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HomeMy WebLinkAboutDec-88 - Arcade Avenue - D-0342, D-0405 ND `092 !,lflfPf A1XZK5 LONNE�T BU/CO/Nb 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS/PERMIT APPROVED BY THE CITY ENGINEERING SLOPE-RAMP WIDTH SHALL NOT E)aCEED DEPARTMENT. THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR 17. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE FIE SHALL /Z'i'1/N. /Z"M/N. I INCH RISE IN 12 INCHES OF RUN, OR TO STARTING CONSTRUCTION ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION BRING IT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. IF HE FAILS TO DO SO, THE CONTRACTOR .33 a/a MAX. SLOPE. TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE CONTRACTORS SIIALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT ' R�W '� 8 �� Q 8 SUCH ERROR. Z$" QQ AND/OR OWNERS RISK AND EXPENSE. FINISH- CENTER RAMP SHALL HAVE 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO AND 18. EXISTING PAVING SIIALL BE CUT IN ACCORDANCE WITH CITY/COUNTY STANDARDS AND SPECIFICATIONS EX/ST/NG BU/LO//VG HERRINGBONE GROOVES 1/4 DEEP COUNTY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO AND SIIALL REVEAL COMPETENT STRUCTURAL SECTION AND NEW PAVING SIIALL BE JOINED AT THIS POINT. STRUCTURAL SECTION SHALL BE INSPECTED BY CITY ENGINEERING DEPARTMENT PRIOR TO PLACEMENT J X IM"WIDE , 11/2"Af31RT AS SHOWN. THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. OF BASE. 2 G ; 833 ,V o REMAINING RAMP SHALL BE NON-SLIP 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS 19. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY LONST�PULT S'S/OfL,/.4LK Pf 1 G. FIEl>VY BROOM FINISH ORE UA T SECTIONS 11-351.1403 AND 11-351.1404. ALL TESTS MUST BE MADE WITHIN FIFTEEN DAYS PRIOR .P EQUAL O A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARDS AND AS REQUIRED n ; SLO,P/NLr /y.4X /yam PROVIDE A CONTRASTING f=1NISli TO PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF BY STATE LAW, SUBDIVISION MAP ACT AND LAND SURVEYORS ACT. B-S" -S� THE MATERIAL. Z� ) WITH ADJACENT SIDEWALK -T I 20. ALL GRADING SHALL BE IN CONFORMANCE TO CHAPTER 70 OF THE CURRENT U.B.C. AND TITLE 8 � 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED OF THE ATASCADERO BUILDING REGULATIONS AND SIIALL BE SUPERVISED BY A SOILS ENGINEER WHEN Qe BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE MADE AND APPROVED BY THE CITY REQUIRED. VIII- u�� LD/1/S7,,PUGT G"L/,/,eS e /8"GUTTE,P CONCRETE-- P.C.C. SHALL BE CLASS B" 5 ENGINEERING DEPARTMENT PRIOR TO PLACING OF THE NEXT MATERIAL. 21. OFF-SITE GRADING OR OTHER CONSTRUCTION WORK NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION I 1�II PZre SL.O. f0. t5 7,9. L-/, TYPE i4" SACK,2500 P.S.I. MIN.,SLUMP 3 INCH 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95X IN THE ROADWAY OF THE OFF-SITE PROPERTY OWNER. B MIN., 6 INCH MAX.. THE RAMP SLAB PRISIM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS 2",4.Z. Iy/N. S/DEI�I�L/r Ni4N0/Oi4P�P,4/'fP SHALL BE 4" THICK WITH 4"OF COM- BELOW THE ZONE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE 22. NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THECITY PLANNING DEPARTMENT. '"G"CLASS II PACTED CLASS U. AGGREGATE OR COMPACTION. 23. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS WHEN COMPLETED ARE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS .4lrG.BASF '`5T,(�UGTU•PQL SBGT/0/V SNQLL ,BL OETL,PM//1/E� N.rs. s�r�D; „ IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. "AS-BUILT" PLANS DURING THE COURSE OF CONSTRUCTION FOR THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND o BY 'iP" IigLUE DF 50/L 'SL/BiPAOf e' T/.= DOWELS-1�2 DIAMETER SMOOTH DOWELS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE PROPERTY THAT THIS REQUIREMENT SIIALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ' IMPROVEMENTS AND PREPARING THE "AS-BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS CROSS SEAT/ON .