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2000-6291 G (Plans) GRADING GENERAL NOTES FOR GRADING PLAN 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR WASTE MANAGEMENT UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL "STATEMENT OF ENGINEER Off' WORK" GENERAL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD ,OR WASTE PRODUCTS ON THE GROUND WHERE WATER CAN CARRY THEM SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION AND ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL SOILS INVESTIGATION FOR 1749 FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN NOMA LANE, SOT 898, DATED 9/23/98, AND UPDATES SOT 700 U, DATED 7/21/00,AND SOT 1102 U, TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES DATED 11/7/02 PREPARED BY B&B ENGINEERING SHALL BE CONSIDERED AS A PART OF THIS 2• THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO EN IMPROVEMENTS BASED THEREON. THE ENGINEER TO INDEMNIFY AND HOLD HARMLESS THE(CITY OF POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE ENCINITAS AND ITS OFFICERS,AGENTS,AND EMPLOYEE'S FROM PROPERTY DAMAGE OR BODILY GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AVOID RAIN CONTACT WITH ANY TRASH MATERIAL AND SPECIFICATIONS CONTAINED IN SAID REPORT. WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY A D MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN EMPLOYMENT AN ARIS G OUT�OF TH�NORK PERFORMED BY THE ENGINEER. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,WOOD, AND / / OF DRAINAGE FACILITIES NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE INSTALLED. S S A CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS v f APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS ` vfs,, ACCORDANCE WITH STANDARD SPECIFICATIONS.ALL VEGETABLE MATTER AND ft Lie ls+` .�Aq c AAA�. a � � OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT(800) RCE No: 28062 EXP. 3-31-06 �. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS as= � UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AD ALLUVIAL SOILS SHALL BE REMOVED ALTA VISTA ENGINEERING x ;; TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH CALL EDCO AT(760)436-4151 969 VALE TERRACE, SUITE A 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT I Na. 280 OF 6"AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S VISTA, CA 92084 760-758-3955, FAX: 760-758-3359 ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED RESPONSIBILITY TO PLACE, SPREAD,WATER AND COMPACT THE FILL IN STRICT ACCORDANCE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. AND RECYCLING RECEPTACLES AROUND THE SITE. 4 wlrH SPECIFICATIONS. SOILS ENGINEER'S CERTIFICATE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED I, AQ7NuK C. 8EAK0 A REGISTERED CIVIL ENGINEER I `STATE OF CALIFORNIA, DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED SMOOTH SURFACES AND UNIFORM CROSS SECTIONS.THE SLOPES OF EXCAVATIONS AND FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. EMBANKMENTS SHALL BE SHAPED,PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WA� WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE INLETS ON PERVIOUS SURFACES. MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 91/f f S AND /��2�Z 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,WITH MY INCLUDING SHORING,AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE MATTER EXPOSED OR EXCAVATION EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME DI ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. LOOSENED SHALL BE REMOVED AND DI OF. THE TOE AND TOP OF ALL SLOPES SHALL BE GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, CONSTRUCTION SITE. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. HYDROSEED SIGNED: cT � AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL UNSIGHTLY DEBRIS.APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE `n 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEEN TO VERTICAL)OR STEEPER WHEN THEY ARE: R.G.E. NO.: 417 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADE MEETING SHALL BE EROSION CONTROL a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS EXP. DATE: 31 CJCC 2005 /i0El2T SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO �<12/31005 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT SOTO AT B& B ENGINEERING HOME (PHONE NO.). (760)630-1434 24 HRS A DAY EROSION DUE TO THE EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED MATERIAL AS APPROVED BY THE CITY ENGINEER. 1611-A SO. MELROSE DRIVE#285 CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE VISTA, CA 92083 APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER CONCRETE WASHOUT 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL 760-945-3150 SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE FOR THE GROWTH OF THE HYDROSEEDED GROWTH. JOB#SOT 898, SOT 700 U, SOT 1102 U WITH REGARDS TO THE HAULING OPERATION. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO OWNER'S CERTIFICATE WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY,AN AS-GRADED CERTIFICATION CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 6291-G HAS BEEN a. 20 LBS. PER ACRE OF ROSE CLOVER COMPACTION AND STABILITY OF THE SITE. y 4 PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS CONSTRUCTION SITE ACCESS b. 20 LBS. PER ACRE OF ZORRO FESCUE --J � (" "' I -O� (;X, ��C. c SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR c. 3 LBS. PER ACRE OF ENCHOLZIA CALIFORNICA DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA SIGNATURE ROBERT SOTO C6rv,5741VC' Sow DATE: THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) 760-268-%limb 24 HRS A DAY NOTIFICATIONS CORRUGATED STEEL PANELS/PLATES. f. 1/2 LBS. PER ACRE OF DIMORPHOLECA WORK TO BE DONE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.TO THE CONSTRUCTION VEHICLES THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE RESIDENTIAL STRUCTURES. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,THE DESIGN CONSTRUCTION PLANS, HOWEVER: DESIGNATED FOR CONSTRUCTION VEHICLES PARKING,VEHICLE h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING STAND ARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD REFUELING,AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY 1. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO REPAIRS SHALL BE MADE OFFSITE. HYDROSEEDING. ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT EROSION CONTROL CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE WORK TO BE DONE IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT DESCRIPTION STD. DWG. SYMBOL QUANTITY AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS THE DISCRETION OF THE CONTRACTOR. EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, CUT SLOPE b. SEWERS-LEUCADIA COUNTY WATER DISTRICT (760)753-0155 AND BONDED FIBER MATRIX. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 60 C.Y. b. GAS AND ELECTRIC-SAN DIEGO GAS AND ELECTRIC 1(800)422 4133 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED c. WATER-SAN DIEGUITO WATER DISTRICT (760)633-2709 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY FILL SLOPE d. TELEPHONE-PACIFIC BELL 1(800)489-3441 15 C.Y. WET WEATHER. MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. e. CABLE TV-DIMENSION CABLEVISION (760)943-9000 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15 % 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. EXPORT 45C C.Y. 619)633-2770. THE CONSTRUCTION SITE.CONTRACTOR SHALL PROTECT CHANNELS AGAINST BEGINNING ANY WORK ON THIS PROJECT. PHONE: ( EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: ® E , 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 12"SQ. GRATED INLET 4 PHONE: (760)633-2770.ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO a. TRACK WALKING SLOPES STEEPER THAN 6:1. (�( �}--��q�+,� WILL BE SUBJECT TO REJECTION AND REMOVAL. AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. b. RIPPING AREAS THAT WILL NOT BREAKUP USING ITEM "A"ABOVE. FLO-WELL WATER LEACHING SYSTEM SEE DETAIL©SHT 2 % \J 1 DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT SATURATED SEED 6"SCH.40 P.V.C. 100 L.F. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE BED. SEWER CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL b. THE ADDITION OF SOIL AMENDMENTS, ph ADJUSTMENT, LEACHING OR COVERING SALINE 1. THIS GRADING AND EROSION CONTROL PLAN FOR A.P.N. 216-100-32 IS APPROVED PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. EARTHEN BROW DITCH SEE DETAIL ©SHT 2 160 L.F. BY THE LEUCADIA WASTEWATER DISTRICT BASED ON SUPPLEMENTAL SEWER ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. REQUIREMENTS PROVIDED ON DRAWING SEWER- 1, SEWER LATERAL AND PUMP HYDROSEEDED AREAS SHALL BE MAINTAINED PROVIDE A VIGOROUS GROWTH UNTIL THE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE 16' P.C.C. DRIVEWAY APRON R.S.D. G-14 85 S.F. STATION PLAN FOR A.P.N. 216-100-32 EXCAVATION AND GRADING ACTIVITIES ARE COMPLETED. PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. LEGEND RETAINING WALL R.S.D. C-2, C-3 40C S.F. ENVIRONMENTAL DATA PER CITY STD ON-SITE CONSTRUCTION MATERIAL STORAGE 1. STEEPEST EXISTING NATURAL SLOPE ON-SITE= 50 % ITEM SYMBOL STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT RETAINING/STEM WALL SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS 2. MAXIMUM VERTICAL DEPTH OF CUT= 9t PER BLDG PLAN WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL EXISTING CONTOUR: PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. 3. MAXIMUM VERTICAL DEPTH OF FILL= 5 EROSION CONTROL p 7 0) ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES PROPOSED CONTOUR: ENERGY DISSIPATER SEE DETAIL©SHT 2 2.5 C.Y. pJE KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, 4. AVERAGE DEPTH OF CUT= 600 C.Y. x 27 = 2.1 0 LA COSTA NOMA ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE 7714 S.F. w W LN. LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND DAYLIGHT LINE: - �-//� SLOPE PLANTING SEE DETAIL�F & ©SHT 2 20 0 S.F. Q STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED 5. AVERAGE DEPTH OF FILL= 150 C.Y. x 27 = 1,3 W n SITE WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY 3115 