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HomeMy WebLinkAboutTract Map 26828-1 Lot 1-27, 31-35, 1-3, 40-45 Precise Grading MURRIETA NOT SIMS ROADY OF M LA QR ADINQ N w� �► MMRtETA MOT SPRIPI 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA CITY OF TEMECMA SOUNDARYPRC1 RA IN P AN BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-230 AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES r� {►cy CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. RO68 = I I-OT I = 31 =35 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE T . No.No. 2 SITE 7 ' G TR. -:AND TR. pro.26111128 WALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' 4 AWAY FROM TOP OF GRADED SLOPES. wFINISH GRADE SHALL SLOPE AWAY FROM ALL TRa6 LO 5 EXTERIOR WALLS AT NOT LESS THAN 1/4'm PER FOOT FOR A MINIMUM OF 3 FEET. RITA ROAD � � M E�~v Rod JOSEPH ROAD 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. ;► K o' 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR Cmr OF TENIECMA DOUMARY z a Z STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES M Q3EE7 2 OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT 01 SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. SHED ONE UNDER THE SUPERVISION OF A REGISTERED CIVIL �A� 3 SHED � 5. ALL GRADING SHALL BE D 1 20 21 = J 33 44 46 24� RO`` ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL VICINITY MAR 19 Ix n 0 43 0: 1 23 FILLS HAS BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION v v _ X826 v 4 REPORT FOR ALL FILLS OVER 1 DEEP. N.T.S. t• � !a n 3If "� 47 � i7 t MEADOW 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT > 24 11 cn 38 41 > 21 1 VIEW CIRC OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN '�' w ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE t• z W •0 t r N 258BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION 5 a 4 Q 8 L OF CUT AND FILL SLOPES. %16 1 x a3@1 fr w �• �- t `' e I 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE PL 14 H- 1 � 3t o � FOOT. MIN. 5' MIN. NORTHGATE PARKWAY ��> >G� Z� SOUTHGATE 1• WAY xt 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 3' MIN. 2' MIN. 2' MIN. 3' MIN. wiwows I /3 12 11 10 • • 7 6 s 4 3 s 1 °' 1 `� I SUPPLEMENTAL GEOTECHNICAL INVESTIGATION BY PETRA. DATED JUNE 25, 2003. TWIO 17 J3 cr SETTS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND qV� 1• � 34 4 = CERTIFICATIONA GRADING THE PRELIMINARY SOILS IREPORT.CONFORMANCE WITH THE NSF 1• � � � � ; RECOMMENDATIONS OF 1 14 a 38 RE % 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS UPPER PAD D \vIN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS LOWER PAD 13 RK"1 O INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT 1'R. N0. 