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HomeMy WebLinkAboutTract Map 29798-8 Lot 24-28 & 41-45 Precise Grading � GRADING NOTES CITY OF TEMECULA U 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & W SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER LIJ PRECISE GRADING PLAN RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 5' MIN. P/L 5' MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1 X DRAINAGE TR. 29798=4 LOTS 1 =20, L T 4'1 -44 , PR0JECT SITE MUDSILL SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 TR. 29798-4 MIN. ' MIN. ' MIN IN AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL TRa 2LOTS EXTERIOR WALLS AT NOT LESS THAN X" PER FOOT FOR A MINIMUM OF 3 FEET. L T 41S 5 UPPER PAD FINISHED MUDSILL �t� qTE 1 _ o s M N. SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. • 23 24 47 - �r LOWER PAD v �9 �~ �r -� t 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR WALLABY WAY - 6�M+IN• p STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES '� 4 23 24 45 44 1 29 MIN. OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT 1 46 209 MAX. 6"MIN. a SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 43 47 -o REDHAWK PKWY 41 20 21 40 122 25 \ 29 MIN. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, 2 209 MAX. SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE n 57 SECTION B-B SLOPE VARIES LOMA LINDA 42 19 22 39 21 26 AG�,WS a NO SCALE 2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL ROAD 43 1 3 2 FILLS OVER 1 DEEP. RAINBOW CANYON 1 18 23 38 20 27 6. A REGISTERED CIVILENGINEER H EE SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS ROAD �° s 4 43 MUDSILL 5' MIN. P/L DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN REDHAWK PKWY 68 44 17 24 ��, 37 -� 1 28 41 42 3' MIN. 2' MIN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING z G 5 1< FINISHED SURFACE PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT �J► G 18 29TIM > FILL SLOPES. / / 1 g 25 36 J► -V3 6 �� r 1 I AELEV, 5 \ 35 ?'��►�� rn ROUND OFF TO 17 40 �~ "� P/L c a .T 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY MAP WOLF VALLEY ROAD 5 g � 15 26 �d 7 aww 10 5' N. SLOPE 1 XARIES 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 34 r 8 1g 31 \ 3gPRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC., DATED SEPTEMBER A 1 4 7 27 \ 15 32 0 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE \� \ 33 g 38 29 MIN. PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 13 28 FOR REAR YARD SLOPES GREATER 209 MAX. MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE 3 8 14 33 1 THAN 5' IN VERTICAL HEIGHT . WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10 12 2932 1° -0 37 _SECTIOi� A-A SECTION C-C 34 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN 2 9 3 t1 13 NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 42.00 42.00 42.00 11 30 31 36 MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 1 10 12 35 1 swomw 1.OT 13 TR 29305~1 LE ROAD w PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 NIGHT - z .. o J 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND FINISH FLOOR 2 � SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING 3A 3B 3C 9 �"Q THE GRADING PHASE. i_ o r .A HIGH POINT o cv q PAD ELEVATION-0.13 29� MIN. 2% MSN' 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE cv n r• MODEL TYPE 2x ���Q. � ° . .o n �A ' I I-11111 IIIII=IIIII APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN GARAGE GARAGE GARAGE in? LOT NUMBER ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES DEEPENED FOOTING p69.06 1oss.o6 ELEVATION TYPE OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK PER PLAN 8►► 35 D FILL DISPOSAL FINISH FLOOR ELEVATION INDEX MAP FLOW PREVENTION DEVICES PER THE U.P.C. ' 8 ABOVE PAD ELEVATION SCALE: 1" = 200' 2" SAND 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 3CR PAD GRADE 5' MIN. PAD ELEVATION FF=1070.17 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF PAD=1069.50 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST 40.00' 40.00' 40.00' 4' MI " BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A FOUNDATION CONSTRUCTION SECTION REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE LENGTH OF DEEPENED x ® INA c PLACEMENT OF FILL. FOOTING (D.F.) -- NO SCALE ENHANCED ELEVATION ER 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES PER PLAN PROPERTY LINE *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 RETAINING WALL,- 2A 0 2C o o• GRADING OPERATIONS. � 2B WHEN REQUIRED, ray BY SEPARATE PERMIT GF=1069.67 61 L E G E N D 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. GARAGE FLOOR ELEVATION-- FS FINISH SURFACE Fil SHEET NO. GARAG •�� od- RIGHT-OF-WAY 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND TC TOP OF CURB PAD 1200.1 PAD ELEVATION FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A 60.50' CURB FL FLOW LINE ELEVATIONREGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND ----- TRACT BOUNDARY FILL SLOPES OVER 30' IN VERTICAL HEIGHT. INV. INVERT 42.00' 42.00' 42.00' TYPICAL LOT FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION N.T.S. RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE GF GARAGE FLOOR ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH A 1234.0 FLOW LINE ELEVATION EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE P I F.L PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. RICH POINTPAD + L DEEPENED FOOTING 17• EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS ELEVATION-0..2 OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL P/L. N A G.B. GRADE BREAK STREET LIGHT 1A � 18 � 1C � N�� o � � ER ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING 4 n ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. ►� r- > FIRE HYDRANT TW TOP OF WALL ESR ENHANCED SIDE 18• EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 5 5' 5' RIGHT ELEVATION NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. GARAGE GARAGE GARAGE PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. TF TOP OF FOOTING ENHANCED SIDE " � 2 DETAIL NUMBER ESL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO CL__ C 3 SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION/GRADING. K K NOTICE TO CONTRACTORS 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A BUILDING FOOTPRINTS B A B 5 PUBLIC RIGHT-OF-WAY. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR I SCALE 1 " = 30' JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF o���+ PSL AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE f. DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER m FOOTING TO BE DEEPENED °° 4 '� co F.F. ELEV. Raw AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF FOR REVIEW AND APPROVAL. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE VARIES, 6" MIN. TO OAF 2p O� OF THE OWNER OR ENGINEER. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE m 6" + EXTRA DEPTH FOOTING 4� ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF I 1 PER PLAN, MAX. LENGTH OF �� STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PAD ELEV. DEEPENED FOOTING (D.F.) TYPICAL SIDE _YARD D RAI,I,V,AGF CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 2 0 NO SCALE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. " 12" MIN. UNDERGROUND STRUCTURES ��- EARTHWORK QUANTITY ESTIMATE NOTIFICATIONS OWNER ZDEYELOPER: $ ALL UNDERGROUND UTILITIES OR STRU REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES a CUT FILL AND THOSE SHOWN ON THE RECORDS ED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 255 EAST RINCON ST. S.200 •� NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING EXCAVATION 850 C.Y. APPROXIMATE LOCATION AND EXTENT. WNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: CORONA CA 92879 SHALL BE FORMED. PROCEEDING WITH IMPROVEMENT PURSUA HERETO AGREES TO ASSUME LIABILITY AND 951 -372-8500 Underground Service Alert EMBANKMENT 850 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR 'Y DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 an TYP. EXTRA DEPTH FOOTING PLAN SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER .� qr Call: TOLL FREE N.T.S. INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. 1-800 DUE PRECAUTIONARY MEASURES TO PROTECT UTILITIES OR STRUCTURES SHOWN AND BASIS 0F BEARINGS 7715 CONVOY COURT IMPORT/EXPORTANY OTHER UTILITIES OR STRUCTURES FOUNa"tlE t THE SITE. IT SHALL BE THE SAN DIEGO CA 9211141 227-2600 CONTRACTOR'S RESPONSIBILITY TO NOTIFY E WNER OF THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 858-560-1713 41 TWO WORKING DAYS BEFORE YOU DIC TOTALS 850 C.Y. 850 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47045'28"W 858-560-0380 FAX LD05-033GR � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKSCALE eROFLSs,oN lall & Foreman, Inc. RECOMMENDED BY: DATE: DrawingNo. �,° W. 0o q� Engine i Planning-Landscape Architecture CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 ��, CONTRACTOR � HORIZONTAL ,� � s y , ; ' a Temecula, Co. 92590 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER 0 NO. 1s52s z Fax. 9s, 699-089b as" STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD �; m ACCEPTED BY: DATE: PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN * EXP. s- o-os PREFAB RONALD J. PARKS AREA 1 B PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. 3' s,, ��j_�� DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 4, VERTICAL q " S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 rF C VIS �`' DATE: �.