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HomeMy WebLinkAboutLot 44-56 Precise Grading LEGEND RAC I NO (, 23 3 2 HU POW TOP OF CURB 0000.00 PAD ELEV.-03 Int T.C. A � FLOW LINE F.L. z z PR CIS GRADING P1 AN HIGH POINT H.P. ,q IM ASF 2 FINISHED GRADE F.G. CI%MIN. 15,TYP, FF 1%MIN. 15'TYP 9 FINISHED SURFACE F.S. 5' (EXCEPT B 5' 5' B (EIRE C 5' C MIN WHERE 0.MIN MIN MIN VIA GARAGE FLOOR GF 0000.0 IIaTED) IOTED) PAUM 5 RN P PROJECT PAD ELEVATION PE 0000.0 z z z 5 25 24 �` SITE N" 54 56 26 FINISHED FLOOR FF 0000.0 4 � 23 S 57 22 18 d WATER SERVICE W _ v 58 78 21 19 SEWER SERVICE S °D? a o 0D ? o 2 1 27 l MA o 10�MAX `�' 60 59 20 36 �• ?mP 1 X AIR VACUUM RELEASE VALVE (AVR) C=_1 \ 61 76 80 3 28 35 / 10 SW DIEGO 29 / FIRE HYDRANT `CY 62 781 34 425 4 17 33 / CNS' All ' 63 82 7F;, 23 43 4 43 41 WY. 79 V TYPICAL SIDE YARD DRAINAGE 45 64 74 1 30 31 32 DRIVEWAY DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 44 73 �g4 5 52 4 40 'C STREET LIGHT 0--- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. > % �' 65 72 84 � g,5 6 15 53 51 3g > 4 66 VICINITY MAP I SLOPE 42 67 71 85 92 7 14 54 5 � 8 3 � 5046 38EXTRA DEPTH FOOTING 41 68 70 86 91 155 37 NOT TO SCALE � >>� 40 39111 8 69 87 89 90 9 9 12 56 49 7 t� INDICATES AMOUNT OF O EXTRA DEPTH FOOTING 38 37 66 7 3 9 99 1 �- GRAD ING NOTES _ � ACCESS RAMP M 36 35 34 100 101 10 S3 57 65 33 67 1 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, 10' OR 12' U ` 32 31 102 72 48 16 � ` 9 30 29 � 03 � 58 64 68 AS AMENDED BY ORDINANCE 93-04. LOT NUMBER „ 6 0 10 11 28 27 �► 1 63 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. M I N. TYP. w 12 13 104 59 71/ DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE INDICATES MODEL \� 14 15 26 105 6062 9 / CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. I 12" MIN. ABOVE PAD ELEV. \ 16 17 25 � � 61 ,/ UNIT TYPE 4 i MAI L OX 12 MIN. \ 18 24 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . B (TYP. ) .60 CLR• 8 19 23 3 - 74 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL INDICATES ELEVATION ORA(6„ BAOF CK TCU 8 O q POSOF POST) 1 7 6 63 57 ROUND OFF TOP 5 � FILL SLOPES OVER 5' HIGH. 4 22 62 58 75 WATER BLOW-OFF01 P/L 3 2 20 61 60 59 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT P.C.C. 5' 1 78 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY INDICATES PAD GRADE REVISION SIDEWALK CURB & 21 77 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS FROM ROUGH GRADING PLAN GUTTER 76 OVER 1 ' DEEP. _ 17 MAILBOX LOCATION 72 18 9 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA INDICATES STEP TO GARAGE FLOOR 68 1 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH (GF - - STEP) DETAIL N _ 64 31 20 21 22 79 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FF SECT I ON A A 5 4 3 2 1 30 48 80 