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183 I i M G ENERAL MOTE i 1. ALL WORK TO CONFORM WITH THE 'STANDARD SPECIFICAIIOWS FOR PUBLIC WORKS PLANS FOR MEDIAN IMPROVEMENTS ON CONSTRUCTION; LATEST EDITION WiTH SUPPLEMENTS (A.P.W.A. SPECIFICATIONS) AND THE t LATEST EDITION OF SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS EXCEPT AS NOTED OTHERWISE. Z. A PERMIT SHALL BE OBTAINED FROM THE CITY ENGiNEERiNG DEPARTMENT FOR WORK WI MIN EXISTING RIGHT-OF-WAY THE CITY OF ENCINiTAS WILL ISSUE A CONSTRUCTION PERMIT FOR r THIS PROJECT AT NO COST TO THE CONTRACTOR. E L CAMINO REAL 3• ALL EXISTING' IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT, CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WiTH GARMN VTW RD' THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT, AND CAPPING. ALL PROJECT - f1EMOVALS SHALL BE SAWCUT• LOCATION 4. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR SHOWN HEREON IS OBTAINED FROM A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR'S cl AND ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH is SHOWN ON THE PLANS OR IN THE SAON4L M040111 - AANi llrAS & V40 �` EL 64MIA140 4ML THE MTN VISTA SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO ASCERTAIN rR4r '(C DR ' PROTEL.T THECUTILITIES ALL STRUCTURES SHOWN ON PLANS OR�WH MAY BE vZp► MaN ENCOUNTERED AND ARE NOT*SHOWN ON THESE PLANS. r S. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATiON OF UNDERGROUND VIA UTILITIES BY CONTACTING EACH OF THE FOLLOWING UTILITY COMPANIES 48 HOURS IN ADVANCE: MOLE NA Q.S� WATER: OLIVENHAIN MUNICIPAL WATER DISTRICT ........................... 753 - 6466 GAS & ELECTRIC: SDG&E .... 438 -6103 TELEPHONE: PACIFIC BELL CO ..... ENCINITAS BL VD. MPANY ........ . • S3' In ..... • .......... ..........::. U65-N79 �+ CABLE TELEVISION: DIMENSION CABLE . ... ............... ... . 471 -8000 WATER: SAN DIEGUITO WATER DISTRICT ............ ................ i33 DR. VARIES VARES 1, ANN. SEWER: LEUCADIA COUNTY . WATER DISTRICT .............. ................ 753-0155 CRCgT 8 =12' 8 =12' (TYP.) M t �NTRACTOR SHALL MAINTAIN THE SERVICE ALL EXTSTtNG r1ATEA AND SEINER UTi ITiES I EXIST AISN" /B" A.C. OVER E 1 AG'GREGA [�d DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING TO BE REMOVED IR AREAS WHERE E EX EX ST NG MEDIAN N IS TO O WATER AND SEWER MAINS DURING CONSTRUCTION, AND SHALL HAVE SUFFICIENT PIPELINE BE REMOVED MATERIALS AND EQUIPMENT ON SITE TO IMMEDIATELY REPAIR ANY DAMAGE TO EXISTING MAINS. 