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HomeMy WebLinkAboutTract Map 29798-10 Lot 1-15, 65-68 Precise Grading C1 Y OFT M C LA GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PROJECT SI7E PRECISE GRADING PLAN 1% 2rn._: 50.00' 50.00' 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 98= 1 � 65=6 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL 1: ® ® 15 , EXTERIOR WALLS AT NOT LESS THAN " PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. REDI•I�►wlc PMLOMA 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR R�e R� oW CANYON PLAN 3 PLAN 4 W� STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES ROAD •° REDHAWK PM63.67' 56.17' 48 NO OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT TR 49 SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 47 WOLF VALLEY ROAD 71 50 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, GAR35 46 SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE GAR 51 BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 70 34 36 45 37 44 52 FILLS OVER 1' DEEP. °� VICINITY MAP 26 33 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS N.T.S. 38 43 0 53 1 DEX MAP DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN 27 32 4 „ , ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING 31 50.00' 50.00' rd 28 39 42 54 SC L.E. - 200 PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / �j 25 29 30 40 41 55 FILL SLOPES. 17-1 ® 56 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 24 FA QAA 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PLAN 223 19 61 PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC., DATED SEPTEMBER 22 21 20 60 59 58 57 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 66.67 18 62 PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN PLAN 1 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE 54.00' 17 63 WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GAR 16 - 64 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION GAR SEASTA CE MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 6 z PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 0 _ _j _j BUILDING FOOTPRINTS10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND " SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING 2 THE GRADING PHASE. SCALE 1 it 30' " FINISH FLOOR 9 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE 2% MSN. t�• Zy MIN. APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN I20 IE PAD ELEV. ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES ROUND OFE PA AIIIII I-11111 OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK P r 5' MIN. FLOW PREVENTION DEVICES PER THE U.P.C. 8" HIGH POINT = PAD N + L ,�,� HIGH POINT `= � FILL DISPOSAL 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL GROUND HAS BEEN ELEVATION-0.2 P �► MODEL TYPE ,��Q• PAD ELEVATION-0.13 2" SAND CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP FOR REAR YARD SLOPES GREATER N 3iI a � - _ Z PAD GRADE = SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE THAN 5 IN VERTICAL HEIGHT �, LOT NUMBER CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A 10".06 ELEVATION TYPE FOUNDATIO CONSTRUCTION- REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE SECTION A-A DEEPENED FOOTING PLACEMENT OF FILL. N.T.S. 5 5' PER PLAN