�'� /" L/PL,/�rQDLEO 24 LONG, SHALL BE USED AT EACH IS MADE. DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE EXPANSION JOINT. PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF DESIGN I 7. A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING PROFESSIONAL. N. r:5. EOGE 2% SEALING AND Cl!RING_-A PIGMENTED DEPARTMENT. - 24. TIF CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES, TRAFFIC CONTROL SHALL BE SEALING AN D CU RIN G C O M PO UN D,SHAL1. 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT AND IN ACCORDANCE WITII CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL BE USED IN A_CORDAWE WITH THE START OF CONSTRUCTION. o��+ ac CoQ o0 0`` `` HAND BOOK. NO STREET CLOSURE WILL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED $ o nor IIpII- PROVISIONS OF THE DIVISION OF 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE BY THE CITY ENGINEERING DEPARTMENT. 4 5XNP HIGHWAYS STANDARD SPECIFICATIONS. JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN 125. GRADE CONSTRUCTION STAKES SIIALL BE SET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR �R05 S SECT/ON B�� ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATEir ALL SURVEYOR IN THE STATE OF CALIFORNIA. SCORING- RAMP SIIALL HAVE 12 PARALLEL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF 26. ANY DISTURBED MAIL BOXES SIIALL BE REPLACED IN A MANNER APPROVED BY THE POSTMASTER AND N TS• GROOVES , 1/4" WIDE X 1/4" DEEP, CONSTRUCTION OF THE PROJECT. CITY PLANNING DEPARTMENT. I Nt 3/4"A PA R T. 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION 1 Q� CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-642-2444 AT LEAST 2-10 DAYS v BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER zj OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. 11. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE PUBLIC RIGHT-OF- ExiSri/vG ZU,PB GUTTE,� Y Y ) WAY AND WILL BE VISIBLE PRIORI TO THE START OF CONSTRUCTION. Q m w = _ v 12. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST z F A F 5/OL:6✓QL K REVISIONS IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS o w w ; v W R r ARE SUBJECT TO THE APPROVAL OF THE CONTRACTOR'S ENGINEER. JW Q o o N) Q. L 13. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ANY y a < Q NAND ALL CHANGES FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS, FOR CO M o z Y W * D N THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR "AS-BUILT" DRAWINGS. NO CHANGES z Z 00 O V1 wv �- ✓ "�✓v SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 0s m W O p11 P 14. THE STRUCTURAL SECTION WILL BE BASED UPON SOILS TESTS TO DETERMINE R-VALUE OF EXISTING nCL z z° o f �Mh, �qk\ /p/ �/D�`App ,�a�b Oo 'Nu Q2\ SOIL AND A TRAFFIC INDEX DESIGNATED BY CITY ENGINEERING DEPARTMENT T.I. ' -J /�1 I� G.f! `q I�/ ��. - 15. ALL FRESH CUT OR FILL SLOPES SHALL BE PROVIDED WITH AN APPROVED METHOD OF EROSION CONTROL C� C - - N 70'S5 54"f D� - LA BY THE CITY PLANNING AND ENGINEERING DEPARTMENTS. �+ I h� �X/ST/NLS h/M, fD BE �` A� • '1• q 16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILTIY OF THE if- ti q�p .?EPLACEO o l p lA�4j�' ph DEVELOPER AT HIS EXPENSE. G a G A y I NO Gaelff A/b ifleff !,lwLK5 PL BILE H~144P LDNSEX/ST/NG LU,PB GUTTE.P eAMP. 5Ee UETi4/L I A, w 51.0. LO. S64 B S I Ado gh y eON57X UGT G /8"GUTTE,P 1 A�,D E.Y/5T/NG BU/LP/NG PE,P EX/5r/NG zaps, &zl7rf,P �5/OE/�l�4LK ml 01 1 t f W f t L-- 2 :. 0. z � fu � � W C7 a CIL : Q 2 a Lu U w I U N Z _O o ~ Lu r U O w p Z 2 w w w U ~ > W h 2 H w > O ^ U j O Q m m a C7 m Y O Li. m O w ArAr Am I a o 6 z z A Ad i APPROVED BY ,/,�,�qCc ,�/yENl� �.# 4 ' f T PL�i/1✓ I kr4 ¢ .