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5975 x i f 4 I §}:•- <, :, , >:_'. - - ` "t.: is - -' - .. .r 4 _e r „ a ,c 5 F LEUCADIA BLVD z 0 rn �. R I V E RR 5�C 0 9 N T AN N O O CAMP PENDLETON FALLB OOK PALA j G (U.S.M.C.) I 7e Z S BON INCO I >s 1 m 1 s z is a Pr oject Sit v�sT CENTER OCEANSIDE SAN X CARLSBAD MARCO v I 9 ESCONDI SANTA YSABEL 9 F LEUCADIA 78 � N ENCJNffAS- BOULEygRO ENCINITAS CARDIFF e7 RAMONA (A SOL" BEACH SAN DIEGO COUNTY 1 DEL MAR 1 J C"I .-. cZ Project Site <- ENCINITAS - 1S 67 F LA JOLLA 52 � W SANTA FE DRIVE S g — e EL CAJON C� ' 1 i CO SANt ' 8 � IEGO 9 CHULA VISTA 5 1 � JACUM o �+ s T A Trt c = E 0 m BMP ys_ I � u� T M E x 0 r z 0 10 20 MILES O s GRAPHIC SCALE — LOCATION MAP VICINITY AP DRAWING NO. LIST OF DRAWINGS SHEET NO. G -1 COVER SHEET & LIST OF DRAWING'S 1 G -2 GENERAL NOTES, SYMBOLS, SIGN & ABBREVIATIONS 2 C -1 PLAN & PROFILE STA 1+00.00 TO 13 +00.00 3 C-2 PLAN & PROFILE STA 13+00.00 TO 22+00-00 4 C -3 PLAN & PROFILE STA 22 +00.00 TO 31+75.94 5 E C -4 DETAILS 6 E T -1 TRAFFIC CONTROL PLAN STA 1+00.00 TO 7+00.00 7 O Q ROF ESSl0 C" ��,P�'� HfR 'Q.y ` T -2 TRAFFIC CONTROL PLAN STA 5 +69.32 TO 12 +50.00 8 a� 8 �rn T -3 DETOUR PLAN 1 9 E 30/05 1 0 Civ Ik- o T -4 DETOUR PLAN 2 - n srA rE OF J REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE - APPROVALS CITY OF ENCIN ENGINEERING DEPARTMENT DRAWING N0. 2 1 f BENCHMARK: OC -0140 ✓ PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP V D PUBLIC IMPROVEMENT PLANS FOR: ENCINITAS TRUNK SEWER REPLACEMENT 5 N DESCRIPTION: BRASS DISC STAMPED OC 140 f / - G - 1 c HORIZONTAL 1 =40� �iri� ri�iiviG� iiii� / rrit/tu� /i ii . / /i�ic��t.: 30 04 •V LOCATION: NORTHEASTERLY CORNER OF DATE: - i i RAILROAD BRIDGE ABUTMENT w 4u v, � - BY: BY: COVER SHEET & UST OF DRAWINGS AT INS OF ATd�SF RR VERTICAL 1 =10' j �� R.C.E. NO. 50198 OY BODAS PETER TA ROBLES ES 441 do ENCINITAS BLVD. MICHAEL A. HERRMANN RCE 2?1 RCE 17 ELEVATION: 77.489 DATUM: SD COUNTY %/yaf„ Y . . EXP. 6/30/05 DATE 3 �G� DATE - WORK PROJECT N0. CEEOID SHEET 1 OF 10 00 GENERAL NOTES: CONTRACTOR'S RESPONSIBILITIES: ABBREVIATIONS 1. A NO -FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPT FOR 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL (72.89) = EXISTING ELEVATION ANY WORK WITHIN THE STREET RIGHT -OF -WAY. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES APPROVED BY THE CITY ENGINEER, AC = ASPHALT CONCRETE BCR =BEGIN CURB RETURN 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EC = END OF CURB ANY CON SRUCTION OUTSIDE THE PROJECT BOUNDARY. STATE, AND FEDERAL SAFETY AND HEATH STANDARDS, LAWS, AND REGULATIONS. EP = EDGE OF PAVEMENT 2. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE EXIST. = EXISTING 3. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND ECR = END OF CURB RETURN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, FL = FLOWLINE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HORIZ. = HORIZONTAL THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY WORKING HOURS. I.D. = INSIDE DIAMETER T, INV = PIPE INVERT EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTA �.ON AND /OR BENCHMARKS LIP = GUTTER L!P THESE PLANS_ WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE NB = NORTH BOUND AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON REFERENCES AND RE PLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND PCC = PORTLAND CEMENT CONCRETE 4. THE LOCATION �� SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR_ TO THE CONSTRUCTION OF NEW WORK. SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING IN THE PCR = POINT OF REVERSED CURVE THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING STATE OF CALIFORNIA, A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE PE = POLYETHELYNE UNDERGROUND FACILITIES PRIOR TO THE START OF ANY