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HomeMy WebLinkAboutTract Map 32170 Lot 3 Precise Grading LE PRECISE GRADING PLANS mil ti.LiOi QNM& fimQM 1NEIGHBORHOOD6 HARVESTON PHASE � 1. ALL GRADING AND RELATED ACTIVITIES SHILL CONFORM TO THE GRADING, EROSION k TYPE PER PLAN1. THE CONTRACTOR SHALL BERESP�VSIFaM E FOR THE CLEARING OF THE SEDIMENT CONTROL p20INANGE lam. 04-04, AND IF APPLICABLE, TO THE STATE WATER TFA1ACT NO. RETAINING ROCU - 32170 WARI�C AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE "T SEDIMENT CONTROL BOARD NPS GEJIERAL PERMIT FOR G�STRU�CTILMII ACTIVITIES. IWOIRMM THE CITY OF CONSTRUCTION AT LEAST 48 FOURS PRIOR TO 1100. LOT 3 PROP. GRAPE BEGINNING OF CONSTRUCTION. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRA I NAGE SN►ALES PERCENT OF GRAVE SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINI" O- 2' AWAY FROM THE Ta' CalifomiaTe m . Cityof PP" (951) 694- 411 OF GRDD SLOPES. FINISH GRADE SIHAL.L SLOPE AINAY FROMM ALL EXTERIOR WALLS AT NOT LESS PAD ELEVATION 1100.0 THAN I` PER FOOT FOR A MINIUM OF 3 FEET. 2. ALL WOK SHALL CONFORM WITH THE REQUIREAENTS OF THE CITY OF TEMECULA EXISTING STORM DRAIN PLS I C WOWS DEPARTMENT IMPROVEMENT STANDARDS AND SPECI FI CA T IONS, DATED J. MAKI" CUT AND FILL SLOPES SHALL BE Z 1. v EXISTING SEVER _--- NOVEMARER 1991, AND SUBSEQUENT AMENDMENTS. 4. PROVIDE, AS APPLICABLE, CONTE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM EXISTING WATER _-W--- -W 3. IT SHALL DE THE RE70NSIBILI TY OF THE DEVELOPER OR CONTRACTOR TO APPLY FLOPS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN EXISTING EDGE OF PAVEMENT TO THE CITY OF TEMECULA DEPARTMENT OF PLULIC WORKS FOR AN EhCROACHMENT VERTICAL hElG1•IT OR THAT ARE Aa.aACENT TO GRADED AREAS TO DIRECT SLWACE RUNOFF AIUY PERMIT FOR ALL NOW ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK FROM THE TOP OF SLOPES. EXISTING CONTOUR WITHIN OFFERS OF DEDICATION FDR PLIC USE. C780. $) 5. ALL GRADING SHALL DE DANE LEER THE RFERVISION OF A REGISTERED CIVIL ENGINEER, EXISTING ELEVATION 4. IT SHALL BE THE RESFUNLSI BI L I TY OF THE DEVELOPER OR CONTRACTOR TO APPLY SOIL ENGINEER, OR ENGINEERING GEOLOGIST *10 SHALL CERTIFY THAT ALL FILLS HAVE DEE7V DC 1100.83 TO CALIFORNIA DEPARTMENT O TAT ION (CAL TRAMS) FIAN T PROPERLY PLACED AND *10 SHALL SMI T A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEPRESSED CURB ELEVATION PERMIT FOR ALL NORK' PERFORMED WITHIN THE STATE OF RIGHT-CF-WAY. DEEP. TO' OF CURB ELEVATION TC 1102.87 A S CI VIL ENGINEER ShALL SUBII T TO THE CI TY OF TEMECULA'S PUS IC WORKS I 7.3 5. ALL STREET SECTIONS ARE TENTATIVE. ADDU TI ANAL SOIL TESTS (*) � TAKEN 6. REGISTERED 34 GRATE ELEVATION C1N _ AFTER ROL H GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION O�' ROUGH GRADING IN ACCIOR N NI TH �._ rVE`r __ I FLOIL I NE ELEVA T ION • 11SE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENEOLMYTEJRED. (* INSERT "SHIALL" THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION _.__-_- .w �� I , i C SHALL DE TO LINE, GRDE,AELEVATION AND LOCATION OF CUT / FILL SLOPES. za _ 1 I _ , , I E DAYLIGHT (CUT/FILL) FOR TRACTS AND PARCEL MAPS JE "MAY" FOR PERMIT CASES.) KING: M-1 LAND USE: - _ c" e I 3" CONCRETE SLAB •: ;, 6. APPROVAL O~ THESE PLANS BY THE CITY OR ITS AGENTS DOS NOT RELIEVE THE 7. FINAL COMPACTION REPORT WILL REQUIRED FOR ALL FILLS GREATER THAN ORE FOOT. SD RESIDENTIAL APPrr.I CANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF 8. ALL GRADING SHALL BE DANE IN CONFORMAD WITH RECONEND►A T I CMVS OF THE PRELIMINARY , ,� 1 q p fir. � _ E , ERROIRS OR CMII SSICMVS DISCOVERED DURING CONSTRUCTION. LPiOV REQUEST, THE SOILS INVESTIGATION BY DATED FE�UARY 5. 2003. TWO SETS OFPLAN - 1 SLOPE (FILL) 1 MAX APPROPRIATE PLREVISIONS SHBEALL PF�'T1 Y SU�II TTED TO THE CITY ENGINEER V THE FINIAL COMPACTION REPORT SHALL SLI TIED TO THE P�IEL,.I C N�R1C5 DEPARTMENT IFIiCH ---_- 1 � FOR REVIEW AAPPROVAL. SLOPE (CUT) �• 1 MAXSALL INCLUDE F00 DSM TION DESIGN RE TIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN COiFORWANGE WITH THE RECOWW1510ATIONS OF THE PRELIMINARY SOILS REPORT. --- ------- _ SWALE - - w I OT I CE TO 77-E CWTRACTOR 9. THE CONTRACTOR SHALL NOTIFY THE Ply IC WORKS DEPARTA04T AT LEAST 48 FSS IN �� �� - -� "";;r,�_ o FL FLOW L ITE THE EXISTENCE AND LOCATION OF ANY UTILITY PIPES PIR ADVANCE REQUESTING FINISH LOT GR40E AND DURA I NAGE INSPECTION. THIS INSPECTION METr� � _ r 170_,,, � w HP HIGH POINT STRUCTURES SHOWN OWN THESE P1.." ARE DETAINED BY A SEARCH OF THE BE COVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. _ cr, AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY LE TEMECULA, PLS.I C II�(5 DEPARTMENT Pw1OE• (951) 694-•6411 Crnor 4a r - .. � _ -.. DC DEPRESSED G'l�' , � No F ". '-`` � EASTERN AM�NICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER DISTRICT r R9s32 9�2 w -�� TC TAP OF CTM DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR r .. - _._ �_._-- IIIIIIIIIIIIIIIIIIIIIllillilljllllI FS FINISHED SI�RFACE f __ *. e �- - COMPLETENESS OR THE EXISTED OR NONEXISTENCE � ANY 10. CUT AND FILL SUES SMALL � PROTECTED WITH A G'CMGINATIOV O�` EROSION AND r % ��� � ARiy.. ,,�s` •.,,�,„ � UTILITY PIPE OR STRUCTLRE WITHIN THE LIMITS OF THIS PROJECT. THE SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE r r r G DSS ra s¢ ND �- - FG FINI SHED GROUND _. CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIOWIRY MEANS TO PROTECT q�DING POSE, I j f/ /-ar 1� r�• p�RX -� --- Tw TOP WALL r L/ THE UTILITY LINES NOT OF RECORD OR SftOMrN ON THIS PLAN. r r r : l CT NO• 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT DE LIMITED TO, INSTALLING, 10-I ,;�' f� - -e9s,39 T TF TAP OF WALL FOOTING APPLICABLE, GROUND COVER, TICS, SHRUB, OR A COBINATION THEREOF IN ACCORDANCE WITH 11'-� `�_ :J I; �� BC BEGIN CLARVE T CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL EC END OF CIARVE TOPOGRAPHY USED IN THE PREPARATION THESE PLANS WAS HEIGHT SHALL HAVE T IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER KEY MAP LEC I1� VC VERTICAL CURVE FROM FRSHOTS TAKEN BY LLN)STROM AND ASSOCIATES THE U.P.C. DATES SURVEYED 11-26-0 AND 12-01-0 3 BVC BEGIN VERTICAL CL4RVE 12. FILL MATERIAL SHALL NOT DE PLACED ON EXISTING GROUND UNTIL THE GROUIID HAS BEEN SKEET IUN�R EVC E.ND OF VlERTI CAL CLM?VE CLEARED OF NEEDS, DENS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING SUBDIVISION 90U\11DARY EXBW EXISTING BOTTOM OF WALL TERRAIN OCCUUP RS ON WHICH FILL IS TO DE PLACED, THE TERRAIN "T DE CLEARED, KEYED, BUILDING ALEJ? BLDG• NO. 1 BW BOTTOM OF WALL LEGAL DESC �IPTI-- AND BENCHED INTO FIRM NATURAL SOIL FOR FLLL SU"PORT. A REGISTERED CIVIL ENGINEER, URN LOTS 3 DE TRACT NO. 29639-2, IN THE CITY GE TEMECULA, SOIL ENGINEER, DE ENGINEERING GEOLOGIST SMALL APPROVE PLACEMENT OF FILL. STORM DRAIN =_-____--__- PCR POINT OF CURB FET COUNTY DE RIVERSIDE STATE OF CALIFORNIA, RECORDED I N 100 0 100 200 300 STORM DRAIN STR TLE Q N.A.P. N1O T A PART BOOK 345 PAGE(S) 1 TH R OL GH 19 INGLUSI VE, IN THE OFFICE 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE OF THE COL NTY RECORDER OF RIVERSIDE COUNTY. INSTALLED. PROTECTIVE MEASURES SHALL BE IAPLF.AENTED TO PROTECT ADJOINING AND EXIST STOW DRAIN _ _-_ ___ ._ --- - DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND POIDING WATER DLrRING GRADING GRAPHIC SCALE AP1V - 916-170-14 OPERA TIONLS. TOP OF CLRB (TC) AND DEPRESSED CURB (DC) ELEVATIONS KEY MAP SHOW FOR REFERENCE ONLY. SEE STREET IMPROVEMENT PLAN GROW/NET AREA 0. 111 AC. 14. DUST SHALL DE CONTROLLED BY METH ODS APPROVED BY THE CITY ENGINEER. SCALE: 1 10a100 0FOR CUA AND GUTTER CONSTRUCTION. EAR C 15. STABILITY CALCULATIONS WITH A FACTOR-AF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS CUT 90 C.Y. FILL 90 C.Y. (1.5) Sh LLL DE SMI TIED TO THE PLIC NORKS DEPARTMENT BY A REGISTERED CIVIL EXPWT/IAFCW7T 0 C.Y. ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. LOT PROPERTY SI" T II��K 16. A REGISTERED CIVIL ENGINEER OR LICENSED SED LAND SURVEYOR SHALL SUENI T CERTIFICATION LINE LINE OF BUILDING PAD ELEVATIONS. NFERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 18' 1 TI TLE PAGE, KEY MAP` k MOTES (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 3' 1' 2' 16' 2 GRADING ADJACENT GROUND SURFACE IS REQUIRED, THE ACTL14L DISTANCE ABOVE THE ADJACENT GUM 05' SHALL 6E GIVEN . . , Lff a 2 14' 4 17. EROSION AND SEDIMENT CONTROL THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS /yp`/. 4 OUTLINED IN THE CITY DE TEAECLLA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04 4 T THE DURATION OF THE PROJECT, INCLUDING ACHOW40E TO THE STATE WOES I I SITE Olt1qN PE MII T FOR CONSTRUCTION ACTI VI TIES, IF APPLICABLE. I � 2�' 1 CAW 18. EXISTING DRAINAGE COD'S SHALL CONTIANrE TO FU VCT ION DURING THE RAINY SEASON. � � AF's . . _ _. . . - � NO OBSTRUCTION OF FLOOD PLAINS OR N 4TU?AL RATER COL RSES SHALL DE PERMITTED. ?r� WILL IAM LYON HOES, INC ���7�� Z. 1 EXISTINGSLOPE ` 5 11800 STERLING AVENUE, SUITE A 19. ALL PROPERTY COVERS SHALL