g� 35 FINISH FLOOR ELEVATION NO SCALE PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. a ABOVE PAD ELEVATION 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 3CR PAD ELEVATION *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 5' MIN. FF=1070.17 ' MIN. P/L 5' MIN. z z C C PAD=1069.50 x AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 5 4' MIN. GARAGE FLOOR ELEVATION GRADING OPERATIONS. MUDSIL K 3' MIN. ' MI . MI ' MIN. •� 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. B B � FOOTING (D.DEEPENED- x ® �� v LEGEND UPPER PA FINISHED ENHANCED ELEVATION 15. STABILITY CALCULATIONS WITH A FACTOR-OF--SAFETY OF AT LEAST ONE AND + 6 IN. SURFACE PLAN PROPERTY LINE F.S. FINISH SURFACE Q SHEET NO. FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A -I 1 ' T.C. TOP OF CURB 200.1 REGISTERED CIVIL ENGINEER SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND - � � � � ��' p� RETAINING WALL PAD ELEVATION k o. FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 6"M-+IN. R BY SEPARATE PERMIT 0o 00 WHEN REQUIRED, /w s F.L. FLOW LINE ELEVATION -- TRACT BOUNDARY 2% MIN. INV. INVERT 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 21 MAX. 6"MIN. • Fes' DAYLIGHT LINE OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE RIGHT-OF-WAY F.F. FINISH FLOOR RETAINING WALL ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH SLOPE VARIES TYPICAL SIDE YARD DRAINAGE 60.50' G.F. GARAGE FLOOR DEEPENED FOOTING RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE SECTION B--B 2:1 MAX. cuRB 1234.0 SURFACE DRAIN THE ADJACENT GROUND SHALL BE GIVEN. N.T.S. N.T.S. F.L FLOW LINE ELEVATION EXISTING CONTOURS PROPOSED CONTOURS 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS TYPICAL LOT G.B. GRADE BREAK OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL PL N.T.S. 2 DETAIL NUMBER ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING STREET LIGHT 3 SHEET DETAIL SHOWN ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 5' MIN. FIRE HYDRANT ER ENHANCED REAR 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 3' MIN. 2' MIN. 2' MIN. 3' MIN. T.W. TOP OF WALL ELEVATION NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. FOOTING TO BE DEEPENED ESR ENHANCED SIDE F.F. ELEV. T.F. TOP OF FOOTING RIGHT ELEVATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 5' MIN. VARIES, 6" MIN. TO • F • 20 �• ENHANCED SIDE 6" + EXTRA DEPTH FOOTING �� OF � ESL LEFT ELEVATION PER PLAN, MAX. LENGTH OF 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PAD ELEV. DEEPENED FOOTING (D.F.) PUBLIC RIGHT-OF-WAY. UPPER PAD 17 gg LOWER PAD 12 MIN. NOTICE TO CONTRACTORS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF x io MSN. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 27g M�^! 2�% MP NOTE: THE EXPOSED PORTION OF THE DEEPENED FOOTING AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL FOR REVIEW AND APPROVAL. Mqk. SHALL BE FORMED. DEFEND' INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE SLOPE VARI S 2:1 MAX. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF SECTION C-C TYP. EXTRA DEPTH FOOTING PLAN WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE N.T.S. N.T.S. OF THE OWNER OR ENGINEER. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS SOILS E G1 N EER OWNER D E VE LO P E R CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: PACIFIC SOILS ENGINEERING INC. STANDARD PACIFIC HOMES EXCAVATION 475 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 7715 CONVOY COURT 255 EAST RINCON ST. Underground Service Alert EMBANKMENT 475 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 SAN DIEGO, CA. 92111 S.200 CORONA CA 92879 OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT 858--560-1713 951-372-8500 INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 SUBSIDENCE CM: TOLL FREE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE p 8858-560-0380 FAX SHRINKAGE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARING S 1--800 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE 227-2600 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER of THE UTILITIES OR STRUCTURES THE BASIS OF BEARINGS 1S THE CENTERLINE OF PALA ROAD TOTALS 475 C.Y. 475 C.Y. CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28'W LD05-085GR TMID WOMIND DAYS effgW YOU DID BENCHMARK E 7 �' DrawingNa. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE �Ro� 3310 Hall & Foreman, Inc. RECOMMENDED BY: DATE: TEMECULA DEPARTMENT OF PUBLIC WORKS ciTY OF RIVERSIDE COUNTY 600-62-69 1970 moi► Engineering Surveying-Planning-Landscape Architecture CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER X13 Mdr ��` oma. T ' Co. F o S� HORIZONTAL h Ph. 909 676-6726 Fox.909 6"-OM ACCEPTED BY: DATE: PRECISE GRADING PLAN STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD o` �` 1"n FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN �+ �• B- � RONALD J. PARKS Pr PRPARD . . INSPECTOR * _ _ DEPUTY DIRECTOR OF PUBLIC WORKS . • TRACT 29798-10 PAVED ROAD 5 N.W. OF TEL POLE N0. 6295, C.W.T. 3 � � vERncAt � � �•. . AREA 1 E PHASE 5 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 ``� FRED W. DOEROM DATE. .•f:. " - SH T. 1 OF 3 DATE COMPLETED CA R.C.E. No. 16526 EXP. DATE s- R.C.E. N 19744 EXPIRES 9f30[05TITLE SHEET, LOTS 1 -15, 65 68 l J.N. 34001 3401 EPH 501 06.29.05 00 5 68 p � fi3.05' 64.43' 1057.10 65 1 H.P.7.30 0 �, 65 ss.os 66 " 6 � H.P. N " r r 1056.20 _ 1056.70 _ 0 57.0 H.P. H.P. 7 56.7 F.L. o z 56. 0- 57.55 N F.L. 57.47 N ®' F.G. 55.8 � 56.3 S F.L. 56.3 9557,07 F.L. F.G. 57.47 8. 56.8 cv� F.L. cv 5 57.0 0.7 D.F. F.L. 43 ® F, F.G. 0.1 8. D.F. 57.67 • 56.57 57.07 D.F. F.G. 44 F.G. F.G. 8 0.1 ' PLAN 4. o.o � PLA 4 0.0 55.6 0.0 F. 4CR .F. o 1 B .F. F.L. p.o D.F. 1• -� 057.97 . F.F. 1058.17 0 PLAN F.F. 1 56.57 PLAN 3• .F• - x 1057.3 PAD 1057.5 F.G. 3A Z PAD 2BR Z F.F. 1057.57 Z 0.4 8. 57.01 0.3 z z F.F. 1057.07 z 1056.9 D.F. F.G. D.F. 056.4 PAD 8 0.5 0.7 PAD 1 F. 0.4 D.F. 57.42 56.75 57.47 F.G. F.G. p• � F.G. D.F. .F.=1057.67 56.4 0.4 G.F.=1057.47 56.3 0.4 D.F. D.F 56.1 57.12 F.L. G. . .L. G.B. D.F. 6.91 F.L. • • � G.F.=1056.57 G.F.=1057. 7 � F.G. � 1 55.2 F.G. 55. 8 F.L. G. 55. �_ 56.1 o . F.L. 7y L. .B. "_ 6 � � 55.50 F.S .L. 6 5.15' 56.57 71 55.1 L. G.B. 55.32 r F.G. 55.41 F. .L. G. rn .S. �Ca• 54.7 65. F 54.03 K � 1� 4 54.38 F.S. � •�,. F.S. F.S. 1055.60 C� 2.6x4 0 =46.0 T.C. 54.89 105 .26,, T.C. - _ -- ��•�• •G. F.S. ✓ 1054.90 j 054.85 10 2.83 cn 1054.47 N T.C. RIM - 1051444 Be J� T.C. - - RIM _ �_ SEWER _ _- �-- + 1 _ _ �` 'I 15 I I 16 t° 1054.41 v- 13 - ----- - �T I TA 7-PLACE _ _ _ _ _ _ _ _- _ _ _ _ _ _ _ _ _ _SEAQ F�_ _ _ _ _ _ _ _ _ _ _ , .......... _ �- L6 QD V- -. c'' to 10 0 8" WATER o �° r- -- �_ -� � I F 105 77 i 1 .gam-- ---_ ___ - - _ + i05 f�33 + --�- 1 .95 _ _+ � T 4.39 �' T.C. , T. T. T. v to 6 T.C. cO T.C. v T.C. v O_ �s �� ,c• .