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Tract Map 30264-11 Lot 1-62 Precise Grading
CITY OF T M CU A GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & PRECISE GRADIN(i PLANSEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. AREA 2H, PHASE 5 � PA • 8 MIN. low S MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE A/� MUDSILL SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' TR. 30264-'1 'i LOTS 1 "V2 3' MIN. 2' MIN. ' MIN. AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN Y4's PER FOOT FOR A MINIMUM OF 3 FEET. UPPER PAD FINISHED MUDSILL RAINBOW CANYONG� :, ;,' LN, SURFACE 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.� � REDHAWK PKWY ����' ' LOWER PAD s LOMA LINDA ° p �-�' . , • . •, :• 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR � ti , � 6 MIN. STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES 2� MIN � ROAD y� �� ` � � � ' ` � I -L- � OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT . WOLF CREEK DRIVE S. y � �� � ' � E L,�► E �ti 20% MAX. 6"MIN. P SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. JOY,* 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF /� REGISTERED CIVIL ENGINEER MIREDHAWK PKWY � � � - SLOPE V VARIES SOIL SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE � � SECTION B B NO SCALE 2:1 MAX. BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FtI�AL COMPACTION REPORT FOR ALL IIII 1A c� r FILLS OVER 1 DEEP. u� ' p/L 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS VICINITY MAP WOLF VALLEY ROAD � ��A � � � � � '� 1 ��p � 4� MUDSILL 5 MIN. DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN . . . DEER HOLLOW ROAD INDEX MAP ,� ` � ,Y 4R t U,�I� � � � 3' MIN. 2' MIN, FINISHED SURFACE ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING SCALE. 1 � 200 ,� � I rUM�r- � � ' I ' PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / PROJECT SITE 1 � ` ' � � ' 11 12" MIN. ABOVE PA V. FILL SLOPES. TR. 30264-11 PA7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. +-�-r- +- ' g 6 MIN. gLpPE VARIES Ky� �PAR� rC-P�IYE�T� � 1 • .� �- 2:1 MAx. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE fill ;� � '•e PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., DATED MAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE � 9& MIN. SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION i � FOR REAR YARD SLOPES GREATER 0� MAX. MIN. DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN � ' I THAN S' IN VERTICAL HEIGHT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ` SECTION A-A SECTION C-.-,C g. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN LOT 40o rort rn. za= NO SCALE NO SCALE ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 55.00' 55.00' 55.00' I MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ro ` �. w PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 r 1 A o J Pg" 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND 1A � 1 � 1D °v� = PAD � FINISH FLOOR ��2� SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING HIGH POINT E ELEVATION- MIN. ��+ q � ii �Qv THE GRADING PHASE. 1 E A 0 ��� � � .