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HomeMy WebLinkAboutTract Map 30264-1 Lot 1-4,74,79 Precise Grading GRADING NOTES C1 TY OF T E M E CULA 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER h RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. �s � ^ PRECISE GRADING PLAN _ 5' MIN. PA 59 5' MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' y� rR. 30264-1 LOTS 1 �4, 74 & 79 � � AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL UPPER PAD _ 3 IN. IN. MUDSILL EXTERIOR WALLS AT NOT LESS THAN %" PER FOOT FOR A MINIMUM OF 3 FEET. FINISHED - � SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. N -o REDHAWK PKWY � � � • RAINBOW CANYON LOWER PAD 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR � 8"MIN '. � � ° STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES LOMA LINDA � � 2� MIN. OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT G) ROAD 209 MAX. 6"MIN. 1> SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. WOLF CREEK S. 7 2IN -10 � � � �_ 20�MAX. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, � REDHAWK PKWY � SECTION B-B SLOPE VARIES SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE 2:1 MAX. BPROPERLY CED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL NO SCALE ILLS OVER DEEP. s PA6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS & 5' MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN WOLF VALLEY ROAD � MUDSILL ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING 3' MIN, 2' MIN. FlNlSHED SURFACE VICINITY MAP � - PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / ITE � INDEX MAP ,,. FILL SLOPES. PROJECTS �� � SCALE: 1" = 300' 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. TR. 30264-7 I PA 5' � •�� � 6 MIN. �LOP�AK.f VARIES 1 8 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ., PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 2% MIN. SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION FOR RE�►R YARD SLOPES GREATER 20� MAX. MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN � THAN S IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. I SECTION A-6. SECTION Q=,Q g, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 45.0' 45� PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 NIGH POINT p Z PAD ELEVATION-0.13' 4(.9 J � 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND PLAN 1AIft PLAN 1AR o MODEL TYPE o�,rg' ,'.Z ix � 6 <v SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING FINISH FLOOR � v � � M �,? LOT NUMBER g" �v Q THE GRADING PHASE. � DEEPENED FOOTING 069.0e �� 1069.0e ELEVATION TYPE ARA ARAG . .: '. �'Q� MIN• PER PLAN , ' o• 0 2% MSN. Z% 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE � . �' .. °. APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN FINISH FLOOR ELEVATION • + ► •' !° 35a ABOVE Pau e�EvaTioN1111--flilli = ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES 3CR-'IIIIIIIIe__1PAD ELEVATION � OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK 5' MIN. FF=1070.17 PAD=1069.50 o: ' FLOW PREVENTION DEVICES PER THE U.P.C. 47.0111 41 47.0' 4' MI '� 11 °D FILL DISPOSAL 2 SAND 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS rl LENGTH OF DEEPENED x � �06��� o PAD GRADE ''� BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF LAN 2A PLAN 2 FOOTING (D.F.) .- STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST o o ENHANCED ELEVATION ER FOUNDATION CONSTRUCTION SECTION BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A � � � PER PLAN PROPERTY LINE REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE NO SCALE PLACEMENT OF FILL. AR � RETAINING WALL, 06 , GIN WHEN REQUIRED. 1P=1069.87 Ioe� * 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES BY SEPARATE PERMIT � *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GARAGE FINISH FLOOR ELEVATION GRADING OPERATIONS. 47.0' 47.0' --� ,o6`O" RIGHT-OF-WAY 60,509 CURB LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. P N 3A PLAN 3 fr- FS FINISH SURFACE Q SHEET N0. 