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HomeMy WebLinkAboutTract Map 29798-2 Lot 1-4,43-53 Precise Grading CITY OFT M GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. W PR IS GRADING PLAN 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE Imo- PROJECT SITE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' 297982 LOTS I AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL TR. 29798-2 ■ = EXTERIOR WALLS AT NOT LESS THAN 34" PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR E STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES /Y OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT 9 N4 10 SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. �9 B �- t1 12 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER ` - 13 14 SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE 15 BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL -O RED HAWK PKWY 7 6 16 FILLS OVER 1' DEEP. s 17 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORK s LOMA LIN 21 INDEX MAP S ROAD SHEET 2 41 8 19 20 22 DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN q ` 23 SCALE: ~ = 200' ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING RAINBOW CANYON 0 4 43 PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT ROAD 3 44 39 FILL SLOPES. L W 26 -10 REDHAWK PKWY 2 45 25 24 �. 27 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 1 37 47 28 29 30 S. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE • PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC., DATED SEPTEMBER 48 35 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE VICINITY MAP WOLF VALLEY ROAD 52 31 r PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN N.T.S. 51 4s 4 z RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE 50 33 32 © __j WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SHEET 3 zo � 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN '50.00 50.0 • � Y PARKWAY 2" �� ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION _ FINISH FLOOR 9" 4r Q� MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. - - , . ' :- .:.i- z : - .-: - }. 2x MIN. �� 2x MIN• PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 8411 IF MIN- 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING PLAN 4 5' MIN. 8" THE GRADING PHASE. PLAN 3 '' FILL DISPOSAL 2" SAND - 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE GROUND COVER, SHRUBS OR A COMBINATION THEREOF IN 63.67' Sfi.17' MODEL TYPE PADH ELEVIA ON-O.t ' PAD GRADE �= � TREES, ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES MAX. LOT FOUNDA110NQ0NSTRUC11_QN__.. SECTION, OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK GAR DEEPENED FOOTING GAR in� 1 ELEVATION FLOW PREVENTION DEVICES PER THE U.P.C. PER PLAN FINISH FLOOR ELEVATION NO SCALE 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND HAS BEEN CLEARED OF 35 B ABOVE PAD ELEVATION WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN 3CR PAD ELEVATION *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, 5 MIN* FF=1070.17 AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL PAD=1069.50 ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF 50.00 50.00' 4, MM 14. x GARAGE FLOOR ELEVATION FILL. ■10M.i7 n LENGTH OF DEEPENED x ® 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES FOOTING ELEVATION ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING ENHANCED ELEVATION AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 0'1�PER PUN ��� UNE LEGEND GRADING OPERATIONS. RETAINING WALL. F.S. FINISH SURFACE 3 SHEET NO. PLAN 2 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. WHEN REQUIRED. � 66.67' BY SEPARATE PERMIT T.C. TOP OF CURB 200. PAD ELEVATION 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND PLAN 1 n Z F.L. FLOW LINE ELEVATION -- TRACT BOUNDARY FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A 54.00 �- RIGHT-OF-WAY REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND GAR �.