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HomeMy WebLinkAboutJul-91 - Obispo Road ART 0 E IAM ESTMTE. 23. The contractor shall maintain two-way traffic at all times. CUT: aste YARDS Traffic ce trvvi shall be in accordance with the current, Caltraus "or" 100 No co"truction shall bestartedwithout, pi a" FILL: I" cWtv YANK manual for traffic control and work area traffic cc ol handbook. approved by the City ftqiniwrinq V rtme-at, 11ho -t`itt; U- *6 r Department shall be notified 1 :94 No, street or lane closure shall be permitted unless previously at dr, 0A "t, Alt t A9 *OTt: EXKT SWIMM, MWISATUW AM $MUM fAtTfts A#* L9WS gK TV, nearing Department. construction. Any construction done without or arranged for and granted by the City Engi OMWIT AK -S a K T "T man, E" "'T 'AR OPER&TIM, Aff- '01 CLE I Ift Ufication to the City's 8"inearing' ft"rtweat 1, b Rk" Sow-0 am T lid it�l ens"T'Im, im 3601 E pridr not AC '4'" =W"S" 24. construction grade stakes shall be set by a registered civil rejected and vill be at the cantractor's, and/or ownerls: risk and So" V MKS, AS MW 04, 1W ELM, eR StVWMS,, engineer or a licemmd land surveyor registered in the state of expense- TWE FACTIM. California. CONTRACTOR SWL WX WS SW VISIT AMD WMITY TME-fff AM SML 810 2. All construction work shall confers to th* City Of Atla A/7'� Acrommay. 25. Any disturbed mail boxes shall be replaced in a manner and County of San Luis Obispo standards and specif ications and all approved by the postmaster and the City Community Development work shall be subject to the approval of the City Ingtheorinq Department. Department. 2 3. Soils tests shall be done in accordance with the County standards and specifications sections 11-351.1401 and, -351.1404. All tests must be done within 1S days prior to placing material. Testing results shall clearly indicate the location and source of material. A0, 4. Compaction tests shall be done on sub-grade material and yl� material placed as specified by' tht City ftWinearing ment. ar,t Nt Said tests shall be coispleted by a cortif led sollo angl"Or and approved by the City Engineering Department prior to the placing of the next material. HH11 S. Subgrade, material shall be compacted to a relative compaction of 95% in the roadway prism between f ibishad subgrade elevation and tions below the zor one foot below. All material in f ill sec no X mentioned above and in the sidewalk sections shall be compacted to JI, N 90% relative compaction. lei G. A registered civil engineer must certify that the ne th the approved improvements, when complated, are in conforma plans prior to the request for final inspeation. /W/V Record drawings are to be prepared after construction is completed. The civil anglineer certifying the isprove to W-4 record dravinqs shall be present when the f inal inspection is saft. "ZZ,4-5-5 27 We". 6;4,,:sZ 7. A base prime coat seal or fog seal will be elied, it directed by the city Engineering Department. 4 r.4. eSe 1Z. 7Z a. An inspection agreement is required prior to, the isguance of an encroachment permit and start of construction, 9. An effort has been madeto definathe location of VAI fivlffy MAP underground facilities within the job site. However, all existing utility and other underground structures may not be shown on this plan and their location where shown is appraitizat,4. The ........... construction contractor agrees that he shall assum e scale and complete responsibility for locating or having loca ted all underground utilities and other facilities and for protecting them during construction. 4, Z 10. All utility companies must be notified prior to the start of construction. , The construction contractor shall contact Underground Service Alert (U.S.A.) at 1-800-642-244*1 2 to 10 days the location of STAKDAAD HYDROSEED MIX prior to the start of excavation and shall verify any known utilities and whether or not a representative of each company will be present during excavation. 1. 2 lb/ac California poppy, 95% pure, 75% gern 11. A City encroachment permit is required for any work within the 2. 4 lb/ac Lupen Suculentus, 99% pure, 75% germ. public right-of-way, for both sewer and road construction and the inspection card shall be posted an the job site prior to the start 3. 8 lb/ac Atriplex Senibaccata, 95 pure, 75% germ. of construction. 4. 12 - lb/ac Festuca Nogalura, 851 pure, 80% germ. 12. The City inspector, acting on behalf of the City Engineering Department, may request revisions in the plan,s to solve 5. 3 lb/ac Nezophila Menziesii, 954 pure, 75* germ. unforseen problems that may arise in the field. Revisions shall be 4�,/y/w Ther reviewed by the design engineer prior to implementation,. 6. 2000 lb/ac wood fibro inspector may alert the contractor to deviations in the work from the plans. The contractor shall remedy the work to comply with the plans to the satisfaction of the inspector. 7. 120 lb/ac GcOlOqY COntrOl N-Sinder 13. The construction contractor shall maintain a current, complete, and accurate record of all changes which deviate- from the *rX Z'1,0iZ 79' rd -6U. Z'S eofr construction as proposed in these plans and specifications for the purpose of providing the engineer with a basis for record AMF drawings. No changes shall be made without p ior approval of the TREE PROTECTION NOKS City Engineering Department and the design engineer. 