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HomeMy WebLinkAbout1990 - Marchant Way CITY OF ATASCADERO SAN LUIS OBISPO COUNTY, CALIFORNIA H T s DIS's- I 'vRICT MARC AN WAY ANITARY SEWER SACRAMENTO SAN FRANCISCO ASSESSMENT DISTRICT NOO 31 V OATASCADERO ♦SANTA BARBARA ® LOS ANGELES CITY HALL L C' G Santa GJ PACIFIC ELECTRIC 617 12 TH STREET PASO ROBLES , CA 33446 238-5807 =ka PACIFIC 109 SUBURBAN ROAD? Sar Marcos Cur b0 6 �ril M SAN LUIS OBISPO , CA 93403 -8111 22 g 140 546 -7452 VICINITY MAS' PASO ROBLES s 3 1a ri i i �vrr rrr.r . i+rimer ATASCADER0 MUTUAL WATER CO. W ATASCADERO 5850 TRAFFIC WAY ATASCADERO, CA 93422 / Portoia MORRO BAY 466-2428 Lak SAN LUIS OBISPO FALCON CABLE TV ar 8710 -A EL CAMINO REAL PROJECT SITE PISMO BEACH ATASCADERO, CA 93422 466-3040 SOUTHERN CALIFORNIAGAS COnna�yy©© ��//cc p�/ ..�.. SANTA MARIA ' A�'"r"II�MGD ® 1 PO. BOX 6466 �® SANTA BARBARA , CA 93111 964-7821 % % UNDERGROUND SERVICE ALERT ( USA) MPOC PAUL M. SENSIBAUGH RCE 46144 CITY ENGINEER 1 1 (800) 642 2444 ' *4 SOLVANG SANTA BARBARA CITY COUNCIL ROLF NELSON -- MAYOR a ° x GEORGE MOLINA CUES ENGINEERING BARBARA NORRIS 'A 7441 E L CA M I NO REAL "B / P.Cs.gC>X 2066 < N AP WAYNE HANDSITY t MARGE MACKEY ,� ''k � ATAS ADERO CALIFORNIA 93423 ,` 805 466-6827 a . &2 gat .�. " F ` ` L 'eAI6rleN�ee-1 � X. v . 9l7 ENUIEN RCE 33764 ----------- A- Revisions 00 ds NO �+ riff/taro ByApfarsartd 0 Recommond*d by goeff!q og 0&0 p,4 y,�I-VFNr AV y,5F Ai2FPO,91r&P N1"Y 46ACKI'IL L A10 Deputy Co._ Cog fifor GENERAL NOTES X -Vr VIW61 IYA 146' e Tlf&Nel 16,13 g CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND ACCURATE RECORD OF AN OF 7-IT61VeH EA6A��I�&�FP 1411rl-1 NATIV4, Ar&91A6 rl-16- TOP T1110 f�66_r. AND ALL CHANCES FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS, 00111P46rF0 ro qo%l . FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. e�. rlf 6A/6f/ 6 �VIrI111V 5® OF g)1,5 r//Vo 6 r of lq,4 yIN6 SHA U, M667 A111 sKjo I?EslsrANr 9P&-C1r1CA T101V5 6HOWN ,6-1 0A1 A NP VAIA 6L k56 7"opP67p lrH &" C64$5 Lr 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUC- JWC 00Nt,17AC7649 To '?0%a TION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED to ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THE TIV6N61-1 70PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL A10-1 INTKU51V5 011'fOUIVO kA72M 69,4U, 1-36- Fl,1MP6_,R F90'V BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND FIZ CP )996V6Nr )P:�lOrArloAj OF PIP&' &Wrl� 5.46< 6 CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFFES SIDE PRY HOLE SANITARY SIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE S EWE R NEGLIGENCE OF DESIGN PROFESSIONAL. 3. OFFSITE GRADING OR OTHER CONSTRUCTION WORK NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OFFSITE PROPERTY OWNER. 