 LOCATION AND SOURCE OF THEMATERIAL.VICINITY MAP % ------ 4. COMPACTION TEST SHALL BE MADE - ON SUBGRADE MAT ERIAL AND N,T S. MATERIAL PLACED AS SPECIFI ED BY THE CITY ENGINEERING DEPARTMENT. SAID TEST SHALL BE MADE AND APPROVED BY THE CITY ENGINEERING EPARTMENT PRIOR TO PLACING O�' THE NEXT MATERIAL.A REG I STERED C I VI L ENGINEER MUST CERTIFY THAT THE ........... IMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE WITH THE REQUEST FOR FINAL INSPECTION. "AS-BUILT" PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING TTIE "AS-BUILT" PLANS SHALL BE PRESENT 1MPROVEMENTS AND PREPARING THE WHEN THE FINAL INSPECTION IS, MADE. '6. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE Of' AN ENCROACHMENT PERMIT AND START OF CONSTRUCTION. rj 7 AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND N 'FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WNERE SHOWN IS APPROXIMATE. CONSTRUCTION tONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Ii,RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND bTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE 0 I �COURSE OF CONSTRUCTION OF THE PROJECT.�8. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF z c �,CONSTRUCT10N. CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-642-2444 AT LEAST 2-10 DAYS BEFORE,4BEGINNING EXCAVATIOM AND SHALL VERIFY THE LOCATION OF ANY KNOWN�UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION.\(Ij 9. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE-OF-WAY AND- WILL BE VISIBLE PRIOR TO THE WITHIN THE PUBLIC RIGHT�ISTART OF CONSTRUCTION. GRAPHIC. SCALE so �0. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINE I EJ�ING'20 0 10 20 40 DEPARTMENT, MAY REQUEST REVISION� IN THE PLANS TO SOLVE UNFORSEEN= PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS-, ARE SUBJECT TO THE APPROVAL OF THE CONTRACTOR'S ENGINEER. IN FEET �ALL MAINTAIN A CVRR,l 11. CONSTRUCTION CONTRACTORS SH C,OMP.......... ------ --------- ---------------- R U-C DN- ------- I -------------------------------------- ------ RO 0 1ED----I OF AN ---------- AT�l DRA ------- _ENG -TH-- -143-- F-011 Dr NO----------- -----------..................------------------------------- .............................. ......... L-BY -Mfk WT.,- --------- .... .... ------ L II ....... ......... ................ ............................... ...---------------- ------------------------------- 'A LE...... 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FLA�l 1 OF Z, RE\ASIONS REVISIONS A P P R. LS. APPROVALt5 REVISIONS APPROVALS 5LU�JJON NO. 26-92 3 10 92 APPRO 0. 26-9 /92 DESCRIPTIONS BY TE APPROVED COUNCIL RESOLU11ON NO. 26-92 0 92 DESCRIPTIONS BY DATE PPROVED COI N IL REZ_�_ D INS BY DATE. VED COUNCIL RESOLUTION N CONSTRUCTIO14 VOTES 1. No construction shall be started without plans and/or permits approved by the City Engineering Department. The City Engineering NOTE: (DWITH NEW SEWER INSTALLATIONS: Department shall be notified at least 24 hours prior to starting PRECAST REINFORCED MANHOLE BASES construction. Any construction done without approved plans or PROPERTY LINE prior notification to the City's Engineering' department will be GUTTER UP BACK OF CURB 14" QWITH EXISTING SEWER: III, GUTTE POURED IN PLACE CLASS `W CONCRETE rejected -and will be at the contractor's and/or owner's risk and R FLOW LINE WATERPROOF I - MANHOLE BASE PER S.LO. CO. STANDARDS STOPPER & DRAWING NO. S-3 expense. 