26828-2 p P► Rp p► I . MNkA t= • 4 JOS�P� PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 2� o Mp,X tt • 7 • 10.CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND 7g 2�� s MIN. S ti/gk S SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING PAD ELEVATION-0.2 SLOPE VARIES 2:1 MAX. HIGH POINT 1 • THE GRADING PHASE. TYP. SWALE SECTION LOT NUMI ER 1 23 _ ti`s -• 1 -doSN o 3 11. POST--GRADING ACTIVITIES SHALL INCLUDE, BUT NOT LIMITED TO, INSTALLING, WHERE N.T.S. PROPERTY LINEM" ' 1238.2 PAD ELEVATION • APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN . ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES DEEPENED FOOTING PIF OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH FOOTING TO BE DEEPENED PER PLAN PAD= FINISH FLOOR ELEVATION . BACKFLOW PREVENTION DEVICES PER U.P.C. F.F. ELEV. 6 ABOVE PAD ELEVATION INDEX MAP ' 0;5� �Q S' MIN. FF=1259.40 SCALE: 1" = 200' 12.FILL MATERIALS SHALL NOT BE PLACED ON BR TOPSOIL,SXISTING GROUND UNTIL THEAND OTHER DELETERIOUS MATERIAL. IF VARIES, 6 MIN. TO 20 F . x o� 6" + EXTRA DEPTH FOOTING O• ELEVATION TYPE BEEN CLEARED OF WEEDS, DEBRIS, LENGTH OF 4 MI . 4BR STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 1 PER PLAN, MAX. MUST BE CLEARED, , DEEPENED FOOTING (D.F.) � � ZSR s MODEL TYPE KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PAD ELEV. 2y LENGTH OF DEEPENED ' A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL FOOTING (D.F.) x F' APPROVE PLACEMENT OF FILL. 2r0' M/N 12" MIN. ENHANCED ELEVATION PER PLAN GF=1258.90 PROPERTY LINE 13. TEMPORARY DRAINAGE SHALL BE PLACED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND RETAINING WALL, o.' . , GARAGE FLOOR ELEVATION DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING WHEN REQUIRED, ��� SHALL BE FORMED. BY SEPARATE PERMIT �.!• OPERATIONS. •�2s�• 14.DUST SHALL BE CONTROLLED BY METHODS APPROVED BY CITY ENGINEER. TYP. EXTRA DEPTH FOOTING PLAN 'S �"N RIGHT-OF-WAY N.T.S. ,` FGEND 15.STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND 60.50' CURB F.S. FINISH SURFACE FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A T.C. TOP OF CURB 2:1 SLOPE REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL LOT FLFLOW FLOW LINE ELEVATION PAD=1200.1 PAD ELEVATION N.T.S. INV. INVERT F.F. FINISH FLOOR 16.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE 45.0' 45.0 win 50.0' 50.0' T.G. TOP OF GRATE G.F. GARAGE FLOOR REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN r- r--i r-- I.E. INLET ELEVATION TRACT BOUNDARY ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. %-OPT. DECK . EARTHWORK QUANTITY ESTIMATE F.L FLOW LINE ELEVATION OPT. DECK OPTDECK 1234.0 SURFACE DRAIN F DAYLIGHT LINE 17.EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE EXISTING CONTOURS REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT STANDARD PLAN 3 PLAN 2 55.0' PLAN 4 G.B. GRADE BREAK PROPOSED CONTOURS NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE CUT FILL STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. PLAN 1 56.17' � BACKWATER VALVE DETAIL NUMBER EXCAVATION 925C.Y. 3 SHEET DETAIL SHOWN 18.EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 73.0' 56.5' ® WATER SERVICE GAR. EMBANKMENT 925C.Y. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SUBSIDENCE (5) SEWER REAR SEWER SERVICE ER ELEVATION PRIOR TO GAR. GAR. 19.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD GAR. SHRINKAGE + STREET LIGHT SR ENHANCED SIDE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. IMPORT EXPORT FIRE HYDRANT RIGHT ELEVATION GAR. ENHANCED SIDE 20.THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A TOTALS 925C.Y. 925C.Y. �� RETAINING WALL SE LEFT ELEVATION PUBLIC RIGHT--OF-WAY. T.W. TOP OF WALL 21.APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIVE THE T.F. TOP OF FOOTING APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF I N G FOOTPRINTS TP R I N TS ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE BUILD APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER SCALE 1 " = 30' FOR REVIEW AND APPROVAL. 22.THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCE FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF JIMURGRQUND 5TRUOR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE NOTIFICATIQN�t CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 N0110E TO APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: QONTRACTOR5; PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 R JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF UNDERGROUND U11UTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT CONTINUOUSLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227--2600 OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY C RDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE &LD05-044GR Cas: TOLL FREE AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL REPORTED OR SHOWN ON RECO DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANDBASIS OF O - 1 800 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE LD Q 4_ 147 G R 227-2600 T EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES BEING THE CENTERLINE OF SERAPHINA ROAD AS SHOWN ON PARCEL WORK ON THIS PROJECT, 99/11-12 AS N 0' 51' 51"E LD04-052GR earm Yu ow OF THE OWNER OR ENGINEER. CONCERNED BEFORE STARTING WORK. MAP N0. 1fi487, P.M. . rro wa�o Dry . Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE OFESSio Lohr + Associates Inc. RECOMMENDED BY: DATE: t'` CITY OF TEMECULA �O � Land Planning 43513 Ridge Park Drive DEPARTMENT OF PUBLIC WORKS 2/16/05 F.W.D. 2 ADDED WALL DRAIN OUTLETS LOTS 20 T-46--81 FROM THE INT. OF RANCHO CALIFORNIA ROAD AND FRONT 4 xT CONTRACTOR HORIZONTAL ,�� y Civil Engineering Temecula.CA 92590 AND 33-35 TR 26828-1 LOT 1 TR 26828- STREET, 1.7 MILES NW ON FRONT STREET/JEFFERSON AVE. TO THE �, Surveying Ph.(909)676-6726 Fax.(909)699-0896 ACCEPTED BY• DATE' PRECISE GRADING PLAN SHEETS 2 AND 5• ADDED PRIVATE DRAIN INT. OF JEFFERSON AVE. AND WINCHESTER (HWY 79), 2.0 MILES NE AS SHOWN W •.6��� PREPARED 8Y• BY: DIRECTOR OF PUBLIC WORKS • DETAIL SHEET 5 ON WINCHESTER ROAD (HWY 79) TO A BRIDGE OVER THE TOCALOTA t RONALD J. PARKS TR. 26828-1 , LOTS 1 -279 31 --35 INSPECTOR CREEK AND SANTA GERTRUDIS CREEK FORK, IN THE SE WING WALL, s; .� �� :,•- TR. 26828-2 LOTS 1 -3, 40-•45 6/21/" F.W.D. 1 RAISED LOT 1 REVERSED HOUSE PLOT T FRED W. DOERGES 6' SE OF COR OF BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL, fF ' OF � ••tse�--•- TAKE ACCESS OFF MEADOW VIEW CIRCLE. CA�`� R.C.E.No. 16526 EXP. 6/30/05 R.C.E. No. 1 744 EXPIRE o5 TITLE SHEET SH T. 1 OF 6 DATE COMPLETED ADDED RET. WALL LOT 45 SHT 4 19 NOF TELEPHONE SERVICE BOX. ELEV. 1091.074 J.N. 22011 \DWG. PH1 PGPSHTI 02/16/05 0' 20' 400 609 so' TR 228 27 26 25 29 �20 119 SCALE: 1 " = 20' �205•, 2.s 1200.5 8'4 1208.1 30 57 43' 136.56 66.36' 2, 1.7 516'7' 16 17 8 2:1 2:1 2:1 2:1A'-A 0 1,1 o I 31 Zg 1 QD $ . F G• 88 0 1215.0 F G' •G• 1187. 001N. H.P. 118 Np' 1'Ox -� civ o zr----- 1.p g �- /NA T- 22 N o ° ON. 32 1 'L � $$G. 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RECOMMENDED BY: DATE: AIZ4 P Drawin No. 2/16/05 F.W.D. 2 ADDED WALL DRAIN OUTLET LOT 20 .3144/05 SEE SHEET N0. 1 ��,� � Land Planning 43513 Ridge Park Drive CITY OF T DEPARTMENTOF PUBLIC WORKS ca CALL TOLL FREE TR 2fi828'1 HORIZONTAL �� � Civil Engineering Temecula.CA 92590 H N0. 16326 z Surveying Ph.(909)676-6726 Fax.(909)699-0896 ACCEPTED BY: DATE: W EXP. 6-30-05 rn P R PRECISE GRADING PLAN2 1-8W-227-26M AS SHOWN a PREPARED B DEPUTY DIRECTOR OF PUBLIC WORKS Pee.Z _ RONALD J. PARKS TRACT No. 26828-1 , LOTS 1 --27, 31 -35 VEaTK'& �rF � � FRED W. DOERGES P o � F CP,-` R.C.E.No. 16526 EXP. 6/3o/o5 R.C.E. No.19744 EXPIRES 9/30/05 TRACT No. 26828-2, LOTS 1 -3, 40-45 SHT. 2 OF 6 TWO WORKING DAYS BEFORE YOU DIG J.N. 22011 22112402 PH1 02/16/05 1218.7 34 00 20' 40' 60' 60' 35 12'?8,7 ► 32, 48.17' SCALE: 1 " = 20' i- 00 00 � 2:1 � o_ 2:1 + 10 2.5 F.G. 9 CD cNo � 0�•!� G. �. �'• SEE SHEET No . 2 c� 93.2 F.G. F g�5 µ F.G. \ G. 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O� ' 0� ra �__ F•G'• F.`�• 3.1X 1.8y; MIN "' 9° �` '' 0) �� �' ��° °� as 5 w 2.0$ 81• 21 F �'• • 9 v 5 1ss'S° F•G' `'' m MI2AR7 17+ ab 1•oy . v z5 A •.