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<br /> N.E. 1/4, S.E. �/4, SECTtON 18, TC�II�NSHfP 28 NORTH, RANGE 5 EAST, W.M.
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<br /> T.E.S.C. GENERAL NOTES WATER QUALITY STAN�I�RD o °;
<br /> THE NOTES AND DETAILS PROVIDED ON 11�iIS SHEET ILLUSTRATE SOME OF THE MOST COMMON 'fEMPORARY EROSIONJSILTATION CONTROL BEST MANAGEMENT STORMWA7ER RELEASED FROM THIS CONSTRUCTI4N SITE TO OFF-SITE DRAINAGE CHANNELS SHALL NOT BE PERMITTED TO TRANSPORT SEDIMENT LOADINGS U �
<br /> PRACTICES (BMPs). ALTHQUGH SOME MEASURES SHOWN HERE MAY NOT BE SPECIFlED IN THE T.E.S.C. PLAN FQR THIS PROJECT, THE DETAILS ARE PROVIDED EXCEEDING 5 NTUs ABOVE BACKGROUND LEVELS. � �
<br /> FOR FUTURE REFERENCE SHOULD SITE CONDITIONS f�EQUIRE ADDITIONAL MEASURES BEYOND THOSE SPECIFIED. APPROPRIATE RESPONSES TO UNANTICIPATED � �
<br /> SITE CQNDI11�N5 MAY INCLUDE, BUT ARE NOT UMITED TQ, THE FOLLOWING ADDITIONAL BMPs: � ?
<br /> •STRAW MULCH •JUTE OR SYNTHETIC MATTING, EITHER GENERIG OR PROPRIETARY •TEMPORARY DITCHES, SWALES, DIKES OR BASINS � �
<br /> •MULCH, BF�USH OR GRAVEL FILTER BERMS •ANCHORED PLA5TIG SHEETING •SLQPE SCARIFICATION OR TERRACING
<br /> •TIRE WASH STATION5 •SODDING •ROCK CHECK DAMS •DUST C4NIROL � �
<br /> SUGH MEASURES SHALL BE SELECTED BY THE CONTRACTdR IN CONSULTATION WITH THE CITY INSPECTOR AND THE CESCL, AND SHALL � m
<br /> BE INSTALLED PER MANUFACTURER'S SPECIFlCATIONS, ENGINEER'S DESIGN OR STANDARD CONSTRUCTION INDUS7RY PRACTICE AS TNE CONTRACTOR RESPONSIBILITY FOR v �
<br /> s i T u a n o N �i c T A�s. ERQS101t1/SILTATfON COIdTR�L a :
<br /> � EECONSTRUCTEDEPRIORNTO ANY GRAD NG OR LAND CLEARING WHALL �'' IT�SHALL BE APPUED AT� A M N11�1UMRTFIIC NEISS OF TWO INCMES�UIRED,
<br /> ACCOROANCE YVITH 11-IE APPROVED TEMPORARY IT IS THE INTENT OF THIS TEMPORARY EROSION AND SILTATIQN CQNTROL PLAN CONTROWNG EROSION AND SILTATION, THE CONTRACTQR SHALL IMMEDIATELY RE VI S I O N S
<br /> EROSIONfSEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE 7. ANY AREA NEEDING T.E.S.C_ MEASURES, NOT REQUIRING IMMEDIATE THAT STORM WATER RUNOFF BE CON7ROLLED AT ALL TIMES TQ PREVENT SOIL REF'ORT TO AND CONSULT WITH THE C.E.S.C,L. TO FINp AN APPRO�'RIATE
<br /> SHALL 8E ADDRESSED ipITHIN FlFTEEN (15) DAYS. EROSION AND TO MAINTAIN WATER QUAUTY. ANY AND ALL MEASURES REMEDY. ALL CONSTRUCTION ACTIVIl1ES WITH THE EXCEPTION OF ERdSION
<br /> SATISFACTORILY MAINTAINED UNT1L CONSTRUCTIQN AND LANDSCAPING IS ATTENTION, , '
<br /> COMPLETED AND THE PQTEIVTiAL FOR QN-SITE EROSION HAS PASSED. NECESSARY TO DO SO SHALL BE EMPLOYED BY THE CONIRACTOR. AND SILTATION CONTROL MEASURES, SHALL CEASE UNT1L SUCH T1ME AS THE