DE CLEARLY DEL INEA TED IN THE FIELD PRIOR TO `fir RIVERSIDE, CA 92503 T O` ANY CONSTRUCTIOy/GRADING. ds` PH (951) 637-2260 2x' 2% �� FAX (951) 637-2251 20. THE PERMITTEE AST OBTAIN AN T PERMIT T PRIOR TO ANY WORK WITHIN A _ _ _ EXISTING 2% FUTURE WALKWAY CSB k GUTTER PL5L.IC RIGHT-CF-WAY. �� O'' k FEIN PER hEIGH90RGOG1D 6 PRECISE GRADING • =: _ STH r 21. APPROVAL DE THESE PLAINS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APDL I CANT LANDSCAPE PLANS EXISTING 8' MEANDERING AND HIS ENGINEER' FROM THE RESP(MIBIL I TY FOR THE CORRECTION OF ERRORS OR OMISSIONS SIDEWALK i DISCOVERED DURING CONSTRUCTION. U IC N REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROAFTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. SECTION A VICINITY MAP Lundstro m One Ridgegate Drive,Suite 210 22. THE ISSUANCE OF THUS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OMR PROVIDE NTS. NOT TO SCALE Temecula, CA 92590 ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGLLATING THE PROVISIONS OF STATE OR ociates Tel: 951.491.6690 Fax: 951.491.6695 FEDERAL SPECIES ACTS OR WATER QUTAL I TY REGLLA TIaN15. THE � CONTRACTOR/OWER/DEVELOPER IS RESF06IBLE FOR OBTAINING THE APPROPRIATE aLwwas PLANNING I CIVIL ENGINEERING LAND SURVEYING FROM THESE AGENCIES PRIG? TO ANY SITE DISTURSANCES OR GRADING. ri COA67RUC71N RECORD LATE BY REWSMON.S ACC'D LNTE BENCH MARK SALE SEAL: �pF � D�ss+Qr�ed 6y Drown By Clicked By ftwing AAS. �_ 8X a4 • � r ate- C/rr OF rMHEC�l" WART" OF RveuC WOWS 3 112* DIAMETER ALUMINUM DISC, FLUSH p,� P.J.L a D.K. MAP. IN CONCRETE CURB STAMPED ORIVERSIDE hbrkorW 4+ COUNTY BENCH MARK T-46-81 RESET c (r Or o T 1997 EASTERLY OF THE CENTERLINE OF ` N& C44M " ACCEPIED � � /` � �_� ��� �� �� �I i AS N1011rD � �Q� --- SR-79 AT THE SOUTHEASTERLY CORNER * E� * �� MWU a AWS - •• OF THE BRIDGE OVER SANTA GERTRUDES 03/31lW �Gt DER"OPEC= OF PUI C Mq�f.'F r _ -- -_ � f� p�I� TRACT �. .��� LOT 3 p� CREEK; 4.5' NORTHERLY OF THE lb CIVIL `�� AAW A' RNR d ' ~ TEMEClX.A CaI1�Il�IVI TY SERV I GES DISTRICT SOUTHERLY SIDE OF THE CONCRETE L% C44899 MARCH 31, 2006 �r;��� 1fle°:- SIDEWALK. ELEVATION = 1097.163' R.C.E. Mo. .Expires R.C.E. Alb,__.19744 �,,;,,� sEPrEMaER 30, �a05 �..,� PA 04-0078 u7 1 1 1 N to N N N r 19RADING Pt-ANIS F R - , TRACT 32170 DOG. NO. LW4-2DMPJ r < 1 r << r ;! fi. ve ' \ r e jo 0 �. < FS r < r l r < FS 3.1 1D / r FS 1 10x <: .,� 4D r.r r r 12.AOr FS -11.10. /. . ' < e /! r i /' F r / r r <. r r'r M. C r r r I r FS 11. 1x0 < t . �'S 11. f0 r r % 11 LOT LINE --_ _------------------ ------ -- -- — -•- — � —12 1 T � 1 o FOR AREA LIQ TING7 AM STRIP PER LANDSCAPING 11 1 1 SEE PLAN C� - i e--r PLANS 10 7 ` ' 10 .. SLOPE r •� AA ..EXISTI�GLOT C.B. �� VARIES `VARIES '4 _ 3 � -... __ _ V 9 07 �„�,,� „� 1 ! ►• now _.•1� ,; RE,1137,OD'.L:33.67' M9`DB'30_T 224.65' Q 1 e01 4 LLL P�ERTY LINE w.a ISTING SIDEWALK. - ) ISTING 3' PI�.IC UTILITY F� EXISTING WATER EXISTING 6" METER ' - EASEMENT TO CITY OF TEME I SEE DOG D-26445 D-26445 w •- -- PER TRACT lip. 296391 AB 34WI 19 .