�. INV. INVERT C DAYLIGHT LINE FILL SLOPES OVER 30' IN VERTICAL HEIGHT. cults F.F. FINISH FLOOR F GAR7 N RETAINING WALL 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION G.F. GARAGE FLOOR DEEPENED FOOTING OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE TYPICAL LOT - 1234.0 SURFACE DRAIN ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH N.T.S. F.L FLOW UNE ELEVATION EXISTING CONTOURS RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE G.B. GRADE BREAK PROPOSED CONTOURS THE ADJACENT GROUND SHALL BE GIVEN. DETAIL NUMBER 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS BUILDING FOOTPRINTS PL � STREET LIGHT 3 SHEET DETAIL SHOWN OUTLINED IN THEITY C OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL SCALE 1" = 30' ' MIN. 5' MIN. FIRE HYDRANT ER ENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING Q ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 3' MIN. 2' MIN. 2' MIN. 3' MIN. T.W. TOP OF WALL T.F. TOP OF FOOTING SR ENHANCED SIDE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. FOOTING TO BE DEEPENED-) EEPENED RIGHT ELEVATION NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SIDE F.F. ELEV. 6" + EXTRA DEPTH FOOTING ESL LEFT ELEV O� ATION 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO VARIES, fi" MIN. TO OAF • IV O� COMMENCEMENT OF ANY CONSTRUCTION/GRADING. O PAD ELEV. PER PLAN, MAX. DEEPENED FOOTING (D.F.) NOTICE TO CONTRACTORS 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A ° 2 LOWER PAD UPPER PAD PUBLIC RIGHT-OF-WAY. ?ygMSN. 12" MIN. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ° _ 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 Zx MSN• OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ,I,�j Mp,X• AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING M'�k _F AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF FOR REVIEW AND APPROVAL. SHALL BE FORMED. SLOPE VARIES 2:1 MAX. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE TYP. SWALE SECTION OF THE OWNER OR ENGINEER. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE TYP. EXTRA DEPTH FOOTING PLAN ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF N.T.S. N.T.S. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS NOTIFICATIONS CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 EXCAVATION 375 C.Y. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: Underground Service Alert EMBANKMENT 375 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411OWNER /DEV SUBSIDENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT I N GI N R _ ELOPER: Ccd; TOLL FREE SHRINKAGE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 PACIFIC SOILS ENGINEERING INC. STANDARD PACIFIC HOMES REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 7715 CONVOY COURT 255 EAST RINCON ST. 1-800 IMPORT/EXPORT DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF B SAN DIEGO, CA. 92111 S.200 CORONA CA 92879 227-2soo ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 56 - FAX 951-372-8500 TOTALS 375 C.Y. 375 C.Y. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES 858- 0 M WON" DAYS BUM YW = CONCERNED BEFORE STARTING WORK. PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"WIn L 0m""rr GWR LD04-277GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE t EftlO MPFHall & Foreman, lriC. RECOMMENDED BY: DATE: 3 3 a Drawin No. RIVERSIDE COUNTY 600-62-69 1970 Engineering•Surveying.Planning•Landscape Architecture CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS �' CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL ��+ 4s13 Mfte ftrk orkw TwnmW% Co. UM STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD z ^'• 90° 676-6726 F=.M M-4M ACCEPTED BY: DATE: `3 a AS SHOWN w w PREPARED BY* RONALD J. PARKS PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29• N.E. of THE �, aao- # DEPUTY DIRECTOR OF PUBLIC WORKS .• TRACT 29798-2, LOTS 1 -49 43-53 0 PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 30 jel'g as �� S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VOTWAL � � W. DOE DA ,.i�. .• AREA 1 E PHASE 3 DATE COMPLETED .C.E. M.. 16526 EXT. DATE 9- R.C.E. NO. 19744 EXPIRES 930/05 TITLE SHEET SH T. 1 OF 3 -21 �T I ADD RET• W ALL (Zrl5� 9 a CA�� �. � -- / J.N. 34001 3401 EPH301 02/04/05 0' 20' 40' 60' s0' SCALE: 1 " = 20' IVA r 10 7.47 1036.95 CDHAZE .0 .8 T.C. T.C. F�'• � 5 42 go WAY1037.86QD 43 .- 00 _ .._ T.C. 9.20' 36.12 �. 9.1 r' 34.42' MI . �\, ���' 1 37.74 F.L. 1.0% MIN. F.L. o+ 1• r 38.9 �� �C. CO ti�• 39.3 40.17 • F.L. WATE ___ --- 40.17 F.G. » . -- - R S ER o� 40.07 40.07 Q 1036.20 ,�` F.G. I F.G. F.G. �» T.C. •G' -4 CV)(D � Q 8.1 { z O � ® z N 10 9.80 a] O r .S. :5 0 0 38. 7 � � MIN. M H.P. 2.0% Q 17 �� v) , F S. 20 ` r-- , 1 39.70 MIN. g � ,, H. ao 15' ao 0 21'4 .22 C ,L 16' 9.4% II I li Q . `n z N 39.8 F. DWY 1 + 8. 0 39.65` a z o F0.4 L C/L 16 8.2 38.7 F.G. o I �n w 0• 2. D.F. 38.8 DWY' F.L./G.B. 0 0.5 0.0 7 40.07 N 1036.40 40.17 .3 F. . T.C. F.G. D. F. p /-F G. 1638-07 D.F. D.F. FOG. 0 39.4 T.C. 38. 2. - F.L. 4 F.L. MIN. .2 ••� 3 .3 103 .04 F. IN. 3905.32' 36 104.07 1 . MIN. r- L. F T.C.C8 4 39.1 r� 1.OX MIN. 9' F. 9.8 40.24��- .0 F.G. 10.0 0.2 �, D.F.0. 4. ® 39.7 2• F. Q p 0 0.4 r� /L 16 �1 +0 40.32 N ® F.L. 40.5 � n D.F. W'Y` L 1 ' o � 40.47 F G � O D�IVY F.G. F.G. O ON% U r 0 .40C; 15' 1 40'2 qq- 2.0% C- . ❑ { 38. 3 UO 2.0% � -- 1.&.. Q LTJ F S. - * O MIN. [L MIN. 104 0.10 to 15 U. OL1 ' > � � Q_ . O H.P. ._ 1 O CD L� Q z N __...__ _..._...__ __....__.__....._ ..._..._ o 0 CD 40.57 Q o 0 40.4 � 40 9 F.G. - {. _ .47 Ln�, F.G. ... 40. F.G.�-.__.__..._ ____ _ _ .. 39.7 LC) G. [7] _..� 39.1 Ln 39.8 81038.41 1038.40 1• MMIN. 44 3 F.L. 1 8.7 T.C. .C. 106.29' 39.4 .G. 39.4 1. MIN. 27' ___.. . 37 104.23' 1 X MIN, _ ao 1 .. . .L. G. F. 39.9 'I_ 40.0 to 4 77 F.L. 4 •87F.G. ,n F.L. 00 F.G. r Cho� 40.77 40.87 da r: ! o F.G. F.G. �:g to I (; K z 1036.9 I� . 0 12. n 10 40 N T.C. o - . O 8. 3 1 NC. H.P. . � bt 2 fi' p C' 3 .8 F. . ' O T- to N C) r r F 0 MIN. • °n'• r 7.4% L5 r0 to Q.. co 9.1 X N qr_ 40 .0% �- 13 96. 40.45 �''7 •77 z � 10 .50 �. g /L - 39.4 F.G. 0 T,4M F.G. • M "n Q H.P. �, MIN. li 40.51 0 9.5 .93 /L 16 �WY 0.3 0 Lid 1. o FOG. M 3 F WY! G. � a D.F. 15 0.4 .L. 8. 2 X 40.87 .0 g, D.F. I 2. DF 45 in 40.1 0 F.G. 9 F G. 038.7 � t OX MIN. 109.88' 2 F.L. 1.OX MIN. T.C. 1038 fib 38. Q 9 3 .03T.C. F. a0 1.07: MIN. 4 .1 00 104.37' r- .g• F. O 37 .L. 0.0 F. . 4 G .7X bt$ -_ � 0.3D.F. U. 41-07 40.2 41 7 0.0 8. 4F , 7% I. 0 !-n F.G. F.L. .G D.F. �o OC L 16 N D.F. n Lv F M D.F. PO DWY 0 Ln O) 0 _z �? 