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Home My WebLink About2000 - San Jacinto Avenue CQN5TRUQT1QN_ NQTE5 RE,VISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO, 26-92 3/10/92 A. NO CONSTRUCTION SHAH BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED STA. 13+92.10 SSMH 4LT BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT INSTALL SSMH PER ATAS. SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. CITY STD. DWG. 606 ANY CONSTRUC11ON DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO NOTE: @WITH NEW SEWER INSTALLATIONS: 100.20 RIM THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE I PRECAST REINFORCED MANHOLE BASES 90.93 INV OUT CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. I QWITH EXISTING SEWER: (INSTALL STUB OUT) POURED IN PLACE CLASS "A" CONCRETE B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS ---- MANHOLE BASE PER S.L.O. CO. STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE DRAWING NO. S-3 INSTALL 298 LF 8' SDR 35 PVC SEWER CITY ENGINEERING DEPARTMENT. (SEE ATAS. CITY STD. DWG.702) ....... C. SOILS TESTS SHALL BE DONE IN ACCORDANCE NTH CITY OF ATASCADERO 40 At A STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE fp WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL SHELF ------ MANHOLE FRAME AND COVER TO CONFORM V, < CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. STA. 8+48.26 EX. SSMH 5RT NTH STANDARD DETAIL NO. 608 HEL (9&45 LID) D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED STUB AT TO DRAIN (85.45 INVERT) SLOPE SHELVES SAID TESTS SHALL BE AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. �a COMPLETED BY A CER11FIED SOILS ENGINEER AND APPROVED BY THE CITY S %Irk N INSTALL 232.33 LF 8"' SDR 35 I?VC SEWER STA. 11+05.66 SSMH 1$� .00 (SEE ATAS. CITY STD. DWG. 702) LL SSMH PER ATA ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. PLAbj )dEW E, SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN CITY STD. DWG. 606 STA. 10+20.00' 5.90'LT D=19*20'21" 94.85 RIM lxc J e. __BC7 R UIN 87.91 INV IN ---------- THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVA11ON AND ONE FOOT A.C. PAVEMENT R=250' .......... m CONCRETE COLLAR 87.81 INV OU T 1_k19<_ BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE ---------- E., AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE L=84.38" % 'All I 11T It OR 6- RISER RING (9- MAXIMUM) A AN COMPACTION. IV L wo-4 -A PRECAST CONCRETE (TYPICAL) F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN 24- MANHOLE WALLS SHALL BE A OP z x 0 PRECAST TYPE CONFORMING TO 7, COMPLETED, ARE IN CONFORMANCE NTH THE APPROVED PLANS PRIOR TO THE TER REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AF ASTM STANDARD C478-61T v _ZZ THE CIVIL ENGINEER CERTIFYING THE FOR CLASS 2 REINFORCED CONSTRUCTION IS COMPLETED. IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN z ;4" e,� CONCRETE PIPE. X THE FINAL INSPECTION IS MADE. o MANHOLES SHALL BE WATERTIGHT V�" v if— ...... T JOINTS TO BE SET IN A WATERTIGHT J�+00 G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN 144 0 SEALANT APPROVED BY THE ENCROACHMENT PERMIT AND START OF CONSTRUCTION. (n CITY ENGINEER.w H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES "THIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND o LEAVE OUT PIPE IN CHANNEL OR PIPE SHALL BE PRECUT BEFORE PLACING OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR 6" BASE.LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR Ae, A D 42*01'13 -A AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR R 204.80' V...... PRECAST REINFORCED MANHOLE BASES P, T LOCA71NG OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER EXISTING 12" CMP CAST IN AT ENGINEERED INVERT, ANGLE, Ir I I - h FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. WITH INFLOW AND OUTFLOW COUPLINGS L 150.20' AND SLOPE ELEVATIONS. 