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2010-10433 I (Plans) ANDREW LEUCD. PLANS FOR THE CONSTRUCTION OF - `y B`� WORK TO BE DONE z 680 WESTLAKE STREET IMPROVEMENTS o w p 5z�fl` THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING s21 < F 9 m Nr ENGNiTgS� I TY OF E N C I NITAS TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PROJECT .', � e�`10 /// LOCATION '',::. PLANS AND STANDARD DRAWINGS: 3 ENCINITAS `� tai REOUEZA ST P tir `a 9r U � I STANDARD SPECIFICATIONS SANTA FE DR. 9R,lgCy,C -- R. 92 Ro R� 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION t (2000 EDITION). S9 w 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC '.. r� BIRMINGHAM CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," . DRIVE w o��� I (1996 EDITION). Ld j 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS-JULY 1992. 'GA -- I SEE SHEET 4 & 5 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. v s m; * ------ ---- - -----J 5. CITY OF ENCINITAS STANDARD DRAWINGS. Z -- VICINITY MAP +g STANDARD DRAWINGS SAN NO SCALE I- -----I 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-JULY 2000. (OR LATEST EDITION) you LAG DO THOM. BROS. PG. 1147 C7 q j \ 2. STATE OF CALIFORNIA STANDARD PLANS-JULY 1992. S21 q 3. SAN DIEGUITO WATER {DISTRICT STANDARD PLANS. 4. ENCINITAS SANITATION STANDARD DRAWINGS. L---T1-----!-------------------J DESCRIPTION STD DWG SYMBOL GENERAL NOTES KEY MAP EXIST CABLE TELEVISION LINE - - - - -CTV- - - - - NO SCALE EXIST WATER LINE -- - - - W - - - - - EXIST SEWER LINE S ------ PROPOSED EXISTING STRIPING EXIST. PROPOSED EXIST ELECTRICAL E 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT R/W � R/W R/W R/W R/W R/W EXIST TELEPHONE T FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. 10' 20' TO 22' 20' MIN 1 42' 20 10' EXIST GAS MAIN G 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. VARIES 32' 13' EXIST STORM DRAIN --------- SID =__------ 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL 5.5' VARIES VARIES CL STRIPE-iI 4' �2% EXIST CONTOURS - 195 ---- - OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. EXISTING ------- - - EXIST RIGHT-OF-WAY LINE - - - - - 41 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE A. NEW CURB & GUTTER PROPOSED RIGHT-OF-WAY LINE , - - - - - PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SAW CUT PROPOSED CONTOURS KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE SIDEWALK & PVMT. - ' PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES ® 3 OFF 1 2 5 �/- V - TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD NEW PARTIAL WIDENING & A.C. CURB FACE GRADED SLOPES T_ � - 1 - OR NOT SHOWN ON THESE PLANS. CURB/GUTTER NEW DIKE AT INTERSECTION REQUEZA STREET 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON & SIDEWALK A.C. & BASE W/ REQUEZA ST. 2 3 PROPOSED SPOT ELEVATIONS 65.5 TC SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE 1 5 Q (LOOKING WEST) WESTLAKE STREET CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND LOT LINE - - - - - - - FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE (LOOKING NORTH) PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS NEW CONC DVWY & SIDEWALKST TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. PREPARED FOR PREPARED BY OWNER / PERMITEE STATEMENT 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WIT ' 1 TRENCH REPAIR COMPANY REPRESENTATIVES. LL�EStLj4K6 �IddE ,L1G, LAAIOI^I" IllKVA IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 1-7460Y"flW X322 SEA BRIGHT PlItA61m 1655ME1466CEAar£. •#20D NEW WATER SERVICE & METER W-� r c�n,-c-nnn nn nn^na "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL '("�MFr1�Y.AyCA. �I2591 - --.=. . .-.. .- SA:►J•AIF.