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2002 - El Camino Real
CA ML 0 a4NTERCONiNEICT PLANS 4 0 AV C EL CAMINO REAL . TRAFF11C SYN .CHRONIZATION PROJECT Llj4 UITY OF ATASCADERO p CUT EXISTING ROADWAY TO PROVIDE VERTICAL SURFACES AND SQUARE CORNERS, AFTER TRENCH HAS BEEN BACKFILLED. CUT EDGE WILL BE GENER;�L �5 STRAIGHT AND NEAT IN APPEARANCE. H EET INDEX I I lid d "�"'" PROVIDE MIN 12" BENCH 1. THESE PLANS ARE HEREBY MADE PART OF THE CONTRACT SPECIFICATIONS FOR THIS PROJECT. FINAL GRADE MATCH EXISTING ASPHALT DEPTH INTO UNDISTURBED 1 TITLE SHEET ROAD BED (BOTH SIDES 12 MININUM DEPTH. — 4 ARTERIAL, A 2. ALL WORK AND MATERIAL EMBRACED IN THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH �� 3" COLLECTOR, 2" RESIDENTIAL 2 INTERCONNECT PLAN ON EL CAMINO REAL AT TRAFFIC WAY AND WEST MALL APPLICABLE PROVISIONS OF THE CITY OF ATASCADERO, DEPT. OF PUBLIC WORKS, STANDARD a SPECIFICATIONS AND PLANS, AND THE LATEST EDITIONS OF CALTRANS STANDARD PLANS AND °® 0-� ° ►` °~ ° ►` ° ° ° ° ° ° ► ° O ° _ ° ° ° ► on ° ° p o p o p o p p p o `p °- A CITY ENCROACHMENT PERMIT AND 3 INTERCONNECT PLAN ON EL CAMINO REAL SPECIFICATIONS WITH THE EXCEPTION OF METRIC UNITS, WHEREAS THE 1992 VERSION (ENGLISH 40E 0 - Q INSPECTION ARE REQUIRED FOR 113�= ❑a 13m ❑ca 10 001 0 ❑ UNITS) SHALL BE FOLLOWED, AND IN ACCORDANCE NTH THE SPECIAL PROVISIONS OF THIS PROJECT. 01 01 TRENCHING IN PUBLIC OR COLONY 4 INTERCONNECT PLAN ON EL CAMINO REAL AT MORRO ROAD -- ROUTE 41 RIGHT—OF—WAYS. k 3. POLES, PULL BOXES, DETECTOR HAND HOLES, INDUCTIVE LOOPS AND CONTROLLER CABINETS 1' .c w LOCATIONS SHALL BE LOCATED IN THE FI Y T 95% RELATIVE COMPACTION 5 INTERCONNECT PLAN ON EL CAMINO REAL AT CURBARIL AVE AND PALOMAR AVE - m E ELD B HE CONTRACTOR, THE LOCATION OF THESE ITEMS � G MAY NOT BE EXACTLY SHOWN ON THE PLANS. MIN. 6" CLASS 2 � - AGGREGATE BASE 4. CONTRACTOR SHALL BACKFILL WITH CUTBACK EACH NIGHT ANY AREAS NOT COMPLETED TO IT'S FINISHED STATE. ALL EXCAVATED AREAS SHALL BE PROTECTED FROM PEDESTRIAN AND VEHICULAR TRAFFIC 'AT ALL TIMES. � ,:----.i COMPACTED SAND, APPROVED Q. � GRANULAR MATERIAL OR 5. SIDEWALK REMOVAL SHALL BE TO THE NEAREST SCORE MARK OR AS DETERMINED BY THE 18" MIN. SAND SLURRY ENGINEER. CONTRACTOR SHALL NEATLY SAW—CUT CONCRETE WHERE PULL BOXES ARE TO BE • PLACED AND SHALL RESTORE THE SLAB TO MATCH THE EXISTING CONDITION. Ld m 0i 1000 6. ALL PULL BOXES SHALL BE STATE STANDARD NUMBER 5 UNLESS OTHERWISE NOTED ON PLAN. COMPACTED SAND Z W -� 90% RELATIVE COMPACTION OR APPROVED 5 PULL BOX a :tz '` 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY P.G. & E. AND OTHER UTILITY COMPANIES GRANULAR MATERIAL. � PRIOR TO START