<br /> 8. THE T.E.S.C. FACILITIES ON INACTIVE SITES SHALL BE INSPEClED AND WATER QUAUN IS BROUGHT INTO GOMPLIANCE WITH D.4�E� AND CIN OF Q
<br /> 2. NONCOMPUANCE WITH THE EROSION CONTROL REQUIREIuIENTS, WATER MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS 1. REG!►RDLESS �F SITE. WEAT1iER, SOIL OR OTHER CONDITIONS. 7HE EVERETT REQUIREMENTS. � o
<br /> QUALITY REQUIREMENTS, ANO/OR CLEARING LIMITS MAY RESULT IN FOLLOWING A STORM EVENT. CON'TRACTOR SHALL � FULLY RESPONSIBLE FOR ENSURING THAT ER�ION �
<br /> REVOCATION OF PROJECT RERMITS OR PLaN APPROVAL, FlNES AND QOE� NOT OCCUR ON TME SIlE AND THAT PtXJ.UTEO OR SILT-LADEN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WEATHER � �
<br /> BOND FORECLOSURES. 9. ALL TEMPORARY ERQSION AND 5EDIMENT CONTROL MEASURES SHALL RUNOFF DOES NQT LEA1tE 1tiE S1TE OR ENTER INTO ANY CREEIC. STREAM, �' �''
<br /> FORECASTS AND ANTICIPATING STORM ACTIVITY ANO SHALL SCHEDULE ALL
<br /> BE REM4VED WITHIN 30 DAYS AFTER FINAL SITE STA6IUZATION IS � a \ I `�
<br /> _ 3. THE T.E.S.G FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM ACHIEVEQ OR AFTER THE TEMPORARY BMPs ARE NO LONGER NEEDED. MIETLANb OR WATER BODY ON t�R OFF TME SIlE. PROJECT ACTIVITIES IN ANTICIPATION OF THE WEATHER. �, W � � \
<br /> REQUIREMENTS FOR ANTICIPATED SITE CONDITI�NS. THE CONTRACTOR TRAPPED SEDIMENT SHALL BE REMI�YED OR STABILIZED ON SIlE. A � � r' Z
<br /> SHALL BE RESPONSIBLE FOR PROVIDING IMPROVED OR MODIFlEQ DISTURBED SOIL AREAS RESULTING FROM REMOYAL SHALL BE 2. BEYOND THE MINIMUM REQUIREMENTS SHOWN ON THIS PLAN, THE 5. ALL SUPPLIES AND MATERIALS NECESSARY FOR IMPLEMENTING BMPs SHALL y; �;
<br /> FACIUTIES AS NEGESSARY TO MAINTAIN RUNOFF WATER QUALITY PERMANENTLY STABILIZED. CONTRACTOR SHALL BE RE5PONSIBLE FOR SELEC�ING AND IMPLEMENTING BE STORED ON SITE AND SHALL BE IMMEDIATELY AYAILABLE FOR USE. R� pa � �
<br /> DURING AND AFTER SIGNIFlCANT STORM EVENTS AND TO AODRESS THE APPROPRIATE METHOD5, BEST MANAGEMENT PRACTICES (BMPs), FOR SUCH SUPPUES AND MATERIALS SHALL INCLUDE, BUT NOT 8E UMITED T0. W
<br /> ACTUAL SITE AND SOILS CONDITIONS ENCOUNTERED. 10. CONTRACTOR SHALL USE INDUSTRY BEST MANAGEMENT PRACTICES STORM WATER TREATMENT AND CONTROL THAT MEET THE REQUIREMENTS OF STRAW BALES OR OTHER MULCHING MATERIAL, SILT FENCING AND STAKES,
<br /> TO PREVENT PETROLEUM PRODUCTS, FERTILIZERS, CONCRETE BOTH 11iE WASHINGTON STATE DEPAR?MENT OF ECOLOGY AND CITY OF FlLTER FABRIC, ETC. Q � Q O �
<br /> 4. CONIRACTOR SHALL MAINTAIN ON SITE AT ALL 11MES SUFFlCIENT BY-PRODUCT� AND QThiER POLLUTANTS FROM ENTERING OFF-SITE EVERETT.
