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HomeMy WebLinkAboutLot 11-17, 26-3 Precise Grading N I M TA HOTPRECISE GRADING PLAN <�LOTS 11 176 ND A 2 31 OFTRACT NO. 25004TE � quo GRADING NOTES CITY OF TEMECULA, CALIFORNIA 9� a 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES PHASES 8 AND 9 GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. s� 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 AWAY FROM THE TOP OF GRADED SLOPES. s FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 'A" PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 4. PROVIDE, AS APPI ABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS, 0R PROVIDE \ GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE �Q 77 .. ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. �` 78 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, \ 79 -r 76 OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO \ \ SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. i 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A i \ P �P 75 ` WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING \ \ \ 74 PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION i \ \ 73 VICINITY MAP AND LOCATION OF CUT/FILL SLOPES. ___1 N A 0 SCALE 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. -� 1\ \ 60 61 Al 62 \ \2 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS Q INVESTIGATION BY GEOCON, INC. DATED JULY 2, 2003. TWO SETS OF THE FINAL COMPACTION REPORT SWALE 1.t MIN. `�P \ `` 72 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN \ \ \ \� 71 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. N ` \ O - ` � \0 70 LEGAL DESCRIPTION (PHASES 8 & 9)� 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE 4, R - r 59 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO 3 SWALE SWALE 2 63 \ \�o BUILDING PERMIT CLEARANCE FOR EACH LOT. H� v, b \ �►\ \ \ LOTS 11 THROUGH 17, AND 26 THROUGH 31, INCLUSIVE, OF TRACT N0. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 5' WIN. \ 11 in 58 64 \ \ 69 RECORDS OF RIVERSIDE 25004 RECORDED IN BOOK COUNTY, CALIFORNIA 25 OF MAPS, 1 11 ao in FRONT 4' MIN. 1' 5' MIN. 65 \ \ \ 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO SETBACK LINE " �1 1 57 1 \ \ N PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. 6 MIN SOP �I �1 N 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, s6 66 ,�� \ SOILS ENGINEER GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR TO �9ti 18" MIN. 0fc, �� �O 67 \ GEOCON INCORPORATED THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 41 IN VERTICAL HEIGHT SHALL HAVE PERMANENT - I 55 �\ \ 41571 CORNING PLACE SUITE 101 IRRIGATION SYSTEMS WITH BACKFLOW PERVENTION DEVICES PER THE U.P.C. EXIST. 2.