•. TRACT 29798-4, LOTS 1 -20, & LOTS 41 -44 a of C A`\F o FRED W. DOERGES i98�•'•. .c DATE COMPLETED R.C.E. No. 1652 EXP. DATE 6-30-0 R.C.E. No. 19744 EXPIRES 9/3O/05 TRACT 29798-8, LOTS 24-28 & LOTS 41 -45 SHT. 1 OF 5 JN 34001 DATE: 4-04-05 17 1062.64 1 I - - - - 1 RIM 19 -- _------_...- -� -T RETAINI�� WALL - -�_���• _� - - - - - - - - I- - - - - - - - - -� - - - _ � 1 1 ~ _ 21 ; I - ---------.- -- --- -6Y-SEP�BATE PERMIT - WALLABY WAY Y �� ►-� 1061.55 1073.00 1062.13 � 1063.92 T.C. 1070.77 T.C. T.C. T.C. T C 1075.04 1077.63 1 61.25TF o 66.59TW q T.C. 1077.26 T.C. 61.25TF V/-4 62-59'-F T.C.fN I IN Z7 Lt 1 - L� 88.00' - � �,' ., +r "� TR. 9798-8 39.1 1 ' L=33. AV AR coo 0 �o ��9 9 1% MIN 64.6 6 .92TW o 2:1 2:1 - - 2:1 2:1 L=45. 75.0 .� _ FH 6659E N FL/GB ° s� 6 .58TF I - - - - - - - - r - - - - � .0 FG o ~ � � ` � 10. F 1 64 15 r- CO / I I 1 FG 1 MIN _ 4 z 4�- 1 I n F0 0 r- z 4 8 1 4 5� 74.8 o C'q � 75.6 \ `. t ❑ Ln 0 N .� 47 46 1 �t HP ® FG 75.6 1 , M I CO L� .lam N � 0 I �o co►l - L0 co "� ' I I 1 75.17 0.1 1 V- 75 1 I 0 `n soh CO tD ``' o 0 `° cn 1 I 1 FG D F 3 CP- 1 r� (- I r� Z �Q Z � � � ro � �� � I G 1 MIN g � � 74.5 a I 2.0� 10.2%-- CDI I I PLAN L o' ° \ o +28.00 5 pF 1 In 10 Q m o o o (n °�° (n L 16 i cn I 1 1 3 B R 1 lui %' Ln -1 o o o`° `� WY 7 rn �; 6197 T MIN 1- NOO]l i. (1' i.- 1 1 F.F. 1(N ® 'n -'0 o I I 1 1 z ^ -' 7 4130 ITF 5.77 1 ® MIN 2.5% 12 I AD 075.0 FG 1 I I 1 � 74 I I I 101 .73 �' I I 1 1 � � 0.0' . 74.0 "` 9 %' 3.8q DF � FL G N FL � 7 64 �m no o OO.od I I I 1 1-co ' D OP GARAGE 0.3 1 4x30 F (y o 9.6% o + I 1 I 1 F 1074.67 ►� z DF I 1 r I rn aoio 0 0 � (� �r i1 co LO CD (off` CL 16 lei LD c� o o QD 0 LO � `n Q 1.() o 00 o co U- �`'� co°` DWY � 1 I .n 1 � 74.6 � PLAN o I co�, � co i� �ii r- i� FGJ6' 9\° Ro og, 75.10. �- Z (D 0 � Q I L6 a- o 0 1 1 I 1 1 DF fi, FF 7 1 � Qr I o 1 0.7' 9110 p 6.27w AD I j QE IN Q u� m 1 I a 74.30 75 0 75• 1 1 Q z MIN o o° 0' , 2 1 1 MODEL SITE 1 FS FG o3 746r- (� 1 -M 10 n • 0- o � �� °' II 18 1 FL s .� I I Z� N I (C)0�J � o o m o o � � 1 18 � ` I 1 � �IC� 1 3s o pF F 1075GB 5'+ co i� co t� \ I 1 9 0 74.3 0.7 ; 1 cw 1% MIN I N rn FL GB DF 1 I N 1 N r`n- \ I I 1 2:1 73.01 ►� 5. 1 7 30 1 i 1 o t° �, N \ I I 1 L=52-17' FS c" ° G 7A.301 T cv ' VI.- Q0 � � 26 1 1 I C0 'o"� c9 ��o 6 0 7 I N o o c 1 1 30 v, `� _ s 7 n 7+30 T � w O cA 0 , 1 1 ° �� 0 1 06 00 Q0 10 L11 -J CD-�nrrn�) CD 1.41 T. Jr I �w o �'ti 1 p4 'o \ , 069 4 32 1073-12 ` \ -4 v- ��'' � 3.9� ,n '`�c, �n G �( `''� � - RIM ,5�a I 1 1 ° 9 \ N NSW ° �� SEw ER �° C) �' 6"' AXP.�' c 7 cn c,. d� 14 8 '� Oi OPEN o� � \ 1068. _ �� O \ o Lo m 0 s'�o"- , o 0 10 7 It SPACE \r � � � , o `� � _ � 3.33 -� u�ACA,\NST.C. r-, o � W � - � R � -W 6 CP. n o 1068.35 g WATE CP m D \ X06 6' ,067 0$ U R� ���, �,, , ; 00 co C� r 0. do - o 1 71.41 I I 1 n ,r \ �. 1068.14 69 24L.0 kj'16- T.C. 1-0 o�- 4- 0 � > -� �o o a s' _ p `o o �- � p `�0 � L=24., 5 50 c� �o 46 p��° G N �' 67 48 �, 70.37 I C ' ° M o F 6 YF O �, o \ �° ��o N,\N �- p�, G\- =5 F 68.37 ° 'I FS 1,.Av I ; 1 \ N'/° ',n s,�. o L=4'03 72 90 TW tK* rn rn ° 7 YF N o� I % 0.000 Nt co �„ d `rte o -73.52 `O � � � 6• 8 p I LO o ' \ c9 0 �- ` FG 7 I m m I �4 C) ! �" v FG DF I N DF n I od o p O% F 070.47 QF 0.1' F 1073.0 75.47 nLA- 0-0, I I Q �] 0 2 G F 1 0 I I I ON, o 1g �. \ � O- `�• < < �'' ��• �\ 69.2 pF ❑ I rn 1 I 72.3 72.4 o FL GB FL/GB I� Z GF 1074.97 do Nb ca 0.0 1 1 DROP GARAGE z I I I o cr \ F 1 Q� .Z �. N I I 1 \ � CP N \ p p,D o 1 A P , 1 to �- z 4 G F.F. 1074.07 z I C I , �► w ,p6 \ _ OF ° M �.