<br /> f3UAN T ITIES O F E R O S I O N C O N T R O L M A T E R I A L S T O C O V E R A L L E X P�S E D �R A I N A G E C O U R S E S. S L A S H P I L E S A N D O T H E R S O L I D W A S T E SMA LL BE 6. DURING AND AFTER RUNOFF PRODUCING STORM EVENTS, THE CONTRAGTOR
<br /> SOIL IN THE EVENT OF UNANIICIPATED WEATHER CONDITIONS. DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL 3. THE CONIRACTOR SHALL REPORT ALL WA1ER QUALITY CONCERNS AND SHaLL MONITOR ALL EROSIQN CONTROL MEASURES AND SHALL PRIQRIl1ZE
<br /> CONTRACTOR MAY CONSIQER PHASING GRADING ON LARGE SITES TO REGULAl10NS. ACTIVITIES TO 11iE CER7IFlED EROSION AND SEDIMENT CONTROL LEAD IMPLEMENTATION AND MAINTENANCE flF EROSION AND SILTA110N CONTROL o `
<br /> MINIMIZE BARE SOIL EXPOSURE. 1S, WASTEWATER FROM PROJECT ACTIVITIES AND DE-WATERING SMALL BE (C.E.S.C.L.) AN� TO CITY OF EYERETT. IN THE EVENT THAT THE INSTALLED MEASURES ABQVE ALL OTHERS.
<br /> 5. THE IMPLEMENTATION OF THESE TESG PLANS AND THE CONSTRUCTION, ROUTED TO AN UPLAND AREA FOR REMOVAL OF FlNE SEDIMENTS ANO WATER QUALITY CONTROL MEASURES ARE INEFFECIIVE AT W W
<br /> MAINTENANCE, REPLACEMENT, ANO UPGRADING QF THESE T.E.S.C. OTHER CQNTAMINANTS. dNLY CLEAN, UNPOLLUTED WATER SHALL LEAYE U F-.
<br /> FACIUIIES IS THE RESPONSIBIUTY OF THE APPLICRNT/CONTRACT�R THE SITE. � �
<br /> UNT1L ALL CONSTRUCTION IS APPROVED. ANY AREA STRIPPED OF
<br /> VEGETATION WITH EXPOSED SOILS, INCLUDiNG ROADWAY EMBANKMENTS, 12. 't1�1E CONTRACTOR SHALL KEER OFF-SITE STREETS CLEAN AT ALL TIh�ES
<br /> THAT W1LL NOT BE DISTURBEQ FOR TWO DAYS (OCTOBER 1 TO MARCH BY SWEEPING. WASHING OF TFiESE STREETS WILL NOT BE ALL�V�ED � � sv
<br /> 31) OR SEVEN QAYS (APRIL 1 TO SEPTEMBER 30) SHALL BE WITHOUT PRIOR CITY OF EVERETT APPROVAL. W � N
<br /> IMMEDIATELY STABILIZED WITH APPROVED T.E.S.C. METHODS (E.G. � � oNp n
<br /> SEEDING, MULCHING. NETTING� EROSION BLANKETS, PLASTIC COVERING
<br /> ETC.). SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. � � ,¢ r � �
<br /> SEDIMENT TRAPPING 3" M X. NOTE: "� }` �' � �''� °a Z
<br /> AREA (TYP) 1. INSTALL WATTLES SNUGLY INTO THE TRENCH. ABUT ADJACENT � � O � � � a
<br /> WATTLES TIGHTLY, END TO END. WI'f}iOUT OVERLAPPING THE � oo � �" "3 `. z
<br /> STAKE3 4�" W40DEN ENDS. � Z o e � � �
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<br /> ����r�:`����j� (SEE NOTE 3) 2. LIVE STAKES MAY BE USED FOR PERMANENT INSTALLATIONS. �i t-t � �.� u4., p � .