� ' ' ��� 2q MSN 4' �v 2q, MIN• 1. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE 3 �-- Z ---�'�° '� �° � `° Q APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN _ � _, = = ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES � � � OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK g g' 8' „ FINISH FLOOR 6 �v g" °; ;flr FLOW PREVENTION DEVICES PER THE U.P.C. PAD ELEVATION MIN. IN. PAD ELEVATION MIN. 9 Q ��� SAND FILL DISPOSAL 55.00' SS.00' 55000, � � • .. ' 2q MIN. �Q�� � MSN' PAD GRADE �►':� 12 FILL MATERIAL SHALL NOT BE PLACE[' ON EXISTING GROUND UNTIL THE GROUND HAS reel C c .• • � . ' ' v• •...`� . . • •. DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF 9 � • , : •• 'i . �v• BEEN CLEARED OF WEEDS, 2A 2a 2C � � � �� REV. FOUNDATION CONSTRUCTION SECTION BEECLEAREP �DINKEYED, AAND BENCHED IN OCCURS PNTO FIRM NATURAL ON WHICH FILL IS �SOIL FOR BE FULL SUPPORT.IN RUST e a � 3 � REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE � 11" °; ear NO SCALE PLACEMENT OF FILL. E E E 2" SAND FILL DISPOSAL APPLIES TO LOTS 23-37 OF TR. 30264-11; NOTE THAT FOR LOTS 23 - 299 THE EXISTING PAD IS 0.25 FEET LOWER THAN SHOWN ABOVE AS NOTED PER THE ROUGH 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 10p/L PAD GRADE r°`� GRADE CERTIFICATION. THIS REVISION DATE IS 03/03/2010 ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING Raw co 00� FOUNDATION CONSTRUCTION SECTION *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. 53.00' SS.00' 55.00" N 0 SCALE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* FS FINISH SURFACE 3 SHEET N0, 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND � 3A � 3c � 3v TYPICAL SIDE YARD DRAINAGE TC TOP OF CURB PAD 1200.1 PAD ELEVATION RIEGISTERTHS (1-5) SHALL BE SUBMIT�F�D TO THE PUBLIC WORKS DEPARTMENT BY A NO SCALE FL FLOW LINE ELEVATION E ED CVL ENGINEER, SOIL E��GINEER, OR ENGINEERING GEOLOGIST FOR CUT AND LO � �, -- TRACT BOUNDARY INV, INVERT FILL SLOPES OVER 30' IN VERTICAL HEIGHT. E GE FF FINISH FLOOR 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION RETAINING WALL OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ,� HIGH POINT GFF GARAGE FINISH FLOOR _� ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH MODEL TYPE 69.4• PAD ELEVATION-0.13 1234.0 EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE 57.00' 57.00' S7.00' �, '`° � F.L FLOW LINE ELEVATION PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. Z LOT NUMBER DEEPENED FOOTING oss.os '� 1069.0e ELEVATION TYPE G.B. GRADE BREAK DEEPENED FOOTING 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS PER PIAN OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL 4A � 4e � 4v � 35 FINISH FLOOR ELEVATION -�- STREET LIGHT ER ENHANCED REAR ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING LO 3CR-ol8 ABOVE PAD ELEVATION p�-�Q FIRE HYDRANT ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. GARAGE GARAGE GARAGE S� MIN. FF=1070.17 PAD ELEVATION ENHANCED SIDE PAD=1069.50 TW TOP OF WALL ESR RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 4' MI � SE TF TOP OF FOOTING NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER C0 R" SHALL BE PERMITTED. ENHANCED SIDE LENGTH OF DEEPENED- '014 601 �06�9� LO / 2 DETAIL NUMBER ESL LEFT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO FOOTING (D.Fej .. 