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND � �' TYPICAL LOT TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A N.T.S. FL FLOW LINE ELEVATION TRACT BOUNDARY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CU T AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. INV, INVERT A.V. AIR AND VACUUM A FF FINISH FLOOR ASSEMBLY 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE P � r GFF GARAGE FINISH FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH a5.o' 45.0' HIGH POINT = PAD �s+ L 1234.0 FLOW LINE ELEVATION EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE ELEVATION-0.2 MIN. A F.L PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. PA-AIII. Z*} o = DEEPENED FOOTING - � G.B. GRADE BREAK 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS u��iOUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL P 4A P N � NSTREET LIGHT ER ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING o ° 5 5' g' ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. PAD ELEVATION __ _ Mi IN. PAD ELEVATION MIN. F.H. FIRE HYDRANT ENHANCED SIDE GARA E G RAGE ESR 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. C L- -�c T� TOP OF WALL RIGHT ELEVATION NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NOTE: TF TOP OF FOOTING ENHANCED SIDE ESL LEFT ELEVATION 2 DETAIL NUMBER 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO PLANS SHOW AN OPTIONAL TRELLIS � 3SHEET DETAIL SHOWN T.S. TEST STATION COMMENCEMENT OF ANY CONSTRUCTION/GRADING. WHICH, IF CONSTRUCTED, WILL BE BY e - B 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A SEPARATE PERMIT. PUBLIC RIGHT-OF-WAY. Q BUILDING FOOTPRINTS Z �� PA NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NO'f RELIEVE THE " cc �, APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF SCALE 1 = 50' R/w � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER � OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FOR REVIEW AND APPROVAL. FOOTING TO BE DEEPENS AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND 'MEAND THAT THE CONTRACTOR SHALL � ' TYPICAL SIDE YARD DRAINAGE DEFENALL'L ABILIN RAND EALH R! A EG DTHE �INRCONNEC ON WITH ENGINETHE A PERFORMANCE OF RMLESS FROM Y 22• THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE � ANDANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 201 ��F ' V9 NO SCALE WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE F,F, ELEV, LENGTH OF OF THE OWNER OR ENGINEER, CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE q� DEEPENED FOOTING CD.F,> CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. VARIES, 6' MIN. TO 60 + EXTRA DEPTH FOOTING ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS OWNER DEVELOPER. PER PLAN, MAX. EARTHWORK QUANTITY ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES PAD ELEV, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 255 EAST RINCON ST. S.200 •� oc'i Mj � CUT FILL 3V APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: CORONA CA 92879 12 MIN, EXCAVATION 300 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert x EMBANKMENT 300 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CIN OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 951-372-85Q0 9 OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER .2 OR SUBSIDENCE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 10300) 227-2600 �0 y NOTEiTHE EXPOSED P❑RTION OF THE DEEPENED FOOTING REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. � o Carl: TOLL FREE SHALL BE FORMED, SHRINKAGE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 coNvoY COURT a� o 1-800 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 8E THE SAN DIEGO CA 92111 227-2600 TYP. EXTRA DEPTH FOOTING PLAN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713 1-0 N.T.S. TOTALS 300 C.Y. 300 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28. IE N47'45'28"W 858-560-0380 FAX LD�0-075 G a� TWO WORKING DAYS BEFORE YOU DI(i DrawingNo. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �pvEss�p .� ;��Hall & Foreman, Inc. RECOMMENDED BY: / `�� �A�' !� CITY OF T 8 DEPARTMENT OF PUBLIC WORKS °' SCALE pQ�.� �. T'�'�� Engineering-Surveying-Planning-Landscape Architecture N RIVERSIDE COUNTY 600-62-69 1970 ��►� `�9� �"y Three B�iferWorld Cr. ste. 200 Temecula, Co. 92590 � CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL � o Q�� ..._ y t N0. 