1/8 BEND (45*) BACK OF SIDEWALK SEAL7 4" MIN DIA. VARIEa ---------- All constructi-�,iqn work shall conform to the City of Atascadero A A 2. r ` * " and County of San Luis Obispo standards and specifications and all 0 L A A work shall be subject to the approval of the City Engineering SHELF MANHOLE FRAME AND COVER TO CONFORM t Department# A 4* MIN. DI Lx-/ r--1 2-� WITH STANDARD DETAIL NO. 608 SE R LATERAL SIDEWA PLACE 1/2"x36" SHE soils tests shall be done in accordance w ilth the County STEEL REBAR SLOPE SHELVES 3. standards and specifications sections 11-351.1403 and WYE SEWER AT END OF TO DRAIN MAIN VARIES LATERAL NOTE: NO LATERALS ARE TO BE 11-351.1404. All tests must be done within 15 days prior to placing CONNECTED TO CLEANOUTS. material. Testing results shall clearly indicate PLAN PLAN VIEW the location and source of material. SEWER MAIN 4. Compaction tests shall be done on subgrade material and A CITY ENCROACHMENT PERMIT AND ROPERTY LINE material placed 4s specified by the City Engineering Department. INSPECTION ARE REQUIRED FOR SEWER A.C. PAVEMENT Said tests shall be completed by a certified soils engineer and SERVICE AND INSTALLATION. 6" PAVEMENT CONCRETE COLLAR approved by the City Engineering Department prior to the placing of as" __T__ RING (9- MAXIMUM) 3* OR 6" RISER the next material. 2" CONCRETE COLLAR 6 AS E MATERIAL PRECAST CONCRETE (TYPICAL) 5. Subgrade material shall be compacted to a relative compaction MANHOLE WALLS SHALL BE A 7" PRECAST TYPE CONFORMING TO of 95% in the roadway prism between fin lished subgrade elevation and ASTM STANDARD C478-61T one foot below. All material in fill sections below the zone REMOVABLE CAP FOR CLASS 2 REINFORCED mentioned above and in the s idewalk sections shall be compacted to OR PLUG CONCRETE PIPE. 90% relative compaction. CURB & CUTTER SAME SIZE AS MAIN MANHOLES SHALL BE WATERTIGHT LINE (6" MIN.) 6. A registered.,�.,., civil engineer must certify that the NOTE: MIN. LATERAL SIZE: 120 JOINTS TO BE SET IN A WATERTIGHT LATERAL SHALL BE CAST IRON PIPE 4' DIA.; MIN. SLOPE roved to SEALANT APPROVED BY THE improvements, when completed, are in conformance with the app OR PVC PIPE ENCASED IN CONCRETE 1/4- PER FOOT CITY ENGINEER. plans prior to the request for final inspection. WHEN THE COVER IS LESS THAN 360 F- t PLACE 1/2"06" < OVER THE TOP OF PIPE. OTHERWISE, < Record drawings are to be prepared af ter construction is completed. STEEL RESAR >1 The civil engineer certifying the improvements and preparing the LATERAL SHALL BE SOR 35 PVC. AT END OF MITERED BENDS (1/8) LEAVE OUT PIPE IN CHANNEL OR PIPE LATERAL SHALL BE PRECUT BEFORE PLACING record drawings shall be present when the final inspection is made. 6" BASE. 48' 6" SANITARY SEWER LINE WYE LE BASES *7 A base prime coat seal or fog seal will be applied if PRECAST REINFORCED MANHO WITH 114FLOW AND OUTFLOW COUPLINGS directed by the City Engineering Department. "1-1/8 BEND (45') SECTION CAST IN'AT ENGINEERED INVERT, ANGLE. INSTALL ELEVATIONS. AND SLOPE WATERTIGHT SEAL 74�, I 8. An inspectioA agreement is required prior to the issuance 1" RADIUS SEWER MAIN IF NOT CONNECTED N OTE: WELL TO BE No. 4TT VALVE of an encroachment permit and start of construction. BROKEN OR CHIPPED RINGS AND CONES r\ NOTES: TO BUILDING SEWER. BOX NTH CAST IRON FACE SHALL NOT BE USED EXCEPT BY APPROVAL AND COVER (BROOKS PROD- tion of "S" SHALL BE MARKED ON CURB OVER LATERAL it OF THE ENGINEER. 9. An effort has been made to define the loca 2. THE OS" SHALL BE STAMPED INTO NEW CONCRETE DUCTS INC. OR APPROVED 4N underground facilities within the job site. However, all existing EQUAL). CAPACITY SHALL this AND SHALL BE CHISELED INTO EXISTING CONCRETE. EQUATE FOR STATE utility and other underground structures may not be shown on BE AD 3. THE OS* SHALL BE NOT LESS THAN 3" HIGH, 2' WIDE MIN:"�- where shown is approximate. The H20-S16 TRAFFIC LOADING. RUBBER WATER STOP WITH STAINLESS and their location AND 3/16* DEEP. A-A plan SECTION -N.- Al construction contractor agrees that he shall assume sole and 4. MAINTAIN MINIMUM 5- HORIZ-LG44TAL SEPARATION FROM STEEL BAND ATTACHED TO ALL _Z1 r,no WATER TIGHTNESS. X complete responsibility for locating or having located all WATER SERVICE. MIN. FITTINGS TO INSURE nd other 1 1 - 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24--32-, THEN SECTI ON A-A underground utilities a' fac"lities and- for protecting them UP TO SURFACE. i during construction. ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWING NO. DRAWN BY: CI TY OF ATASCADERO DRAWING NO. DRAWN BY: CI TY OF DRAWING NO. R.A.L. ENGINEERING DEPARTMENT R.A.L. T ENGINEERING DEPARTMENT 10. Ali utility companies must be notified prior to the ,start of V.S. ENGINEERING DEPARTMENT ES1 construction. The construction contractor shall contact 'aE S I G_N-EU__9_Y- DESIGR_ D BY: S.i.s. V.S. S.J.s DA PICAL ECCENTRIC CONE Underground ServiceAlert (U.S.A. ) at 1-800-642-2444 2 to 10 days D2TE 603 DA SEWER CLEANOUT 605 TY 606 prior to the start of excavation and shall verify the location of 2 27�92 SEWER LATERAL LOCATION 02Z27 92 02 27,Z92 RECAST CONCRETE MANHOLE FILE NAME: FILE NAME: P any known utilities and whether' or not a representative of each AT605.DWG Ili SIMON =1101 T606.DWG company will be present during excavation. ""SION!T- APFRt.'.,*VALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/ld/ SEWER CONSTRUCTION NOTES�-- 11 A City encroachment permit is required for any work within the public rictht-of-wayj, for both sewer and road construction and the rm with specifications inspection card shall be posted. on the job site prior to the start 1. All construction and testing shall confo of construction. and standards contained in Section 6f et seq. , of the City of Atascadero Standard Specifications and Drawings, unless otherwise 12. The City inspector, acting on behalf of the City approved by the City Engineer. Engineering Department, may request revisions in the plans to solve mply with 2 . Trench bracing or shoring, if necessaryi, must CO unforseen problems that may arise in the field. Revisions shall be "Trench Construction Safety Orders" of the California State reviewed by the design engineer prior, to implementation. The to ensure workman safety and to 1 ,-- CUT EXISTING ROADWAY TO PROVIDE VERTICAL Industrial Accident Commission inspector may alert the contractor to deviations in the work from SURFACES AND SQUARE CORNERS. CUT EDGES protect and facilitate the work. the plans. The contractor shall remedy the work to comply with the WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH plans to the satisfaction of the -inspector. FINAL INTO UNDISTURBED MINIMUk+ 2 INCHES ROAD BED (BOTH SIDES) *3. Pavement shall be sawcut at least 12 inches wider than the' A.. GRADE r d trench. Base and asphalt concrete shall be replaced to 13.� The construction contractor shall maintain a current, MATCH EXISTING. 12* ASPHALT OTHERWISE ecruire complete, and accurate record of all changes wh ich deviate from the Z�V/ - 7 ciiy standards upon project completion. construction as proposed in these plans and specifications a 1P% 0 0 0 0% Ik- 0 0% 0 to.. a 0 0 0 4d e 0 Id 0 0 0 /14 0 0 4 0 /4 0 1�0 f 4 . sewer pipe laying and house service laterals shall conform to 0 0 �- o 0 0 V 0 ip 43 - in Section 6. 10 of for the purpose of providing the engineer with a basis for record - 0 - Goo _ 0011, 0 111, 0 1, 0, Requirements, specified . drawings. No changes shall be made without prior approval of the City Construction Standard Specifications and Drawings. City Engineering Department and the design engineer. 95% RELATIVE COMPACTION 5. Manholes shall be constructed in conformance with City Standard 14. The structural section shall be -based upon soils tests to MIN. 6a CLASS 2 determine the R-value of existing soil and a traf index 24* AGGREGATE BASE Specifications, Section 6. 10.G designated by the City Engineering Department of T.I.= -------- 6. Sewer line testing shall 'conform to City Standard SEE NOTE BELOW SELECT BACKFILL MEE Specifications, Section 6. 