��p � s>�, ^� 0 �-- �� G.F�� as . o. # � N •9 7 .Qa o is C� n iy MIN• 2:1 1 2:1 2:1 0�° ���l� .A G' "' `�' ° Oct° dw _� 2:1 PAD-117 g �! w WY o n �'� © N © 20.40► t� - !" Rv? ��Off. � �" �`r ^ �► 0 F.F=1179 8 �`;w. 0' = o 791 O �� 4`'� '`� �� G�. `36 t cp v'• ° 0 - �t n 00 [a^ 11'4� o 1 o L2i -� z • t^ �' f. o �c�• o . 94 . v- �, � �F_�-.� a�5 4, �• o n `n ►� �n 1 °a ► 50' 2.1 � J V o In 24' ^ J .. DR G• 0 7 - ° ao 1 \ 'L• •vi F• 7 •-o N o 00� 1190.3 G �- 2:1 o N ;� ^i c� ,� �' •9s -^ �,� F; -U7 QK) •os �0 .c``:'u� ��' C'�" . .= �' 3 130 09 MIN co 1 W-24 a, n ai 4A •o 0 'o !� 90.9 0• 0 R ° '1 0 s � • • 10 o� N ! ►• PADS F.G. � 1 � 0 �- C 1 2 19.?. 2.1 n_a ao a, F 78,9 � 0'�. 9? ' 1190. k5 R � 6.69 '� ^ o O 79.40 � o D • r�� `rc3'. �• Q,1313IN G.B. G.F.= 0.5 `7 g g 5 z 'C'1t• �° �' 1191.40 0.0' P�D��1 d0 8 G• ~- w 1. 90 MIN• 2:1 6 © 78.3 MIN co 14 1 o rn � 3 3 CD .� O o Q F 5 8r 'C.a p� o $g. o $ as 0 2011 30 �,� -__ 2, O/, z o F•G. Ori rrj 0 0 13D 73 8o W - 1 189.1_ ) O 6 o fir___-� o �,' ►� ^ I;S 8 20' 0 2:1 ,� c9� ,0 2 o' a� 4CR �j z y z' PAD�11 w 10. 1 0 79.1 co 27 . �? o. W °: MIN F F 7g•0 �- I w co • 1174,8 120,4 2 22 �l. 0 .� >> ��.1. e? n z 1176, 29 0 8 co O� a- 0 92. •G ��19 92 p �' PAD=1191.4 0 ° M 1189 p. Nr 2.1 ,� 10 50 LO `{`85.2 /c-. 2:1 2.1 •1 ?SO F.F.=1191.90 N "+•.► ( CLD ''0� IN. r . F.G. � � 1 X20' av 7 76. 91.4 91.4 o 7 .g 16 0 2:1 F.S. U 0 o As . Od1� F.G. F. °� rJ 89�� ca o F S• 1 �' 92 0 10' ®® ' `°� F G• ^ `` ^ ►�� o g 3 25' qr0 n .33 1 ✓`^ __- 18 -.r 2 `•� 1.0% MIN N F G• 19 M�1' 11.6 j 3 �, •n�' 1.0% MIN. cry ---- . c� �AD�117 - o 0 1191.26 '30.00' ,• n�' C 0 N 1 7 s•o S ^4 o H.P. 33• 6 �-- �� M I 6.50 r3801 �, `'� 6 0� 0 9� _ _ 72 09 4r �' �`• •ca ' f Cy r v� �� 3 0 \F G• -�- -_� 117 F.S. �, n� I ► v 92.2 91.6 4, _------- ,� G•B ,��0 >> 'S� .` -..� I ao a < /�� 41 F.G. F.G. L_57 .6 11\ T 1 171• 8.3� 1 rn 0 1 173.1 .0, •�s o \� 2 0% a z MIN. -- 1 182.9 MI .- N 7 175.3120.008 6' 23 o c� o G.B. 2:1 24 r ! J 1r'`1 2 J 8 --' --- 43 45 2 81 SEE SHEET No . 4 4 2 __.__--- r (L1 ..4 1 1 fi7.0 r' 116 .6 1164.4 -- 44 �__ _� LD 4--052GR UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK ao�EssiO L.ohr + Associates Inc. RECOMMENDED BY: DATE: Drawing No. SCALE O Q �� Land Planning 43513 Ridge Park Dave CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS SEE SHEET N0. 1 4� � v HORIZONTAL 0%. y Civil Engineering Temecula.CA 92590 Surveying Ph. 909 676-6726 Fax. 909 699`0896 �� �L TOLL FREE y �"� c > c ACCEPTED BY. DATE. N0. 16526 z �, PRECISE GRADING PLAN DEPUTY DIRECTOR OF PUBLIC WORKS 3 AS SHOWN W UP. 6-30-05 �, PREPARED BY. 1-844-227 2640 *� RONALD J. PARKS .' TRACT No. 28828-1 , LOTS 1 -27, 31 --35 VERTICAL. 