�..._ � _..- _._. ._."... ____W __ __ _� __.-- _...- EXISTING a ISTING 50 btENINIf T-0 1 i FG 07.29CALIFORNIAINC. G 07.50 FG 8.26 ---EXISTING STREET LI9ff • �, VERIZO)V CAL ,� PER D-26443 1 EXISTING �, F�"0,7. 18 0 IN ST. N O. 2D04-0348854 .. .� PER DOG o-26445 , PEDESTRIAN RARE •- __ _. . __ . _ ___ _ __.__ _ -..._ .._ _.__ _ ____ _. .�. _. .w ` - •-._._. ,. ,.__ ._..... - --_•_- ISTING � ! ATTER r. r � t 1 - - 1 EXISTING EXISTING VALVE & IRR. METER EXISTING WATER PER D-26445 w � o --- --"sem U.H. �- ExrsrlNG sER N.H. SE �o-� „ ,.Mal� EXISTING t — -- < r •/ ••rte i / I 1/, _._ ._ ISTING 3 EASEMENT TO '• __1 IZONI CALIFORNIA INC. IST. 8 PER , ;< - 887 �. f EXIT C. . TRACT 32 .0 DOG. MD. �4 6 ADING PLMRS Fes' AM STRIP ~ r' r TRACT 32170 DOG. NO. LD0�4r PSR PLANS � ' ...... PLANS [l -- < . V. ,N rr I r / i ,•" r - . /' - •a .I .. / : `.... ' a00 ( ,r C X51 '�j %< FS Y .44 .84. ` r t- - . 'FS 13. ' �g l rirlr w 1� NA59'06'30"E 86.62' r----12 LOT 3 WW. � AREA LINING LINE SEE PLANS TRACT 32170 I f \—.10CONST ` 1 �rl� �� � � �:. .,,.� - _._._ _ - °�° ____bRAEE.�.AMFT� _. _ .._ _._ ____ ._.. _ _ �,-� •-��-__--•--------_ _---.�_.ISTING...SL�E I � �� .. EXI�IING_.. � � SLING PEDESTRIAN RAMI" VARIES _ _ . . -_- ---- ---.. -• _ - © COVSTRUCT TYPE 1 WALL PER CI TY OF TEA�ECLLA ............. -- FGD -_ -- __ ._... . _ STANDARD PLANKS. _ - ISTIN19 SIDEWALK / I LOT 3 �t'1'. ISS'TINS 3'._I�IC UTILITY EASEMW TO CI TY DE TEAEa" EXISTING 5 E/IS�`IVT TO VERIZ�V CALIFORNIA INC. FG 07.55 EXISTING PLANTER AREA '� �—EXISTING STREET LIGW ISTING A.V. PER DOG D-26445 . ........ ....,.. w I __.___ ..-_._......_..__..____._.__. __. ...._. ........ .,_..._. ._. ..,.ww_.______..... __.w.._. ISTING IRR BOX --.--__....-..M... _.....-......__-.._ _....� INCISTd� 9 GUTTER H DVC. D-20445 -- • N t--- EXISTING WATER I ISTING VALVE PER D-28445 `► EXISTING SEVER M.H. �- EXISTING SEVER PER D-26445 i� N CL CIL GRAPHIC SCALE 40 Lundstro m �Ridgegate Drive,Suite 210 Temecula, CA 92590 associates Tel: 951.491.6690 Fax: 951.491 M95 ( � , i ineh 10 !'t. � Z � PLANNING � CIVIL ENi1NEERINi I LANb SYIVEYINi I CO►HS7RRLIC7RIOV1l RECORD GATE B1' IfVISIIDUKS ACC'D ANTE BEMCH MARK Ste' ESSI &y Dftw &j Cbfted LC17YARNMT OF P(!BL/C 00ftS Ab. scACE �oF o, � � � � DF L>� N 3 1/2 DIAMETER ALUMINUM DISC, FLUSH A•P� P.J.L. D.K. MAP. Car►tractor IN CONCRETE CURB STAMPED "RIVERSIDE Iti `�� G4' f COUNTY BENCH MARK T-46-81 RESET � _ �°� ��� U� �� � .. ACCEPTED B1" D4TE /G o � T INCISE OADZW " Fly 1997 EASTERLY OF THE CENTERLINE OF AS �7ED Mn OHM x _ SR--79 AT THE SOUTHEASTERLY CORNER tAr rr r _ Db►te � J. � SIVE �- TRACT Ilq 3'117 — LO? 3 OF THE BRIDGE OVER SANTA GERTRUDES 03/31/06 OM17Y WOW OF PEMW NOW � xx� • 4.5' NORTHERLY OF THE CIVIL MARK A• P . . wY:::: : TEMECULA COMIbII.XV I TY SERV I CES DISTRICT ftft CREEK, OF THE CONCRETE C44899 MARCH 31, 200x6 19744 SEPTEMBER 3D, .S SOUTHERLY SIDE R.C.E. Nb. Expires R.C.F. �� PA 04-0078 z SIDEWALK. aEVATAN = 1097.163' LM5-082GR