3e SHEET DETAIL SHOWN COMMENCEMENT OF ANY CONSTRUCTION GRADING. ' ENHANCED ELEVATION E PER PIAN PROPERTY LINE 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. RETAINING WA!!, BYE EPARATEREUIRePERM1T Xr=10B9.s7 '06 � NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE BUILDING FOOTPRINTS 01 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF „ GARAGE FINISH FLOOR ELEVATION °m , � JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE FOOTING TO BE DEEPENED SCALE 1 = vz 50 -z ^o��' RIGHT-OF-WAY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 60.50 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL. 3 CURB DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 120,#1 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 22• THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE � WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF LENGTH ❑F ELEVTYPICAL LOT OF THE OWNER OR ENGINEER. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE F,F, . DEEPENED FOOTING (D,F,) N.T.S. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE VARIES, 64 MIN. TO CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. PER PLAN,AMAXPTH FOOTING EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS OWNER /DEVELOPER: PAD ELEV ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS STANDARD PACIFIC HOMES AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 0�• �j CUT FILL 285 EAST RINCON ST. S.200 ,yA - 12' MIN, EXCAVATION 3100 C.Y. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: CORONA CA 92879 -I� PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert EMBANKMENT 3100 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 951-372-8300 all SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER o Call: TO!! FREE N�TE�THE EXPOSED PORTION OF THE DEEPENED FOOTING INDICATED ON THE PUBLIC RECORDS EXAMINED;LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800 227-2600 p SHALL BE FORMED, SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE PACIFIC SOILS ENGINEERING INC. 1-800 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS 7715 CONVOY COURT LD:1 0---, 018GR 227-2600 TVP. EXTRA DEPTH FOOTING PLAN IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD SAN DIEGO CA 92111 m LD08- 078GR N.T,s. TOTALS 3100 C.Y. OQ ,; CO.,I�TRAQTOR=,S: RESPONSIBILITY TO NOTIFY,THE OWNER OF THE UTILITIES OR STRUCTURES 888-560-1713 TWO WORKING DAYS 8170W. YOU DIO 31 ""Ct�ICERNED BEFORE STARTING WORK. � X' PER RECORD OF SURVEY BOOK 1000 PAGE 28, IE N47'45'28"W 858-560-0380 FAXLD06- 06 AGR CONSTRUCTION RECORD REV BY REVISIONS DATE ACC'D BENCHMARK oi�ss� 1111 mp"Hall & Foreman, Inc. � Drawin No. SCALE an� • RECOMMENDED BY: DATE: J� DF! RfV, FX. RETAINING WAIL IN LOT 51, SNT 10 10/31/08 RIVERSIDE COUNTY 600-62-69 1970 �y� ot�� �' r�► � Engineering•Surveying•Planning•Landscape Architecture CITY 0 F TE M E C U L A DEPARTMENT OF PUBLIC WORKS CONTRACTOR � 'pj �y 43813 Ridge Pork Drive Tameculc, Co. 