-1 SLOPE 20% MAX 11 O 68 MURRIETA, CA 92562 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF PER ROUGH GRAD. PLAN - T 1 52 53 54 w\ _ 951-304-2300 PHONE 1 WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON �" \�P\v \ \ I 951-304-2392 FAX WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL TYPICAL LOT DRAINAGE TYPICAL SWALE-SLOPE _ _ _ �� ► suz� 22 � \ APPROVE PLACEMENT OF FILL. OWNER /DEVELOPER: NO SCALE NO SCALE 50 5� \ 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. _ _� J� 49 21 I KB HOME PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM - I\ \ SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. r11_ BRIAN FREEMAN L0 \.. 26201 YNEZ RD. SUITE 104 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ­N­�- -N- -) I 48 23 20 \I I TEMECULA, CA 92591 PROPERTY LINE 04 ( 19 I I 951-587-3310 PHONE 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE GARAGE - O 47 24 I 951-506-1722 FAX SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR FRONT SETBACK 20' MIN. Z ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. -F-- PARKWAY10, - f- 46 25 18 11 BENCHMARK: 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 1 U PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN �p - - Q- Ifi 45 26 lo17 SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH REPECT TO ADJACENT GROUND SURFACE IS REQUIRED 6' SW. � IK//1 COUNTY OF RIVERSIDE B.M. NO. T-46-81 RESET 1997 THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1 9. 12X MAX ~ 7 6FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. 2X PHASES- 44 2II I 1 .7 MI NW ON FRONT ST. JEFFERSON AVE. TO THE INT. TT ABIDE REQUIREMENTS IN IN STREET ST./ JEFFERSON EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL B DE BY THE REQU EME S OUTL ED THE 8 � � -7 � 15 I I OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE CITY OF TEMECULA GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. 04-04 THROUGHOUT THE 4328 II II I ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION I SANTA GERTRUDIS CREEK, 55.5' E'LY OF THE C.L. OF ACTIVITIES IF APPLICABLE. _ - _ 14 TYPICAL DRIVEWAY 42 29II II I I GERTRUDIS WINCHESTER RD. AT CREEK 4.5E,LY COR WILYOFSBRIDGE IDE OF CREEK. 18 EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION 13 I OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NO SCALE I 41 30 H-- I ELEVATION: 1097.163 19 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 12 III II I I CONSTRUCTION/GRADING. - _ - 40 31 11 M I I IIILLJS, II I TOPOGRAPHY 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC I RIGHT-OF-WAY. 39 32 W I TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM = 10 II II I APPROVED ROUGH GRADING, STORM DRAIN, AND STREET 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 38 33 N I IMPROVEMENT PLANS FOR TRACT NO. 25004 ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING p I g 11911 I I CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 00 N I EARTHWORK QUANTITIES THE CITY ENGINEER FOR REVIEW AND APPROVAL. C"437 p I l l 37 36 35 34 8 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES 00 I CUT 1,300 CY FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED N 7 I FILL 1,300 CY ACTS O SWATER QUALITY REGULATIONS. CONTRACTOR RYITE R IS RESPONSIBLE FOR Q II I I IMPORT/EXPORT 0 CY OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO SDISTURBANCES OR ONIA LANE GRADING. 