[aD,CA g21Ll IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL NEW SEWER LATERAL & C.O. S -� CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE 951-(oq5°9555 ' ^" Srr IPIP' N SF40 gba'Sa1°E /� ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE SAN DIEGO GAS & ELECTRIC COMPANY. _. DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER TELEPHONE: (800) 422-4133 COMPLETION OF THE IMPROVEMENTS. NEW ASPHALT PAVEMENT SITE ADDRESS •• • • • • • • • • • • • • • •••• B-. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK APN 258-121-11 I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT • TELEPHONE: (619) 546-3606 680 WESTLAKE STREET 680 WESTLAKE STREET AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, NEW FIRE HYDRANT W POST C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIO:� TO STARTING WORK ENCINITAS, CA 92004 / IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR • NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REF.�ESENTATIVES. AS8117ELIB UNDER MY CONTROL. _ NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN A S BUILT LEGAL DESCRIPTION - THE PROJECT AREA TELEPHONE: (760) 633-2709. D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK LOT 10 OF RANCH REQUIZA, IN THE CITY OF BY; NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. rAWA•BRENC'tK Jdte48�s3 E+oim b/s®�� ENCINITAS, COUNTY OF SAN DIEGO, STATE OF DATE: CALIFORNIA, ACCORDING TO OFFICIAL MAP i NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES THEREOF NO. 2133, FILED IN THE OFFICE OF THE CONTACT COX CABLE TELEVISION COMPANY. SAN DIEGO COUNTY RECORDER ON OCTOBER 11, 1928.TELEPHONE: (800) 422-4133 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY CONSTRUCTION � , PATS E E T INDEX STATEMENT 0 F ENGINEER 0 F WORK INSPECTOR. am: fuftipA 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC SHEET 1 TITLE SHEET THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO ITEM N❑, DESCRIPTI❑N STD. DWG, UNIT QUANTITY SHEET 2 PLAN NOTES q%GFESSrO ' THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO @�9 BR &q`� WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), 1O 6' CURB & GUTTER SDRSD - G-2 L.F. 375 SHEET 3 IMPROVEMENT PLAN �� �� �°1t^ 2� PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN AND THE SPECIAL PROVISIONS FOR THIS PROJECT. SHEET 4 IMPROVEMENT PLAN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTEN 9. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL 2 4' AC/6' CL II BASE S.F. 1312 SHEET 5 STRIPING PLAN £48153 THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE ' * EXP6-30-2012 * PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL PUBLIC RIGHT-OF-WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY 0 6' AC DIKE SDRSD - 6-5 TYP A L.F. 113 mT C10. tP SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE THE CONTRACTOR. ABBREVIATIONS q 0 CAL1F0 ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ® 16' WIDE DRIVEWAY SDRSD - G-14A EA. 3 iD. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR 50 5' WIDE SIDEWALK SDRSD - 6-7 S,F, 1635 AC = ASPHALT CONCRETE PRC = POINT OF REVERS VE AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE APPROVAL OF THE CITY. ARHM = ASPHALT RUBBERIZED HOT MIX PVC = POLYVINYL CHLORIDE PIPE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED © CURB RETURN RAMP W/ TRUNCATED DOMES SDRSD - G-27A EA. 1 BC = BEGIN CURVE PVMT = PAVEMENT ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF TH OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A BW - BOTTOM OF WALL (R) = RADIAL BEARING ORK PERFO ED BY EER. LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY O 4' SEWER LATERAL EA. 3 CAB = CRUSHED AGGREGATE BASE RCP = REINFORCED CONCRETE PIPE SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH, CMP = CORRUGATED METAL PIPE READ. = REQUIRED 8 V WATER SERVICE WAS WS09, WC17 EA. 3 X EC = END CURVE = BY: - ---- - --- - ---DATE: TO THE CITY OF ENCINITAS, PROOF OF RECORDING. O = R W RIGHT OF WAY "+„�J • - ® a r," EP = EDGE OF PAVEMENT SDRSD SAN DIEGO REGIONAL 6 ! 