1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF 1 RADIUS CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND BROKEN OR CHIPPED RINGS AND CONES SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE HALL NOT BE USED EXCEPT BY APPROVAL S f START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN OF THE ENGINEER. 0 UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. . . . . J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC 1 INCH 30' RUBBER WAMR STOP WITH STAINLESS 8" M IN.'.,. RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS.CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. SE!Q110N A—A DRAWN BY: CITY OF ATASCADERO R.A.L. DRAWING NO. K. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DESIGNED BY: ENGINEERING DEPARTMENT DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN S.i.S. 8+00 9+00 10+00 11 +00 12+00 13+00 14+0 ATE- PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY D TYPICAL ECCENTRIC CONE 606 02Z2'7/92 THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT FILE NAME: OLE THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE AT606.DWG .0 CONTRACTOR SHALL REMEDY THE WORK TO COMPLY NTH THE PLANS TO THE 0 SATISFACTION OF THE INSPECTOR. + Z:z Im -7-7-7-7-- 0 L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND >> 110 'HICH ZZ ALL CHANGES W DEVIATE FROM THE CONSTRUCTION AS Ft i v-0)0) REVISIONS 00 PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING EXISTINq 8 WATER NE ........... -92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26 3/10/92 j : 1w ODE)�i THE ENGINEER NTH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE 3: Mz:PPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE in d)op bo .................. .................. ....... XISTING GR04ND ABOVE-P ROPOSED SE R Cq /77 DESIGN ENGINEER. .. ........ .. ......... 105 W M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE wcn :: R-VALUIE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY .......... .......... .......... ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. .......... ........... ............. ....... .......... N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED V41TH A METHOD OF ....... EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND CUT EXISTING ROADWAY TO PROVIDE VERTICAL ENGINEERING DEPARTMENTS. 100 CORNERS. CUT EDGES ............. ............ WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH FINAL NTO UNDISTURBED 0. ALL UTILITY RELOCA11ONS AND/OR ALTERATIONS SHALL BE THE SOLE /-MINIMUM 2 INCHES 4VC, GRADE ROAD BED (BOTH SIDES) RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. 12" ASPHALT OTHERN E 8 S_ MATCH EXISTING. ...... -0100 7 7 0- 0 0- 0 O_ 0 0 . 0 P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR rzzz4:Z��'�I i�1, 95 0- 0 ,1 o 0- 0 0 wl 0- 0 a 0 / 0 (> 0 0 0 0 ...... ........ ....................... GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTEN11ON OF THE DESIGN 0. 0 0 Q, PVC 44 0 o 0 0 0 0 ft/ft. I......... ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO 0 a 0, 0 ......... ........ 0100_: S THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN 'ME GRADE AND T TH 232.331 LF ....... ........ ....... ftAt TI UCH ERROR. 95% RELATI11E COMPACTION EX. -EN L(_ E CITY/COUNTY 0. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE NTH TH MIN. 6 CLASS 2 90 T IFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION �4- THE STRUCTURAL SECTION .......... AND NEW PAVING SHALL BE JOINED AT THIS POINT. ............. ......... ............ ................... .......... SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE SEE NOTE BELOW SELECT BACKFILL FREE .................. FROM DEBRIS AND ............. .OEILE ENU DELETERIOUS MATERIAL. IN EASEMENTS. MAGNETIC T & SEWER PLACEMENT OF BASE. CONCERNING TRENCH INSTALL--' SAN, .: 6 .AV R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE TRACER 85 CALE: ........... ........... .......... ........... ............................ Y A REGISTERED CIVIL ENGINEER OR LICENSED LAND TAPE HORIZ.: 1"=30' SURVEYOR IN ACCORDANCE NTH CITY STANDARD DRAWING #426 AND AS REQUIRED VERT. 1"=6' COMPACTED SAND RVEYORS ACT AND SUBDIVISION MAP ACT. 90% RELATIVE COMPACTION GRANULAR MATERIAL. S. ALL GRADING OR OTHER CONSTRUC11ON WORK OUTSIDE OF THE RIGHT-OF-WAY SHALL NOT BE PERMITTED V41THOUT WRITTEN PERMISSION FROM THE OFF-SITE PROPERTY OWNER. T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY 6* V) to 0) 1* 04 to C� 0 Ui Ui 4 4 lei (0 00 00 0i DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL. EXCAVATE OR 0) 0) 0 0) 0) 0) CY) CD 6 MI! MIN IN ANY WAY DISTURB, THE GROUND WITHIN 5 FEET OF A TREE. N MAX 8" MAX 8 6"BELOW FL U. THE CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY ACCEPTED -I _.% li�.I -0 0 9+00 10+00 11 +00 12+00 13+00 1 0 TICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE SIBILITY FOR THE CONDITION OF THE JOB SITE DURING UCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE A CITY ENCROACHMENT PERMIT AND 1, A GREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE UTILITY COMPANY APPROVAL rn TI IRED FOR �No.-C33760 ;0 TRENCHING IN PUBLIC OR COLONY CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION NTH THE PERFORMANCE OF WORK GREATEST O.D. DIMENSION RIGHT-OF-WAYS. ON THE PROJECT, EXCEPTING 'LIABILITY ARISING FROM NEGLIGENCE OF THE AT PIPE JOINTS SI TE DESIGN PROFESSIONAL. PACIFM 066'& ELECTRIC CO. bATE `51C D DRAWINGS NOTE: A MINIMUM OF 90% RELA11VE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH non Associates V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT %�RIO iHESE DR��MIN HAVV'NF ATIO OWN WHICH IN PART HAS BEEN PROVIDED BY'OTHERS.- CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOvE. NO W RRANTY IS MA OR PLIED A THE ACCURACY OF THIS INFORMATION. INDEPEN15ENT Cn WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR CIFIC BELL VERIFI ATIO i PRIII FUTURE USE. D LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND DRAWN BY-.;.. JOHN _-_RC! �3760 GRANTED BY THE CITY ENGINEERING DEPARTMENT. CITY OF ATASCADERO TIEN tj P V V ATE 0-) ENGINEERING DEPARTMENT IA GAS COMPANY DATE V.S. DRAWING NO. EXPIRES -30-02 W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER DESIGNED BY: LI URVEYOR REGISTERED IN THE STATE OF CALIFORNIA. V.S. C DATE- BACKFILL REQUIREMENTS FOR 702 EXP.02Z27/92 ACCEP D BY- X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE -------- C\j TY COMMUNITY DEVELOPMENT DEPARTMENT. FILE NAME: W FALCON)-CABLE T.V. "DTE AT702.DWG MENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION OF THE IMPROVEMENTS SHALL BE REPLACED BY THE CONTRACTOR. MARK VAFCKWORT, CHI`E�� WAS WATER OPE T`I(fNS DATE ATA-S-CADER'O" "? WATER COMPANY DATE Z. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE OA LIMITED PURPOSE OF REVIEW FOR CONFORMANCE NTH CITY PROCEDURES AND OTHER R E V I S 1 0 N S z-) APPLICABLE CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION SEWER EXTENSION PLAN -4 NO. DESCRIPTION OF THE TECHNICAL ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN REFOR, RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE > v c on FALKZ DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. SAN JACINTO AVENUE v OA51S OF QEARINQ E N G I N E E R S FOR THIS SURVEY IS N11-30'00-E R,R1 BEING THE CENTERLINE OF DULZURA AVENUE �i /PITY OF, ATASCADERO, CA NO. 33760 Ln BETWEEN TWO FOUND MONUMENTS PER CSMB A PAGE 5 SHT 10 MONUMENTS WERE SET PL A N 1-7 EXP. 6 30 02 1" IRON PIPES PER R. -ACCEPTED BY: CIVIL OA51S QF ELEVATIQNZ) I A 364 Pacific Street 4\ R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-02 co Son Luis Obispo, CA 93401 C cr) FOR THIS SURVEY IS A SPINDLE SET AT THE EAST EDGE OF PAVEMENT STA. 13+56.55 VICINITY m A rr5% (805) 544-7407 3 /Z- IGNED BY: DRAWN B Y.- CH : JOB NUMBER SCALE: 9.90 RT OF SAN JACINTO HAVING AN ASSUMED ELEVATION OF 100.00. DES I-D NOTTO SCALE STEVEN J. S(Ly STEU, .3, CITY ENGINEER DATE MKD MKD JRF 980745 1 30'CD _y CA/FILENAME PIPSHTI.b,CITY 8*60 S ev 94.85 87.91 .81 787