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HomeMy WebLinkAboutLot 14-16, 27-29,45-52 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE+ APPENDIX CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33. AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS+ THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE 2. MINIMUM BuILDiNG PAD AND DRAINAGE SwALE SLOPE SHALL BE - 1%. TRACT NO . 28482 -- 1 L0TS 14 - 16927 -29Y & 4 � �52 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED BOOK ). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES* BROOK-HAVEN PHASE 2 PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3, MAXIMUM CUT AND FILL SLOPE 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP. SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO IIIIIIIIIIIIIIIIIIIIIilililllllllllloo COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE, GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES• _ - COURSE OF CONSTRUCTION OF THIS PROJECT* INCLUDING SAFETY OF 7. ' PROVIDE A BROW DITCH* DESIGNED TO HANDLE 100YR Q STORM FLOWS. ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ALONG TOP OF CUT SLOPES. mffmmmmomm�iiiiiiiillllllllllllllllilillllllllllllllllllliiiiilllll11,1111100� THAT THE CONTRACTOR SHALL DEFEND* INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER LIABILITY, REAL OR ALLEGED* IN CONNECTION WITH THE THAN ONE FOOT. ����;7 �J f� � 28-492-3 - RISING MANCE FROM �HEWORK SOLEON THIS NEGL I GENC�JOFTTHEEXCEPTION ORFOR ENGINEER.LIABILITY , 9. ALL GRADING SHALL BE DONE 1N CONFORMANCE WITH RECOMMENDATIONS OF � • THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON A, ASSOC. DATED THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JUNE 10+ 1999• TWO SETS OF THE FINAL COMPACTION UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS I` 36 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT OF THE PRELIMINARY SOILS REPORT. LL - - 2 2 38 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 � vj � � � ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR v �- 3 5 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 4 �./ v 21 3 g AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON+ AND FOR ANY INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING a �, 1 2 3 D DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. 2 3 4 5 3 4 Q TEMECULA � 6 40 � PHONE: (909 ) 694-6411 s WAY - 20 24 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5IN VERTICAL HEIGHT AND FILL ��� s�- ' LEGEND SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE �4 SD EASEMENT / 7 33 41 .� PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM t �o,� / 19 25 y TOP OF WALL ..................................................................................... TW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE �` F� s / TOP OF FOOTING TF SECTION 17»06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 8 32 42 ----•••-•--•-•-••••-------•-.w--••••-•-••-'••••-•-•------------•_.-•-•-••--••--• ~ TOP OF CURB ELEVATION- TC 91 90 gg 88 18 26 � 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS m } ________ _ _ _ ________ _ _ _ _ _____ BEEN CLEARED OF WEEDS, DEBRIS* TOPSOIL+ AND OTHER DELETERIOUS CA��FORNIA SITE - • •--•••••••- -• - - -••••••••••• • •-- -----------•••••••• PE �L I A ELEVATION 9 .:: 43 .,::: MATERIAL. -' ..: :rimlli. FINISHED FLOOR ELEVATION --•........................................................•----•- FF 17 t :.. t•.x•x•. 31 SITE �:::}::;: :: :: ? : } „ FG13 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, FINISHED GRADE ELEVATION O HIGH POINT ... THE TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL r 10 } •:: }.;;::.;,,,.<:: :�...x.. .:...:......, :.,:: ::.. I 0 --------------------------------------•--------------.,..........-•-------------•---- HP ANCH ,. 8 5 ; . :... PREPARATION HAL BE APPROVED BY A 4 44 SOIL FOR FULL SUPPORT. S L 3O 84 { . , :`'`:': '.: TO SLOP .. REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. NO ,15 �O 83 ;:, u h f> ..r. , 82h FLOW LINE .................................................................