24- 1q1lv- __ CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY F06 59 FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE JOB SITE AND THAT HE %eg MOM eeR(A�F 12A vllvo `AI xw, bar SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVE- rACX 69065 1V0rL,6:'6.5 MAOU O".A C. MENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND MC 70- WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS OPERATION. Z,6 114" 14» AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES -------- 25 13/mo elA 65ff 5A 6 WITHIN THE JOB SITE. HOWEVERs ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE S11014N IS APPROXIMATE. CONSTR 4wrAcr so-qFACES rO Z5 g/V SOLE AND COMPLETE RESPONSIBILITIY FOR RE MA CHINED ------ Top UCTTON CONTRACTOR AGREES THAT HE SHALL ASSUME %rloAl LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR O)P PACKFIZ I A—_ PROTECTING SAME DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. /0 A/24 WfR 4 /Al 5. CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-642-2444 GINNING EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY 7 9116 AT LEAST 48 HOURS BEFORE BEGINNING UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT Z4 ---------- POil DURING EXCAVATION. - ----- -T ALL WORK MUST BE PERFORMED TO THE SATISFACTION OF THE ATASCADER0 CITY ENGINEER. [7 31 ?0 5ANV -MAY. 1"AC761f66Ar6'51ZF, lqA*2M7tW A-640. tIM17114W7 A PIM 9") 7. ALL CONSTRUCTION WORK' AND INSTALLATION SHALL CONFORM TO SAN LUIS OBISPO COUNTY AND 4W APPWV&V r4"L 4 MIN. CITY OF ATASCADEOR STANDARD- DETAILS AND SPECIFCATIONS. Capgrelty shall he 8* THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT LOCATION BY CENTERLINE STATION AND DEPTH OF ALL SEWER LATERALS AT THE POINT V41ERE THEY CROSS THE EASEMENT OR AU-,ea traffic loadiny ROAD RIGHT-OF-WAY LINE AS WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS. 9. LOCATION OF SEWER LATERAL CONNECTIONS TO EXISTING OR PROPOSED MAINLINES AS SHOWN ON THE PLANS ARE APPROXIMATE. ALL FINAL LOCATIONS SHALL BE DETERMINED IN THE FIELD BY OWNER OR HIS AUTHORIZED REPRESENTATIVE» coumry or SAN LUIS 08/spoe. r..V6jmEEl?I,V6 DEPARrmE#vr m0mg, A vrowls10. GRAVITY SEWER WORK SHALL BEGIN THE LOWEST POINT OF DISCHARGE AND PROCEED UPSTREAM- o A APP/sOog" NT IN rtT6rNC li P&TA/to SEWER AWAAAN-HOLE COVER N.r!5. 11. SANITARY SEWER PIPE SHALL BE PVC: PIPE, PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED JOINT ASSEMBLY- %.0; FITTINGS AND JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS ASTM 3034. 12. ALL SEWER LATERALS SHALL BE EXTENDED ONE FOOT BEYOND THE PROPERTY LINE OF THE PROPERTY BEING SERVED. 13. ALL SEWER MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SAN LUIS OBISPO COUNTY STANDARD S-3. ApprOYdIS A 14. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT LOCATION BY CENTERLINE �,ALS AT THE POINT THEY CROSS THE EASEMENT OR ROAD _y App,'*ved iWe Count.