7r ` , p FRED W. DOERGES `0° TRACT No. 26828-2, LOTS 1 -3, 40-45 SHT. 3 of 6 °F cA��� R.C.E.No. 16526 EXP. 6/30/o5 R.C.E. N0.19744 EXPIRES 9/30/05 �''"'� C TWO WORKING DAYS BEFORE YOU DIG J.N. 22011 22112402 PH1 04/13/04 i r TW=92.67 2:1 �=88.00 39 �1 TW=90.00 Fz] TF=88.00 0 SEE SHEET N o . 3 0' 20' 40' so� � So' �cw_$6 60 10o a� . % 'n \N• ` y r � J Now 2:1 • ,\ �, 0 8 76 4 T- S� 40 co � k ® '^�ts Z9 2:1 Z � EED Z $ \ �18$' MSN' 10 ,y`1' 48, 5 1176.0 "� •O 2:1 1192.02:1 73.1 3 w ��. 8� 1191.4 5°r 1172.0 o- op .o�M - ., 7 a 130.00• L3 . � 2 - ,.► �rg13 .. � �p r^ � 6 45M! L`62.00, 2 c. X59.93 w T' 23 \ �p 2:1 2:1 a 2:1 • w 16 a: 10 : 3 c^ to G� F Q� 3.5 a w �. p- (0 0 1 ry ,\ N o � `\ -�.�,� 0 41 'G 2:1 3 a 3A 1 4 7 ' P�11 ! , ..�ZF • •� vto43 44 Z tF.F= 1\ M � 4 r� ►_ 117 �'`� � -� r n CD 10 LQ 24 O cD . r.2:1 n �w N N �. 1 4. . Cr .e o . � cn M . 9$ 30 t Q - � g K? a v IN. 1 11• a D ,c- � 8 w An Wv v tri . 1 173.1 WIZ 9 3 •c ao (6 �n -H �� �� �` *25 OR AT�"!5 5 00, a `° TW=72.67 FE73.1 o 0 ,�-a � � TF=66.00 2:1 G. a' 30 'P- 'G, 7 TW=65.33 2:1 1164. 1.-ft 30, �►� 0 a,\N• u, 2:1 cr 1166. =64.27 TF=63.34 M.P. M11V" 111 6 N rn40 �, �18�G• ,.� H.P. 65.6 /3 _ 6 ,�---- fi5. 1.0x MIN. 1.OX MIN- • I M ' ' ./ s _�8 2:1 z 1 a F.G. 65.4 2 �j 4 �� �� v ,,.- F.G. 0 Ci x'15• 0� � • cn M .-- � ��; � ��' 21 1181 .71- 1• cn �► v► 1.0 MIN. 1.06 MIN. 2:1 .���4• \ t�p• coo �_ N T,C •!<,� 3A N ®® G. '��G• k7) *18' PAD=1167.0 F.G. 2AR ° � ? (0 -�• -' \ '� F.F=1167.50 n t6' 0.0' r. _ \'� /p 6.5 V1� •326.4 OD Lp iD- U ? 4.4 Tr,6� ! F G 67.64 LU 25 F 26 \ �►-o ___+ rn v-a. 9 0.2 PAD=1155.6 F.F.=1164.90 Z9• _ �°AD� j6 I I � � ae 0.0 v F.F=1166.10 s 0 �� .. 8.8 �: 1 170.2 C �'• o •�'• 1 ' -//69.30 �► �► -- 0 cA � 1 , UM 0")- '� 54 z -�9 L I O 9 � AlL `� 4�' •�, ��•� ��► - ® 2:1 D.2 z 1164.6 ltr �\ DC7 � l' �' °'• f1 0.0. � o rF- b2.ao 1163.5 ,� El 0.1 p 6�. G• •v ro o bt tillCom` � �► r*► ..� �N• G.F.=1167.00 � G.F.=1165.60 � � 1 o �� x'15 5 �' �o� -G• G.F.=1164.,4 �7 � a'� � iA � G�• �i �' � ip�• � Z� 'n 1) l �o .G. = .G. 0 /90 .� .c •8 �. i, G.F. 1163.2 �t N ��6- 1165.60 b$ �� ,� w 1165.9 =63.3 1165. 0 E G. . be w �4 ,, �o F,I. o i• L In a f S N • j 9 2:1 +� 2:1 •c •� 2:1 o, • K G. N 1. v� •� sy• �e O `� '� '� E to 42 �.� LL 7y. '�` 3 � 62.19 2.1 70.05' ¢ 3 �. .s. 65.00 1.00 / ti � 1175.3 '� 71.00' 1165,11 1162.7 26 --, - N A ---, I �>> � r 1167.2 1• 11 ,�O "7 0 0, `� '�•' `�' 1,b _ ''®�► 8" SEWER j. RIM G' N N N j�jol RIM 11 `D 12 1162.34 13 14 o HILLCREST DRIVERIM 8" WATER 35 N O 1171 .1 w I 0 27 ........................ ............ aw 1 166.2 34 31 32 1(EED 166.4 3� 3 , 167.6 (EiD29 1 168.9 W 1164.9 < 28 TrR 26828--1 I 1165.6 r ri 2 J.,.