S.F. U-1 _ EAICIPIITAS Z q WITH BARRIER AROUND THE PERIMETER AT ALL TIMES. DRAINAGE PATH: > SAND BAGS SEE DETAIL �SHT 2 120 EA. Z > gym O� EARTHWORK: (1% MIN.) (2 LAYERS) �'w� J _ _ G TRAINING N �04� • CONTRACTOR'S EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY CUT = 600 C.Y. PROPERTY LINE: - _ SILT FENCE OR SEE DETAIL �D SHT 2 21 L.F. Q W Q� OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF EROSION CONTROL LL ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE FILL = 150 C.Y. MATS/BLANKETS 0 m BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE DRAINAGE DISSIPATER Q U) 2 PROPERTY OWNER(S)AND THE PRIME CONTRACTOR MUST INFORM V LS it IMPORT/EXPORT= 450 C.Y. CONC. DRAINAGE DISSIPATOR SEE DETAIL NO SHT 2 1201 L.F. W SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN 3 rrmap> pL/aNN1G - BUILDING ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DIST ICT = RESPONSIBILITIES. w N-, ` W VICINITY MAP L ^ NOT TO SCALE^ SITE ADDRESS: 1747 NOMA LANE, ENCINITAS, CA OWNER/PERMITTEE PREPARED BY: "as Nr 28{ LO ROBERT SOTO ALTA VISTA ENGINEERING M SITE LEGAL DESCRIPTION: POR. OF S1/2, SW1/4, 300 CARLSBAD VILLAGE DR. 969 VALE TERRACE DRIVE, STE A I� �) " C � (� G/ 3/R�/'/ m W a0 SW1/4 SEC. 34,T12S, R4W, S.B.M. SUITE 108 A VISTA, CA 92084 e7 tfvlt BY: Y BY: �/ BY: S o 4 BY: �° T CARLSBAD, CA 92008 (760)758-3955 ,h A E E DATE �W.,g 7`na7 ,neayr DATE W Q ti A.P.N. 216-100-32 (760)268- 1156 SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED > p' VISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS " AS BUILT " CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING, NO, z coo Ui I I '/0.0 30 DESCRIPTION: RIM SEWER MANHOLE PLAN AR U R THE SUPERVISION O RECOMMENDED APPROVED: LOT GRADING FOR: ' (M.H. NO. 12) IN NOMA LANE 340' NW OF DATE: W (� 0 LEORA LANE HORIZONTAL I" =20' R.C.E. 28062 BY: BY: BY: DATE GRADING AND EROSION CONTROL PLAN 6291 ! -G _U Lu Lu ELEV. 182.40' DATUM: M.S.L. CE . MA A LANE FOR A.P.N. 216-100-32 (D 0 0 VERTICAL N/A EXP. 3-31-06 DATE: 4/0/ DATE:R/ R.C.E. EXP. . . . I W 0 d SHEET OF 3 A _ 180 7� -180 Sf\S 12" GRASS OR TURF " A CONCENTRATED 00�O° _ LINED OVER 36 FLOW LANDLOKTURF REINFORCCEMENT RESIDENCE Z6> 6 3 o0 170 6>> � -170 f � , USE 4"TO 8"DIA.STONE,2 LAYERS A 6" 6"STAPLE ANCHORS FLUSH WITH GROUND SURFACE L9 QQ` Q 24"O.C. CONCENTRATED - FLOW RE 1511 11� I 160 'S' 1535 2 -160 TYPICAL EARTHEN BERM GRASS/TURF LINED DRAINAGE SWALE SECTION AA 1 PROPOSED @ TOP OF FILL SLOPE N.T.S. @ TOP OF CUT SLOPE N.T.S. ENERGY DISSIPATOR APRON FINISH GRADE NOTES: NOTES: NOTES: N. .S. 1.SOILS TO BE 90%RELATIVE COMPACTION. 1.LAP TURF REINFORCEMENT AT JOINTS 12"AND 1.DIRECT CONCENTRATED FLOW TO CENTER OF �SOp O 2.MAINTAIN 2%MINIMUM FLOW LINE SLOPE. STAPLE ANCHOR Q 12"O.C. APRON. 150 3 S3 p 153- -150 2.MAINTAIN 2%MIN.GRADIENT. 2.DISCHARGE EDGE TO BE LEVEL WITH GROUND. ALTERNATIVE AND SUPPLEMENTAL MEASURES 3.USE LANDLOK TRM 450 TURF REINFORCEMENT MAT. ALTERNATIVE AND SUPPLEMENTAL MEASURES 1 2' 16' MIN. CD 32B CALTRANS-Storm Water Quality Handbooks CD 33A CALTRANS-Storm Water Quality Handbooks VARIES ESC 31 California Storm Water BMP Handbook for Construction ESC 40 Califomia Storm Water BMP Handbook for Construction NATURAL GROUND 2 PROFILE 2 2%- 11 140 -140 1 r 4" P.C.C. BERM O SILT FENCE,STAPLE O %DR BONDED FIBER MATRIX 5"•P.C.C. / 8" D.G. TO WOOD STAKE EXCAVATE 4"x 4" EED MIX TRENCH,LAY SILT �. WOOD STAKE OR SECTION AA SECTION BB FENCE ALONG EDGE LANTING� OF TRENCH AND HORIZ. 