1. ALL EXISTING TREES S"ALL REMAIN UNLESS 0114ERMSE f40TED. 2. EARTHWORK SHALL NOT EXCEED THE LIMITS OF THIS PLAN. 14. The structural section shall be based upon soils tests to IL existing soil and a traf fie index 3. LOW ORANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE PRUNED p OR To determine the R-value of ANY WAVY EWPUENT WORK BEING DOHE� designated by the City Engineering Department of T.I.- -050 4� WHiGUS AND STOCKPILED MATERIALS SHALL BE STORED OUTSIDE 7HE DRIP uNE OF TW TREES TO REMAIN. 15. All fresh cut and fill slopes shall he provided with a 5. IREES TO BE REMOVED S"ALL 9E IDENTWIED WITH A SION PROMDED BY THE CITY method of erosion control approved by the City Community 6- A TREE REMOVAL PERNT SHALL BE POSTED AND ASIBLE FROM T"E STREET Development and Engineering Departments. %re 7. TREES To BE PROTECTED %4AtL BE FSNOED DUR#4G cot4STRUCTWN VA7H 5-FOOT 7. FENCE AT THE DRIP LIM, OR AS 940"4 ON THE PLAN. 16. All utility relocations and/or alterations shall be the sole 1_\J 8, ANY ROOTS 2' OR GREA7ER 04 DIAMETER 04COUNTEM DURM EXCAvA'nON sHALL BE HAND-TRI&AWD BACK TO A LATERAL ROOT. responsibility of the developer -at his expenss. 9. A CERIWIED ARDORIST MUST VERWY T"E PLACEMENT OF AtL TREE PROTEC-DON MEASURES BEFORE T�W CJTY OF ATASCADMO VALL ftUASE THE WILI)MG/CoNSTRUCTION 17. In the event that the contractor notices irreqularities in the ARSCRIST. AT PERMT FOR 11*S PROJECT. CONTACT line or grade he shall bring it to the immediate attention of the FOR SITE fffSPECTION. W)"TTEN VERIFICATION BY THE ARSORIST design engineer and the city Engineering Department. If -he fail$ MUST BE SUVWTTED TO THE CITY PRIOR TO RELEASE OF PERMITS. to 'do so, the contractor shall be responsible any error in the grade and necessary reconstruction to correct suchlarror. %z 18. Existing pavement shall be saw cut in accordance with the City/County standards and specifications to reveal a competent structural section and new paving shall be joinedat thispoint. ARBORIST APPROVAL The structural section shall be inspected by the City Engirmaering Department prior tothe placement of base. 'BY STAIE IIIAT I 11AVE REVIE 0 MIS PLA011 AM IMM FOM THE PROXCT 19. Any survey monuments within the area of construction shall be I It-RE WE ered civil a i -, r or licensed land IWSTGN TO HE IN C014PLIANCE WIM THE CITY Of ATASCADER0 Twt 01MINWIF. Jakof U-SIZI preserved or reset bya regist nq nee surveyor in accordance with City Standard Drawling X-1 and as FA, requi A,A I red by state law, Land Surveyors Act and subdivision Map Act. ME PROTECT ION WASMS SION ON 1111S PLA* AW AKQMIF, I E T1 , -1 N, 0 NSME IE *r,4. z IVA 6 re -5r,4. Meo 70� SAFETY OF Tit RERAINING TREES DURING CONSIRUCTION. 20. All grading or other construction work outside of the right of way shall not be permitted without written permit'sion from the rjff: /6, r 5.o 'Arc r1e.,ce,4 7-reov< i N-0 33760 1 off-site property owner. A140 21. No trees shall be removed -without permission from the City 0, Community Development Department. Grading activity must not fill, DME ARBORIST NO. ,f excavate or in any waydisturb the ground within 5 feet of a tree. elAl el- za MOW" 22. The contractor agrees that in accordance withgenerally -o,�t ,act r accepted construction practices the cntr o , oftall, blo required e so d to assume sole and complete responsibility for th n, ition of the ob site during the course of constructi& for this project, -4- k including the safety of all person,* and property, and that this be limited y continuousl ' requirement shall be made to appl y and not 4P im to normal working hours. The contractor further a.,grawo to defend, �4� indemnifyand hold harmless the City of Atascaderc and the des ign 44M Zef tx. 4 professional from any and all liabilityk real or alleged in he performance of work on the, p except connection with t reject, ing k liability arising from negligence of the design professional. UTILITY COMPANY APPROVAL ell, X ==U leor -5,51 Xvr*f, 4ro"� 4,04.*Vv' _rlep "A%elel-P 0"T, nAW, IV4,oP o4r 4W-414' ___2A2EKL Ac/ 4__1�10�14 41, /Y//V fw, zlrle-5 AV 14WIe-If NO. DATE CUEST A A ENGINEERING 6717 MORRO ROAD ATASCADERO. CAUFORWA 931*22 jog No P rv*t&- (8,05) 4"-"27 QATF -Sr4. Zroo 7& M 4orA. Zff-P M oell SKET Z01V5rX' --1,4AI5 We kJ b, X IY,410 W7*9,7-dl 7 IN m k Nt k X_ Ml V, IN N4 IN- IN` K 19 "4 Nz, �kj 04 �4 ILA %7 lkl lb. 49,5 tin c 0 7T go olv'sne' X NO' 1,7 y N&A-1 1"'WAlid Ae lip lb % % R A- "N/ 1411_14e6 ee4l Y-,P�5 06_1A. 04 43 _%4 GRAPHIC SCALE IS4 io 'AK, 0 20 40 �E 'S 3j IN FEET 404P/1649W j4jr4o I inch = 20 ft, 4- + 4- -1 i� f + 4-- 4 ------------- --------------- ----------- 7-i W_ f -———---------------------- + T + + ------------ 51 ------------- + '-s -4- ------- --- ------ ---- -------- ------- + —4: .......--------- t:+__ 7 -4 + i U, 4- 4 ------------ Ls 'z 0 —4 6 T t + 4- 4 + + ---------- OW te4W- ZCAP Aft1~14CA9 t 1<e�4C. ~70 4fAle IZ-V DAM By DEStGM STA ENGINEERING -A L 0717 MORRO ROAD ATASCAOM, CAUFORNA + (Oft) 4ft 4- W9 i R014 , 0 M Ui