�► LL REVISION DATE designed M CUESTA ENGljwm SERI (; drawn 7401 EL CA M I NO REAL B / P.O.BOX 2066 i/1�/8 I; 1 ATASCADERO, CALIFORNIA 9342.3 jo no. 805 466-6827 66-179 IRF sheet OHN R. FALKENST EN EXP. 6-30-90 of Ksuft &Enw CorMany Li,L�i V� 88 /78 PU55ELL 48 7024 Mads in U.SA H CZle5 911fPf W,4Z CONNECT BU/LO/N4, �, 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS/PERMIT APPROVED BY THE CITY ENGINEERING 17. IN THE EVENT THAT TILE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR GRADE HE SHALL SLOPE-RAMP WIDTH SHALL NOT EXCEED 1 7S . L /Z'N/N• 5 � \-1 5 X'WIN. 1 INCH RISE IN 12 INCHES OF RUN, OR DEPARTMENT. TIS CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR BRING IT TO TIS IMMEDIATE ATTENTION OF THE ENGINEER. IF HE FAILS TO DO S0, THE CONTRACTOR TO STARTING CONSTRUCTION, ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT - - �/� �/� Q 8.33% MAX. SLOPE. TO THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S SUCH ERROR. 2 " ' ZS, 20' AND/OR OWNER'S RISK AND EXPENSE. . C7 , _FI�IISIi- CENTER RAMP SHALL FIAVE 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO AND 18. EXISTING PAVING SHALL BE CUT IN ACCORDANCE WITH CITY/COUNTY STANDARDS AND SPECIFICATIONS EX/ST/NG BU/LD//VG HERRINGBONE GROOVES 1/4"DEEP COUNTY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO AND SHALL REVEAL COMPETENT STRUCTURAL SECTION AND NEM PAVING SFIALL BE JOINED AT THIS POINT. [\ /B' /5 " THE APPROVAL OF THE CITY ENGINEERING DEPARTMENT. STRUCTURAL SECTION SHALL BE INSPECTED BY CITY ENGINEERING DEPARTMENT PRIOR TO PLACEMENT . X I/4 WIDE , I I/2 AFi1RT AS SHOWN. OF BASE. ! I G' o REMAINING RAMP SHALL BE NON-SLIP 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY STANDARDS AND SPECIFICATIONS 19. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE PRESERVED OR RESET BY X�� ` 2 LONST�PUfT S'S/Ofh/ALe PE,P Q33/, g 55% h HEAVY BROOM FINISH OR EQUAL TO SECTIONS 11-351.1403 AND 11-351.1404. ALL TESTS MUST BE MADE WITHIN FIFTEEN DAYS PRIOR A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARDS Alm AS REQUIRED ' 5LO,P/NG - T- TO PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF BY STATE LAW, SUBDIVISION MAP ACT AND LAND SURVEYORS ACT. I WW. MslX. PROVIDE A CONTRASTING FINISH S.L.D. LD. 5TD. B-S" (rY, ) -S . .. . WITH ADJACENT SIDEWALK THE MATERIAL. 1. 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL PLACED AS SPECIFIED 20. ALL GRADING SHALL BE IN CONFORMANCE TO CHAPTER 70 OF THE CURRENT U.B.C. AND TITLE 8 1L-- OF THE ATASCADERO BUILDING REGULATIONS ANU SHALL BE SUPERVISED BY A SOILS ENGINEER WHEN _ 0 00 ; BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE MADE AND APPROVED BY THE CITY REQUIRED. _�_ IIII- ENGINEERING DEPARTMENT PRIOR TO PLACING OF THE NEXT MATERIAL. i LJ i rl IlP0.�0� LD/l/.5riPL/�r G"zaesE/8"GUTre-e CONCRETE-- P.C.C. SHALL BE CLASS"13", 5 21. OFF-SITE GRADING OR OTHER CONSTRUCTION WORK NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION '411 N „ ,� SACK, 2500 P.S.I. MIN.,SLUMP 3 INCH 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95X IN THE ROADWAY OF THE OFF-SITE PROPERTY OWNER. Pee 5.L.0. L0. STD. L-/,I TYPE 4 B MIN., 6 INCH MAX.. THE RAMP SLAB PRISIM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS 2',4.Z. 'yIN !SlDEl�IALAI l�i4N0/Ci4P�P,4/'fP SHALL BE 4" THICK WITH 4"OF COM- BELOW THE ZONE MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL BE COMPACTED TO 90X RELATIVE 22. NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY PLANNING DEPARTMENT. PACTED CLASS IJ AGGREGATE OR COMPACTION. 23. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, �G'�LLA55 II /V.T,S, SAND. 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS �IGG.BAsF IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. "AS-BUILT" PLANS DURING THE COURSE OF CONSTRUCTION FOR THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND ST,C'UGTU�P!/L SECT/0/V SNQLL B� l7ETE�PM/NEO PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED I DOW ELS-lit DIAMETER SMOOTH DOWELS, ARE TO BE PREPARED AFTER CONSTRUCTION IS"COMPLETED. THE CIVIL ENGINEER CERTIFYING THE TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS I � ; I 1 i BY iP" 041-IlE Of 50/L (2 5L/BiPADf E T/._ -,� IMPROVEMENTS AND PREPARING THE AS-BUILT PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION 24 LONG SHALL BE USED AT EACH DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE I + - 1 CROSS SfeT/oN.