Loading...
6656 � L A T � PLANS FOR THE CONSTRUCTION OF STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO STORM DRAIN IMPROVEMENTS IN THE CONSTRUCTION ACTIVITY CONCRETE WASHOUT CITY OF E •CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, ENCINITAS � MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT 360 - -3250 CONCRETE LOCATION. SHEET INDEX AT SIDES AND BOTTOM CONSTRUCTION SITE ACCESS SHEET 1 - TITLE SHEET • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL .. M d SHEET 2 - LONE JACK ROAD STORM DRAIN IMPROVEMENTS SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES. Q �F SHEET 3 -DETAIL OF IMPROVEMENTS CONSTRUCTION VEHICLES WIRE DRAIN TO PIPE 5 VICINITY MAP Z Y • A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR SCALE ^. p �i' CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT 140 MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. wa ,' i 1' -5• r� \ 2.0' EROSION CONTROL UADM 7 .� 6 / • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES 6 co f ESPECIALLY SHALL BE PROTECTED AGAINST \BERM ` 1 n i 36• MIN. SLOTTED DRAM NEENAH EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS \ A / 83599 -A SLOTTED VANE DRAIN EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, / EXISIM PAVEMENT Olt APPROVED EQUAL AND BONDED FIBER MATRIX. GENERAL NOTES ^' ' +°° �' �WI C ASTING • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING ;� /^ . �. , WET WEATHER. i' 04 STIRRUPS • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT , S /� ^ °I • 24' O.C. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. \ PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL I �' W NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. j j 15' SDR - 35 PVC DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE f i \ 560 -3250 CONCRETE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR � � AT SIDES AND BOTTOM • TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE r \ \ NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES l \ f PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD �� ^� ., i / AND BIND THE SOIL. OR NOT SHOWN ON THESE PLANS. PLAN VIEW • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON 1,�2, SLOTTED VANE ACTIVITIES ARE COMPLETE. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE SCALE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. FACILITIES, PRIOR TO THE START OF ANY WORK, WHICH CROSS NEW STORM DRAIN PIPE PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS 4' -„ • TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. ON -SITE CONSTRUCTION MATERIAL STORAGE 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS Nk ELECTRIC COMPANY PRIOR TO 4 4 • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH AR 36• 914 ^"" /4 • 12• AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY COMPANY REPRESENTATIVES. 1 0 , TED �� OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 104 I t I i 15 SDR - 35 STORED ON - SITE. • UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL __ i PVC CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE ti; MARE DR AIN TO PIPE PVC • ELMANATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. SAN DIEGO GAS & ELECTRIC COMPANY. M PIPE TO APT DRAMt PIPE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE. AGGREGATE BASE, rr mm TELEPHONE: (80O) 422 - 4133 SAW 3 3/4 95 T ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND ►' STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORT( {: " - 10/10 WAIF STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 560 -3250 CONCRETE THE PERIMETER AT ALL TIMES. TELEPHONE: (619) 546 -3606 C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK �+� TRAINING NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. SECTION A - A NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN SCALE 1. -2' PAVEMENT • CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS THE PROJECT AREA TELEPHONE: (760) 633 -2709. CUT REOD AT BELL SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION TO ALLOW VANE DRAIN CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK BASE FLANGE CLEARANCE ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES X-6- CONTACT COX CABS TELEVISION COMPANY. - WASTE MANAGEMENT TELEPHONE: (800) 422 -4133 CUT LONGIIUOINAL SLOT TO FIT POSITIONING LUGS • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY _ Y ___ ON BOTTOM OF VANE INSPECTOR. #4- F -- � T�� - i DRAIN CASTING GROUND, CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE 4 GROUND, W HERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC _ PROHIBITED. WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO �� �- . I THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO 560 -3250 • NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO �\ 6 MIN. CONCRETE THIC2cNE55 AT SIDES ST SEEPAGE B DIKES SHALL BE PLACED AROUND D RS REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), CONCIEIE :; AND BOTTOM OF SEWER PIPE TO DIVERT THE NATURAL STORM RUNOFF. PLACED AROUND SHALL ST CHECKED FREQUENTLY AND THE SPECIAL PROVISIONS FOR THIS PROJECT. FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT 9. ALL PRIVATE IMPROVEMENTS O PROVENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL �y' FASTEN CASTING SECURELY TO PIPE WITH MIRE LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE SECTION B -B TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY SCALE 10 THE CONTRACTOR. WR -35 PVC SEWER PIPE • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE 10. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN (SIZE AS REQUIRED) FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED WITHOUT PRIOR RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL APPROVAL OF THE CITY. BLOCKS TO ADJUST PIPE TO GRADE OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS SPILLWAY DETAILS AND ASSURE 6 MIN. CONCRETE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR 11. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED THICKNESS BENEATH PIPE INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY VANE DRAIN DETAILS SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH TRAFFIC CONTROL NOTES RECYCLINGRECEPTAC.ES ARPOUND TH EXPOSED SURFACES. PLACE TRASH CANS AND TO THE CITY OF ENCINITAS. PROD" OF RECORDING. NO SCALE 12. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -O" -WAY SHALL BE CONSTRUCTED, 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, ' PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER ANO SPECIAL PROVISIONS AND CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE PAVING. MAINTENANCE WORK ZONE (1985 EDITION) TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRE - CONSTRUCTION MEETING 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH BASIS OF COORDINATES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL 760 -633 -2770 CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO NAD (19o1'3s ) STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION 3:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS _� _ AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL N 1963143.331' N 1963351.196' STORMWATER POLLUTION CONTROL BMP NOTES OF THE STANDARD SPECIFICATIONS. TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT E 6260364.673' E 6265140.355' RELATIVE TO CONSTRUCTION ACTIVITIES ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. RECORD OF SURVEY 16416 RECORD OF SURVEY 16416 15. THE CCNTRACTOR SHALL MAINTAIN A SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 2.5' DISK STAMPED ENC - 19 LS, 7322 VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID AS- BUILT' 4 ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. 2.5 DISK STAMPED ENC -20 LS. 7322 FOR MORE INFORMATION ON STORMWATER DRAWINGS GS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. FROM THE INTERSECTION OF VAL SERENO OR. POLLUTION CONTROL MEASURES AND 5. PEDESTRIAN FLOW WILL NOT BE DISTURBED UNLESS OTHERWISE SHOWN. MONUMENT IS LOCATED ON THE SOUTHWEST AND CIRCA DE TERRA, 00 NORTHEASTERLY ON REQUIREMENTS PLEASE CONTACT THE 16. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT -O" -WAY WITHOUT CORNER OF A CONCRETE PEDESTAL FOR A FIRE CIRCA DE 71ER .4 MILES TO THE MONUMENT ON ENGINEERING DEPARTMENT, CITY OF APPROVAL BY THE CITY ENGINEER. 6 • TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. H YDRANT CA O T T 90UST SI LY O HO SANTA EAST FT. THE A 1 MONUMEN E S 7TFEET THE ENCINITAS AT (760) 633 -2770 17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO 7. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED EL CAMINO DEL NMM 2.5 FEET EASTERLY OF HEADWALL, 210 WESTERLY OF THE CENTER OF A OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. AN AC. BERM AND 63 FEET WEST OF POWER CUL -DE -SAC, AND 9.5 FEET SOUTH OF THE WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. S. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING POLE NO. P164057 SOUTHERLY CRAB. PROJECT CONSTRUCTION. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. „ ELEV- 1 8.4 PLANS PREPARED UNDER SUPERVISION OF RECOMME ED APPROVED PUSIX IMPROVEMENT PLANS FOR: ELEV: DATUM: NOVI) 29, RECORD OF SURVEY 16416 HORIZONTAL 2.5 DISK STAMPED L.S. 7322 DATE 7_10-200e BY. / B 0 1. STORM DRAIN IMPROVEMENT PLANS 0041 - DI MONUMENT IS LOCATED O4 THE EAST SIDE OF VERTK:AL R.C.E. No. 27517 G RANCHO SANTA FE, 100 FEET SOUTHERLY of THE LOIN E JA C K ROAD MIDDLE OF CAMNO D0. NDItTE RC THE SOUTHWEST ENGINEER ROG� A. FREE CORNER OF A FIRE HYDRANT PEDESTAL EXP. 9/JO/2007 WORK P RO J ECT N0. CM O A DATE: 7 -10 -2006 DATE: 7 -10 -2006 SHEET 1 OF 3 m: � as a ss..• asaa: —s�^ s ^C a:^: �.�. �aa;r, aSCaa; saa ion ME HIM MEN -'s _ — TZ ��e•.�f$r �s� -a 'a��:�ss r �. � • - • • • - _ _ _ �� __=_ _ _:: _ .ems ��__�_� % / / / / / / / / / / / /// ►` __':• m Meg- . "��- � « 3 �•.�`���•�� � , ._: �-' _.�9�a .. .:a: LC. � 1- �ZZ^SSSaz.3�����.L- «- • r - Hi mmg:t , :Ir -- U r • r I � • v w. ` .• r O 7 r 1 O ©o O � r , ,. •. , O /p j~ p //� � I¢��f '��_�._- - - � • � '• � � 1 • 1. `7 7 ����FTMMS AMR • �. a �,�? , � ] 7 • 1 •• r i• 1 1 •. . a s -! 1 i• - r • - r 1 • O -, I ♦ k 1 1 • • r F • -/� .