<br /> „ � /��j/� 3, PILOT HOLES MAY BE DRIYEN THROUGH THE WATTLE AND INTQ � V �
<br /> SEEDING NOTES 3 -5 //�� THE SOIL, WHEN SOIL CONDITION5 REQUIRE. � � � �
<br /> 1. ALL DISTURBED AREAS SUCH AS DETENTION FACILITIES, ROADWAY � p W � x
<br /> BACKSLOPES, ETC. SHALL BE SEEDED WITH A PERENNIAL GROUND RLANTINGS FOR SPECIALIZED RREAS SUCH A5 BIOFlLTRAl10N Sp1ALES, 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY •., �„ � 0,� a
<br /> COVER GRASS Tfl MINIMIZE ERQSION. GRASS SEEDING 1�1LL B E DONE D E T E N 1 1 0 N/I N Fl L I R A T I O N P O N D S, M V E T L A N Q/B U F F E R R E S T O R A T I O N AFTER A RUNOFF PRODUCING RAINFALL, TO ENSURE THEY � [,� � � �
<br /> U S I N G A N A P P R O V E D HYDF�OSEEDER OR AS OTHERWISE APPROVED BY AREAS, ETC. WATTLE TRENC H z S OMAIN 11i0R0UGHLY ENTRENCHED AND IN CONTACT WITH THE h � � � Q
<br /> THE CITY OF EYERETT {ONSITE) OR WSDOT (WITHIN WSDQT ROW). �, ,qLL AREAS TO BE SEEQEO SHALL BE CULTIVATED TO THE �o W � a � o
<br /> 2. E F F E C 1 1 V E S E E O I N G I S B E S T A C C O M P L I S H E D Q U R I N G T H E M O N T H S O F S A T 1 S F A C T 1 0 N F A C T I Q N O F T W E C I T Y I N S P E C T O R. T H I S t�I A Y B E R w 5. P E R F O R M M A I N T E N A N C E O N E R O S I O N C O N T R O L D E V I C E S A S � T g
<br /> APRIL, MAY, JUNE AND SEPTEMBER. SEEDING DURING JULY AND ACCOMPLISHED BY QISCING, RAKING, HARRO�ING OR O111ER oo� R E QU I R E D TO MAINTAIN PROPER FUNCTIONAUTY. REFER TO � � 1y,' z
<br /> AUGUST MAY REQUIRE SUBSTANTIAL IRRIGATION. SEE WIPITER GRADING ACCEPTABLE MEANS. PERFORM ALL CULTURAL OPERATIONS ACROSS OR � WSD4T M41-10 STANDARD SPECIFICATIONS 8-01.3(15}. Q Z W � �
<br /> NOTE ABOVE. AT RIGHT ANGLES TO THE SLOPE. IF NECESSARY, SURFACE RUNOFF
<br /> CONTROL MEASlJRES SUCH AS GRADIENT TERRACES. INTERCEPTOR ��i s ~ �S ¢
<br /> 3. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABUSHED NISTAL EDL PRIOR�TO SEED NG.RS, AND SEDIMENT BASINS SHALL BE VVATTLE DETAIL A � � o
<br /> ' GROUND COVER THAT FULFlLLS THE REQUIREMENTS OF THE APPROVED NOT Tt� SCALE �1 W Q c"�,
<br /> CONSTRUCTION PLANS AND THE CITY OF EVERETT, 6. FER�ILIZER SHALL 8E APPLIED AT 40Q# PER ACRE OF 10-20-20 (10 �h Z W � _
<br /> 4. IMMEQIATELY FOLLOWING FlNISH GRADING, PERMANENT VEGETATION POUNDS PER 110d SQUARE FEET) OR EQUIVALENT. DEVELOPMENTS � c� o
<br /> (CONSISTING OF RAPID, PERSISTENT AND LEGUME) WILL BE APPLIED ADJACENT TO VdATER BOQIES SIIALL USE N01�-PHOSPMORUS
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<br /> (MINIMUM 80� PER ACRE). EXCEPT AS NOTED IN PLANS, THIS SHALL FERTILIZER.