21914 � Z ph. 909 294-9300 fax.909 294-9301 ACCEPTED BY: DATE:owa GRADING PLAN 1 �� STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN W exP. s-3o-o� � PREPARED BY: CISE RONALD J PARKS INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE � * ,,,�/ DEPUTY DIRECTOR OF PUBLIC WORKS TR. 30264---,l PHASE BUILD OUT PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3" VERTICAL ���� �y�� �'��e ANTHONY J. TERICH DATE: ••feed:••• LOTS 1 -4 74 & 79 �3qkkl�10011101111111F � S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 � o� cA�`�o R.C.E. No. 21914 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9130107 ' SHT. 1 OF o DATE COMPLETED 30 31 32 2 i 9 low WOLF VALLEY ROAD 1 N T �0 T � A\\ Pc ��0r o 7� TG 4 1 TC 8� 477.3 r 4 78,6 78.9 �9 78.4 �G � •� 7$•4 �G , 7 G � 8 FG �G LOT 80 2:1 2:1 . 2:1 LOT 80 �! rr --� 82.57 •�� 2:1 ` -� � p mom- -- .� CA �' FG 82,51 A V �-O `-.l �' 0 1082.47 r FG c� rn - r � 3.88 ;�, � • , ,cn H.P.911 i. k 1l?5.7g o FG u� uAli 3 k r mom 00 (Y1 k t k r i ' ;.4.rf..:F.. Q �j t�':O•V k i��.y r 3� �'a it � 'J 4 k x� V r • c k " 9 � s k y :5 H•p - 3 3 3 5.9 a k a5.8 82.77 �.._. IS r 4 � ! �/' a� .OrA ��`-Ire T �w�--. F'� ,, 5 1 G • 82,6 6 L . 82.1 'rjk r41¢, !341 t FG FL 82.1 S MODELS FL 1� .5 MODEL M MODELS PLAN 1 A A. 83 � 8 PIAN �A PLAN 3A • = 27 ` z MODELS PLAN 2AR FF 1083. a oa► • �•h j FF=1084.47 EF=1084.47 = 7 o to © = 83Aa PLAN 1 A FF 1083.5 PAD=1082.6 L plA� .87 � PAD= PAD 10 F 4 = PAD= & -� ���oa ,0 FF 1083.87 DF N X10 51 •9 pAD PAD C)0 82 .G � 0 81.5 a X3.62 5. 5ro 81.5 FG L GB fG 5. 82,09 FL GB AV �•� 82.50 �.� Fc t 8.5 �- H Dk �� GFF=1082.77 FG "MMA 1., rr �� A G 5.4 5. •� o 0 CP Eff P0 Co , _, 5.0 o DF y o 0 rti co csa o 'r�' � W `'' 0 L.-46.79 • A v R/w Fs E5 Ap 8 2.18 1081.18 10 0.89 n ry �' 1080.65 Q � �9 1 1 7' � 1 1081.46 1081�14 + ��, �G 1080.30 ° •77 1 0o TC - + T � � TC T RIM o, �A�, tx IM TC T •d 'o O)f OEWE a, x , 13 c312 11 N P- r~ W W r >► � �, r 24 RCP � � �? 24 RCP Q' . ► co °? CD •� . $--WXTE 08 .9 o c� 80:85 T061.5 a - TC -' Z---- - J TC �`' TC o '� 1080.54 8"-11�f3 �f E ,(S °a TC TC IL-�j R AIMING A 1.46 81.3 R y� 81.4 80.9 . B EXIST 81.6 / FH G f< I .,�PER UG $ Ndt IF 41 --' Cp �'" C9 p Q 811 p j (� . 0 pail (0 •� 714 �� G� co Co � -� Co • Co •O • -s PO 01 0 � ti ao \1 w `? O �, 6• o DF = FF=1082.87 = 052,57 . 7 GFF 1x83.17 .4 G D 82.97 6.0 82,68 82.29 82.90 8 •62 6.7 FG FG •oo FG FG 82.0 82.79 9 81.7 81.5 82.3 FG 4 FL GB FL GB FL GB PLANS SHOW AN OPTIONAL TRELLIS 82. FL GB 82.0 D�' 82,54 B 0.0 FL G FL GB oo FG WHICH, IF CWILL BE BY 81.8 -� • � 81.6 -' 0 0.0 o FL Ge :� � SEPARATE PERMIT. q -t F • 0.0 .�, L GB 0.5 v z PLAN 2AR PLAN 3C DF' FF=1083.07 0.2 ;8 0 0 � 0 PAD=1082.4 �' • FF=1083.97 82,6 w PLAN 3A . PAD=1083.3 33-.0 PLAN 48R - FF=1083.37 FL 82.1 82.7 FF=1483.87 FL 82.4 82.4 82.57 FL 3.47 FL 17 PAD=1082.7 /FL PAD=1083.0 83• FL FL 6• 82.57 FG FG 82.87 FG 83.17 82,87 FG 83.0 FG03 l FG FG 5.9T082,37 - rig! i..i!.4.<: • ?. ; j •^ . , gr .� _.� ,�, N.P. 5 0 .�FL �� , li �. c� 82 64 h4 Re��....��s, 083.27 �, 1, _ . 1 _-.4 3 Fr � � r 1..::x '� ,'�s `,�.�� p r, r'I S � FG a c �.c. t Q t } 14 r tt O rp :1 It w 6 33 hl ) '� a (i .r , o� 82.40 .� H.P 82.9 82-�� �- . �► cn 82.96 - FG o >0000"FIG FG a) FG 2:1 7' 2'1 56.67' 2:1 56.67 56 6 2:1 6 20 0 10 20 40 80 RETAINING WALL EXIST, N PER ROUGH GRADING PLA 1" 20 ' GRAPHIC SCAB Underground Service Alert g e y o Call: TOLL FREE 0 1--800 227-2600 LD06---wO75GR TWO MAMNG DAYS MORE YOU DIG 1 • Es A � DrawingNo. BENCHMARK �o� 310 .fall & Foreman, Inc. DED BY: DATE. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D Q �, RECOMMENDED SCALE o �q OFDEPARTMENT OF PUBLIC WORKS �- - 1970 �' �► Engineering•Surveying•Planning•Landscape Architecture CITY TEMECULA RIVERSIDE COUNTY 600-62-69 69 `v Three Bet#erworid Cr. Ste. 200 Temecula, Co. 92590 CONTRACTOR 1' EAST OF CONCRETE POST MARKER HgRizoNTAL � �, BRASS DISC SET v, Na. ����,� Ph. 909 294-9300 rox.909 294-9301 ACCEPTED BY: DATE: STAMPED 68 RESET, 2.9 MILES SAEw ALONG PALA ROAD �► �, RONALD J. PARKS PRECISE GRADING PLAN AS SHOWN w EXP. 9--,30-07 r!, PREPARED Y. FROM POST OFFICE AT TEMECULA 29 NAE, OF THE �► DEPUTY DIRECTOR OF PUBLIC WORKS w•. INSPECTOR ,, ./ . . . . TRACT 3C�2 -�I LST1 -4, �'CPAVED ROAD 5 NAW. OF TELA POLE NO. 6295, CAWTw 3 �' V _ ' STANDPIPE. ELEV. 1039.378 VERTICAL •�j► 1 it � '" ANTHON J. I DATE: •ff98 'A•' S.wA of 36 CONCRETE � o .� LOTS �4 �t T9 SHT* 2 of 2 DA��� R.C.E.No. 21914 EXP. DATE 9--30-07 R.C.E. No. 19744 EXPIRES 9/300&07 DATE COMPLETED .� �__,�.��,,,,,,1,_.,,,.,