6 1 2 3 4 5 N 1171 3"w SHEET INDEX UMN13 16,"V 2q.00 I SH. 1 TITLE SHEET AND INDEX MAP 2- SH.127"q SH. 2 PRECISE GRADING PLAN LOTS 11 - 17, 26 - 31 N8 '30'1 "W7 17 •0112�018MW ;3.00 I M I I I I 81 30' / N 9'S7�03, WI NEER'S NOTICE TO THE CONTRACTOR: PRIVATE ENGIp TRAOT NO. 21500+ -1 211II17 I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR I I r I / I I STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF NII I ANDREWS WAY II II I Medofer Engineering, Inc. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO - - - - - - EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE M I I► II I I 28610 Midsummer Lane CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO Menifee, CA 92584 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES INDEX MAP NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 909-816-5830/951 -301 -6792 fax OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. » medofer-eng0comcast.net SCALE: 1 = 150 WDID # 9 33C322766 LD05-204GR Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Designed B Drawn B Checked B DrawingNo. Q�pFESS/pN 9 Y Y Y �` A F�o(�y M.A.M. M.A.M. M.A.M. RECOMMENDED BY: DATE: YZ La n5 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal �, Plans Prepared Under Supervision Of Call: TOLL FREE Contractor y Z lOG TRACT NO. 25004 1f� SEE ABOVE AS SHOWN m ACCEPTED BY: RONALD J. DATE: Zf PRECISE GRADING PLAN -800 Inspector � No. 47604 Date: �Z �' es DEPUTY DIRECTOR OF PARKS WORKS III ���-��0 0 Vertical EXP. 12-31-07 MICHAEL A. ME�_ _R •• * * $A ;"...° LOTS 11 - 17, 26 - 31 Date Completed `sp, C I V il. 47604 ,2�3,X07 PHASES 8 AND 9 TWO WORKING DAYS BEFORE YOU DIG N A FOF CA \5 R.C.E. No. Expires R.C.E. No. 19744 Expires 9/30/07 'r%•��� TITLE SHEET Sheet 1 of 2 ,247.5 4U 12Fc5 J 1251.1 41 12F�' J 1254.7 4t'. PHASE43 3 (LD05-097 R) - ,254 7 �� �� I Fc- PAD=1247.5 � Fc PAD=1251 .1 -� Fc PAD=1254.7 FG 1258.3 ,25 3 FG PAD=1258.3 -� ' 1261.9 PAD=1261 .9 1 1265.5 126 .5 1268.3 - _PAD= - - FG PAD=1265.5 F j FG " „ „ " " „ 57.59 1 50.8 65.20 N00'29 13 E 1 1 4.1 65.20 Noo'2913 E 1 1 7.4 65.20 N00'2913 E 7 4 1 60. 65.20 N00'2913 E 1 1262.4 65.20 N00'2913 E 1 4 67.04 N00'2913 E FT' " FG G G 1263.7 = 20 I ,� , I I I t ; . oz 1 PAD= 0 0 I Z o f\ r Z � IZ L I Z IZ I � C. 8 TW1250.80 TW o0 1 Z � o � 0 I z 0 249.47 0 1 54.1 TW 1 1 7. 0 1 0 1.OX FL/HPto 252.77 00 IR 1.07G� 0 4 I `L4 L H w/; JF L a► H o 1.OX 1.OX mo o.- 1 1.OX �1y ; 1.OX .OX 1.0X 1.OX . *1254.13TW 1253, -i /� � a 1 E ;n z_ 1.OX 1. 1 52.77 TF ;n z_ ;n z 7.4 1 1.7 ;n i � I I , - 0 0 0_ 1250.1 NI� �'� 11111L � 1• 0. 1 6 .0 FL I I I 1 6 .4 1 FG 4 1 50. 1 50.8 14.4 4 1 •4 -j 0 1 57.4 1 60. 