1" = 20' COMPACT BACKFILL SCALE 1" = 10' NATURAL GROUND - VERT. 1" = 10' - m PHYSICAL STABILIZATION NOTES: N.T.S. GRAVELBAG DESILTATION BASIN / 1.USE BONDED FIBER MATRIX(BFM) 2.APPLICATION 3500 LBS./ACRE,MIN.2:1 OR FLATTER SLOPES. A.P.N. 216��0-30 /� , / VELOCITY CHECK DAM 4000LBS./ACRE FOR SLOPES STEEPER THAN 2:1. SILT FENCE 3.BFM TO BE APPLIED PRIOR TO RAINFALL. NOTES: N.T.S. NOTES: N.T.S. 4.PROVIDE 100%COVERAGE. ® / 1.USE HEAVY DUTY SILT FENCE. 1.PLACE GRAVELBAGS 2 LAYERS IN HEIGHT WITH ENDS 5.BFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED (� O KqN F co j (/GTj / 2.INSTALL ALONG LEVEL CONTOURS WITH ENDS OVERLAPPING. EROSION CONTROL VEGETATION. A ) ��•�-/ � /' / ANGLED 2'UP SLOPE. 2. FORM TO DIRECT WATERS OVER SPILLWAY. 6.A LETTER FROM HYDROSEED CONTRACTOR CERTIFYINGITHAT �� ,.�• $ LV 1 )�'L• A TN pJN {"� %'� 3.INSPECT AFTER RAINFALLS AND PERFORM SILT 3.PROVIDE 1"GAP BETWEEN GRAVELBAGS AT DISCHARGE THE BFM HAS BEEN INSTALLED IN ACCORDANCE WITH FJ L ,�1 Ai21� �/ REMOVAL AND MAINTENANCE. POINT IN TOP LAYER FOR SPILLWAY. PERSCRIBED APPLICATION RATES AND COVERAGE SHALL BE " N 8 09' 1 W/ �O cN1 T STR O `�� -''�_- 4.TO BE INSTALLED ON NATIVE OR FIRM GROUND. 4. INSPECT AND REMOVE SEDIMENTS PERIODICALLY. SUBMITTED TO INSPECTION FOR APPROVAL. i 7f 7077 '7 G/i 0 fN �f,Q / /(�" - ALTERNATIVE AND SUPPLEMENTAL MEASURES ALTERNATIVE AND SUPPLEMENTAL MEASURES ALTERNATIVE AND SUPPLEMENTAL MEASURES CD 36 CALTRANS-Storm Water Quality Handbooks CD 32B CALTRANS-Storm Water Quality Handbooks CD 26A CALTRANS-Storm Water Quality Handbooks ESC 50 California Storm Water BMP Handbook for Construction CA 31 California Storm Water BMP Handbook for Construction CA 21 California Storm Water BMP Handbook for Construction i, RANT FOP - / 1/ PACE E DO - EC 3 ,/ O � - F5:78' O O O 18" O.C. g„ R•20' SANDBAG DISSIPATION WEIR n > A/ DESILTATION " BASIN 3 EVEL HEADWALL 4000 & � a a 17 " 3 00 B41V 16 5 h f C j 2% 16 SECTION AA a FRONTAL VIEW n. AT.G . J / li d SLOPE PLANTING 6„ EVEL HEADWALL / B / iSLAR 1732 // I/� b 2 ? a .20' A 0- # 3 18" -�4" j C G 1 3 D- S�BFL ERG X67 5 BW 167 � Q N o 50, ""t. �DlsslPArloNEIR 53 5 FF 1 6D- j w �- MIN. 4" 3„ Lt) J 1 0 - FF� 168 1 30 ° m W _ NAT.GR. ,� � OWNER TO HAVE TREE � , co io r l j /' // f �3 : 1 �. F 152 B/ L 15 5 !,/ STABILITY EVALUATION CONSTRUCTION ENTRANCE W y Q / //� a W SLOPE PLANTING CID 1 / / � ' �' 140 1 5TE ,NVALL �° N W o PRIOR TO GRADING NOTES: N.T.S. RIP RAP FROM / :` 153 / S,1 .5 / 1174- , 1.USE 1 1/2"CRUSHED ROCK 6"MINIMUM THICKNESS. NOTES: N.T.S. DRAINPIPE r / / A s. IC1f (� DISTRIBUTION 5 1 ,,, , �' �' r 1� F 1 a5 `O a D , ' v �/ 2.SLOPE BED A DRAIN AT 2%MINIMUM TO SANDBAG C 1.PLANTING SHALL COMMENCE ID SOON AS SLOPES ARE ENERGY TRENCH #3 REBAR 14 t y/ � ° ' �V�6,1fi9,,- I�, � (� DESILTATION BASIN. COMPLETED AND SHOULD PROVIDE 100%COVERAGE. DISSIPATER SECTION VIEW � 3.PROVIDE WATER SOURCE TO WASH WHEELS IF (SEE SLOPE PLANTING NOTE) V 41AS t A i NECESSARY. 