�� MINTO LINT, 7 1 7 . I 71 80 In w w EXI G" WITH 4 in X BURRITO 5 6 'A FLEX R cn DR R 5 10 DR I- PE AIL THIS EET. 5' 0 MEL 7 9 LLJ GRAPHIC SCALE U ) 1 INCH = FT. XISI 3 P CL ATED K E ITO DRAIN 5 6 Q I THIS PI 1� ON L E \il �i PER TAIL TH F ET. REM PORTIO 1 81 1 z EXI G PIPE G G TO STRIE 8 �3 — 9-:f 78 in z I= %Xk - C4 (37 NEW CONSTRUCTION NOTES N 40 Ntaj I—: /t z uj w 15" SDR-35 PVC mzwq Z ee/ J wq M _j — — 4, �— 10. — —�� " — — — — — — — — — — " uj 77 t --f— -_>� _ — I -- y VANE DRAM ON 15 SDR-35 PVC 2 CONCRETE ENCASEMENT BROOKS 2424CE CATCH BASH OR EQUAL NTH 6 PCC BASE w '141 M _T_ LLJ < r Z 4 PLEX PERFORATTED BURRITO DRAIN I A.G. FILTER FABRIC (SEE DETAIL —Z z w SHEET 3) a. q P i � tl cr > C4 LJ — — — — — — — — — 4" FLEX TIGHT PIPE DRAIN + z .0 z z w 4 AC BERM — --------------- - -- - ---- AST. AC REMOVE REPLACE EXISTING FENCE AS NECESSARY > 7 On E EXIST. 27" WATER z ERM ------------ ___uw_ N EXIST. r vo c 5.5' CONCRETE CROSS GUTTER + w f WYl 04 m I �\� 93LLwAyAWAMALL (SPECIAL DETAIL SEE SHEET 1) JOIN EXIST. it ( I ) E DRAIN q7 EXIST. 8 JA DETAILS SHEET I FENCE AC PAVEMENT e 7 77, SEE VANE DRAIN V @ 2 AC PAVEMENT ILS SHEET V t ,r77 y 6 CLASS N AGGREGATE BASE Y RELOCATION OF MAIL BOXES (CONTRACTOR TO COORDINATE NTH AR _7777@ - 7 TEMPOR 47 POST MASWR) F 7 1 7 PERMANENT RELOCATION OF MAIL BOXES GRADING �1 ITION NOTES ­f e ,­ DEMOL 77, 'fe SAWOUT PAVEMENT FaxwE AM DISPOSE OF PAVEMENT e REMOVE AM DISPOSE OF 3! PVC PIPE e - n FOR tn\ - IED EXCAVATION (L V 0 REMOVE UNCLASW SUGGESTED LOCA EXIST. 8 Y MAIL RELOCATION. e ie BOX e f J�) COLD R-W EXISTING PAVEMENT . sx e > OL � NOTE& 1. MAIL BOXES MUST BE KEPT IN SERVICE AT ALL WES DURING CONSTRUCTION. THE MAIL BOXES 94ALL BE MOVED TO A TEMPORARY LOCATION NORTH OF THE NORTHERLY VANE DRAM. CONTRACTOR TO CONTACT THE POST MASTER FOR A TEMPORARY LOCATION. MAIL BOXES f �..,� ", ARE TO BE MOVED TO PERM ANETIT LOCATION AFTER AC PAVEMENT IS 7 CONSTRUCTED. 2. CONCRETE TYPE 'B' SDRSD G-4 ROLLED CURB AND GUTTER SHALL T AlL. TRANSITION TO AC BERM PER DE fi r I f f. i—If i I r - - - --- -- - - --- - - -- - - - — - - - - - - - - - - - - - - - -- - --- - ----- -- — — - — - - - - - - - L .... -GRADE 1 MAX. AGGREGATE 4! FLEXIBLE PERFORATED DRAIN APPROVED FILTER FABRIC (D CURB DATA z NO. DELTAIGEARING RADIUS LENGTH IREMARKS 2 STORM DRAIN DATA 1 N W14'36" W 11.05 4 AC BERM in NO. I DELTA TIRING RADIUS I LENGTH I REMARKS - T W '5015 34 W 14.1 4 AC am 1 IN 29 2i lir w 2.001 15w MR-35 PVC 3 A- 56 10. &M 4 AC BERM 2 IN 16*33'42w E 104.08115 SOR-35 PVC 4 N 54'51 03 w — &731 AC BERM 3 b-11106'37 375-W 72-rA 15 WR-35 PVC 5 Aw89*4O`1 7 3.00' 4. 701 AC KM 4 N 31 3' E I& VANE DRAIN ON 15 SDR-35 PVC N 31.3 0 E 20. 15" SDR-35 PVC W 367 F E Is. VANE DRAIN ON 15" SDR-35 PVC NOTE: 7 N 36-27*24 E 20. 15w SDR-35 PVC AT LEAST 0.5 CUBIC FEET OF 1-INCH MAX" SZE. MEN AGGREGATE SHALL BE PROVIDED PER LINEAR FOOT OF SUBORAIN. BURRITO SUBDRAIN DETAIL NO SCALE F DRAWING NO. I By I WAM By I APPROVALS CITY ENCINITAS ENGINEERING DEPARTMENT REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE P iRwm I tv I vw /I r/ ENC-20 PLANS PREPARED UNDER SUPERVISION OF RECOMME ED APPROVED PUBLIC IMPROVEMENT PLANS FOR: DATUM ELEY: : 11 29, RECORD OF SURVEY 18416 HORIZONTAL DATE- 7-10-20081 ' STORM DRAIN IMPROVEMENT PLANS By. 0 Y., 0041 —DI 2_5" DISK STAMPED L.S. 7322 rumy sow PON zlmz— 4�q MONUMENT IS LOCATED ON THE EAST SIDE OF VERlICAL R.C.E. No 27517 LONEJACK ROAD RANCF40 SANTA FE, 100 FEET SOUTHERLY OF THE ENGINEER ROGER A. FREE 9/30/2007 DATE: 7-IG-2006 DATE: MIDDLE OF CAMINO DEL NORTE, IN THE SOUTHWEST EXP. 1 7-10-2006 WORK PROJECT 140. C M D 08A SHEET 3 nrl CORNER OF A FIRE HYDRANT PEDESTAL