� I �t6 51.41 , ca � F.S. . . _ �.,. 5.00' 65.00 65.00 52.20 fi5.00 - 4.69 L=48.22 ,` T.C.L-4 1.2 51.32 1� X 47.0 � 51.50 �•2 F S �`�s K � F.S. 52.36 1 9 2� 54.40 � cV�►' F.S. 54.8 53.07 F.S. .s F.S. r 52.0 n F.S. 54.07 F.S 0o s 0 51.59 S� co 0 54.67 F.S. o F.S. F.G. o F.S. 52.5 F.S. Ir- o-3 n 52.6 5 .6 55.0 55.6 55.7 � D.F. 52.0 53.32 .L. F.L. G.B. F.L. 0.3 55.1 51.8 .L. G.B. F.G. 52.3 53.65 54.6 D.F. L. .L. F.L. L. G.B. F.L. 4 .=10 G.F.=1053.6 .L. G.B. 3• F.G. 53.1 F.G. G.F.=1057.07 , • 0.3 0.4 G.F.=1053.97 =1Q 7 .L. G.B. 56.21 G. •= 4 0.6 Q D.F. D.F. 53.67 0.2 0.4 •0.4 F.G. D.F. D.F. F.G. 0.3 D.F. 53.07 52.3 D.F. • D.F. 56.51 Uj z F.G. F.L. 56.22 F.G. Q- 0.4 0.1 28 F.G. Z 1 O 5 �.... o.o 25 PLAN 8 .F. D.F. PLAN PLAN 0.0 0.6 Z 57.07 Z D.F. ZB z Z z Z 3 Z 3o PLAN F.G. UJ W - o.o PLAN B 2CR .F. D.F. 1 A o ;' a! F.F. 1053.87 0 D.F.34 4CR F.F. 1054.47 z z PLAN R � W 0 53.37 0 0 0 0 Vol F.F. 1055.47 : o.o p.p o F.F. 1057.57 _ F.G. AD 1053.2 F.F. 1054.17 PAD 1053.8 0 PAD 1054.8 54.97 b D.F. 48 4 .F. 29 4.0 PA 1 o.o 0 0.0 F. F.F. 1056.97 PAD 1056.9 52.4 F. D 053 5 31 r- D.F. 29 F.L. 8 0.1 0.1 9 -F• 54.0 PAD 1056.3 0.7 N F. D.F. 53.97 D.F.0. 57.07 53.37 53.67 F.L. 0.3 1 /56.2 W F.G. ' W F.G. F.G. F.G. 54.97 D.F. 56.47 D.F. F.L. 56.47 ' F.G. 53.97 ® F.G. K sq ®® .. K F.G F.G. 0 z 53.2 ® F.G. o z v z 0 52.E 53.2 - CS c i 5 F.L. F.L. N F.L. c�i .. F.L. 54.2' X Z o F.L. „ 0 55.7 56.3 N T - o - F.L. N 1054.60 F.L. N m 1056.10 F.L. 0 105 .98 �n H.P. /'-'H.P. ° 1056.70 %`• T.C. . 4 40 7 o 1053.00 1053.30 1053.60 0 2 `� H.P. �' 65.00 H.P. 6 - 65.00 5 5• 'H.P. moommoom 4� 65.003 65.00 0 78.13' 4 5 6 7 81 9 10 00 20' 40' we 8o' SCALE: 1 " = 20' Underground Service Alert COW. TM FREE 1-800 227-2600 10 M = LD05-085GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK � �s�o .'' Hall & Foreman, Inc. RECOMMENDED BY: • DATE:ZIZ�/ rowi No. �1[ -s .Planning.Land A� CITY OF T DEPARTMENT OF PUBLIC WORKS Er►g�neenng Surveying ng Landscape CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 HOR�ZONT� �,�, X13 �• � Orbe Tex=*, G. 925W BRASS DISC SET 1' EAST OF CONCRETE POST MARKER ,� � 9a 97� AmMIS �„� ACCEPTED �: ( D„r, . P STAMPED 68 RESET, 2.9 MILES S.E. ALONG PAL► ROAD d �,: PRECISE GRADING PLAN AS INSPECTOR 2 FROM POST OFFICE AT TEMECULI 29 N.E. OF THE SFS # PRE ARED BY. Pum WORKS TRACT 29798- 10 PAVED ROAD 5 N.W. OF TEL POLE N0. 6295, C.W.T. 3 �• ' �� 7 _� - •. . AREA 1 E PHASE 5 S.W. OF 38 CONCRETE STANDPIPE. ELEV. 1039.378 �► � `�� M►, ppm DiATE. .,1,�. DATE COMPLETED R.c.L ft. ION IV. DiATE i•- R.C.E. No. 12744 PI LOTS 1 -6t 65-68 SHT. 2 OF 3 J.N. 34001 3401 EPH502 06.29.05 22 21 20 23 53.06' 65.00' 65.00' 65.00141' 15 0 7 11 12 13 0 r a0 r7 n rn 6 1051.30 N Ili H.P. 1051.70 N N H.P. r 1051.90 1052.30 1052.60 50.9 H.P. H.P. H.P. N z F.L. 51 3 50.9 •5 51.67 ^' F.L. F.G. z 6 52.07 51.5 !U 51.5 51.9 N _ F.L. ® ® F.G. F.L. 26 52.27 F.L. F.L. Z o ir 5F.9 52.2 z o ®® r G. 52.67• o � at 51.67 �•� F.G. F.G. F L 2 8 0.3 52.27 52.67 0.1 UF F. F.G. 8 0.1 0.1 9 F.G. D.F. 5. z . 