10.J. ided w4th a CONCERNING TRENCH INSTALL--' FROM DEBRIS AND 15. All fresh cut and fill slopes shall be prov I IN EASEMENTS. MAGNETIC DELETERIOUS MATERIAL. method of erosion control approved by the City Community 7. Sewer pipe material shall be Polyvinyl Chloride (PVC) ,, ASTI TRACER Developmentand Engineering Departments. T APE" Standard ��SDR35 Jlity relocations and/or alterations shall be the sole 16. All uti 90% RELATIVE COMPACTION COMPACTED SAND responsibility of the developer at his expense. OR APPROVED 8. Modifications to the Sewer, Plan or sewer construction standards I GRANULAR MATERIAL. (NOTES) can be made only with prior approval by the City Enqineer 17. In the event that the contractor notices irregularities in the and the Design Engineer. line or grade he shall bring it to the immediate attention of the Nor AFf'-ICA&.F_ des' the City Engineering Department. If he fails -5(w-r- VIOLETA At.)ei4oe is )4or PAveo. ign engineer and. 6* to do so the contractor shall be responsible any error in the ' .. $' I 's grade and necessary reconstruction to correct such error. MIN ZVI MIN *18. Existing pavement shall be saw cut in accordance with the X. 8 MAX vv City/County standards and specifications to reveal a competent 6* BELOW FL structural section and new paving shall be joined at this po'nt. The structural section shall be inspected by the City Engineering Department prior to, the placement of base. C 03043ts 0Z 19. Any survey monuments within the area of construction shall be A CITY ENCROACHMENT PERMIT AND preserved or reset by a registered civil engineer or licensed land INSPECTION ARE REQUIRED' FOR surveyor in accordance with City Standard Drawing M-1 and as TRENCHING IN PUBLIC OR COLONY cmv GREATEST O.D. DIMENSION required by state law, Land Surveyors Act and'Sublivision Map Act. RIGHT-OF-wAys. AT PIPE JOINTS c 20. All grading or other construction work outside of the right of 4tted without written permission from the way shall not be permi NOTE.- A MINIMUM -OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH off-site property owner. WEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT ERIC J. GOBLER - CIVIL ENGINEERNG OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECT10N ABOVE, 9110 ATASCADIER0 AVENUF.- ATALSACADER01, CA 93422 21. No trees shall be removed without permission from the City (W 4664W2 Community Development Department. Grading activity must not fill, excavate or in awl way disturb the ground within 5 feet of a tree. CITY OF ATASCADERO ENGINEERING DEPARTMENT DRAWING NO. 22. The contractor alreas that in accordance with generally ESIGNED_BY: 5EVER EXTENSION 4 STREtl accepted construction practices the contractor shall be required BACKFILL REQUIREWENTS FOR to assume sole and 'complete responsibility for the condition ,of the 702 IMPROVEMENT PLAN NAME: WATER OR SEWER LINES job s3te during the course of construction for this project, WG includ-Lng the safety of all persons and property.. and that this VIDLETA A�EWE )A requirsument shall be made to apply continuously and not be limited 24. Construction grade stakes shall- be set by a registered civil LOT -S7) i3LOCr- 1431 A?t-1 51-01 -� -OZ8 to norzal working hours. The contractor further agrees to defend.. engineer or a licensed land surveyor registered in the state of indemnify and hold harmless the City of Atascadero and the design California. profestUonal from,,,. any and all liability, real or alleged in A� . excepting L) kA 1: connecticn with the' performance of work ,on the project. 25. Any disturbed mail bz)xes shall be replaced in a manner liability arising from negligence of the design professional. approved by the postmaster and the City Community Development APPROVED BY: Department. SCALE: �4�T:-,) DRAWN BY 23. The contractor shall maintain two-way traf f lic at all times. DATE: )01 REVISED Traf f ic control shall be in accord,- ice with the current Caltrans manual for traffic control and work rea traffic control handbook. No street cr lane closure, shall b- permitted unless previously * CON'57LA,�-T)0�4 t4OTEz� -*-7/ 14, 131 Vo ?,)oT A VR�Y 5 �,)Ce arranged for and granted by the City Engineering Department. 115 NOT DRAZIN;ZZMBER 3 WATE Top, 41 SEZ N WE P 0 T,F- DETAILS S�EET 2-or-Z RAN 24 X 36 PIRMTED ON NO,1000H CLEARPRINT