2.A LETTER OF CERTIFICATION FROM INSTALLER SHALL BE CONCRETE DRAINAGE DISSIPATER J JJ / l 1' . �O 1! / /' °FL° 66:�, - ' 6 PROVIDED / / jJ i / / FS 28 J '�S l i I l I `T $ °1 -�- �' 3' Q ALTERNATIVE AND SUPPLEMENTAL MEASURES ALTERNATIVE AND SUPPLEMENTAL MEASURES NOTES: N. .S. �, 150 `VE ° /7' ty 1.MAINTAIN LEVEL HEADWALL CONSTRUCT ALONG CONTOUR. CD 29A CALTRANS-Storm Water Quali Handbooks CD 24B CALTRANS-Storm Water Quality Handbooks co CA 24 California Storm Water BMP Handbook for Construction ESC 10 California Storm Water BMP Handbook for Construction 2.RETURN ENDS INTO SLOPE. { , t l 3. REMOVE SEDIMENTS FROM DISTRIBUTION TRENCH PERIODI ALLY. N // �� I �� / SU F O R B 171'D �5 �1 1 86 N SLA / J 1 I �J, %l RGl% D / R '1Z I a. �o /rl SU$FLO( R FF 155 5 /' PLAN F 155 2 4"DIA.GRATED INLET OVERFLOW LINE 4"DIA.SDR 35 TOPSOIL DRAINLINETO - �,�R ���CISTING FENCE w�rT-.�zoz �r>� �o .t3� ° + ° �"i'\ STREET2/°MIN. NDS"FLO-WELL" / NO/O ING . /\ ! / 1 ?Oo �1$ ° Q 7 T BE REMOVED ��� i�rF� LV/7HOI/T �9 - - - _ - FWAS24 / O O 4"DIA.SDR 35 DRAINLINE i � �• If � � � ® I� � 'NOJGRA /NG / � � % �� �� °` - S. � ,.,�;-_- ...-=�- FROM DRAIN INLETS 2% r 0 000 CONTINUOUS FILTER FABRIC �,�� _ �..� -��- , �, FOR WORK IN THE PUBLIC RIGHT - OF - WAY, 0 0 o wrtAPALLSIOesoFFLO-WELL 55 0 _ _ - - / 71.68' J L 182 4- 0 0 0 0 7.5'DIA.SAND - _.T. -�- / ( PUBLIC WORKS ENCROACHMENT PERMIT REQUIRED O 88°/32' 4�1'� E 240, 6' // / { / ,( / / ) 3 r O O O O BACKFILL / 3 182 - KNOCKOUT 1 / / 1 l / 182 q �� � 000 PERFORATIONS SEWER LATERAL 4 QO� o 0 CID �� �� 1 Q/ Jl �+ l W./ PUMP SY TEM r ( ti��� � 182 - `Z� t �`O � 0 0 0 0 � % ►"P"N,. 216 100, 20 r ( S E EET 1 HP 182 3 r C1 FLO-WELL EXTENSION N / SFI l I ! l �l� f / /P.C.�DRIVE SAY I Fp� 0 0 0 0 Fwsas3 / r l l l l f r / / PERJR.S.d. G- 4 �s /j _ QQ' ,0'9 lG ti N I- J QR2 - / NATIVE SOIL Q c o tG QUA �� `� \\ I II II II II I II II II II II II 111 II II II II ¢ w GRAPHIC SCALE RIGHT OF WAY `'�Fti - -ITI-1 1=i Q r PER R&S 1652 ze' 20' 0' 10' 20' 40' 80' NiA�°fia �' r1 w N.T.S. = U 3. 2 © WATER LEACHING CONTAINER U LO ( IN FEET) t W 0) J � W 1 inch = 20 feet Cpd1� "4 / m F- m %' Q LO . e� RE IONS APE ROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS " AS BUILT " CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWINGI NO. z CD /C Q )1 0• �( $D p DESCRIPTION: RIM SEWER MANHOLE PLANS�PR�P ND HE SUPERVISION RECOMMENDED APPROVED: LOT GRADING FOR: CD � ' (M.H. NO. 12) IN NOMA LANE 340' NW OF C DATE: W Z LEORA LANE HORIZONTAL I" =20' ; R.C.E. 28062 BY: BY: BY: GRADING AND EROSION CONTROL PLAN 6291 '-G z w w Io, ELEV. 182.40' DATUM: M.S.L. R NE � DATE FOR A.P.N. 216-100-32 9 0 0 VERTICAL N/A EXP. 3-31-06 DATE: /Q�oL� DATE: R.C.E. EXP. SHEET 2 F 3 Z 0 2 wQa P/L 190 - — --- 19 NEW AIR VALVE CIO 180 18 172'-6"F.F. 170 —I 17� _ f ±173'-6" -�_ START OF NEW 4"0 SEWER EXISTING SEWER LATERAL 160 _ LATERAL LOCATED IN PUBLIC 16 RIGHT OF WAY OF NOMA LANE, 155'-6"F.F. GRAVITY FLOW,5% MIN. C/O _ -tA m. 150 _ _ — 150 NEW 2"0 SEWER LATERAL EXISTING GRADE 36"0 x 72"D SEWER TANK AND PUMP STATION 140 I 140 PROFILE 10, ol 5' °' z°' 4 0' SCALE : 1" = 10' SEWER NOTES: - 1. THIS DRAWING"SEWER-1"IS SUPPLEMENTAL TO THE CITY OF ENCINITAS GRADING AND ERROSION [\ CONTROL PLAN FOR A.P.N. 216-100-32, DRAWING NO.6291-G. _ _ —_ N 8 0-09, A�V 2. ALL DESIGN, MATERIALS,AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS I - /►1 FOR PUBLIC WORKS CONSTRUCTION(GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER STANDARDS GOVERN. 3. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF 180 FINAL ACCEPTANCE BY LWD(LEUCADIA WASTEWATER DISTRICT)AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 4. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND I p SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 5. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF o i THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF,ANY UNDERGROUND UTILITY,PIPE,OR 7 STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. I c0 N 6. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR CA) TO CONSTRUCTION. L0 I 171 C7 io 7. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, (541 OR AS APPROVED BY THE DISTRICT ENGINEER. < 16$ v r M 8. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. ?y OO 9. A 10 GAUGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL.THE WIRE SHALL EXTEND Z UP TO A 2"COPPER TAG TIED AND SOLDERED TO THE WIRE.THE TAG OVER THE SEWER MAIN SHALL co TERMINATED 6"ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING.THE TAG OVER Q N I 1� �i �l N THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL ° —{ THEREAFTER BE BURIED AT THE POINT OF CONNECTION. Z Q I Z ^. Z 10. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED,AND TELEVISED AT I - v 4"0 UP ER L VEL LDG RAIN PL MBIN � (L THE APPLICANT/CONTRACTOR'S EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. I GRA TY F W TO SEW PUMP 2% MI AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. , Dc 11. THE PRIVATE SEWER FACILITY LOCATED AT THIS SITE IS THE SOLE RESPONSIBILITY OF THE OWNER AND 4"RAVI V FLO R LEV BLD DRAT PLU LNG 5� / �� \ �� THE LEUCADIA WASTEWATER DISTRICT IS NOT RESPONSIBLE FOR MAINTENANCE OR REPAIR OT THIS W O SE ER P P,2 MIN. w 16 \ ,O FACILITY.THE OWNER MUST OBTAIN THE WRITTEN APPROVAL OF THE CITY OF ENCINITAS BUILDING $ r DEPARTMENT FOR THE ON-SITE PRIVATE SEWER PUMPING STATION PRIOR TO THE APPROVAL OF THE I 36"0 72"D S WER ANK ND 7ol\ 7� PLANS BY THE LEUCADIA WASTEWATER DISTRICT ENGINEER. PUM STAT N, L ATE IN.5' SL L �' I Y 1$ \ 12. PROVIDE PUMP DISCHARGE CHECK VALVE(S)FOR BACKF AW FR BUI LNG LOW PREVENTION. 13. PROVIDE EASILY ACCESSIBLE AND LABELED SEPARATE SHUT-OFF VALVE ON THE PUMP DISCHARGE N W CL AN OU (C/O N W CLE N OUT PIPING. 880 32' 4 E 240 6' - - - - - 71.68' s` LWD MH#04-1280 EW 2" SEWE LATE L NEW R VAL D NE 4"0 SE R LA ERA SEWER PUMP A N D TANK DATA: o LO ATED I PUBLI RIG ti \ 1821 \ .P. 216 �00 20 O WAY O NOMA NE SUMP PUMP MODEL: *GOULDS PUMPS"MODEL 3886-WS1012B RATING: 1 HP-80 GPM-26 TDH EW CLE N OUT �\ \ DISCHARGE: 2"0 SCHEDULE 80 PVC I \ / LWD MH 1270 \- TANK: "TOP INDUSTRIES"36"0 x 72"DEEP FIBERGLASS EXISTI G LW SEWER CIO 0 ELECTRICAL REQUIREMENTS: O co PUMP IS SINGLE PHASE,60 Hz, 12 AMP O EACH PUMP REQUIRES 110 AMPS THE CONTROLLER REQUIRES 110 AMPS LWD APPROVALS PRIVATE SEWER AGREEMENT NOTE: SEWER LATERAL PLAN 2°' I 2°' 4°' g°' RECOMMENDED APPROVED: THE PRIVATE SEWER AGREEMENT FOR 1747 NOMA LANE HAS BEEN RECORDED PER DOCUMENT NO. SCALE : 11" = ZO' BY: 7 Gr/ �tSY: 2003-1496086 ON DECEMBER 22,2003. IPCF !i oy DATE: I ZI0y DATE: / / G REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NED v DRAWN BY APPROVALS " AS BUILT " LEUCADIA WASTEWATER DISTRICT DRAWL G No. PLAN CHECK CORRECTIONS 12.15.03 DESCRIPTION: RIM SEWER MANHOLE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED: RAN CH K CORRECTIONS 01.09.04 LEORA LANE IN NOMA LANE 340' NW OF HORIZONTAL 1"=zo' DATE: I,�,fl.n ado ey BY: BY: BY: SEWER LATERAL AND PUMP STATION PLAN SEWER 1 ELEV. 182.40' DATUM: M.S.L. VERTICAL NIA DATE: 416/ 4 DATE: R.C.E. EXP DATE FOR A.P.N. 216-100-32 SHEET 3 OF 3