OF WORK. THE CONTRACTOR SHALL CALL USA (800-227-2600) 48 HOURS PRIOR 0 W y TO ANY EXCAVATION. ONE YEAR INSPECTION CRITERIA FOR TRENCH: 8. THE CONTRACTOR SHALL CONTACT THE CITY OF ATASCADERO FOR A PRE—CONSTRUCTION _ ° , , _ ° , ° , ° , ,_ ° ,� • 1) SURFACE SHALL BE A MAXIMUM OF 1/4" ABOVE OR 45° 45 AFTER THE AWARD OF CONTRACT AND AT LEAST 72 HOURS IN ADVANCE OF WORK. 6» °o;'1e•°0;�'1�°° o A°ti';4:� 0%4, �` BELOW STRAIGHT LINE FROM EDGE OF TRENCH. I a% r 0% Ie\ •\red 0%.-* � O\°ale \°alp• �\° Ielp ° °• '° °• ' ` °• ' °° r ° °\ '" 2) MAXIMUM 1/8" ABRUPT HIGH OR LOW POINT. 9. CONTRACTOR SHALL, BY HAND, POTHOLE EXISTING UTILITIES TO VERIFY LOCATION PRIOR TO " °;° 6" MIN11 6" MIN 3) MAXIMUM 1/16" CRACK AT EDGES. 2 C 2 C ®\•®1 CONSTRUCTION. 8" MAX 8 MAX ° , , 4) NO EXCESS RAVELING IN TRENCH ASPHALT. 5) NO ALLIGATOR CRACKING OUTSIDE TRENCH CAUSED 10.yr THESE PLANS SHALL BE ACCOMPANIED BY SEPARATE SET OF SPECIAL PROVISIONS. ° °4° ::° 6" BELOW FL BY TRENCH CONSTRUCTION. , ..,.�;,e!•� ; ,al.. .. 11. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK CALLED FOR ON THESE PLANS UNTIL TYPICAL PULL. BOX DETAIL FOR THE CITY ENGINEER'S SIGNATURE OF APPROVAL IS AFFIXED HEREON AND ALL APPLICABLE PERMITS �•�• HAVE BEEN OBTAINED. AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE DURING ANY GREATEST O.D. DIMENSION INTERCONNECT CABLE INSTALLATION CONSTRUCTION. AT PIPE JOINTS TYPICAL TRENCH DETAIL 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, uiui ETC. TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL STOP WORK UNTIL REMEDIAL ACTION CAN BE TAKEN. ANY COSTS RESULTING 0 FROM THE CONTRACTOR'S FAILURE TO REPORT OR FAILURE TO STOP WORK AS DIRECTED WILL Av�N " ,BE THE RESPONSIBILITY OF THE CONTRACTOR. ��-MDA 13. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS Q DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 1 �A � n AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO `pj TM , hq NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE W AN N ..I OWNER D ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION .... L� WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. ❑ W SANTA ` 14. ,THE CONTRACTOR SHALL MAKE AN ON--SITE INSPECTION PRIOR TO PROVIDING ANY BIDS TO y��c A� Y/ DETERMINE ANY AND ALL ITEMS NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB. r, da •❑ Y ❑ Z Z 0 15. THE LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE .APPROXIMATE. aYw 't, }$ „�^ pAL � , A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES, • sfs }t Fk t " � p i .v,5nb �$q� •.4✓ /\.h Al i waL4 L 0 'i .. a..v , HOWEVER, OMNI MEANS LTD. ASSUMES NO LIABILITY FOR THE A RA Y E CCU C OR COMPLETENESS OF THE EXISTING FACILITIESH S OWN HEREON OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR , `��� z � i ''�, ,� .,...