>>J a D oL.D04-- I 47GR o � SEE SHEET No,. �SEE SHEET N o. 5LD044000052GR BENCHMARK Ess, + Associates Inc. • OFDraw �� DATE BY REVISIONS QATE ACG D SCALE QR o,� LrOI1r ASSO RECOMMENDED BY. DATE: CITY DEPARTMENT OF PUBLIC WORKS �O Land Plannkig 43513 Ridge Park Drive v SEE SHEff NO. 1HQRQQN'rK. ��t �p CMI Engkwe" Temecula.CA 92590 ��+���� � -� °¢ PRECISE GRADING PLAN 4 �1L.1�. �LL y 110. 1 d sum"v Ph.(949)676-6726 Fax.(909)699-OSIS ACCEPTED BY: DATE: AS SHOWN w aP• 6-�S PREPARED BY: DEPUTY DIRECTOR OF PUBLIC WORKS 1-800-227-2600 � _ � RONALD J. PARKS TRACT No. 26828-1 , LOTS 1 -27, 31 -35 6-21-04 F.W.O. RA 1$�D 1-071 f?EV69560 HOUSE PLOT -7 r,>+ VERTK'.AL �j► � S CJFF MEALJOGv Y/Ew of Y ``�°t ' �D W. DOERM TRACT No. 26828-2, LOTS 1 -3, 4�0-45 SHT. 4 OF 6 TD TAKE,4CCE.S c� R.C.L140. 16526 EXP. 6/3 /05 R.C.E. No.19744 EXPIRES 9/30/05 TWO WORKING DAYS BEFORE YOU DIG C/f?CCE A00,60 RET i 4Z.1 LOT¢5 J.N. 2201> 22112404 PHI 04/20/04 a I 6' SIDEWALK FL OF PIPE 1/2 g" INSTALL REMOVABLE ABOVE GUTTER PLUG FLOWLINE INV. 8 -�- ELEV. PER PLAN 4" PVC J........... INV. ELEV. L3.x4" 4"x4"x4" CURB AND PER PLANTEE GUTTER 3" MIN. PVC REDUCER (SCHEDULE 40) _ELEYMON _ NO SCALE 1J" MIN. INSTALL POLYETHYLENE 43 S � `,- COVERPLASTIC JOINT MATERIALD. / l "QUICK JOINT" OR EQUIVALENT ,s Nop a 130 T1 s 1165 1 166.4 9" 6" 1 2" MIN. 20' 1 SECTION _ 20' 31 AERnM.D11w� • 5.776 s No SCALE 1.0� (0m o M/N. TR 288- 28-1 FS 4 M N 20,p�, SEE SHEET � � � -� Bis 4 F .0 2:1 co G. � •w ER --��,' � 413R �. F.F.=11 ss.10 CO 10 � � 32 118 6 ca ^ PAD=1167.fi s 03 � c,.' w T c• �; o oy 2. 8Fo C-�•r 119 6. . 1 1 17 6.4 0' ,�f/N o a#ILI` co 1189.4 1 182.9 39 42 4.1% 2:1 �� CL 40 h1. zW ' w I BW yy ew CL D �V �� - T Q (V Q W=24' o w 11 s YS "' 1��X o• n• ^ 82 W a CIV N � / �` LT ao co• as cam• w `" �• o� ER - ai ate, ^o Boo SEWER � il 3AR F.F.=1169.40 LN 16 PARKVIEWDRIVE 14 o� I 1 ����, $ d, PAD=11 fi8.9 / � ,1 Q r i � 5 '�' � w � ,c� � o�, o� w � 33 ti - 1(3 Ilk 00 �y� tr.l, y ��. CO �j `� ~ co '} ,� V' CN � WATER '� G• rW=74.93 >` '� e� t� �� �,� p IL'gST `� / o �� TFC68.93 '[� o `� � '„' •`�,� '` �` � `°��'• ?Og /.0 SRA/N !� S1. � 73.00 �� r-� �,�y ��W ro _�/o >>� ^ ANGLE N CP 86.39 2:1 Bw o 71 73 2:1 ^ ew c \ f� Oh dog �6'l o POI T °' o. F.S. '' Bw N coo o 15. 1 s' .00-��' �O<c•C��• / o o,0• ° '��N ^ /ca ,�`O 2 2:1 r., oo U S 2:1 ri(Al .g Q w .ui 0 ap• ;� k n U: � L� 4.89. `- �, ?8� 0�0 3BR '+JD 00 N co ao N N !� Go at r•LL: , to N N U' F.F.=1170.50 ` ^4. a TIh • PAD=1170.0 __ 7 K TW=91.34 C o % r _ o • TF=86.00 `'`' 2.1 1174.8 �, ,� RETAINING WALL PER S 1174.2 G.F.= 73.9 f6' o' ���O'SEPARATE PERMIT 2 G e88 G.F.=1187.70 G.F.=1181.20 G.B. � / 1186.9 1180.7 --F-G- 71.1 159.9 �'h' ,. /'� ' p��7 /N� 1• G.B. = 74.0 ; G.B. �o O • N W11050. S 1 - 7.7 G.B. z F.G. a F.G. F.G. �, /, o� DRgIN ALL ro S 08 T F.G. - o0 4. 