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, N.T.S. FOR REAR YARD SLOPES GREATER 6 16 1 32 29 28 27 26 25 24 23 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. THAN 5' IN VERTICAL HEIGHT 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 71 7 15 I 33 TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN g 8 0 9 0 1 12 13 14 34 35 37 38 39 40 41 42 43 I ONE FOOT. o PLAN 0 o 0 5' MIN. P/L 5' MIN. 6" MIN. 1 °D PLAN 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 6 MIN. a THE PRELIMINARY SOILS INVESTIGATION BY: 3' MIN. 1 ' 1 ' 3' MIN. " PLAN 3 SHEET 3 M DSILL r• 2 PETRA GEOTECHNICAL INC. ON SEPTEMBER 23 1998 0 MUDSILL MIN. MIN. U 48.00' co 50.00' � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE JI NDEX M ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- Co . '4. .� '� MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 50.00 �� - � � ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ., 4 SCALE. 1 - 200 __ 12 MIN. 12' MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING g rniSHEET 2 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE o 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. TYPICAL OVERALL FOOTPRINT DIMENSIONS LOTS INCLUDED REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- as 21% MAX. MIN. 21% MAX. Z EAOCH MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR v� ( PRODUCT 2 SECTION B - BLL_ 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL x ( LOTS 5 , IN VERTICAL HEIGHT SHALL BE SCALE: 1 ' = 30' . PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 5' MIN. P/L 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. E 3' MIN. 1 ' CL MUDSILL MIN. 6" MIN. 0 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. PLAN o PLAN PLAN 0CONSTRUCTION NOTES & QUANTITY ESTIMATE 2 3 LO 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING o � N0. ITEM QUANTITY UNIT PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 50.00' "� TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- ao `n 0 LOT GRADING ( 13 LOTS x 15 C.Y./LOT) 195 C.Y. TION IS o 12 MIN. 2: 1 MAX. 50.00' DISTANCEHABOVEETHET�DJDACENTNGROR�DNDSHALLFBEEGIVENEQUIRED,THE ACTUAL � INSTALL 3 PVC SCHEDULE 40 126 .9 L.F. 0 0 2% MIN. 6" MIN. 21% MAX. a all 3) INSTALL 3" GRATE PER N.D.S. NO. 14 OR EQUIVALENT 2 EA. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER SECTION C �' C O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 2 EA• 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS c! RALL FOOTPRINT D I M E N S I O N S SHALL BE PLANTED AT 10' ON CENTERs, ,TREES, 20' ON CENTER, COMBINA- CDTYPICAL OVETIONS, 15 ON CENTERS. SLOPES OVER IN VERTICAL HEIGHT SHALL HAVE P EPMCNECHAPTERI10TRON SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 00 R O D U C T 3 U 1-11N ( LOTS 44-43) 2 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR U) Underground Service Alert TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q SCALE: 1 ' = 30' . az &bed &in, FiUiam Frost & associates 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE � PROFESSIONAL EN6INOM, PLN NM & S)KYORS THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- z 27555 YIQ ROAD, SIE. 400.MM G. 92591 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON o CALL TOLL FREE (909) 676-9042 , FAX (909) 676-7240 BENCH nwNFR/r>FVFLc1R Q RIVERSI(E CgMil'DE516NATIdt T_" REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 1-800--422-4133 x .OLIM SIAM T-". AMERICAN TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 21/2 MASS DISCI C01C RICHMOND CF�#uIOND FIJI THE IN T[YR CTIM OF EDIT ST.NO NN CALIF.0. 3.4 MB IMT 0 104 w. GRAND AVE. , SUITE A "M CALIF.IO. M'I�Rn1EST T MCALIF.M. U RN IFA 4'2 MR I%t Q LDOO-033 GR FUCE 2'U OF POER PQL 1751130E. SET FIIfl18 Z IMPDS(1 I�tT U ESCOND I DO, CA 92025 OF IN.DA': }13-* E,. 0. (760) 145-1605 L D 9 9- 10 4 G R 00 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK ��F�SS1� DESIGNED BY DRAWN BY CHECKED BY � Drawing No. SCALE Q �'! JM MT RECOMMENDED BY: DATE: 8 .'' CITY O TEMECULA DEPARTMENT of PUBLIC WORKS 2/6/00 RBF REV I SED LOTS 50 TO 56 TO PROD. TYPE 2 3.1 ��O ��` A. jr` �y JT Contractor HORIZONTAL �� ��y PI ns P epar Under The Supervision of o TRACT NO . 23143-2 ACCEPTED BY: DATE: Z SEE ABOVE AS SHOWN W No•43090 '�' Date: � DEPUTY DIRECTOR OF PUBLIC WORKS °` Exp. 3/31-W RONALD J. PARKS PHASE 2 CD Inspector fix . M I CHA L A. LMAN T _r„ VERTICAL sf civ 1� ��! f - PRECISE GRADING PLAN 0 Date Completed R.C.E. No. 4 090 Expires res 3-31-00 R.C.E. No. 19744 Expires 9-30-01 ''jam 1 T I TLE SHEET SHEET OF 3 N/A OF c��-� p LOTS 44-56 = nATF PRFPARFn. n3/76/qq - PROPOSED SLOPE & DRAINAGE EASEMENT p� 1221 2 54 -� 53 •�-- �-,�DAYL I GH INE PER ROUGH GRAD Pl%3,�LANS "` -------�` 104•� 5' � ` . '-- `\` / p� MIN 5 LP / >�, EXIST. 2: 1 SLOPE PER • 20 �' � / ROUGH GRADING PLANS 25 00 20, I 3 23.g 5 5 8 1 I 0 00 off. F 1225.3 MSN. 4 73-32' 67. 15' ' IS 3p, 3 +4 '� 0 I 1 6 . SLOPC- 2.• , 1 v, 0) 41. 20 `n NI of FL, SW �X Nr cD v,�.' w J 41 2 o z o 43.8 I °' ,��; ': _.. . �\ v` 26 �^ m m N 41.2 I , FL,w cv �1 45.22. COT y - . __ . \ 1N� I Q FF 1241 .7 I �, �n N co - •-' 1 •pyo - 134 � o FG 8� 0 t 5.5 N � �S •S -��----�----�_ .. � `�1 � 29.5't I PE 1 - 45 N 44.3 241 .2 z N .5 ,� 45,2 TS \� ' 00 N z .-y O FF 5 0% M I cs . •7- 1244.5 1 � 1;i z � ` rn •+b0ee 2 ae I o �-. 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'`+FS ` - 5 45.2 GF G I mo $ .22 •ter N FG �, U'S'�C� 00 49� �' �� 0 2.oo� 2 TR. LT. / + •�� � `n c° . GF 1 + 44.0 `�' o ��°/ 1243. 12 +e I o CURB & GUTTER 24 61 . 73 40.67 FS 3 GF 43.3 42.3 T � I o TC 4 24+86.93 11 .0�F- � 27' D W TC 24+pp•5 � � � �` N 9.4 G 4 ��, 57 g•51'J� ►'� in 37.97 TC 77 z_ 3 c� m . 