92590 AJT REVISE FWNDATION SEC110N ON SHT 1. REVISE 03/30/10 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL � � n �, GRADES ACCORDINGLY ON LOTS 24-29 (SHT 8) STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD � � No. 21914 y � Vhn. 931 A78-8728 vox. 931 699-0898 ACCEPTED BY: I � DATE: PRECISE GRADING PLAN 1 INSPECTOR AND LOTS -37 SHT 7). ADD RET. WALL TO FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN � [xP. a-3o-tt * PREFAB GREG B�TLER � 3Q ���► !� DIRECTOR OF PUBLIC WORKS/CIN ENGINEER AREA 2H, PHASE 5 WLY P! & AREA DRAINS ON LOT 28 SHT 8 . PAVED ROAD 5' N.W. OF TEL, POLE N0, 6295, C.W.T. 3' ��, r S.W. OF 36 CONCRETE STANDPIPE, ELEV, 1039.378 VE CA' ���► o�� ANTHONY J. RICH DATE: ��'� TR. 30264---,11 LOTS 1 -62 DATE COMPLETED �� CA%'%� R.C.E. No. 21914 EXP. DATA 9-30-11 R.C.E. No. 47109 :98� SHT., 1 OF 12 v v. -p V / V G? 1124.97 � ��� 70.25' o c .� W 73.90' .... H p ;� � �, N v00 o `° �` � 64.49' ao �4•S252 a/ti v °° � TR. 30264-11 73.90' FC � 1126.77 N �, ;p ('4 '� �.9 83.31' uo H.P. co0 3 N 00 c y � co FC 9q (0 & k9 1127 57 `� e4.45' v. / � 24.5 27.07 27.07 H P. �e PLA FL FG F� o k}!� FF.-*N ?BR 26.3 �� H.P. ��,�, o co � PA 0,, FL 1-6.4 0 ?� n? f\� 12s� ?i;74.1 24J /�6 . 252 � � PLAN 4 27.87 FG•87 �G.37 28.37 � � •O), 5. 7 � D FG 1 F(; � o FF�1127.57 FG 27.1 27.6 ?84, r 20.$ GFF� PAD=1126.9 10.2 ��2' 27.1 FL FL FL 27.6 28 yA a4-n v ��2$ a a� FL FG �� �y�J�' cnL- .�r 0.4� 25.8 � � PLAN f XFLIC- 2 � FF�11 41-07B F� PAD���8.37 g o p�� PLAN 4A � 2F Go by FG 27.07 27.7 � FF�112887 � 26.6 26.6 � PA0=1128.2 GFF�,1 127.07 FG FLGB FL G8 FG a� !F"24.0' 27.1 .1 F G'027.87 27.87 27BL/GB )Zw ' Je>� 28� rS �56 112 7,8 28.37 .37 v GFF�1128.37 FC L 4. 1 4.45 S FS 26% �`Js 1,49, -- nN, rn ►� �8>> ���8 74.00 ' FS 6.12 ,c. a'� $ o � 1 y% 23. � 11,23. � S 36 6.45 ;n iv 8.�� 140 11 4 44 r � 20.6 FS FS � °' 8,9 •c � a? u' ��46.98' �E a/ �� � 1125.82 r C/L �2 RIM ELE, . 0) CD ?� � w 1126. T�S9 111111111111!11111111 1I1IIIIIIIIIIIIIjIIIIIII (D j6�5t 03, �F r / SEE SHEET No . 12 � 20 p 10 20 40 80 1" 20 ' GRAPHIC SCALE Underground Service Alert y Calk TO!!. FREE i 1-800 227-2600 LD06- 062GR . iYYp MrORKINO DAYS MORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK p�Bss� awin No. SCALE o Q� �N,�� ���' ,Hall & Foreman, Inc.I11CRECOMMENDED BY: . ,�. DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 Engineering•Surveying•Planning•LandscapeArchitecture CONTRACTOR T 1' EAST OF CONCRETE POST MARKER �Z Three e�erwortd Cir. sts. 200 Temecula,, Co. 92590 BRASS DISC SE HORIZONTAL � y � Phn. 931 294-9300 Fox. 961 294-9301 � 61;e6) PALA ROAD � No. 21914 � ACCEPTED BY: DATE: STAMPED 68 RESET, 2.9 MILES S.E. ALONG AS SHOWN W EXP. 9-30-07 PREPARED Y: RONALD J. PARKS PzECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECUlA 29 N.E. OF THE o� * � �<<G� �,2� �o� DEPUTY DIRECTOR OF PUBLIC WORKS 00 PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' �'�► �� ��r , , ' 'r TRACT 30264-11 , LOTS 1 -5, S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 ��CAL 7�� ivl�- p�? ANTHONY J. f'ERICH DATE: •.{98�.•. DATE COMPLETED Of- CAI-%T R.