� � � n. �. ° `°f �'�, u— OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWNN T 0 HESE PLANS. THE CONTRACTOR w , H VERIFY SHALL ERIF THE LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE ENGINEER Q� r. f..,;...,. '°"""` ..a;,xTws'::r:-:r. Ei i r,.,i'; .. t i �' 4,�'. ' �,\ `'"";/"' f.'. t z -....,,.,..,n..». .s•°' '.^ WAY 1 IF ANY SUCH FACILITIES INTERFERE WITH THE CONSTRUCTION OF IMPROVEMENTS. CALL .w p rt � fj 1-800-227-2600. THE CONTRACTOR SHALL STOP WORK AROUND THE AREA OF CONFLICT UNTIL �1 . F fI I' Arm 1� F. }, .a µ / 1 HE IS DIRECTED BY THEI ENGINEER TO CONTINUE. 16. CONDUIT ROUTING H U G S OWN IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL LAYOUT RUNS , , ' „».,.N .,,.a ,.N,r .,T...,:, w.•»=..+ ,,=w..>na.n<a. t. 4" �it 1 .pP: f 54at . 1f. TO SUIT FIELD CONDITIONS AND THE COORDINATION REQUIREMENTS OF UTILITIES OR ANY OTHER �.�� TM _ .. �...' �`„*�"' .-,ti,�,. ��(�. �r� ,� , , ... ... ..- A V ...,a-,. (.,.,,..;,....wp.w :, � ` 'KOs C: , k CO) y5. � k i TRADES AND TO. THE SATISFACTION OF THE CITY OF ATASCADERO. P NCOMPLETION U 0 OF CONDUIT INSTALLATION THE ACTUAL LOCATION OF THE CONDUITS SHALL BE NOTE NAS—BUILT OF PRINTS AND FURNISHED TO THE CITY D ® AN SET wax ,..,. .......,„,„. xx,,. ..>.„.,,.... ,p:.'Ex+ „;.:,,^"".' e, x SHEET E5 SHE T um 17. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES }. a� � P„ , �`M ` CONTROL BOARD (SWRCB) ORDER NO. 92-08—DWQ. THE CONTRACTOR SHALL IMPLEMENT AND ” um MONITOR A STORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE SWCRB RE— E�' GULATIONS. A 18. ATTENTION IS CALLED T0. SECTION 1540(A) (1) OF THE CONSTRUCTION SAFETY ORDERS )_ w. �� �..■ (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES. "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDER— F GROUND INSTALLATION I.E., SEWER, WATER FUEL ELECTRIC LINES ETC., WILL BE ENCOUNTER SCALE AS SHOWN AND, IF SO, WHETHER SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION '' �� J08 No. 25--1285-04 APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION P�a9� DESIGNED DP SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT IS UNCOVERED, �, DRAWN DP EM ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK .. FILE 489TOI.DWG AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION." SITE MAP �pF ESS/a CHECKED PM 19. ALL INTERCONNECT CONDUIT SHALL BE 2” WITH IC CABLE AND HAVE PULLBOXES EVERY 400' MINIMUM. .Scale: 1 "=40 Approved For Construction �a Q PF � DATE APRIL 2002 ALL PULLBOXES SHALL BE #5 AND HAVE 45° SWEEPS ALONG THE INTERCONNECT RUN. -° 