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<br /> IrJCLUDE THE FOLL�WING MIX OF SEEDS: 20� ANNUAL, PERENNIAL OR
<br /> HYBRID RYE GRASS. 40� CREEPING RED FESCUE, 40% WHITE CLOVER. 7• CONTRACTOR SHALL t�ONITOR GERMiNAT1�N AND GRaWTH UN71L � W �
<br /> PLANS MAY SPECIFY DIFFERENT
<br /> G R O U N D C O V E R I 5 U N t F O R M L Y E S T A B L I S M E D. T H I N A R E A S S H f l L L B E > '`�-
<br /> RESEEDED OR OVERSEEDED AS NECESSARY. 6' CHAIN LINK FENCE FOR V �
<br /> WALLS OVER 30" HIGH
<br /> 8" MIN. �OW PERMEABILITY SOIL
<br /> BLOCK 4" CAP UNIT �_____--� ;
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<br /> SITE GRADING NOTES � BLOCK STANDARD UNIT j
<br /> 'w `RETAINED SOIL "° " 3izs�
<br /> 1. ALL GRAOING SHALL COMPLY WITH CHAPTER A33 OF THE UNIFORM BUILDING = 1 '� ,p o �
<br /> CODE (CURRENT EbITION). �$ �
<br /> Z ("� `t'�S�'GIST ���
<br /> FtNISHED GRADE IONat,
<br /> 7. PUBLIC STREETS ARE T4 BE KEPT CLEAR OF DIRT ANQ DEBRI5 DURING N � UNIT CORE FlLL
<br /> ExCAVATION AND FILL OPERaTI0N5.
<br /> Q {3/4" CRUSHED /�, �� ��
<br /> 3. THE SITE SOILS ARE GENERALLY CONSIDERED MOISTURE SENSITIVE AND AS ROCK OR STONE) �Y
<br /> SUCH ARE SUSCEPTIBLE TO DtSTURBANCE BY CON5TRUCTION EQUIPMENT, W/FILTER FABRIC
<br /> PARTICULRRLY DURING PERIODS OF 11VET WEATHER. THE GRADING CONTRACTOR
<br /> SHALL TAKE ALL PRECAUT10N5 TO UMIT SURFACE �IS'NR6ANCE AND PROTECT
<br /> THE SITE GRADING AREA FROM EXCES5IVE RUNOFF ERO510N. PERFORATEQ DRAIN PIPE
<br /> CRUSHEO STONE LEVELING PAD DRAIN TO FOOIING DRAINS
<br /> 4. AREAS TO RECEIVE FlLL SHALL BE CLEARED OF ALL VEGETATION AND (UBC)
<br /> DELETERIOUS MATTER. �
<br /> 5. AREAS TO IrECEIVE FILL SHALL BE PROOFROLLEO. ALL LOOSE AND 50FT r� � �
<br /> AREAS 5HALL BE REM0IIED ANQ REPLRCED WITH STRUCTURAL FILL. TYPICAL BLOCK WALL SECTION � V � � .
<br /> 6. ALL FILL MATERIALS USED SHALL gE FREE OF VEGETATION AND STANDARD UNIT - 1" MINIMUM SETBACK � �
<br /> DELETERIOUS MATTER AND SHALL NOT CONTAIN ROCKS GREATER THAN SIX Z � � Q
<br /> WCHES IN DIAMETER. ALLAN BLOCK, KEYSTONE WALL, LOCK-BLOCK OR OTHER � � � �
<br /> APPROVED SOURCE BUILT TO MANUFACTURERS SPECIFICATIONS ---- --------- ---
<br /> 7. STRUCTURAL FILLS SHALL BE PLRCED IN EIGHT TO 10 INCH THICK LOO5E P���� �,p��� /��,�� a, � � W
<br /> HQRIZONTAL UFTS ANp SPREAD UNIFORMLY. WALL 6' OR HIGHER MUST BE DESIGNED BY A GEOTECH ENGINEER � �:1��,.$ Z � � � �
<br /> a. aFTER EACH uFT Ha5 BEErv sPREAD EVENLY, IT SHALL BE COMPACTEO TO �
<br /> A MINIMUM �F 95% r � � '� �
<br /> OF MAXIMUM DENSiTY dETERMINED IN ACCORDANCE Q �
<br /> WITH ASTM Dt557 (MODIFIED PROCT�R). Pl1B SERVI.., S ,_w J �
<br /> ��,;•.�t� .
<br /> ' Pu�3�(G tyORKS � J � c�
<br /> 9. THE SURFACE OF ALL SLOPES 5HALL SE COMFACTED. THIS MAY BE BLOCK WALL SOlL REiNFORCEMENT CHART �R�� ��Zai�::�:�aE ���'AR;;viENT � � � � � d
<br /> ACCQMPLI5HED BY bVEE2-BUILDING THE SLOPES, THEN CUTTING BACK TO a Pu�uc wat s f�� �M1�il tiS REQts�REDPRIOR Y
<br /> FINAL GRAqES. OR BY RUNNING THE COMPACTOR OVEf2 THE SLOPE AS EACH = �
<br /> TG S�S�r T�'� , 4tvf ;`�N5TRUt7lJh :.�N THFS � �
<br /> FILL LIFT IS BEING PLACED. ALL SL(3PES SHALL BE COMPACTECI BY THE CLAY SOIL SANDY 501L Ct1rY GINEER r ��� �- � Q �
<br /> ENQ QF EACH WORK DAY.
