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HomeMy WebLinkAboutTract Map 32437-1 Lot 1 & 5 Precise Grading GRADING NOTES 74 A Al 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE � �b 21� T s'i'p/N WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. O 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM 1%.of LD OUT PHASE LOTS 1 AKI DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR Gr ding P n A MINIMUM OF 3 FEET. Pre c JQI� O� 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 : 1 . �� HES DES TO CONVEY 100-YEAR ETE BROW DITC Californi S APPLICABLE CONCRETE DE A 4. PROVI STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED 7 SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS P ECT RUNOFF AWAY FROM THE TOP OF SLOPES. TO DIRECT SURFACE LEGEND 5. ALL GRADING SHALL 8E DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 7RAC1' 243y�3 � 0000.00 ENGINEER, SOIL ENGINEER, OR; ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TC - WENHAM WAY pP� - COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE �t 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S NT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP I 10- PUBLIC ° PUBL I C WORKS DEPARTMENT 7RAG7 X2436 2$ 28 � GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS � 24 27 ONE FOOT. PARK RY TOP OF GRATE TG WAVERLY LANE _- VICINITY MAP 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINA 84 SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED FEBRUARY 17, 2004. 23 28 W NOT TO SCALE TOP OF FOOTING TF TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS Z DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION Q THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY TOP OF WALL TW W ( � 22 J HIGH POINT SOILS REPORT. 2g >9A PAD ELEV. -0. MIN. TOP OF SLOPE TS Q �� � 1S O Z in � 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 21 I 3 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 Z THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE p 2 14 30 MUDSILL 6 MIN. NE: (951 ) 694-6411 . �FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHO PAD ELEVATION PE 0000.0 � Q � 20 IN GARAGE AREAS QImSILL IS 6" M I N 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION oC 31 GARAGE FLOOR �. AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 oQ 3 US 13 ABOVE GARAGE iLU19 � • � FLOOR SLAB VARIES (�T B A*I s***VAR ES B ('�T C RI SC DURING THE GRADING PHASE. ......owomm"= 1 1 . POST-GRADING ACTIVITIES SHALL INCLUDE , BUT NOT BE L I M I TED TO, INSTALLING, WATER SERVICE - E 7RAG7 32436-•1 °� � I 32 GARAGE DETAIL � *** �D) �8) WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 14 � PAD PAD IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERVICE -QQ SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 18 Z N M FF FF z WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY 33 :2 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 17 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF y � STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SLOPE � 8 � TO FIRM NATURAL SQ I L FOR FULL SUPPORT. 1O 34 12" M I N. ABOVE PAD ELEV. w 00 Z � o ��(- �z � �v � MUST BE CLEARED, KEYED, AND BENCHED IN LOT NUMBER � � A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 16 0 �o � � ��� APPROVE PLACEMENT OF FILL. 1A 7 ROUND OFF TOP �.- %, •- '�N •- 13. TEMPORARY DRAINAGE SHALL BE PROVIDED` UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE ELEVATION R 9 P/L T PROTECT ADJOINING ,�/' S� R W ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED 0 / AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE 8 11 G �avE � ' TYPICAL SIDE YA�D D R A I N A G E GRADING OPERATIONS. BY METHODS APPROVED BY THE CITY ENGINEER. GBW Aa4�s�V� �S 7RAC1' 32437-•3 � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 14, DUST SHALL BE CONTROLLED BACKWATER VALVES GNWHERE: 18' MIN TO GARAGE DOOR AN 10' MIN TO BUILDING. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS � 37 38 OTHER PORTIONS OF THE STRUCTURE gPATIOS, PORCHES, ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ENHANCED ELEVATION TYPE EH J�// 38 SECTION AwwA ENTRACES) MAY BE SETBACK A MIN OF 7' . CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL � �_-� �E-�F DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE SLOPES OVER 30' IN VERTICAL HEIGHT. AMOUNT OF EXTRA DEPTH 39 FOR REAR YARD SLOPES GREATER RED D 82 -" 40 THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE. FOOTING REQUIRED 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION -� 41 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION o � 44 42 ,/ THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN (WITH, RESPECT To MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO EXTRA DEPTH FOOTING � 4S a � 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT S3 IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A --• -- - "' s� 111 iiiii'lljlop0000� MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL GROUND SHALL BE GIVEN. ADA PATH OF TRAVEL I t� V ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE 6Y THE REQUIREMENTS DROP I 43 OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE DROP GARAGE O.X' N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT , INCLUDING ADHERENCE TO THE STATE � �4 � SO 48 % NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. � �°� VARIES *** VARIES *** �� VARIES *** P/L 18'. EXfSTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ,= 47 ��;• 6 MIN. 6 MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. I SS a 49 �c,P 3� MIN.-I .- 1 ' 1 � 3' MIN. 3' MIN. 1 ' MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 19. ALL PROPERTY CORNERS SHALL FG BE CLEARLY DELINEATED IN THE FIELD PRIOR TO I t�t COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �g Z 48 FG_%I �� _ FIG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A C • . EXTRA DEPTH a PUBLIC RIGHT-OF-WAY. � '� FOOTING •+� N 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT s� � 12'� MIN. =PAD ELEV-FG�� N INDEX MAP 12 MIN. 2: 1 MAX. o AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS � WHERE NECESSARY DISCOVERED D4JRING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL � � 12'� MIN. 6" MIN. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. SCALE: 1 '� = 100' 2% MIN. 2: 1 MAX. 6" TYP. 2� MIN. 21% MAX. MIN. 217o MAX. 2% MIN. N 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 21% MAX. S E C TIO M CmeC W ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF S9 81 LOTS INCLUDED SECTION BvmmoB ILI- SEE TYPICAL SIDE YARD DRAINAGE STATE. OR SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE �J CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE � ��F DETAIL NOTES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 0 23'. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL 60 o RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY m OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL N FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. M THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO 45' 45' 45 � ' 45 DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT rn- � r r AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY , IN ORDER-, TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING M DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING CONSTRUCTION NOTES & QUANTITY ESTIMATE _ 8 � THAT THE D 1 4 � SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION BASIS O BEARING NOTE No. ITEM QUANTITY UNIT � 2 E T � .- o OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST �1 LOT GRADING (2 LOTS x 5o c.r.) too cY DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 24 LF t QINSTALL N BEEN APPROVED BY THE DIRECTOR OF PLANNING. ON A MAP OF TRACT N0. 29286 MB 298/86-89. 3" SCHED. 40 Q3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 2 EA � U w ASSESSORS PARCEL NUMBER* 2 EA � . . ' OWNER / DEVELOPER PORTIONS OF 916-410-004 TO 007 O INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 0 Z PtANNINO 1 DE9IDIV ■ CONSTRUCTION O5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NO.207 2 EA q LENNAR INLAND SOUTH TYPICAL FOOTPRINT 40810 COUMY CENTER DRNE 40980 COUNTY CENTER DRIVE, SUITE 110 LEGAL DESCRIPTION., SCALE: 1" = 40' o TEMECULA,CALIFORNIA 92891-4879 TEMECULA, CA 92591-6022 LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 3451 C O N 5 U LT I N Q 951.676.8042 FAX 951.6787240 ■ WwWRBF.COm (951 ) 719-3462 PGS. 1-19 OF MAPS RECORDED I N R I VERS I OE COUNTY, CA. LD06do 171GR J DRAWING NO. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�OFESSlpy' DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: � DATE: ��91�� C I T� �F TEMECULA DEPARTMENT OF PUBLIC WORKS q J. FIELDS J. FIELDS J. TANNER SHEET N0. � 31/2"DIAMETER ALUMINUM DISK,FLUSH IN o TAN�{� N CONCRETE CURB STAMPED"RIVERSIDE COUNTY HORIZONTAL w�y�`�� F'� � PLANS PREPARED UNDER THE SUPERVISION OF _ ,✓ T BENCH MARK H � s _..._.._.-.._ __ ACCEPTED BY: DATE: lijdo_�l ,,� ° c� PRECISE GRADING PLAN CONTRACTOR -. �3 � fLn THE CENTERlINEOF8R78ATTHE AS NOTED `°' No.6o132 ^ Gl�;.�.�� � o WILLIAM G. HUGHES `.. TRACT 32437-1 Q SOUTHEASTERLY CORNER OF THE BRIDt38 OVER � Exp. 08/3%8 � JOHN D. TANNER III I SATE: DIRECTOR OF PUBLIC WORKS/CITY ENGINEER d�'��� :< `"� BUILDOUT PHASE - LOT8 1 & 5 a INSPECTOR SANTA CiERTRUDE3 CREEK;4.5'NORTHERLY OF � � 1 ~ DSOUTHERLY 310E OF THE CONCRETE VERTICAL ��' C/y 1�. ���� 60132 06/30/08 R.C.E. NO. 36617 EXPIRES: 6-30-08 �~''��a�`�19e�"�`�°� � TITLE SHEET OF 2 SHEETS i DATE COMPLETED ELEVATION'1097.1e3' N/A j� 4i C A�1�� R.C.E. NO. EXPIRES: '�•�n p° 51 59 R/w FL OF PIPE 1/2" -No �� � SIDEWALK ow INSTALL REMOVABLE ABOVE GUTTER 6 PLUG FLOWLINE INVERT ELEV. A 4" PVC PER PLAN J 2% �. -�---- INV ELEV PER PLAN CURB & GUTTER 3"x 4" REDUCER 4"x 4"x 4" TEE I 3" MIN PVC (SCHEDULE 40) 1 15 14 0 I I ELEVATION 203 . I 1 1 1 1106 . 0 1105 ,. 4 1 8I � u n f I 1 l 2 d - +1 .. 2: 1 � f � X5.00' -� 34.79' 1a.o4' � r 2: 1 w - - _V18.04' - - 1 1/2" MIN. COVER 03.0 / .7 04.1 _ - x L a w �'G Q ♦ i L:' A 11 A 10 0 02.8Vill 03.9 t • o -- FL-HP N o N 1 .0� MIN. oNI,' ry ti a 1 .0� MIN. ... I - o z -� ,.. CN z PARK L 0 o 0 z o ►.. � 64 o3Po SECTION A-A 04.1 04.1z \ 03.0P-J FG FG �� FG 5 FG � I `z ,z o � I FF = 1104.68 PPF 1103.58PE = 1104. 1 1103.0 PRIVATE DRAIN THROUGH CURB DETAIL I t6 2 4n I - 0 1 1 P / c� �J 1103 . 5 1103 . 3 1103 . 8 43.9 0 �'• 02.8.2 D3.o 03.9 FG FIG FG 8, FG _ 5 GF=1104. 18 M N 1103.08 I .9 8 Q � ...... M ' - � 32 / 3 � °4 02.1 w I a� co 03.3 4 I. �, 4 FG 1- ' /1, '�'.� FG � I Q _ �, �- . --_ CONSTRUCTION NOTES N [V Q N 8 O� M Ir-Q) - N Q) �j Q 5 1 N o� ,_ v o�'" o ""''' ...• 2 INSTALL 3" P.V.C. SCHED. 40 .00' S 40.90' S . .w.,. �., ..NEM dommob � ..�,. 55 -' ..... � .... "'_' 1 . 14 1 0 2.0%D 12 07.0% 2 - 9 2 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET o cn W W 4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT w _ _ p x'47 5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NO.207 ,moa �. \XO/ U � p �� 0 .cn O� RIM y �,9� �-- ��,�, �p `9 ao ,'� 03.01 O,�C> o r- c� .- u� O o RIM + o, oo N 8., SEWER n c� 60' 18 �- v- '� 0.50% 00 1.00% 5 00 0.50 a 3 14 15 3 _�'` �' 16IMND 17 �O .� O -- - - - - Nx, s WATER --- � j . w ' t.. w OLo _ -- x 33 J TRACT BOUNDARY TRACT BOUNDARY 2524 23s32 ' v r E2 r0 3 TRACT BOUNDARY 3 30 0 -M-ENNE' WAVERLY E LOCK HAVEN CTw a N N O rr] d ,_.J w_ Ca d `ti m N I n N N7 F-- C] 20 0 20 40 60 � m i w GRAPHIC SCALE w 0- c� PLANNING- ■ DE-910" CONSTRUCTION _z d Q 0 40810 COUNTY CENTER DRIVE ■ 0 ■ TEMECULA,CALIFORNIA 92591-4679 C E3 N 8 U L"T 1 N'13 951.676.8042 FAX 95t670.7246 www.RBF.com LD06aw R zJ DESIGNED BY DRAWN BY CHECKED BY DRAINING NO. a CONSTRUCTION- RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE I0v�§S10 l� ��� DEPARTMENT OF PUBLIC WORKS a y' J. TANNER RECOMMENDED BY: DATE: U ! J. FIELDS J. FIELDS 31f2"DIAMETER ALUMINUM DISK,FLUSH IN TAN SHEET NO. N CONCRETE CURB STAMPED ORIVERSIDE COUNTY HORIZONTAL ,�.,�► 'p y PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR ¢ BENCH MARK Tr4B-S1 RESET 1997'EASTERLY OF ACCEPTED BY: �- DATE: A x c PRECISE GRADING PLAN o THE CENTERLINE OF SR 79 AT THE ca SOUTHEASTERLY CORNER OF THE BRIDGE OVER AS NOTED No.60132 ^� . � DATE: f �� � WILLIAM G. HUGHES � ` ,.t.c:.,,. :..�;: 32437-1nINSPECTOR � . 00/30/08 TRACT SANTA GERTRUDES CREEK,4.5'NORTHERLY OF .{ P �¢► D I RECTOR OF PUBLIC WORKS/CITY ENGINEER NEER %:;t,:,;.� THE SOUTHERLY SIDE OF THE CONCRETE �, JOHN D. TANNER III PHASEVERTICAL � BUILDOUTQ SIDEwALIG �� Y 1 ` �d .:. o DATE- COMPLETE � �f�� R.C.E. NO. 60132 EXP I RES: 06/30/08 R.C.E. NO. 36617 EXPIRES: 6-30-08 a 1989: .. f o4� ELEVATION 1097.18 1� �°�•N� 13RANDON LANE LOTS I AND � OF 2 SHEETS s N/A DF C��.