4,, er N SHEET No. ° w C60086 n Tl Cit Engineer � No. City 9 * Exp.06-30-04 Steven B. Kahn � CIVIL RCE 423507 Exp. 3/31 /04 OF CAl-���� 1 OF 5 . I -- .. I I I - I . )0. , � ,SHEET NOTES ' ca I I I I � �Ij E INSTALL 2" CONDUIT WITH 1 INTERCONNECT CABLE (MAXIMUM E4] FURNISH AND INSTALL MODEL 400 MODEM IN EXISTING CONTROLLER � z " PULL BOX SPACING 400'). CABINET. . I a I a � I . ; UNDER EXISTING LOOP DETECTOR WIRES E FURNISH AND INSTALL NEW MODEL 41.2C PROM MODULE WITH ' . . I I OR EXISTING SIGNAL CONDUIT. I BITRANS 200CA PROGRAM INSTALLED IN EXISTING 170 CONTROLLER. . . � I � I"� �11, 6 E INSTALL 2" CONDUIT INTO EXISTING CONTROLLER CABINET PULL , U) I v - I I BOX. INSTALL SIC AND TELEPHONE CABLE FROM EXISTING PULL I 11 Z � Q) - 11 I, BOX INTO CONTROLLER CABINET USING EXISTING CONDUIT RUNS. 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V.Mr1y.��r.��,.,. w„«'1111. ,,v,_ 1111.., . LL BE 11 INSTALL 2"� CONDUIT IN EXISTING CONTROLLER CABINET PULL �" .« �. ,� ., [I] INSTALL 2" CONDUIT WITH 1 INTERCONNECT CABLE (MAXIMUMwa M ALL EQUIPMENT FROM EXISTING CABINET SHA BOX. INSTALL SIC FROM PULL BOX INTO CONTROLLER CABINET �- 1 INSTALLED IN NEW CABINET. ��.... PULL BOX SPACING 400 ). USING EXISTING CONDUIT RUNS. SIC SHALL BE ENCASED IN I g] BORE NEW CONDUIT UNDER EXISTING LOOP DETECTOR WIRES ® FURNISH AND INSTALL TWO MODEL 400 MODEMS FOR FIELD 1 /2 INCH TYPE 4 FLEXIBLE METAL CONDUIT. SIGNAL CONDUIT. MASTER TO LOCAL CONTROLLER CONNECTION. OR EXISTING 12 INSTALL N0. 6 PULL BOX AND PROVIDE 30 FEET OF SLACK OF SIC COILED IN PULL BOX. SCALE r�' _ v' " CONTROLLER CABINET PULL Q FURNISH AND INSTALL GDI SM 2400 MODEM FOR FIELD , INSTALL 2 CONDUITS INTO EXISTING N Na z�-T2s -o� 1, Fj] M EXISTING PULL MASTER TO CONTRQL CENTER CONNECTION. BOX. INSTALL SIC AND TELEPHONE CABLE FROM DESIGNED DP CABINET USING EXISTING CONDUIT RUNS. CONTROLLER C XISTING Qh'A6�'V DP/EM BOX INTO CO [E FURNISH AND INSTALL BITRANS 200CA PROGRAM IN E TELEPHONE CABLE SHALL BE ENCASED IN 1 /2 INCH SIC AND CONTROLLER. _ ���� 4ssEas.awc TYPE 4 FLEXIBLE METAL CONDUIT. INSTALL 2#10 INTO EXISTING 10 LOCAL �dF E SS/ CHECKED PM SERVICE CABINET. FURNISH AND INSTALL NEW 30A, 120V, CB TYPE A TELEPHONE DEMARCATION G. � -, "� DA TE AR�f �Q. [0 FURNISH AND INSTALL T E IF REQUIRED. ' `� CABINET PER ES -3D. ��' � . , SHEET No. N TALL NEW 332 CABINET WITH NEW 170E FIELD L rn x 4 FURNISH AND I S T D 300 LF FROM INTER-- C60086 m E4 , R. FIELD MASTER SHALL INCLUDE BITRANS F M 210 PRQ Eg TELEPHQNE SERVICE POINT LOCA E MASTER. SECTION. i No. � GRAM MODULE. * Exp.�}6--3C1-Q4 ��, CIVIL Thr �F � id� ! IQ� 5I � I I______ . 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