7. WORK SHOWN OR INDICATED ON THESE PLANS OR CALLED FOR IN THE SPECIFICATIONS, BUT NOT INCLUDED AS PAY OUANTiTY ITEMS, SHALL BE CONSIDERED INCIDENTAL WORK, COST OF — — — WHICH SHALL BE INCLUDED IN CONTRACTOR'S BiD FOR PAY QUANTITY ITEMS. Z. "M CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING U17LMES, PAVEMEIy I Tl'P CURBS, STRUCTURES, TREES, AND LANDSCAPING, AS A RESULT OF HiS OPERATIONS, AND WILL LOCATION u ls SAWCur AND REMOVE PAVEWNT BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF AND AS DIRECTED BY THE ENGINEER OR UTILITY COMPANY. 6. N.T.S. 1. tONTRACTOR SHALL MAINTAIN TRAFFIC THROUGH THE S I RUC I ION AREA AMD PROVIDE ALL NECESSARY CONSTRUCTION WARNING SIGNS, BARRICADES, AND MARKING AS REQUIRED BY THE SPECIFICATIONS AND AS DEEMED NECESSARY BY THE CITY ENGINEER. A TRAFFIC PLAN O�� EZEYATIdV PE FF/L INCLUDING ANY AND ALL PHASING, APPROVED BY THE CiTY ENGINEER, IS REQUIRED PRIOR TO TYPICAL SECTION THE START OF CONSTRUCTION. EL C AMIH O REA 10. THE CONTRACTOR SHALL IMMEDIATELY HAUL ARMY AND DISPOSE OF OFF THE PROJECT SITE, SHEET 1 TITLE , ALL REMOVED ASPHALT CONCRETE, BASE MATERIAL, EXCESS EXCAVATED MATERIAL, AND _ N .T.S. CONSTRUCTION DEBRIS. ALL DISPOSAL SHALL BE AT THE CONTRACTOR'S EXPENSE. SHEET 2 -6 PLAN AND PROFILE lo g 106 1 t THE CONTRACTOR SHALL HAVE COPIES Of THE PLANS AND SPECIFICAI FOR THiS PROJECT SHEET 7`9 SIGNING I STRIPING o g a o SEWER MANHOLE ON THE SITE AT ALL TIMES AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SHEET /0 TiQ.4FF /C' S /GN.4L MOD /F /C',4T /O/V o 0 0 OR WATER VALVE SPECIFICATIONS. COVER. FACE EL C4M/�/O REAL ` ENIMA1171S BL MO. MEDIAN CURB 12. CONTRACTOR SHALL i�OTiFY THE CiTY OF E14CiRMS Dtvtsiop 4S HOURS PRIOR /I-18 t'L�4�/T�iVG � /RR /6',4T /ON �L,4NS � R TO STARTING WORK. DURING THE COURSE OF THE WORK, CONTRACTOR SHALL MAINTAIN DAILY COMMUNICATION WiTH THE CiTY ENGINEER'S REPRESENTATIVE AND SHALL DILIGENTLY PURSUE THE WORK TO COMPLETION. L.4AIPSY'4PIAV DET,q /LS R = 5.0' (TYP. ) _ 1.0� _ ,DETAi $ DETAIL D =_ 45 FT. FLARE N.T. � N.T.S. a in yvo�e re ��' varv�' AS Q Estimated Estimated fid . No. Item Quantity Unit No. Item Quantity Unit DETAIL A SiNGLE ' LEFT TURN TRANSITION 7.d 7.a' Ts' Ts!" Is' 16' 7w td 76 TV N.T.S. I Median Curb Type B-3 Modified 8970 L.F. 31 6" Sch 40 Irrigation Main Sleeve 24n n L.F. ' 8 2 Removal for Median Construction 1 L.S. 32 3" Seh 40 Irrigation Main Sleeve 450 L.F. $ o ' GREG SHIELDS 3 6" A.C. Pavement/12" Cl. 2 A.B. 1000 S.F. 33 2" Reduced Pressure Back Flow Assembly 1 EA Q o► ,; h - 4 Pedestrian Ramp 2 EA 34 Irrigation Controller Assembly I EA 7e RC E DATE 5 . Remove and Replace Sidewaft 250 S.F. 35 Master Remote Control Valve Assembly I EA 6 A.C. Berm 30 L.F. 36 Remote Control Valve Assembly 1" 3 EA - 7 Adjust M.H. Frame & Cover to Grade 3 EA 37 Remote Control Valve Assembly 1" 1 EA 8 Adjust Survey Monument to Grade 1 EA 38 Remote Control Valve Assembly 1 1/2" S EA 9 Stamped Concrete w/ Base 17,830 S.F. 39 Remote Control Valve Assembly 2" 2 EA W 10 Guard Post Type M -9 2 EA 40 Quick Coupler Assembly 27 EA ? 