12 .9 L 1263.7 1 6 .7 1250.1 31 _ f 5.4' 0 1 50.1 1 4.1 - 1256.6 © 6L 1 0. G I 8. , 1 3.0 9.D oN 29 , .2 28 I , ,� b 26 � FF=1251 .47 5.0 �o �� PAD-1250.8 ' s4.1 Q 2.0 Jo - 10.2 FF=1258.07 Jo I FF=1261 .57 I 27 ( Jo FF=1264.37 9.2' PAD=1257.4 PAD=1260.9 FF=1263.07 -U- A PAD=1263.7 w PLAN 3-A _ O N o ih O CV 4 O N �o RETAINING WALL � FF=� 254.77 4.6 LF ,� I 9 4 LF PLAN 3R-C I PAD=1262.4 0� I � PLAN 3-B v, J PER SEPARATE PERMIT PLAN 3R-B J 0.1' F J o o - I Q PAD=1254.1 Ln Nrn I N� 6.0 - PLAN 1R-A I Nim PLAN 2-B O=1 7 - =1 57.57 GF=1261.07 0 9 J o _ �') 1 50. RETAINING WALL 1 57.1 I 1 6 .8 �t U o K I 1 6 .4 LL- PER SEPARATE PERMIT o 0 in LL- n o 0 K o 10 LF 10 LF 0 1 54.1 0.6' DF 0.2' DF J o t 8 LF r- 0 1 50.8 1254.1 4 LF O I 4 LF O I CO-"/ FG 0.5' DF I O 1 .7 O 0.7 DF O 0.3 DF p =1262.40 O I 1249.4 = 1256.7 1 .1 1260.6 1 5 J261.0 FG 262.3 B FL/ 1 7 , 61.0 1 49.4 B 1255.9 FL 1259.5 G ,�, K L 164 N 11t N K 1 S .7 N N h IaK0 6� K to o 'S FL o LO �X o c i "i 1� o� 'L • •L5 a0 N 1 N k N tui \ N !tC I �i I �'c `nI I 1 47.72 1251.6 1 5 .4 1254.99 1 55. 0 1258.15 1258.56 1 .44 1259.85 1260.84 1261.1 FS FS N 00'29'13" E 65.20' N 00'29'13" 65.20' N 00'29'13" E 65.20' N 00'29'13" E 65.20 N 00'29'13" E 65.20' N 0'29'13" E 67.04' N 00'29'13" E I Nc° � I 1 4 . 1 4 .7 1 1 1 1 1 1 1. - - - -I- - - - - - -TC- - -I- - - - - - - T ' - - - - -� - -^ - - - - z - �- - - "� - � - - L- - - - - - - - - � - -IC - - - - - � e �- - - - - -�- -°0o- - - - -1 - - - -- - - TC- 1-� - I I t I -i - - - - - o - -� $ io �o o - - -� - - I LI I� (- - � - - + + SHREE RdAD I I � � 10D -j �? �! � 1 16 I ci I 1- Q 1 - 1 U - U cid I - ci I L=15. 1' _ - - I -T 1250.18 - I - _ 1 - - - 1 - - - - - - - - - - - - 1 - - - - D=o'4 '05' I - - - - 1 - - - - - - 1 - - - - - - - - - - - �� a - - - -1 - - - - - - - - �- - - - - °f 1 M `O I � ° I N `2 + J IM,, I 1244.86 + � I 1 .1 I + � 1 1.4 + � I '� 1 4. + � 1 7. 1 + � 1 + � 1 1. CN 1262.2 � U � U ^ U O0U °aU - U T 12P.1 I I 1257.47 1 S F 64.60' N 00'29'13" E 64.60' N 00'29'13" E 64.60' N 00'29'13" 62.40' N 00'29'13" E 60.40' N 0'29'13" E 60.53' N 00'29'13" E 44.97' N 00-29'i3" E 1 45.44 1250.1 1, 1251.98 1252.79 1256.7 1 \11.260.05 1260.39 1261. 9 1 1 1250.6 TW * F S 1257.13 TW F it K 1259.77 TW S� 1262.80TW FS S K b 1247.30 til _ �) k�' Q' o N} 1257.10 .�. c+ rn 1260.80 �1'�' rK N rn} 26 N ao �e O o _� 1257.7 1 oN on i °07 3a I o 'n N ad1 K t 1 60. of 0 10 orifi N TW 1 51.1 !t os K >K 1 .f N 0 1 1 6 . r�$ 1 48.0N7 °_° ORrl- u� �� 1 54.4 1 58.5 257 7 1 60. 1. TW 1 W Ln 1 1262. S C I 51. 1 c0 _ 1 1 5 33TW N N 1251.9 5 TWy 1 ,, GF-1259.10, 01 1 L 7. L FG Jo 1 1 1261.6 = 26 . J� O FG GF= Jo 12602 OOTF -u _ 1 249.3 O 1254.4 TW Doo FG ^o o-- 1 1. 4 F 1263.5io;n Jo 0.7 DF Mo oL1248._8 G Jo O O 1253.80TF Jo Jo ^o O 0.8�DF 1264.0 FG '-0 2p �.1 �6 r" oi� �� 10 LF .5 �0 0 a; o� oZn 1264.13TW N J8-5.0 © �o �o �0 1 O o1r 0.7' DF o'v r- O� g Byy 1260.80TF -0 5.0 o �� 1 5 1 5. 