- !Ehl"n- STATION AND DEPTH OF ALL SEWER LATEP Atcommonded by RIGHT-OF-WAY LINE AS WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE PURPOSE OF PROVIDING r THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS. 15. UTILITY TRENCH BACKFILL SHALL CONFORM TO THE REQUIREMENTS OF THE PIPE IN TRENCH DETAIL. SEE SHEET 4 OF THESE PLANS. U15E 9 11 0" LCWx PIP% 301M AT EAZA 16. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT HIS IMLET AW OUTLE-T FOR Y.C.P. OR A.C. 5F.WF.M. 's:s OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY OR CAUSING A NUISANCE PA, TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONI"RACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FORM HIS OPERATIONS. A A 17. COlvPACTION TESTING WILL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS ZZ PROJECT. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER 48 HOURS PRIOR TO TESTING FOR SCHEDULING OF TESTS. ALL FAILING TESTS WILL BE AT THE CONTRACTORS EXPENSE* eu)m lumvm CtWoKm W%1" 4tqxuvA-9V PA V6 0 Vrgar Cdr TO t4w#A MO. view ..... OnmCgETI! MLLAR 1%j $0 OK 46* RittR R114G r- (TyrtcxL) 4 MWA6T Tyrz C001AMWINAlue, 10 'or .11YIN WWWMITE Inre- lok -j"LL The Wk Tt> e)Z&ZCT 1% A WXlV9 ly=147 5CALA44T AfTKCNr_v by -mr_ t:P5CIf-IC4 TION.7 COUMITYel_Ae%lmLCrx prelVC4q p�:TA16) 411 5UP ebjlll�91V (,�Fr P44F�IAI �"OA7P A91IV440 LpAve CAJT mrr rKe CUT Or-r-olte rLArMIG fAg)r- 4 PVC W jo,% WvTiA CLA*26 "A" mi"Imum CF COVACgrITI! FMAN4 641 Kf/V�7 71 IV _15 74�,0 40.6 4V As- fk� MCST FrALL OVeJt & WLe*5 moo— MID& A4 eLp_rqA9j*.!) TRUViK* C9 49 ;% *ACUUSj0A,.MX rIMO Im5 UbE'D. eco` 4 FlIC 0 30�4 APPROVED BY zo coll"Ierm WORK lu C"UMPIL e"AILL lbe A emeL 13ZONel- M14110M A1,10 '5�WLFAXUA6 '!"A'-LL- 9. /W 49A0066- e01V1V6'0r10A15 PFXM177ff0 Ar MAIN M A OKOOM FlWfA. 15AOb• L lift ON 404FMII!� a 4rLACED. ON "Zol I C _47 7 esigned rr r's REVISION DATE U"'EERING e#MKEM CK C"I"r-0 MW*6 IM0 ccuetI E cl,rown, ArVROVAL OF MAP- r-W-Alur-p-W. q 7401 EL CAM INO REAL #B P.O.BOX 2066 --------- ----- ATASCADERO CALIFORNIA 93423 0 no. 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FALKEN EN CE 33760 of 1► 48 7024U k p °O ielZG rar JN7,W Av,.03a ,VY9. -6 : Air— rhe/� ',L�4�/,��7. 14�669 le Alg. ?4 F4 4 OM A C 41 WIN4,�r xv /f tell PON r : �— A .r 3 •t `V : y 6 : : • '^ h✓ T MEN : m Ger : (a Y : : : y y , l a � 2- : } y , ` a LST , V` y V < ' PL RAI V . w , c. -- �9G.� l4r exz r0 LD r uaAM1.7tZt7ZP l x°1'1 LD ,QG T 7' L4)r.5 ,r )ie©M G'0/VT' s9G r A IL QAj I mamma= JOOO 10011/v summon=ammom 40 19 Z- 4w te S r e .w M s r AW e ._ _..._�.. _ a '4 At vt7va BY O APPRVED -- _-- = Y ;rw,;r ANI Y ,�''W. C� ?�'it�'lG' N-M- r designs REVISION DATE ANNO bla CUE IN��RIN drown 7,401 E L CA M 1 NO REAL B ! P.O.BOX 2066 ATAS ADERO, CALIFORNIA 93423 fob no. -6827 96-070 ---- ��o 4A shoot HN R. F I KE STI EN RCE 33760 1, PLAN-PRO , 49 702 4 Me&1.4U