31 52.07 F. D.F. 52.0 5 PLAN o F.G. PLAN o.o PLAN 0.0 F X04 F.L. `t 32 .F. 0.0 31 3C 1 AR 0 D.F. 5- 4B o PLAN .F. o 1 0.4 tD r F.F. 1052.17 Z F.F. 1052.57 F.F. 1052.77 '� 3AR F. � P s2.s1 PAD 1051 .5 0.5 PAD 1051 .9 Z PAD 1052.1 Z 1053.17 Z 2C F.G. 2s .F. z 0.4 F.F. z F.F. 1053.47 19 N .F. 0.5 28 PAD 105 . PAD 1052.8 ' 0.4 51.5 52.0 D.F. 52.35 r D.F. F.G. 0.4 51.92 F.G. 52.48 G.F.=1051.67 0.2 D.F. F.G. 0.2 0.4 .. 51.35 D.F. 50.8 G.F. 1052.0 0.4 52.20 D.F. D.F. 0:c5,' ' F.G. F.L. 51.74 D.F. F.G. 52.5 .F.=1052.6 D.F. 50.3 _ F G. G.F.=1052.27 .G. .F.=1052.97 0.9 L. G.B. 2. 5 6 51.6 D.F. �'�• 49.94 r .L. G 50.9 51.2 .L• 51.B .9X • F.L. �. 50.9 .L. F.L. G. 52.10 7 = 2 F.S. _ b F.G. L�10 •4 f ��, 50.22 F.L. G.B. 0 50.89 _ 51.5 F.S. 49.61 4' L~ , L=� F.S 1.3 00 50.72 �y- '�� co .L. G.B. F.S. �C• 50.02 7 1 F.S. 65.01 1.4�L 50.0 F.S. 50.63 50.81 F.L./G.B. 1049-55 p• 50.14 (y Ca F.S. 4P C�- F.S. •p. F.S. �. fix- T• - x1 1 0. 1049. 0 1049.89to 21 11050.55 1050.88 T.C. T. . T.C. T.C. 49.53 RIM 1- •- z F.S. , ___.._ - -+ _ SEAS_ _ _ _ +_���a" WATER P 13 4 - r LOSE- -4- W ' + + J LU Q�9:7��v o 1(( g r--��v o 5 r 4 0:� 1 .9 N T.C. .C. Vc- T.C. r v© T. 1049.10 S I O T.C. / ,c•O 50.15 F.S. Uj / 41 .0 IM w 65.00 1.3X 65 50.73 ra * fi5.00 r. F.S. 50.21 1.87.- F 6.� 50.83 LTJ 9.98 c6 50.6 `� 50.9 �,6 F.S. 50.92 r•Sy (n F.S. F.L./G.9. °° F.S. 51.2 r F.S. Ln F.S. - 'Sh1.24 52.07 F.L. 51.3 ai 1149103 �,9 F.G. 51.0 F.G.O .L. GB. 52.64 -C' 50.8 G.F.=1051.97 F.L./G.B. 2• (2.35 F.G. 51.7 0.8 7 D.F. F.G. - 7 .L. G.B. L. �.3 G.F.=1052.67 0.4 0.9 D.F. D.F. D.F. °D .F 52.07 D.F. 0.4 51.6 r 51.12 F.G. D.F. .L. N 1.2 F.G. 0.1 28 ' .F. D.F. PLAN z 52.97 D.F. PLAN 25 0.0 PLAN F.G. z PLAN z 2AR z Z 38 z -0--or-T-1-1 � 4C � � D.F. 1 CR � o F.F. 1052.87 K F.F. 1053. 17 K o F.F. 1053.47 a F.F. 1052.47 o PAD 1052.2be PAD 1052.5 s2.97 PAD 1051 .8 r 0.0 34 o o PAD 1052.8 F.G. to 0.6 56 0.2 D.F. 52.37 31 ,0 D.FF. .F. F.G.51.4 0.1 9 D.F. 8 52.1 r 0.2 .80 0 5152.37 F.L• D.F. 52.67 F.L. 1.8 ®®F.G F.G. Li F.G. 52.97 F.G. Kgig LJ ig n 51.2 N�L LnSF.L. 51.6 o a F.G. o 51.9 52.2 F.G. o z a� F.L. 51.9 ci F.L. F.L. cv N� C.0 F.L. o . ` ~ 1051.60 '� � 1052.60 `� 1 8. H.P. 100 65.00' 1052.00 o 1052.30 0 ,cv H.P. 7v- 2 0TQC. 8.4 H.P. r 65.00 8 r 65.00 13 � • 4 Underground Service Alert \ CAW. IM FW o' 20' 40' 1-800 227_2600 SCALE: 1" 20' vou M LD05-085GR OBSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK scALE 10 ,Hall & Foreman, Inc. RECOMMENDED BY: p,, • � z Drowi No. CONTRACTOR RIVERSIDEERSIDE COUNTY 600-62-69 1970 Engineering-Surveying-Planning-Landscape A i m C I TY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS i,� BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HMZOWAL « 4W13 ft* ft* M Dr*s T« erl., c.. s1�0 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD SHOWN a �: '� � '� F�`''0' '"-°°� ACCEPTED BY: DA PRECISE GRADING PLAN FROM POST OFFICE AT TEMECULA 29 N.E. OF THEAS ,; PREPA ED Y. RONALD J. PARKS INSPECTOR PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3' r i DEPUTY DIRECTOR OF PUBLIC WORKS •• TRACT 29798- 10 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 �A" '' 9 2,09 AREA 1 E PHASE 5 REALIGNMENT DATE COMPLETED cLCX rt. 1 Ev. a►TIE a- R� E. No. 19744 UPIRES 9ZMZ95 •-' LOTS 7--15 SHT. 3 of 3 J.N. 34001 34001 EPH503 06.29.05