•---------............. FL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TEMECUL h f• ' "` A k "� z:. 2991TOP OF RAT VAT 1 :>:�.:; .��: •.t GRATE ELEVATION .....-•----------------------------------••---- ------ -- - - PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 8 sj 4 }4 .. , .-.... TG ••',^?'ori:::$:?:•:�::..:••'••• ... y}} .r':t}'.}:•::.... ':....:.s::.::..:.....:......•..�:.: N.T.S. }•k:;¢ }^.•{}:.rity^{ k'i: °' GARAGE FINISH FLOOR ELEVATION<:BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE T0 ADJACENT � EXISTING ELEVATION ...............•- ------.._.....................-----------..............�PROPERTIES. � 7 80 (9170 168 t:?�':<4ti{;,3}.�;r.:;rr.:?�,'.`•''.�•{k: .` •%s•':::t.:::x;: :::::;,:r}..s>::::::::::`i`E:?;:33,.c,,;: HA CONTROLLED BY WATERING OR OTHER APPROVED METHODS. VICINITY MAP :} :;: 15 DUSTS LL BE :..: FIRE HYDRANT <::: I ELOCATION .............................•-•--....... . . 69 13 .t 16» ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO ;N °> ET ................................................................................ ,N:::.>,h}} STREET LIGHT FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES Y ]� �I n �j r� r� �j 7 9 7 O .`'• `:::: 4 ...... �` AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 7 1 6 6 DIRECTION OF DRAINAGE FLOW .............................................. _ _ _ ADJOINING PROPERTIES DURING GRADING OPERATIONS. �j 5 SI ... 78 ,E. RETAINING WALL (BY SEPARATE PERMIT) ................................ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-- o 64 72 APPROXIMATE LOCATION OF ELECTRIC METER ............................:.............. D TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o W o z S LATERAL LOCATION ................................................................... 7 7 6 3 5 3 .�-:v:>��;t:: , .x� EWER ATERA � ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 I N Uj z z " '"°"„<>v,>""'` VERTICAL HEIGHT. z 0- '� a w = 0 7 3 6 2 P� WATER LATERAL AND WATER METER LOCATION ......................................... Q 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ~ " LOT 5 5 �� ELECTRICAL TRANSFORMER . ........................... W �- LINE W ~' PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED* THE U 3' MIN. w 76 56 �p► ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a M< 5' MIN. W oC �� POWER LINE AND HANDHOLES .......................................... ..................... 0 ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED+ THE cr_``' �--z CC ~W 74 57 �� TELEPHONE SERVICE . ............................................ Q ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. z o " z w `►� o03' MIN. 1' L �0 75 58 CP GRATE ...--...-•..................................................................................... ❑ . 2% MIN. 5 g ,�o 19 EROSION CONTROL• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA �C, INDEX MAP AIR VALVE._.. �- - ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. X SLOPES OVER 15' I N VERTICAL HEIGHT, IN ADDITION TO GROUND COVER+ 2% MSN, 60 1'-100` TELEVISION PLATFORM ......................................................................... 0 HA BE PLANTED WITH APPROVED TREES+ SHRUBS+ OR COMBINATION 2�/ SHALL � T TREES, N MAX• 6 1 BACKWATER VALVE .....-•............................................•----•-----................ THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS; T EES 20 0 GRADED Q CENTER; COMBINATIONS* 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 6"MIN. LOT FG. HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. LOT FG. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE NOT TO SCALE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BACK OF SDWLK PER PLAN 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FIGPERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. P - - UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN _ �..� 3 N0. LOTS CY/LOT TOTALS SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �% MIN. INDICATES LOT NUMBER 2 PIO.0 z INDICATES PAD ELEV _� PE=100.0 FF=100.7 1q 15 210 CY P �.. PE-100.0 FF=100.7 1 INDICATES FINISHED FLOOR ELEV FF=100.7 3 '��� 1 1 INDICATES BUILDING TYPE CURB '. �1• PER PLAN 1 10 MIN L.