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9130107 SHT, 2 OF 12 07* goo rn 8p 1 1, ?p,39, CO � o��o��?7 1128.97 44.57' H.P. 00v co � ti �, J:� I G` 3U264,11N)ANp 56.71, cp 1-►v.vv JJ•VI 29.27 129.47 `O o�' � 16.30 � ,��r 71.44 � 160.99' 00 w .� O 3N.0 co -0 FOGH.P, .c �\G) s ` rn z8.5 29.77 a!� v' � �` o�'o g ,��610 29.2V. 7 FL FG FG 28.4 P 29.0 1129.97 v 29.56 9[L- 5 w� 3 � �' 1i3H,P7 v, INV. .P --- � F� FF LAN 18 FL �9.77 H.P. �'�,4 0� 32.4 11 0 0 PAD:=1129.1 10.8.01129 77 � F.G. 0.0' 28.0 28.1 �IAAI FL 9�0 �0.57 � ��5' 3 �i� 0 FL 2 29.GB L=7.d 29-27 B � p F3p 27 F x•27 29.8 30 5 0 ,o�� O '�� CO ' 27 � A��>>Z9. 9 3 � � FL F � ti ry 1 .1 FG FG � 6 •0 x.27 29 G 29.4 P�qN �1129. FG FL � � 19.8 ���� �� IN 9� 128.5 FL FF�113pC � 0, pLAN 2 �` �• '2 ? `L���• 6p �o �` � N 8• 2 L CB F� �B � � •d PAD�113p'� � PADS 131Apj � g 9.77 113p 29.4 ��9 � 3 1 29.77 4 �'2 •� �' \ 11 FG 29.1 29 � 29.4 F�/GB ,0 5 • F�/Gg FL GB 1��4 F���B 30.57 � �c�`�� A��9 0 Q � 38.97' iv 2.a% 30.27 Lft,30' 3 .57 �sB.O' FG gyp, 9oi� �,p `h2J GFF��� 2, FC30.27 F •4'� %3 � FG GFF��13p.s 7 � ��� �1 � a � 1 0 NO 0 X4.7 8.11 I " FS .�� 8°' -' � ^p o� `. •�•�� 9� ��� 'n � 1 �. , . � N � 127,37 S� 8 38 °`� p �;FS o� � ���� C. 00 _ !� o ' 14 rn�2o o ti Q�, � � o��C�• > O N r n -...._.��"` � o �� � 41.04' C�27.� (075,1 r 3� 1 1 v T C 1---_ � 45 5 0 0;011 0 1128.41 to'00 ft o• --._._` �- v, v :r 4 9- (0 (0 ►� g3.5' 3?. 6 1 1127 73 Wq=FE� rn � _`_' 1 ---____-.`..__ �o J �' �o� `� f -10 �y 2� pro: � C. (0 1 128.3 --_......,rn ' ��9� �6.3 86 iiiijiliillI"l ELEV 1128*73 ,,�c`� �' � Cw Q • - � �� o e7� T � Q j�► �'�, b3� MIN 9.46 10V-.- 0 0V'o4 CONSTRUCTION NOTES 1O REMOVE EX. DOWNDRAIN AND CONSTRUCT DOWNDRAIN & PIPE TRANSITION PER DETAILS ON SHEET 5. 20 0 10 20 40 80 OZ JOIN EXIST. DOWNDRAIN. EXPOSE 6" OF EXIST. REINFORCING TO BE TIED INTO NEW CONSTRUCTION 1" 20 ' O3 INSTALL 4" P.V.C., SCHEDULE 40, DRAIN GRAPHIC SCALE Underground Service Alert O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER it DETAIL ON SHEET 5 y Call: TOLL FREE 0 5 INSTALL 4 TWO WAY CLEANOUT PVC SCHEDULE 40 1-800 PER DETAIL ON SHEET 5 227-2600 LD06----oO62GR 1Wp WORKING DAYS BEFORE YOU NO CONSTRUCTION RECORD DATE 8Y REVISIONS DATE ACC'D BENCHMARK SCALE o Q�O��ss�pk�� Hall & Foreman, IriC. RECOMMENDED BY: �A�' �f CITY OF TEMECULA Drawing No. RIVERSIDE COUNTY 600-62-69 1970 � � Engineering•Surveying•Planning•landscapeArchitecture DEPARTMENT OF PUBLIC WORKS CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL � y� Three BeHerWorld Cir. sty. 200 Temoculo, Co. 92590 / y N0. 21914 Z Phrt. 931 29d-9300 ►ax. 951 29�t-9301 ACCEPTED BY: DATE: ` �y q6 STAMPED 88 RESET, 2.9 MILES S.E. ALONG PAlA ROAD c� �, 3 AS SHOWN W EXP* e-30-07 �, PREPAREPBYP RONALD J. PARKS � PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE � ori * � � DEPUTY DIRECTOR OF PUBLIC WORKS s PAVED ROAD 8 N.W. OF TEL. POLE N0. 6295, C.W.T. 3 �+�, �. � � {,GGA ��Zo-D�o ' CONCRETE STANDPIPE. ELEV. 1039.378 �n�A� '�' Iv1� �`�� ONYX . TERICH DATE: ���, :. ,•� TRACT 30264-11 , LOTS 6-11 S.W. OF 36 COC � a� CA���Q R CTE.No. 71914 EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9f30f07 {98� SHT, 3 OF 12 DATE COMPLETED L err ir Q y 70.30' Q --- to 29.60 ,ti, ,,,- ""• "� �_ -. , ..., t ,LTJ ,� �� ""` •• � ��1••!