1174.80 � 0.3 a o o ~ tv p� 0.62 /N 8 .2 2:1 =79.34 co F.G. o 117G.B. .0 0.6' �• ,�, 2:1 PROPPED FLOOR F.G. o - __- z 0 C,• ? / • 2:1 ±13' 81.7 0.2' 1170.2 ER Oy t�• IO ?• `t�,� DROPPED FLOOR .G. 3' G.8• 0.0 �i I� ❑9' 3B --______- 0.0 69 0 � 2A � �1! �p � Fti�, ��� SO•sS 1.2 Q• y [v G.B � 0 0.2 F.F.=1188.70 0 F.G. +g 2:1 4C `! F.F.=1171.60 a "�� �s9 s, ,�►.`O �• ANG/INV..,, co 13' PAD=1188.2 (6 RETAINING WALL PER , F.F.=1175.80 PAD=1171.1 LE POI T 4 00 � SEPARATE PERMIT z �- �� PAD=1175.3 RETAINING WALL PER `l o �'• QQ RETAINING WALL PER Z 5 15 0.2 SEPARATE PERMIT z �G � ^ T,� -�p ~• 1 194.6 SEPARATE PERMIT 0.2* 2A o f 17' RETAINING WALL PER •1 F 's8 27 Z 0 7 F.F.=1182.20 F - SEPARATE PERMIT 0.3 o JOIN PILASTER DRAIN F�• s4 27 2 ry NSTRUCTION 08.2 8' r 12' F.G. PAD=1181.7 F.G. Z ® 71.1 7�ti �o/ti?� 1 CONSTRUCT UNDERSIDEWALK DRAIN PIPE PER F.G. F.G. o F w L�N� 2:1 L , O DETAIL HEREON H._.a Uj 75.0 75.3 F'G• �-' ' q z I I - ® K Z ®® r N F.G. 117p. \ p• C:) o O L----- o 1 F.G. N.P.•- rL �� �� �4/N - C�1✓ 2 " N L-----A .0% MIN.� .07 MIN. � � � MSN• \ ��� w o 7 � 4 PVC SDR-35 DRAIN PIPE 1188.0 1.0% MIN. 75.3 1.0� Ivo •r', v,m 3 TW=85.34 1181.5 1.0 o MIN. G 10 _ �. •�, r'� �" � 2:1 TF=80.67 2:1 H.P. 8-H oo .93 INV. 0 TW=71 .93 �"2�-,e-�_ .PP�yJ,� •r'�o �� TW=88.67 3 .+ TW=82.00 r'(3 �N W JOIN WALL DRAI -�-71.6 TF=62 2 y 34 49.8 ^ TW=91.34 88.4 TF-87.34 88.4 Z � m g3 2.1 2 4 TF=80.67 TW=7 TW=75.60 71.1 � �F=52' 9.4 TF=87.34 .G. F.G. 81.9 2:1 5 60 2:1 2 /IV F.G. 2:1 TF-74.27 =68.93 .G. 2:1 62.93 INV. lk 1149.84 73.00' 2.1 73.00' 76.00' 2 JOIN WALL DRAIN N T.C.S.D. MAINTENACE 00 TYV=71.6 AREA EASEMENT 2 TF=64.93 K, c� rn z hG •:�w v� C� 0� ® 1 12 C; ' o' 20' 40' 60' 1509 ............. o JOSEPH ROAD CY) � • " - 20'��-=.o 44-) C' SCALE. 1 - .......... &LD05-044GR UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK ............. LD04-052GR+ Associates Inc. RECOMMENDED BY: DATE; Drawn No. SCALE a sio 1' 3 2 1 fi 05 F.W.D. Z ADDED WALL DRAIN OUTLETS FOR LOTS 3 Ti¢ SEE SHEET NO. 1 ��� � Land Planning 43513 Ridge Park Drive CITY OF TDEPARTMENT OF PUBLIC WORKS CALL: TOLL FREE 33-35 TR 26828-1 LOT 1 TR 26828-2• HORIZONTAL � �y Civil Engineering Temecula.CA 92590 �. h Surveying Ph.(909)676-6726 Fax.(909)699-0896 D ADDED PRIVATE DRAIN DETAIL NO. 16526 z ACCEPTED BY:1-800-227-2600 AS SHOWN w EXP. 6-30-05 PR PARED DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN * RONALD J. PARKS 5 VERTICAL TRACT No. 2fi828--1 LOTS 1 --27 31 -35 rF o FRED W. DOERGES °�' � �' • ��° TRACT N TWO WORKING DAYS BEFORE YOU DIG "�� R.C.E.No. 16526 EXF. 6/30/05 R.C.E. No.19744 EXPIRES 9/30/05 ��• No. 26828-2, LOTS 1 -39 40--45 SHT. 5 OF 6 J.N. 22011 22112405 PHI 02/16/05