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, 9O INSTALL F,H, W/ 2- PROTECTION POST WF01, WM04 EA. 1 EXIST. = EXISTING STANDARD DRAWINGS u�i CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND FH = FIRE HYDRANT � �• g I L ST LT = STREET LIGHT rur rn nniniiT niv No $ 2 0 PAVING. 10 INSTALL STREET NAME/STOP SIGN EA, 1 FL = FLOWLINE LAf."el( U-lNkA F TB = TOP OF BERM p'3��L ;` 13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE CONSTRUCTION MEETING FS = FINISHED SURFACE MAILK �• C.K 11 12" WIDE WHITE STOP LINE L.F. 57 TC = TOP OF CURB I 4622 rr^ nni^ r n 5 MW£6EEAV W& CIVH ra AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760-633-2770 HORIZ. = HORIZONTAL TW = TOP OF WALL ^^n� ^n^^ ^^ ^^^^a ^^ � GACr�l2.� F" 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION 12 4' SOLID DOUBLE WHITE STRIPE CALTRANS - 38B L,F, 68 IE = PIPE INVERT ELEVATION TW = VERTICAL Q -•/ OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 LIP = GUTTER LIP �£1- 60 °Gc/O OF THE STANDARD SPECIFICATIONS. 13 "STOP" STENCIL CALTRANS - PAGE A24D EA, 3 PCC = PORTLAND CEMENT CONCRETE X-GTR = CROSS GUTTER ReE HE)_ EXISTING ELEVATION --'- -- � �®•'4�1� 15. THE CONTRACTOR SHALL MAINTAIN A .SET OF "AS-BUILT" DRAWINGS ON WHICH ALL CHANGES OR PCR = (72.89)= POINT OF CURB RETURN ��° ���� rz - -. VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID "AS-BUILT' 14 TRENCH REPAIR SDRSD - G-24-A S.F. 488 PP = POWER POLE Project Status: DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. 15 3" DRAIN PIPES SDRSD - D-27 EA, 5 16. MATERIAL OR DEBRIS SHALL NOT, BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT PUBLIC WORKS SAN DIEGUITO WATER DIST. ENCINITAS FIRE DEPARTMENT APPROVAL BY THE CITY ENGINEER, 16 4' SOLID DOUBLE YELLOW STRIPE CALTRANS - 22 L.F. 110 APPROVIED _ APPROVED APPROVED T ) 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO 17 4' SINGLE WHITE STRIPE CALTRANS - XX L.F. 96 � STANDARD f/,/OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. 1' SERVICE AND DUAL METER TO BE INSTALLED BY DISTRICT @ OWNERS EXPENSE BY BY �1 12 DATE 3 ¢ LAIR KNOLL DATE DATE /' rS�N Q SIGNATURE EXPIRES 2 YEARS AFTER DATE Z REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DE Y DRAWN BY CHECKED eY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. cn AA 0 O ELEV. 182.995' PLANS PREPARED UNDER SUPERVISION o RECOMMEND D /���, PR E PUBLIC IMPROVEMENT PLANS FOR: f}S- BULL ° - - I X11 7 r I w DATUM: NAVD 88 HORIZONTAL N/A ���•� PATE; W REQUEZA & WESTLAKE 10433- DESCRIPTION: R.O.S. 18416 (PT. N0. 1031) � 1 BY: BY: ' Z 2.5" CITY OF ENCINITAS BRASS DISC "ENC-31" R.C.E. No.: STREET IMPROVEMENTS NW CORNER OF DRAINAGE BOX, NORTH SIDE OF VERTICAL J ° DATE: ti DATE: Z� lf Z ENCINITAS BLVD., 700' EAST OF WESTLAKE STREET N A VEER EXP.: 4 TPM 07-164 SHEET 1 OF 5 W 3064\IMP-01 -27-1 1 ° PLANS FOR THE CONSTRUCTION OF 680 W STREET IMPROVEMENTS STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO C TY 0 ENCINITAS CONSTRUCTION ACTIVITY CONCRETE WASHOUT SAN DIEGUITO * CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT • AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, WATER DISTRICT NOTES FIRE DEPARTMENT NOTES MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER N CONVEYANCE SYSTEM OR ANY RECEIVING WATER, CONTRACTOR SHALL POST A SIGN IGN DESIGNATING THE WASHOUT LOCATION. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF CONSTRUCTION SITE ACCESS 1. ALL EXISTING FIRE HYDRANTS WILL BE REPLACED WITH HYDRANTS OF A BRONZE TYPE THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE AND SHALL HAVE TWO (2) 4" OUTLETS AND ONE (1) 2 1/2" OUTLET. THE HYRDRANT * A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. SHALL MEET CURRENT FIRE DEPARTMENT STANDARDS FOR COMMERCIAL FIRE HYDRANTS. AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE 2. CURBS ON STREETS HAVING ON-STREET PARKING SHALL RECEIVE RED STRIPING SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES, C\� SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. EXTENSIONS 15' EACH SIDE OF THE HYDRANT AND SHALL MEET ENCINITAS FIRE O FIRE DEPARTMENT STANDARDS. CONSTRUCTION VEHICLES 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW 3. CONTRACTOR TO INSTALL BLUE RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT * A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CENTERLINE FINISH GRADE OF STREET. CONNECTIONS TO MEET ENCINITAS FIRE DEPARTMENT STANDARDS. CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. TRAFFIC CONTROL NOTES EROSION CONTROL 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. * EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ' 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATION, ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE MAINTENANCE WORK ZONE (1985 EDITION) AND BONDED FIBER MATRIX. SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH * NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. CALTRANS STANDARD PLAN T-11, T-12, OR T-13 DURING THE WORKING HOURS OF 9:00 A.M. TO 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CITY RIGHTS-OF-WAY. ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. * REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS 10, THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL RIGHTS-OF-WAY, CITY OF ENCINITAS RIGHTS-OF-WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 5, PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. DECREASE EROSION. 6• TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. * TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS 11. PRIOR AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE CURRENT T WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD 8• 12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING AND BIND THE SOIL. PROJECT CONSTRUCTION. ARRANGE FOR INSPECTION OF PROJECT. * PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 13 FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION. * WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. ON-SITE CONSTRUCTION MATERIAL STORAGE 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED * STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE CONNECTION SHALL °ALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE. SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. * ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 17. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. TRAINING 18. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. * CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM VALVES, VALVE -BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 20 CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE WASTE MANAGEMENT DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. * CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE PROHIBITED. 9.5-FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE * NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES 19-FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. WITH ANY TRASH MATERIAL. 22. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR * MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS. RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. * POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. * PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. * ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY �U° EaSiChue ®QROF8St®y� HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION CONTROL BMP QS O.SUjrA �tiP �• R c�yc NOTES RELATIVE TO CONSTRUCTION ACTIVITIES C4 53 !� s NO. 26 EXP 6-30-2012 AS BUILT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND CiVI� `P REQUIREMENTS PLEASE CONTACT THE �-�� G�3o FOr�tOFCA1140� MMRKAMt 1�E4dy93 ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770 DESIGNED 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT r DRAW" BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. G L la .s ( ELEV. 182.995' PLANS 'Pt.R,,EuPARED UNDER SUPERVISIQ F RECOMMENDED PPR V D PUBLIC IMPROVEMENT PLANS FOR: • ( �� DATUM: NAVD 88 N A AA9KA.13¢Ed &K 7 HORIZONTAL DATE: REQUEZA & WESTLAKE 10433- 1 DESCRIPTION: R.O.S. 18416 (PT. NO. 1031) 1 1 BY: BY: 2.5" CITY OF ENCINITAS BRASS DISC "ENC-31" R.C.E. NO.: X8302 STREET IMPROVEMENTS NW CORNER OF DRAINAGE BOX, NORTH SIDE OF N A 4/ (r/ (� / ENCINITAS BLVD., 700' EAST OF WESTLAKE STREET VERTICAL � ENGINEER EXP.: DATE: DATE: TPM 07-164 -• x SHEET 2 OF 5 3064\IMP_01 -27-1 1 VERTICAL = .25 X HORIZONTAL = .05 X ri _.. - N - - TI - _ - N _ PROFILE - - - - SCALE:HORIZONTAL r'=20 - - - - VERTICAL 101=4, _ - 9+00 8+50 8+00 - 7+50 - 7+00 8+00 7+50 7+00 6+50 6+00 I - 7 10 / PARCEL 1 *5s 33r, j v 8 10+5 .52 3 5 - REMOVE co x� REMOVE EXISTING o ' OHL I AC n 3'X3' STREET R/W - 4 m �c. 7 1 CONC BASE PER DOC. 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DELTA RADIUS LENGTH REMARKS v n `� SHT 3 OF 3 c� o o� a I Z m WESTLAKE STREET 1' N o c- � Qj S88°56'34"E 60.11 ' 6" C&G J + SEWER FL Fs 194.7 ao o mo M 02 84•-43'-17" 30.00' 44.36' 6" C&G Q ------ � ❑3 33°-25'-17" 110.00' 64.16' 6" C&G o- ® 95°-17'-13" 24.60' 40.91 ' 6" AC. DIKE ❑5 29°-03'-51 " 74.07' 37.57' 6" AC DIKE MH --- - - © 00°-33'-27" 3487.26' 33.94' 6" AC DIKE A01214.7^:.. ROFESS/O �yrES$f i I I X 233.1 1 Underground Service Alert 1 As BUILT xzz 9:4 W x •mot = � C48153 • * EXP 6-30-2012 mu��ws CIVIA ear Sly CIVB1 CALL TOIL FR6B 4 OfCRIlEO RCa 9Ki53 �?G�ae 1-800 422-413 + iwvmoamamo� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT o GNED B DRAWN CHECKED APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING No. GYIL 4 ELEV: 182.995' PLANS PREPARED UNDER SUPERVI; K RECOMMENDE PPROV D PUBLIC IMPROVEMENT PLANS FOR: A.�'BUl T •I / 'Z�I ATUM: NAVD 88 HORIZONTAL 1" = 20' �lllQkA•gPr�JI".I�tC DATE: �1 }� BY. /V ' BY. 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NO.: NW CORNER OF DRAINAGE BOX, NORTH SIDE OF VERTICAL " 1 4•�I��" DATE: ENCINITAS BLVD., 700' EAST OF WESTLAKE STREET 1 — 20 ENGINEER EXP.: DATE: TPM 07-164 SHEET 3 OF 5 3064\IMP-01 -27-11 l s VERTICAL = .25 X HORIZONTAL = .05 X - - , , -- - - - i 0 0 - - - _ o -- - -- - - - - - - - - F iWfSF $11 _CURB RROF[LE t PROFILE - - - -- SCALE.HORIZONTAL f°=20 - - VERTICAL f"=4' : - - - - - - 10+00 10+50 11+00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 -PARCEL > P� PARCEL 3 w 9 0� v1 h m o 5 PARCEL 2 i neL4 co m +� r' ' ACCESS EASEMENT v w - � � FROM PARCEL 3 4j 1' PARCEL 2 &4 o 10 4 W `"^t r �' W3'CUT OFF INS ' PL ?Q. ; TO I � , �V X536 E9jYA r � ,CURB LINE - { r REQl1 � 1,'� . : ,°�.. & 5 EXISTING PIEDRAS ORO CALLS + 4 0, - -o RAYSED TO FINISH GRADE 8 'T 7+07.36 p� o z & REGAL RD + PARCEL 4 �� CL REQUE� LY1 PL - WESTERLY o i o� �i � '�, �o x���op p� v�� i�� ��r CENTERLINE DATA 560.36 CG 2865 D ,.4 4. G -- c 12� G7.72 P _._.. 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