� tea. 4+�►� 'C 2: 112 -- 70-42.0 c�. 2.3 IN -...- 70-42' 9 58 zo 14 LO n • IN 70.42 a J v -- 0 0V 0) cn 34.2 2. 1 INV z db ft ::? 61 114�\/ 0 0 01 I 16 c0 4) �7 - �9 //V V ' `c 42 OI I� ................ FAU11 1 LT SETPACK ZV � .......... Ob ZONE 3 Iry • L.t 05 4j ftWN DRAIN PER t17 � � �•�off, /1r� � ,�,,, � 3 7 �iP 2: 1 1132.67 0 0 26 () .C• CV - . 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DOWNDRAIN AND CONSTRUCT DOWNDRAIN & PIPE TRANSITION PER DETAILS ON SHEET 5, 20 0 10 20 40 �� 2 JOIN EXIST, DOWNDRAIN, EXPOSE 6" OF EXIST. REINFORCING TO BE TIED INTO NEW CONSTRUCTION 1» = 20 ' 3 INSTALL ALL 4" P.V.C., SCHEDULE 40, DRAIN GRAPHIC SCALE Underground Service Alert 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 5 • oa INSTALL 4" TWO WAY CLEANOUT PVC SCHEDULE 40 a Call. TOLL FREE PER DETAIL ON SHEET 5 4 1-800 LD06g062GR 227-2600 Drawing M MING DAYS MORE YOU DIG �, O. 1�11Foreman �s Inc.' ��� - ry. .Mall & , RECOMMENDED BY: DATE: �- � �RECORD DATE B� REVISIONS DATE ACG DBENCHMARK Q _� � DEPARTMENT OF PUBLIC WORKS CONSTRUCTIONSCALE a Engineering•Surveying•Planning•Landscape Architecture RIVERSIDE COUNTY 600--62--69 1970 ��v � Three eetterworld Cir. ste. 200 Temecula, Co. 92590 HORIZONTAL � � ._- . � z� a� CONTRACTOR BRASS DISC SET 1 EAST OF CONCRETE POST MARKER v, �-- Phn. 951 294--9300 rox. 951 29.E--9501 ACCEPTED BY. DATE. B . N09 21914 � STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD w EXP. 9-30--0 BY; RONALD J. PARKS PRECISE GRADING PLAN AS SHOWN �► PREPARED WORKS •. AT TEMECULA 29 N.E. OF THE __ DEPUTY DIRECTOR OF PUBLIC FROM POST OFFICE1° * ,� �► r . . . .� TRACT 30264--,119LOTS 12--11111111111119 INSPECTOR PAVED ROAD 5 N.W. OF TEL, POLE NO. 6295, C.WT. 3 �► � • S.W. OF 36CONCRETE STANDPIPE, ELEV. 1039.378 VERTICA! ��► ciyit. ��` ANTHONY J. TERICH DATE: ''f9a��''' SHT. 4 OF 1 R.C.E.No. 21914 2 o� �.� EXP. DATE 9-30-07 R.C.E. No. 19744 EXPIRES 9 30 t77 wommo CA DATE COMPLETED -- WELD WASHERS TO REMOVABLE GRATE (4 TOTAL) 4" A 3/1 A TYP 4" #4 GALV. SUPPORT #4 PERIMETER BARS 0 9" O•C• SUPPORT BARS 2 #4 GALV. BARS 0 3" O.C. WELDED TO GALV. #4 SUPPORT BARS PLAN VIEW NOTES: LII NI TS OF. GR PRE-WETTED TO THE SATISFACTION OF THE ENGINEER ADING 1. GROUND SHALL BE PRIOR TO PLACEMENT OF CONCRETE. 2. MATERIAL FOR CONSTRUCTION OF DOWNDRAIN SHALL BE CONCRETE REINFORCED WITH 6"x 6" W 1.4 x W 1.4 WELDED WIRE FABRIC. D" Joft�� 24'49'58,,W 3, DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN - $•3 ROAD RIGHT-OF-WAY. - . 0 " .. � 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 00 "ftft DQWNDRAIN AbID EIPE TRANSITION -DU61L cv .� �g 1 6' B N.T.S. 2: 1. 40.0 x 4 cv 2c) INS"- .. IN V. *-: �- ,,. °? -- -- �9• SE TBA EXPOSE 1--1/4" PORTION OF -1111111111111a �: `° �� ��- O THREADED ANCHOR BOLT C o� -� .� 128•99, NE` 23' -�.� Cw ``� �. --.� 1050 o - . . . ` - - •5D 3 1 , . Do C, TYP ► N �� i? 1142 47 WN DRAIN -~-- - r o Np ,� �. PER RGP ` 41.87 •G� .P• M `.