4: 12' r- O r- * 0 3 .11 Z 0: to4o.7 F + 0 O 2_� H.P. � 1g z O � � � •n O 21 4X c7 N MIN. 5' �- 39. 8 �1 . O Oil rn o 2 Q ❑ i� 40.72 N � Q 41.07 o z °i n MIN. F. F.G. lei W 4.40. �� N __._. 39.7 } I L L 0.0 F.G.71 15' .- W�.___ . 94 f 1. 1 • �,�, D.F. 5. 10 H p, z 39.8 �- 1 ---- WY .L. .B. o D.F. 0.3 1037.44 2 41.07 4. 0. D•F• 'L• 1 38.96 103 .96 9' 0 46 T.C. o FOG. 9. .C. .C. F. 3 r '� 1• I 114.13 • .G. ' N { _ _..._.. _.__....� F.G 40.3 '� MIN. - 40.3 M -- --- 39. 9 1• ri Ox t G. 40.9 0 F.L. M\N 40• �`O 1 37.35 r % 0.4 2.t 0.0 .07` 0 2 �-' RIM D.F. N .F. "? .6T 69 X06 QF. 41.34 o F.G. 0 0' 37 , F�• �' 7ao' 3 .4 16, F.G. r.. 15' Underground Service Alert F o 4 G. 1 F N 2 0% z (D < m n 0 MIN. i r% - Qft TOLL FREE 1`840SEE SHEET N0 . 3 227-2soo . M � 0M � Vw LD04-277GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE E:s o ,Hall & Foreman, Inc. RECOMMENDED eY. oA • win o. � � CITY aF TEMECULA DEPARTMENT of PUBLIC WORKS Enlring.Surveying•Planning•Landscape Archrtecttxe RIVERSIDE COUNTY 600-62-89 1970 �, �' �,3 �, Park o.w. T.m..w., c.. �o CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKERzoHTK '' " Ma 1�i _ �'. �°• ��s-��` F�•� •�� ACCEP'T'ED 8Y DA 3 3 STAMPED fib RESET 2.9 MILES S.E. ALONG PALA ROAD o A PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN '"" °V• G-lMa � PREPARED 8 RONALD ��CA PARKS OF PueL.�c WORKS .• PAVED ROAD 5 N.W. OF TEL POLE NO. 5295, C.W.T. 3 j► t OSJ ; • • TRACT 29798-2 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �'� �� � � FILED W. ORTEs •.�• •• - DATE COMPLETED R.C.E. iii. 16526 KV. DATE s- R.c.E. No. �s744 EX-PIRES 9f3o,105 . AREA 1 E PHASE 3 LOTS 1 -4, 43-53 sHT. 2 of 3 J.N. 34001 3401EPH302 02/04/05 of 20' 'W' IN SEE SHEET No . 2 SCALE: 1 " = 20' '�---� [j w 3 .11 L Z �t 1040.7 z 15 Z F . co O 2 H.P. a D 21'VIM, 8.4 N .-- r•- MIN. 5• K 39. 8 �� �' X � rn 0 2.09: Q 40.72 �- d 41.07 0 _z a? �. n r MIN. �� ,�. co F F.G. M Li � F.G. � � .70 N f�, 1160 39.7 0.4 0.0 5 15' 10 a WY D.F. H•P• �: 39.8 ,. _. __- D.F. 40.3 1037.44 2 41.07 4. 0'1 D.F• L. 1 .96 9' 0' � .F. 1 38.96 03 F _ 4� T.C. o F.G. 9. ,C. .C. 9 3 r 1. MI w- .G. 114.13 N r ,L�• J .3 M\N• ___�__._____- _..._. 39. 9 40.3 �' 1.0 MIN. N 40 1 p9L .L. 40.9 r __...... Ap•0 `1 1 37.35 �� F 7.8% 0.4 � 0.0 F.L. 5, 3 1 •p7` M� 0 �-' RIM �`D.F. N 2. .F. "? 1.fiT b 9p• 6 D F• �t 4.. 41.34 o F.G. 0 F fn. • 1 1 s, F.G. r ao 15' 37 �• o p 4 17 3 .4 /L - • .r- F. 1 41 F.G• F. W'� ' 4 * 0 2.0 21 A 9. 8 24• m O D MIN. 1041.34 � F A. F• 5- , F. r.. �.- V- --- -H.P. .2 15 � 16 n r 9 C • Q ® Z t 1 �.4 9. , b' G 0.1 41.fi7 QS, Z o.`'• a F G' G. .L. G.B. 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RECOMMENDED ear: D,,,, .3 o rowan � CITY OF TCONTRACDEPARTMENT � ��� WORKS RNERSIDE COUNTY 600-62-69 1970 Engmeenng-Survey ing-Planning-Landscape Archkedm TOR BRASS DISC SET 1EAST OF CONCRETE POST MARKER HMZONTK " 43513 Ndr Fw* Don TM�iM, c"' am •r • 33 Ph. �a sTs-ern F"x.� a�-�aeK ACCEPTED BY. � DA STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD s 1� PRECISE GRADING PLAN 3 FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN W or. PREPARED BY: RONALD J. PARKS INSPECTOR PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3' DEPUTY DIRECTOR OF PUBLIC WORKS ;: TRACT 29798-2 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 �'� �� f�� FRED W. DOEItOFs DATE: ..j• •• _ TE COMPLETED �,c.�. � 16520 �. aATE *,,,,;7j R.C.F. No.,---197" ExPtR�l30/05 ARE 1 E PHASE 3 LOTS 1 4, 43 53 SHT. 3 of 3 S S T RE•T'M 4' WALL MT 60 S a o J.N. 34001 3401 EPH303 02/4/05