<br /> PRGJECT. APr, v„� R TNiS . nr1ECT IS ii_i
<br /> WALL HEIGHT CONQITIQNHL ��: �uq�3� • 'ANDARDS �- � � � //� Y
<br /> N0. OF NO 4F ANU EXPfRES "� `r l' _�cS5 AERMIT Y/ J
<br /> 10. FIELD DENSIN TESTS (IF REQUIREp} WILL BE MADE BY A QUAUFIED SOILS WIDTH (W) WIDTH � Q '
<br /> ENGMEERING FIRM. OEN51TY TESTS SHALL 8E TAKEN AT OR JUST BELOW THE LAYERS LAYERS FOR CONSTRUCTION HAS BEEN ISSUED �
<br /> SURFACE AT THE FREQUENCY AND LOCATIONS DETERMINED BY THE SOII.S 3ft t�gm} p Q Q � 'Z � W �
<br /> ENGINEERING FIRM. WHEN THE TESTS INDICATE THAT THE dENSITY OF ANY Q � �'
<br /> LAYER dF FlLL OR POFlTION THERE�F IS BELOW THE SPECIFIED I�ENSITY, THE N.A.V.D. 88 � O
<br /> PARTICULAR SEGTIQN SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS 4ft (1.2m) 2 3 ft 0 p �DATUM N.A.V.D. 88-3.60' = N.G.V.D. 29 V � �
<br /> BEEN OBTAINEd. ALL TEST RESULTS SHALL BE TRANSMITTEO TO THE CITY OF 5ft 91.5m ORIGINAL SNOHOMISH COUNTY POINT ID 1911, pQINT NAME IS313fi, 2" � �r �
<br /> EVERETT BUILOING DEPARTMENT. ) 3 3 ft d 0 IRON PIPE W/ BRASS DISK W/�ACK. DOWN 1.10 IN CASE. a Lr t�
<br /> 6ft 1 8m ELEV. � 442.62 �
<br /> 11. A GRADING PERMIT AND APPROYAL OF THE TEMPORARY EROSION AND ( • ) 4 4 ft 4 4 ft 'c
<br /> SEnIMENTATION CONTROL PLAN 5HALL HAVE BEEN OBTAINED FROM THE CITY S
<br /> OF EVERETT FOR ANY ON-SITE 6RADING. 8ft (2m) 5 6 ft 5 6 ft TBM - A: FND. RAILRdAD SPIKE IN ROADSIDE POWER POLE
<br /> 12. ALL CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 2.:1. W ANSFORMER AND LIGHT W/UNDERGROUND. t18 FEET �
<br /> S U'i}iWEST OF CORNER OF PROPERTY ON THE EAST SIDE OF o
<br /> {5R 99) S. BROADWAY.
<br /> 13. STOCKPILE5 ARE Tq BE LOCATEQ IN SAFE AREAS AND ADEQUATELY PROTECT�D ELEV. = 528.94' N
<br /> TO PREVENT EROSION. HYDROSEEQ PREFERRER. TBM - B: °+" PUNCH ON THE SOUTHWESTERLY CORNER OF LIGHT POLE �
<br /> 14. NO GRADING SHALL OCCUR WITHIN 2 FEET OF PROPERTY BOUNDARY WITHOUT f35 NORTH OF NORTHiMEST CORNER OF PROPERTY.
<br /> WRITTEN APPRdVAL OF ADJAGENT OWNER.
<br /> ELEV. = 527.21' 3 •
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<br /> CALL TWO BUSINESS � �j 2 ■ 1 �
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<br /> DAYS BEFORE YOU D1G ,�,,,,,,�� Y
<br /> _ �-sov-�.24-5555 ����'� �
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<br /> UNPUBl1SME0 WURK COPYR1diT�2Df3 BY NARMSEtJ dc ASSOClA7ES INC
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