� 42.1 .. --,�- 1141.57 to `L �� ` -� .5 �'G X2.77 d D� �• � • /N V. � 41.2 • FG �. a ---�--' 3 iii- n► ., , .. FL 41.87 42.1 co -•-� � • » 1142 -�--._ ti 2 39.55 GB. FL 42.77 •67 w cv 3.8 � FG � FG o `� - . 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ELEV. 4x4 x4 1 PER PLAN 3"x4" TEE 3 INSTALL 4" P.V.C., SCHEDULE 40, DRAIN 4`o TWO WAY CLEANOCURB AND GUTTER 3» MIN. PVC REDUCER S CC'T•I N B-�'� PVC SCHEDULE 40 (SCHEDULE 40) 20 O 10 20 40 80 Underground Service Alert PRIVATE aRAI THROUGH CURB DETAIL4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER E1/ATIO DErAIL HEREON I I I ow Ci L�1N�UT U�TAIELN0 SCALE NO SCALE Call: TOLL FREE No SCALE 5 INSTALL 4" TWO WAY CLEANOUT PVC SCHEDULE 40 „ , � 4 PER DETAIL HEREON GRAPHIC SCALE �� 4 800 227-2600 YS BEFORE YOU 110 "iVM�Q WORKING _;, rvw n ofs31 Hall & Foreman, Inc. RECOMMENDED BY: DATE: DATE ACC`D BENCHMARK Q� o a �� IONS DEPARTMENT OF PUBLIC WOR CONSTRUCTION RECORD DATE BY RE1/15 SCALE � . CO 0 Engineering•Surveying•Planning•Landscape Architecture RIVERSIDE COUNTY 600-62-69 1970 �ti Three BefferWorld Or. Sfe. 200 Temecula, Ca. 92590 HORIZONTAL � � � . CONTRACTOR - BRASS DISC SET 1 EAST OF CONCRETE POST MARKER v, -- Phn. 951 294-9300 rax. 951 294-9301 ACCEPTED BY. _ _ __-_ DATE. PALA ROAD � NO* 21914 4 � RONALD J. STAMPED 68 RESET, 2.9 MILES S.E. ALONG w EXP* g-30--07 �, BY. R0 PARKS PRECISE GRADING PLAN AS SHOWN PREPARE POST OFFICE AT TEMECULA 29 N.E. OF THE DEPUTY DIRECTOR OF PUBLIC WORKS FROM ° ' * •-z _v�, 20-�23J, LGo � LOTS .T. 3 INSPECTOR PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.w VERTICAL •. • '•.- ' LEV. 1039.378 ��' C1 v1t. 4�' ANTHONY TERICH DATE. {s8�• SHT. 5 OF 2 S.W. OF 36 CONCRETE STANDPIPE. E �' �o _ _ 19744 EXPIRES 9 30 D7 �� CA�-� R.C.E.No. 21914 EXP. DATE 9 30 07 R.C.E. No DATE COMPLETED SEF SHEF T N 5 of, 1040.03 TC °a cn T_ ft 100 1139.60 '"�z ' o- 1 RIM ELE � 4o. � TC T '22. C Ai1 1141.30 1 � TC 1 4 DV 2 B 23.382 1.0g MIN. 0 1 o. 1 4t. QGo 1 .�� � -Tl N 1 o.6% j -n cn . o v N, 1 1 ''PIP gin � �, �Q p � 43. CD 1 W (3 v j � ! 4 moo- ° .� - a 1 o " Cn 33.1 • t �r .� ---'-"'r 1 G 1 � Q � o, �, MIN. 31 6 �.� �. c� r 18 pyV j r - 44.,3 .5 1 00 2.09 o0 DK 6 �• .� , 27 (6c� C!" 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CITY O F TE M E C U L A Drawing6� No.SCALE okRECOMMENDED BY: DATE: CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 Engineering•Surveying•Planning•Landscape Architecture DEPARTMENT OF PUBLIC WORKS HORIZONTAL �. y?' Three 9etb►World Cb. Sty. 200 Temecula, Co. 92590 � ��� . �O BRASS DISC SET 1' EAST OF CONCRETE POST MARKER vhR. 961 294-9300 rax. 951 294-9301 ,�� STAMPED 88 RESET, 2.9 MILES S.E. ALONG PALA ROAD � No. 21914 z ACCEPTED BY. � DATE. INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN W EXPO 9-30-07 � PREFAB BY: � RONALD J. PARKS PAVED ROAD 5' N.W. OF TEL, POLE N0. 8295, .W. C.W.T. 3' ��+ * � DEPUTY DIRECTOR OF PUBLIC WORKS .. PRECISE GRADING PLAN a��•� �..2o_v(c S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �ncaL �' o���P ANTHONY TERICH DATE: TRACT 30264-11, LOTS 42---,45 DATE COMPLETED Or CR.C.E.No. 21914 EXP. DATE 9-30-07 R.C.E. 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