11 4" Traffic Stripe 6500 L.F. 41 Flow Sensor Assembly 1 EA J 12 6" Traffic Stripe 5300 L.F. 42 Furnish do Install 12" Pop Sptay Head 453 EA DETAIL E: DOUBLE LEFT TURN TRANSiTiON ox 13 8" Traffic Stripe 2300 L.F. 43 Furnish do Install Control Wire Conduit 4000 L.F. N.T .S. 14 12 Traffic Stripe 2030 L.F. 44 Furnish do Install Control Wire 50,000 L.F. pMn,•• 6 S11�IGL E LEFT TURN TRANSITION = 15 Reflective Pavement Markings Type G _ 380 EA 45 Install 36" Box Trees 34 Ea. N.T.S. 5" 16 Non - Reflective Pavement Markings Type "A' 150 EA 46 Furnish and Install S gal. shrubs 27$ EA R "TP•) 'B• WEA'KE'NED PLANE JOINT 17 Pavement Markings 1000 S.F. 47 Furnish and Install 1 gal. shrubs 3744 EA Traffic Sign - 1 post 105 EA 48 Furnish and Install Mulch 160 C.Y. 19 Paint Curb Face 550 L.F. 49 Median Landscape Maintenance - 12 mouth 1 L.S. aw W. s• a' a' a' a' s• , }.. — 3 N 20 Remove Existing Stripes and Marbffgs 13,000 L.F. o •': �'::� _ TOP 21 Telephone Trench and Conduit 380 L.F. 50 5, "V/ Inlare"wrll exr" �Cnb /� 4�� t•F W i '.� _ PAVEMENT 22 Traffic Signal Modification 1 L.S. s/ Fcrnish Ins {o // /P Pop • //P APc ad f/c l8 EA ` 7B $ w o 8 °o o g • • 23 Detector Loop so FA o - "' + 24 Top Soil 2300 C.Y. 25 Soil Pre=_Aon 24,700 S.F. .40NES /{�E 26 Trenching in Pavement lFaventent Repair 2850 L.F. 27 Trenching in Median 2080 L.F. « H 28 Moisture Barrier 4523 L.F. I I 1 11 _ TYPE B —3 (M0'DIFiED� CURB 29 3" P.V.C. Irri Main 4300 L.F. NO SCALE 30 1 U2" P.V.C. Irrigation Main 650 L.F. DETAIL C = DOUBLE LEFT TURN TRANSiTiON N.T. S. DETAIL F = SINGLE LEFT TURN TRANf►1TI0 N.T.S. REVISIONS APPROVED DATE REFERENCES DATE APPFIONALrB CITY OF Ei4CINr7"A8 ENGINEERING DEPARTMENT DRAWING NO. 1 AS -BUILT B/D 5E7 1 DESCRIPTION: CONCRETE STREET SURVEY PLANS PREPARED UNDER SUPERVISION OF RECD ND A O PLANS FOR MEDIAN IMPROVEMENTS ON MONUMENT P ERMIT 3A95C14 - Zf�q=y WELL LOCATION= INTERSECTION OF E C.R. AND HORIZONTAL DATE : BY 000 3 SI BY: - E L C .AMINO R E A L LO J. HOLT ALAN D. A CHIBALD A. S IC. eLa/D. AT $TA. MR AND . _, y¢ DATE: 6 -� � FROM CREST ORiVE TO GARDEN VI cVf ROAD- 283+56 ENC. BLVD. PER RS. 1802 -1 R.C.E. N0.: DA REOORD FROM-S.D. COUNTY PRECISE SURVEY VERTICAL' ENGINEER SHEET i OF 1 LEVELS ( RS. EXP. _� R.C.E. 18189 R.C.E. 21869 WORK PROJECT N0. 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