�1�� /" zx'o/ ,aaZEo �' IS MADE. N EXPANSION JOINT. PERFORMANCE OF WORK ON THE PROJECT EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF DESIGN j EDGEI 7. ABASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING PROFESSIONAL. j ' N. T.S. 2% ,SEALING AND CURING-A PIGMENTED DEPARTMENT. 24. TIIE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES TRAFFIC CONTROL SHALL BE I -k,,,, SEALING AND CURING COMPOUND,SHALI. 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT AND IN ACCORDANCE WITH CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROLAND WORK AREA TRAFFIC CONTROL I od+�e. 'r-t,.*-'K: "' '_ = BE USED IN ACCORDANCE W ITN THE START OF CONSTRUCTION. 149- a oao1aa n-,00 ri�IIIIIII_ PROVISIONS OF THE DIVISION OF HAND BOOK. NO STREET CLOSURE WILL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED III _ Ali- 9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE BY TIIE CITY ENGINEERING DEPARTMENT. I i °'_v� 4''SQND HIGHWAYS STANDARD SPECIFICATIONS. JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION HHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR AGREES 25. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. ' I cRoSs SECT/ON 46-ff THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATEi� ALL SCORING- RAMP S{�lLl HAVE 12 PARALLEL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF 26. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A IIAIMlER APPROVED BY THE POSTMASTER AND 4 N T5. GROOVES , 1/4" WIDE X 1/4" DEEP, CONSTRUCTION OF THE PROJECT. CITY PLANNING DEPARTMENT. i 'I I `1 1 , 3/4"APART. 10. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-642-2444 AT LEAST 2-10 DAYS - ! I BEFORE BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER 4 v' _4 5 (�Fy OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. i n NZ �{ = ! + II1 I 11. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE PUBLIC RIGHT-OF- i 1 cl ',V WAY AND WILL BE VISIBLE PRIOfc TO THE START OF CONSTRUCTION. % . ExisriivG LU,PB GuTrE� © - _ � � 1W = NVQ , W w t2. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST _` � rA E 5/I,EG✓QLK REVISIONS IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS ! c W w 3 ! V W �Q 1 ARE SUBJECT TO THE APPROVAL OF THE CONTRACTOR'S ENGINEER. s z o I wi � 13. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE AND ACCURATE RECORD OF ANY °_ ` AND ALL CHANGES FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS, FOR 1.- a �- 'I W QI @ N THE PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR "AS-BUILT" DRAWINGS. NO CHANGES v � ! 0 h - 0 �A/v )-- y �l Wv SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. - Z ! pp pal Il 14. THE STRUCTURAL SECTION WILL BE BASED UPON SOILS TESTS TO DETERMINE R-VALUE OF EXISTING 2 0 l SOIL AND A TRAFFIC INDEX DESIGNATED BY CITY ENGINEERING DEPARTMENT T.I. . _ I - a' - ��yy lqk .4ffe64 ApO N lA�'a � � .4 A���2 _ 15. ALL FRESH CUT OR FILL SLOPES SHALL BE PROVIDED WITH AN APPROVED METHOD OF EROSION CONTROL ___----I_ . _ ,`O � P"o /Y 70' :5 54 f D� BY THE CITY PLAI�IING AND ENGINEERING DEPARTMENTS. ` � a� G� Q� h� EX75TlN& WM. TD BE lad ' y�q A f 16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILTIY OF THE kIN 4g A 1 DEVELOPER AT HIS EXPENSE. N 3 lA�� 1pk 1p�i�vp \ lq�d krRz,4LED o l i �. . . ��44/1 --- _._...- - -- -- - - G �.._. - S' L " .. . __ NQ LUAPBA,/ PE !,/!zes nXef H4NP144F LONZeZlGT 5'51,P4,WgL,t' P2,P EX/5T/NG LU,PB GUTTE.P GONN�CT. h�/. ed,44P. 5EE DETA/L w 5.L.a LD• 5TD. S-S � � 5/Df!^/QL.t- aAo� gh� " LON5T,PL/LT G "GU,ee 4F/8"GUrrz,e. V a�D E.Y/ST/NG BU/LD/NG PE,e S.L.D. 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I - - - i -t -{ } t t + + + -- - - - - -- - - - r � � t - - - + - - - r r - -- - 805 466-6827 - t 7 A4,/ 9.44-1 - r e8 /78 ____--_.�-_ - -----_ _ ._-.__.-- ----__--__ - _ �__ -_. _�..__,-_..__i._-__ ----L __� __._ -� _ _-- --- i----- ---- _L- - -.-__ ____ �_-_---- _-__ __ r ���p ��� _ - - - --- z'�(f ` iisOHN R. FALKENSTIEN EXP. 6-30-90 of Keuffel & Esser Company -of- ' ®� CALIF 88-/78 ,PU551:'L1_ 48 7024 Made in U.S.A