37.60 I E -1 2. 26 ' p O 42• 8 43.8 / 40 1 E. o 26+40. 19 VIA SAB I NO \ TC N �W TC FS N . I � =54+63.64 FOX ROAD 10 r �~- � -75 --S 4 0� 55 ,S N I A N +t 1k - \ - -- - -- I 2 23+39 0 `~ -1 42,g ac $ v, -"' -- 4 I 100' � 2 7 'S5 � w F �' I a� -- SABV.C 3 S ac I I LL- 26 26 VIA INO _ oW .8, _ , , w f PER TR 23143-2 � rc 43.55� "� � 10 � X hP r � 22+g8 fi8 4 40.47' ��S. 27' D/W jr FS �.96 2,3 I S -� f' . 2 30 82 � 1+92.5 . / / � �'��� D W ��' 4/ 1+92.5 PRIV. 10 DRAINAGE ESMT. E � I o ' 2 8.44 LF 39.38 IE PER TR 2 2 3143-2 .°Oz - _ - U 3+1,5 22 1 66 8+2 *8,4°2 V -- 0 + o 0. IA SAKI ' a O H �oqo 002 o 20 0 20 40 60 0 0 GRAPHIC SCALE N N CONSTRUCTION NOTES: 0 2 INSTALL 3" PVC SCHEDULE 40 as 3 INSTALL 3 GRATE PER N.D.S. NO. 14 OR EQUIVALENT N Under round Service Alert w 40 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 Abbed Q itk 1lillsam f'rnst & Associates PROFESSIONAL. 13110EERS, PLM MM & RRYEYORS I 1755 YIEZ AQIID, SM. 4OO*IEIM CA. 9M1 z CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 0 1--800-422-4133 Q LDOO-033 GR 0 Two WORKING DAYS BEFORE YOU DIG L D 9 9- 10 4 GR 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK 00VESSI4 SCALE DESIGNED BY DRAWN BY CHECKED BY Drawin No. 2/7/OC RBF 2 REV I SED LOT sv Tb PROAucT / �p �� JT JM MT RECOMMENDED BY: DATE: 8/sl C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS 9 Q A. Contractor TYPE 2 HORIZONTAL �`�� ���� yl�' �� PI ns rep red Under The Supervision Of . � y . 3 ACCEPTED 8Y: DATE: 0 TRACT N0 . 23143-2 Inspector SEE SHEET NO. 1 AS SHOWN LAJ No.43090 r1nZ Qp DEPOT DIRECTOR OF PUBLIC WORKS I Exp. 3/310 Date: RONALD J. PARKS Y� PHASE 2 0 Date Completed et ed VERTICAL J�' C I V 1� � I CHAEL A TYLMAN 'A' AYA'ARI'A' �p mp tF o� _ PRECISE GRADING PLAN N/A OF C PvlxF R.C.E. No. 43090 Exp i res 3-31 DO R.C.E. No. 19744 Expires 9--30-01 LOTS 44--50 SHEET 2 of 3 28+28.81 q VIA ANGELES 58+13.31 FOX ROAD 23+51 .30 S2 S �� 6 S S �^ I TR. BDY. 1 SD SD SD 280 ' V C :2L.5% VIA ANGELES 26+29.48 25+41.12 24+67.33 SD � Ex. C.B. PER TR 23143-2 ��' °/w 'C''`�c� N 27 p w 27 p/w o\ W ��? �� W � W CURB � G TTER� W � .93 lC 1C A.V. FH - co In, FH • - A.V.R. , ST. LT. 90.63' 106.60' 91 .40 /W 69.00 74.57 � co �CIDy.. OD 0). t r Vn 6' S W .- OD 1 •O ao W ' LO 0200. °-� o r .� I 16.3 `D N ``� Mt N art 86. r- '�� �' o �t 1 G h -�1 119 ,�• N � .9 N � � � $ � N � I • FL,GB �� MIN 7. TF 99.4 r�i $ 9 FG 6 FG `0 83.4 rn 10'+ �, ^ FG .2 I Cn 9' -- -- --- -- -• -- :� 1 186.6 GF 17.5 17.5 g 1199.4 GF FG � � 1191 .6 GF 92.2 1183.8 GF 82.6 FG FG ,��• �., FG FL-GB 17' �� ,' S o FG z _ FL-GB �. S1.40 4 10 � �� ��o. ® I .bo - I CW FF 1218.0 o 2.0% - anv Q z z ►-� .1 FSS 7.7% PE 1217.5 M z¢ 10 FF 1200.5 M N � _z � MIN. • ,�n., � M FF 1192.7 � � ® o �5' _ FF 1 184.3 � I v n c ? PE 1200.0 V_ bk PE 1192.2 0o ►n 2 Q � o � FF 1187.5 T_ N •2 � V_ PE 1183.8 •- K I 7+1 .24 � z �� ' 27, D/W 26.0 3 M r� N FG 5 � z � 92.2 Q 2 PE 1187.0 Q 16.5 17.5 r 34.31 0 W z 1200.0 Q 3 FG 1 `(0 0 3 z as w 38 10 FS FG 17.3 w Q FG 9' 92.2 Q r- 83.8 N � o FG 510. I p 5 MIN. cn FL,HP ¢ o w o' 1200.0 ►n O z 83.8 X Q r MIN I 1 .0� MIN. o cMLO FG I N .L FG 0 2�6,9 16.03' 12.4' 87.0 1 87.0 TC c•' � o_ ? 16zeC14 FG bel z FG N � 83. 1 W 35.38 22�•2 � X a 8 v _ 91 .9 86.7LO N `Y?s FL I ". O_ 20 1 5.5 1 .0% MIN. 5.5 TS cn � g a 0 za o • x w o rn © `� ^ I FL,F� .�O ZF FL>HF' 83.5 N o 20.8 5 20' 10' 21 .2 w CL = ' 85. e FL,HP I �- Y 30 'S' .1 `� m o •� 6 4 FG .4 .4 .3 � •G � RETA I N I NG WALL I N � � SW 5� $ �gj Fr „o •�• PER SEPARATE PERMIT �, I o N Ca .n 00 FF 1221 .7 o N �' 18.5 04 1212 3% PE 1221 .2 2.0% • N CL o FS 1 MIN -G' '� ov 21 ' r: \ LOT LINE ADDU r 56+52.04 co Q 10 co � � PA99-0385 'j � 56+50 27 p CD N I NST. # 506076 � ,� o B.V.C. N 21.2 cv eXIST 9 Pr) r o Ir- 20.1 FGR ROC/ • 2' S N ' a cC9 1 N N �' GRA La°e �E _ 0 FS ' 24.7 7DING PLA \ \ I� x 20.3 FL N \ f 1 .0% MIN. �. w DRA p SLOP I�� '', f , r o cn I °•' PRI V NAGE Edo t '�� �, 1 I o �' 104.35' �c' EAS ATE 10' 'EA - _ , m .� AMEN DR �X ANT 11220 Z oo TR 2 T PE A 1, A IST• 3 0'2 R GE PER DA�, �� •..-__ � �C 50 ROUG L IGNT - � N l PE 1225.3 GRADIN L I NE �. l� o - G PLAN i 0 l,: i 26-~+ O w ` .yam O O EXIST. �- _ \ .__ �� l 0 P� TELA ^-�_ �, � , ' m R Rp�,G cE DR - ' ,' / AI 100 ar, N GRADING N 3 PLAN \ �f 't� 7 \ LL. 3.32 \ cn , w ~ � i 48 / 95 • _ ; J � r7 .080 O J► '0% 40 O7 o 30.48' 75. `�•.T'''. - � � � o 20 0 20 40 60 . o GRAPHIC SCALE 45 `� PE 1 5 - N PE 1 00 Underground Service Alert -_ Med &*4 FiUsate Prost & Assw ates --- PROFESSIONAL DIGIFEERS, FENDERS & SUNEYORS ��=' ``'�-� 0 27555 Y EZ AAD, STE. 4M*TB u a. 92591 �_� __;.� �-_ CALL TOLL FREE (909) 676-6042 , FAX (909) 676-7240 _� � --� 1-800-422-4133 LDOO-033 GR LD99�- 177 GR TWO WORKING DAYS BEFORE YOU DIG L D 9 9- 10 4 GR 00 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE 00ESSIO DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 9/3/991 RBF V - •ZZ C00 ewe JT JM MT RECOMMENDED BY: DATE: �s C ITY OF T DEPARTMENT OF PUBLIC WORKS - I--, Contractor 2/6/001 RBF EEYISEQ LOIS 51 TO 56 TO PRM- -TYPEHORIZONTAL .� �c � j�l�� �y� I ans Pr epar d Un The Supervision Of s ACCEPTED BY: DATE: 3 /a TRACT NO . 23143-2 a Inspector c t or SEE SHEET NO. 1 AS SHOWN W No.43090 M P °` Exp. 3/31-W Date: 3 4 DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 2 RONALD J. PARKS "A �r�'r o VERTICAL Jf 1 �, ��� MICHAEL A. TYL A'� A,.,..,x CO Date Completed 'j o� _ _ - - f : 19 PRECISE GRADING PLAN N A F OF O��1F R.C.E. No. 43090 Expires 3 31 00 R.C.E. No. 19744 Expires 9 30 01 rf _ 0 / LOTS 51 -56 SHEET 3 of 3