WORK, SUFFICIENTLY AHEAD OF FILED BY THE LICENSED LAND SURVEYOR OR REGISTER-ED CIVIL ENGINEER AS REQUIRED BY THE PVC = POLYVINYL CHLORIDE CONSTRUCTION TO PER-MIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LAND SURVEYOR'S ACT. P�R) = PAVEMENT ACTUAL LOCATION OF EXISTING FACILITIES. = RADIAL BEARING 4. THE LOCATION OF EXISTING BUILDINGS AS SHOWN ON THESE PLANS ARE APPROXIMATE. QD. = REQUIRED TRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING SB = SOUTH BOUND 5. THE CON � � T � �� THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY ID NUMBER, AT LEAST 3 DAYS 5. THE CONTRACTOR RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUB - SURFACE SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS PRIOR TO THE START OF ANY CONSTRUCTION: UNDERGROUND SERVICE ALERT (U.S.A.) (800) UTILITIES PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT TB = TOP OF BERM 422 -4133 REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY TC = TOP OF CURB A GENCY PRIOR TO BEGINNING OF CONSTRUCTION. IF DURING POTHOLING OPERATIONS, THE VERT. = VERTICAL 6. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK CONTRACTOR DISCOVERS A POTENTIAL CONFLICT WITH AN UNDERGROUND UTILITY, THE X -GTR = CROSS GUTTER NEAR COMPANY FACILITIES AND SHALL COORDINATE WORK WITH THE COMPANY REPS. FOR CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE LOCATION OF WATER DISTRICT FACILITIES WITHIN THE PROJECT AREA, CALL (760) 633 -2709. TIME FOR THE CITY TO MAKE REVISIONS IN THE DESIGN TO AVOID THE CONFLICTS PRIOR TO THE START OF CONSTRUCTION. 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY INSPECTOR. 6 CONSTRUCTION. O PROR TOCOMMENCING OI CONS O CONSTRUCTION, THE CONRACTOR SUBMIT TRAFFIC CONROL SIGN LEGEND 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR A FLOW DIVERSION PLAN FOR REVIEW AND APPROVAL BY THE CITY /ENGINEER. PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL CONTRACTOR SHALL NOT BEGIN ANY WORK UNTIL THE FLOW DIVERSION PLAN HAS BEEN PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION APPROVED BY THE CITY /ENGINEER. FLOW? DIVERSION PLAN SHALL BE CAPABLE OF (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE) THE SAN DIEGO REGIONAL HANDLING SEWAGE FLOWS UP TO 750 GALLONS PER MINUTE. C -5 (RT) C -5 (LT) C12 C13 C18 STANDARD DRAWINGS (LATEST EDITION), AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 'T PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHALL 7 • PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY =_- NARROW conlsucn ROAD 9. ALL PRIVATE IMPROVEMENT . S IN THE PUBLIC „ BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. THE CONTRACTOR SHALL REPAIR ALL PLAN FOR RECOVERY OF THE PIPE BURSTING TOOL IN THE EVENT THE TOOL SHOULD DETOUR DETOUR LANE CONSTRUCTION PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION BECOME JAMMED. CONTRACTOR SHALL NOT BEGIN ANY WORK UNTIL THE BURSTING TOOL _ =`r AHEAD OF THE PROJECT. RECOVERY PLAN HAS BEEN APPROVED BY THE CITY /ENGINEER. 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN 8. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SCHEDULE AND A PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMO'V'ED WITHOUT PRIOR DETAILED CONSTRUCTION PLAN SHOWING THE LOCATION AND SHORING DETAILS OF LAUNCHING APPROVAL OF THE Cl TY. AND RECEIVING PITS AND ALL OTHER EXCAVATIONS FOR REVIEW BY THE ENGINEER. C20 (RT) C21 C30 R17 R18 (RT) 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS 9• THE CONTRACTOR SHALL REMOVE THE EXISTING MANHOLES AND REPLACE THEM WITH NEW AHEAD MANHOLES PER SDRSD S -2 OR DETAIL 5 SHT 6 FOR DROP MANHOLE. ALL MANHOLES IGHT E SINGLE LANE PINT T DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A CALIFORNIA SHALL BE CAST IN PLACE. NO PRECAST SEGMENTS SHALL BE PERMITTED. CLOSED MUST REGISTERED CIVIL ENGINEER OR A CALIFORNIA LICENSED LAND SURVEYOR. LANE CLOSED n>RN rnc;flT AHEAD 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, 10. CONTRACTOR SHALL SAWCUT PAVEMENT PRIOR TO EXCAVATING FOR LAUNCHING PITS, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND LATERAL RECONNECTIONS, OPEN TRENCH AND POTHOLES. REPLACE PAVEMENT AS SHOWN PAVING. ON DETAIL 1, DWG. C -4. 13. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE 11. CONTRACTOR SHALL NOT BEGIN ANY WORK UNTIL THE DETAILED CONSTRUCTION PLAN R18 (LT) R2GD R34 - 2 R41 R49M CT DURATION OF PROJE CONSRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SUBMITTAL SHOWING THE SHORING DETAILS IS APPROVED BY THE CITY /ENGIN EER. NO SECTION 7 -8 OF THE STANDARD SPECIFICATIONS. (SHORING /BRACING CALCS TO BE SIGNED AND SEALED BY A CALIFORNIA - LICENSED LEFT LANE PAWI RIGHT SCLOSED STRUCTURAL ENGINEER.) MUST TIME TURN 14. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES T URN LEFT f"� ONLY OTHER SID OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID OR DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 15. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -OF -WAY TRAFFIC CONTROL NOTES: WITHOUT APPROVAL BY THE CITY ENGINEER. R61 M SC3 SR45 W11 (RT) W44 16. OCCUPATIONAL SAFETY &HEALTH (OSHA): THE CONTRACTOR IS REQUIRED TO 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATIONS, ADMINISTRATION CONSTRUCTION PROVISIONS IN CITY RIGHT -OF -WAY AND CALRANS CONSTRUCTION MANUAL, CHAPTER 4 ,► DETOUR OBTAIN A PERMIT FROM OSHA PRIG. TO COMMENCING CONSUCTION OF TRENCHES OR �, _ KEEP EXCAVATIONS IONS WHICH ARE 5 FEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO SECTION 12 CONSTRUCTION AREA TRAFFIC CON ROL DEVICES) AND THE TRAFFIC CONTROL PLANS t DESCEND. INCLUDED IN THESE PLANS FOR CALRANS- RIGHT -OF- WAY. °NL °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��m ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS IN WRITING OF THE PROPOSED INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK DIRECTION OF TRAVEL �■•� SBC COMMUNICATIONS COMPANY. TELEPHONE: (800) 700 -2539 8. ACCESS TO FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES FLASHING ARROW SIGN DURING PROJECT CONSTRUCTION. 19. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION PRIOR TO STARTING WORK NEAR PORTABLE FLASHING BEACON \•� COMPANY FACILITIES AND SHALL COORDINATE WORK WITH COMPANY REPRESENTATIVES. 9. THE CONTRACTOR SHALL SUBMIT DETAILED TRAFFIC CONTROL PLANS FOR REVIEW BY THE NOTICE: ENGINEER. TRAFFIC SIGN �R1 FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX E TELEPHONE: (800) 422 -4133 10. ALL WORK WITHIN THE ENCINITAS BLVD. PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED SUNDAY SIGN CODE N0. W44 THROUGH THURSDAY BETWEEN THE HOUR-S OF 8:00 PM AND 5:00 AM. PRIOR TO THE END OF QROFESS/0 EACH WORK SHIFT, ALL OPEN EXCAVATIONS SHALL BE COVERED WITH TRENCH PLATES. STREET CENTERLINE ��o A. Hf �� RIGHT -OF -WAY 0. A z Z W 5 19 48" PORTABLE DELINEATOR • x 6/30/05 22 1 H CIV 41- X sT q T E OF OPT >6 E 0 9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE J APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. g 8 BENCHMARK: OC -0140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D APPR PUBLIC IMPROVEMENT PLANS FOR: ENCINITAS TRUNK SEWER REPLACEMENT S DESCRIPTION: BRASS DISC STAMPED OC 140 r G - 2 LOCATION: NORTHEASTERLY CORNER OF HORIZONTAL 1 =40 �:.a ��/i�..�a, ...../ L- r.rt!:o-l:a . /�i,��rr DATE: - /� BY: RAILROAD BRIDGE ABUTMENT �-- BY: GENERAL NOTES SYMBOLS SIGN & ABBREVIATIONS AT TNT OF AT&SF RR 4wv. Vl 50198 ES 441 VERTICAL 1' =10' R.C.E. N0. ROY BODAS PETER TA ROBLES & ENCINITAS BLVD. MICHAEL A. HERRMANN RCE 12 l7 ELEVATION: 77.489 DATUM: SD COUNTY /,1�f,,,� i 4. ow -3�> ice, +: � : �.��.; E 630 05 DATE: R $ O� R 2 DATE: WORK PROJECT NO. CEEOID SHEET 2 OF 10 0 NoText NoText NoText NoText NoText NoText NoText NoText