17 BW Jo Jo 50 1 .4 4.3' FF=1264.67 ``n 00 Cy) Z 11 FG 0, �� oN � 15 � J00 0o oo o ^o o� 7. W c = =1 BW W o `° ��= o PAD=1264.0 o� FF=1249.97 , . ' o Jo Jo 7.4' FF=1262.27 16 o w 6 � �� 13 FF=1259.77 PAD-1261 .6 J ao � PLAN 2_-C Jo PAD=1249.3 v 0.4LDF PAD=1259.1 - ,�,� FF=1263.47 0.6 DAF m OCV PLAN 2R-B o �o FF=1253.27 Jo FF=1256.47 J� PLAN 2-B " I J� PAD=1262.8 J� RETAINING WALL ,�, Q 0 �� PAD=1252 6 PLAN 1R-C o;� o oma, oN oN � o� 7. PER SEPARATE PERMIT-� 0 U-U- �o ' o PAD=1255.8 �o O� I � PLAN 3R-A �� rK K o� ,t a- -J o o� RETAINING WALL 5.0 rK K K o RETAINING WALL K o �� o J`` O 1264.0 PLAN 3-C � 0 �� U- U-M �i PER SEPARATE PERMIT -j Jo PLAN 3R-A Irt -J �0 1251,8 PER SEPARATE PERMIT o 1 4 . 0 oN 5.0 o6 o� Div RETAINING WALL �o 1 0 0 1252 6 RETAINING WALL o RETAINING WALL 5.0 0 1261.6 6 ' 0 5.0' PER SEPARATE PERMIT 1 63.3 1249.3 LL- PER SEPARATE PERMIT PER SEPARATE PERMIT I Jo Jo 14 . E 155.1 15 .4 1261.9 L o l 1259.1 L G 1 Fl. o o� o Z 1 4. N K 1255.8 tq 1 0.9 'r N I 1262.8 ,t Z Nim G 1 5.3 TW 1 O- 126 .5 1 O z 1 4 47 O z 1 .1 2 1262.00 1248.6 1 52.63TW o z FG w 1 4 1247.97 TF in N�� 1 52. 1255.1 Nle Ln 1 jj c�i�� 1 OX 1.076 x 1 6 `� FG 1 4.13TW~! 1. X V o �1.OX LHP 1.OX L °' L FL HP 1260.8 4 Q w 1.OX 1.076 Ln 1.OX 1. � 1.OX 1.0 - j 1.OX 1.OX, rn _ N z 1 49.30TW `° TW N '`' `-- 1 I 0) 1262.007 I� 1247.97TF k LHP 1 �? FL H 1254.47TF FL/HP FL HP 1 62.80TW o z ry ^ 1249.3 1260.80TF - ?�?t � ; t _` 1252.6 ; b t; K 00 - 'o �I� a^o ?�N NN 1 49. ?� I CS I oz I ^ K I ^ - a = - - _ o .-�� 2:1 � 1255.8 1 59.1 1264.0 1 64. SLOP ' HOA E E HOA \ \-FGI I 1261.6 1 1. 1262.8 _ - �- ASEMENT EASEME - 2:1 NT HOq 0 20 40 60 80 _ - - - SLOPE 121 fASEM ' 1259.1 / / 2:1 SLOPE 2:1 SLOPE 2:1 SLOPE 2:1 SLOPE St opt fNT �- CONCRETE BRO DITCH PER ROUGH GRADING PLAN ------------- Medofer Engineering, In`i. 6 N 02'40'26" E 64.65' N 02'40'26" E 64.65' N 02'40'26" E _ / �- � 62.45' N 02'40 26 E 60 402'40'26" 28610 Midsummer Lane LOT i / -� "CJ� OP � N E 60.57' N 02'40'26" E 63.22' " EN SPACE N 024026 E Menefee, CA 92584 MWD 909-816-5830/951 -301 -6792 fax EASEMENT) medofer-engOcomcast.net WDID # 9 33C322766 LD05-204GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed B Drawn B Checked B DrawingNo. Underground Service a SCALE c 1 FESS/,04, 9 y y yOF �p9 A MF SC M.A.M. M.A.M. M.A.M. RECOMMENDED BY: DATE: CITY DEPARTMENT OF PUBLIC WORKS Call: TOLL FREE Contractor Horizontal �4� �,`�'� ��� y�, Plans Prepared Under Supervision Of �, 'D m ACCEPTED BY: GATE: 6 TRACT NO. 25004 1 -800 Inspector SEE SHEET 1 1 = 20 No. 47604 r Date: �Z �9 OS RONALD J. PARKS PRECISE GRADING PLAN II 227-2600 C o o Vertical * EXP. 12-31-07 * MICHAEL A. MEDOF DEPUTY DIRECTOR OF PUBLIC WORKS ^; ,;F,?A. V Date Completed l� CIVI%- �• `A LOTS 11 - 17, 26 - 31 rf F�` ' R.C.E. No. 47604 Expires 12/31/07 19744 9�30�07 ,, ::;::19 ::::;:' PHASES 8 AND 9 N A OF CALF P R.C.E. No. Expires r Sheet 2 of 2 TWO WORKING DAYS BEFORE YOU DIG