�o P�,o \ �° 69.6 PAD 107 3.4 i F.F. 107 5. 7 \\ o - rn \ F� ING WALL PER r I PAD 107 .3 I I 1 Q 70 3 F` REPARATE PERMIT 4.8 I ; S I o' 20' 40' so' 80' cr FG I L I I I a) \ 17't 3 1 g' 7 3.0 0 1 ,I 8 74.9 5.47 I I 1 L� N \ \ p.Z' - � L 57 FL I FL G 115' I � `, ► SCALE: 1 " = 20' F s 3. z 1 0 o \ o O % NIIN o F- FG \ Cr co v, „0 >s` ? 73.57 I FG cam0 ^`y ai r +I N�� F co o v i G 4 1%MIN _Z5.2 2 �- \ \ 7G 3 1%MIN 42 H a, FG '� 55.27' 75.3 75.3 \ 4 .4 FG I I 73 \ 01 1 �p.3 63-33 -7 4 HP 3 FG 2:1 FG 30 Cr FG FG 1 PAD 1067.6 I i 1 17 \ 40 I I 1 LD05 - 033GR UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK No Or Roy ESS/p ��� ,Hall & Foreman, Inc. RECOMMENDED BY: DATE: SCALE o w Do Nq� DEPARTMENT OF PUBLIC WORKS Drawing No. SEE SHEET NO. 1 �. �,o �� Engineering Surveying•Planning•Landscape Ardrtectur+e CITY OF T a HORIZONTAL �� Fs�Z 43513 Ridge Park Drive Temecula, Co. 92590 CALL: TOLL FREE NO. 16526 Phn. 951 676-6726 Fax. 951 699-0896 ACCEPTED BY: 4X DATE: f/1) D� r PRECISE GRADING PLAN 1-800-227-2600 AS SHOWN � EXP. 6-30-05 M PREPARED B RONALD J. PARKS �� � a 2 DEPUTY DIRECTOR OF PUBLIC WORKS VERTICAL s9 � 10",44A/ -Sr-4� TRACT No. 29798-8. PHASE 4 r� of Ico-00� FRED W. DOERGES DATE: �'�s a LOTS 24-28 41 -45 TWO WORKING DAYS BEFORE YOU DIG R.C.E. No. 16-557654/ EXP. DATE 6-30-051 R.C.E. 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DrawingNo. SCALE pati ■■r I I RECOMMENDED BY: DATE: SEE SHEET NO. 1 ��� %,o W' DofHORIZONTAL Engineering•Surveying.Planning•Landscape Archillecture CITY OF T DEPARTMENT OF PUBLIC WORKS CALL: TOLL FREE 'JI�� 43513 RIII Park Oriv* Temecula, Ca. 92590 No Phn. 951 676-6726 Fax. 951 699-0896 O 526 ACCEPTED BY: DATE: s �� at >• PRECISE GRADING PLAN 1-800-227-2600 AS SHOWN EXP. s-30-OS PREPARED : RONALD J. PARKS '`� 3 VERTICALs9 _s+mss DEPUTY DIRECTOR OF PUBLIC WORKS TRACT No. 29798-4, PHASE 4 rF c�v 1 oQ` FRED W. DOERGES DATE: °F �A�` ��., LOTS 6-16 SHT. 3 of 5 TWO WORKING DAYS BEFORE YOU DIG R.C.E. No. 1652 EXP. DATE 6-30-05 R.C.E. No.19744 EXPIRES 9/30/05 J.N. 34001 34001-1 B PH4 DATE: 04-04-05 I I to w 1 Ln 1- 6 8 59.0 59.0 59. I2:GTR. 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CITY OF T DEPARTMENT OF PUBLIC WORKS a SEE SHEEP NO. 1 ��► � Engineering•Surveying-Planning•Landscape Architecture CAUL M F RGG HMZONTAL �� Z 43513 fide* rack DrI Tom. Co. 925" �[ a W. 1 es2s i rhr�. 951 a�a-sn� Fax. ss1 999-oe9a ACCEPTED BY: 4410U - DATE:.,,/" 0� �-804-227_2600 AS SHOWN d Ev- G--W-c PREPARED RONALD J. PARKS PRECISE GRADING PLAN VERTICAL �/ 4f-5:070-5000, DEPUTY DIRECTOR OF PUBLIC WORKS • : TRACT No. 29798-4, PHASE 4 ��' DE ``E FRED W. DOERGES DATE: { .. �� _ .. LOTS 1 -5 TWO WORKING DAYS BEFORE YOU DIG R.C.E. No. 1 a52e EXP. DATE s 30-05 R.C.E. No.19744 EXPIRES 9/30/05 SHT. 5 OF 5 J.N. 34001 34001-1 B PH4 DATE: 04-04-05