= INDICATES GARAGE FLOOR ELEV '0 GF=100.0 GF=100.0 _ FS :9 ` PER PLAN 12.07. IS MAX 0_48 .. .. .. Lrrrrt:rrri J PER PLAN % a 1y 10' MIN (TYP) N qW c 3' MIN. • FG ~ v� RIGHT OF WAY - - 5' MIN. 1/. MIN. ' PER PLAN FG DEEPENED FOOTING 17''• "' ' ''• '• DIG ALERT PER PLAN AS REQUIRED. TIM Q - CURB & GUTTER CALL TYPICAL LOT GRADING DETAIL LD 00- 156 GR BEFORE NOT TO SCALE YOU DIGI '. � nT�ENGRqEEFJM �^1-500-227-2600 ii��� MPAW s�;�;�� "� UNDERGROUND SERVICE ALERT :EN•,�� - RI�slas, Calat least 2 working days prior to excavating. nN Calltorniv 92SOT (!09) 7$2-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: pFEssr Designed by Drown by Checked by Drawing No. COUNTY OF RIVERSIDE B.M.T-29-e1 EH EH EMR RECOMMENDED BY: DATE: �' CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS `I'ICHEL �C► K 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal = �� �! Contractor IN THE N.w.CORNER OF THE INTERSECTION c2 W No.46804 i �'" P spared Under Supervision Of OF RANCHO CALIFORNIA RD.WITH MARGARITA ACCEPTED BY: DATE: �� PRECISE GRADING PLANS RD. 1.0'EAST OF A 7.0'C.L.FENCE.40' 1'=100' Exp.6-30-03 94'NORTH Date RONALD J. PARKS ` `' Inspector OF THE CENTER LINE OFBRANCHO CALIFORNIA �x DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 28482- 1 RD. SET FIBERGLASS WITNESS POST 1.0' Vertical EDWARD MICH L RATICAN LOTS 14- 16, 27 29Y & 45-52 � WEST OF MONUMENT. �4p CIV 1\- R��' 6-30-03 � - Date Cmp rt d ELEVATION: 1128.410 uo,l.9-13-a2� N/A F c���F° R.C.E. No. 46804 Expires R.C.E. No. 19744 Expires 9-30-01 'R�•,r,.w;'•°9. B R O O K H A V EN PHASE 2 Sheet 1 of g:\d_13212\212pgd 110.dgn PLOT DATE:24-AUG-2040 ,M 13212 4 . I 1 i I I I I 18' 4. ' ' sDL 12 11 10 4.5' PE=1206.6 F SDLK I 5 13 PE=1205.6 f PE=1207.7 -- N 2.5' o _ I N PE=1204.1 2:1 SLOPE - L 59«00 n 08.2 56. 5' 08� 10.5 56.00' 10.5 10«6 10.6 05.7 FG �T • FG FG 07.9 1210.5GTW , FG % 10.2 FG FG 10.3 N 25 O r _ d - - HP207.3 HP RAW a �: 7�5.4 EXISTS Ui N Riw w .� � 1 I I -n / HP R-WALL 07.6 �` , - _ _ _ /, 09.9 13.3'\ ~' 1 I �' h, 05.1 i FL /� 09.8 09.9 FL \ 1 �, I 05.1 FL 07.6 I If FL 1 t FL 14 FL I 17 10.0 3.7% 21 '14.58 I PE=1205.7 5.5 155.5' FL jp1.5 FS I DWY LA FF=1206.4 _ 16 FF=12101.3 1 CL PE=1208.2 01«5 FS I�� 2C FF=1208.9 PE_121IL2 3AR Q 1 1 11 3C 1 1 FF 1211.2 i 1Ln00 )1 a I GF=1205.7 1 GF=1208.2 I t 6.0' 1A 5.0' 1 _ 1 I I 07.2 I , I 5.0' GF=1210.6 I c�o 1 'I 04.6 04.7 4, FL I I 5 I o FL 07.1 1210.5 Tw 09.4 =X1009.5 1 20.0 I I FL FL 1 09.5 09.5 • '�' + o ;;N FL 12.06.8 TF FL F 10.0% 22104.3 I 0 co FL L 1201.1' FS 1 L1 DWY `° :.,,�::,: �..+ -.� c� t n .� c4 cn I C7 ..� r �-: .mss •tL V) f+ ► • L� 1� • (/� L:s s s r s:s: LA- 20j.8 , 1201.8 FS I 1 �, BW N A , o _ N ,� o ► ew �; �_ o � to co N N A 1 O Itf p ' - N C Cp � N BW � 1 0 \ , 14.0 I I •96..,8 N , �, � N N o N �; o o N Ln I _ ' � , � e9. 0' . 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Cn - I Ir� 9 Ln N f V W -ri w N N - -m S2284M211: CA -n 07nt� .9 08.0t 09.8 09.4 I 09.9 10.0 - ~ 20.0' I N 05.3 05.3 1 1 FL FL I 1 FL FL I 5.0' FL FL 0' O 1 FL I GF=1209.0 w 1 . /• 2409.30 1 N �' FL GF=1206.3 1 i I EXIST I GF=1211.0 r 02.5 FS I CL 8� pWY I N c, ► R-WALL I 2 It 12 � N 5.5' � � N 1 27 1 02.1 FS 1 � ,. 6 PE_1211.0 oA 1 4 co 26 5.0 =121LI 0.8 FF=1211.7 it rr1 l n ; w29 PE=1209.0 5.0 �- 2 C I - PE-1206.3 FF=1209.7 FF-1211.5 10.3 128 FF=1207.0 EXIST 08,4 08.4 1 1BR 5.0 , FL 10.4 I o i�• R-WALL , 2AR I FL 13.6' I 1 c 1AR FL FL 10.2 10.2 I * r � 05.7 06.0 05.7 1 8.2 FL FL 10.7 EXIST WALL� � FL �F-1 _ � N _,_ - O _ 0 _ .... _ - ;, 10.5- o 06.3 co 08.7 09.0 �' °�° 10.8 HP 10.9 11.0 FG r 203 'F n I N r � �; F� 09.0 HP FG FG h; F� N o � FG FG Al r^ A 3A w w 1203.6 FG 5.8 34«OT' ' r ~ 13• r I 1 I 59.78 N I 1 001 31 32 N � I � 20,,0# I 30 PE=1212.2 PE=1213.9 • 8 '10 PE=1210.5 14 it p 12Q3•6 FS a •gLt�2 1 r bb 1204.0 1 DIG ALERT CAL CAUTION• . LD 00- 156 GR BEFORE SCALE: V= 20' YOU DIG! EXACT LOCATION OF EXISTING :► �RICK D4GRQ=G COMPAW 1-800-227--2600 UNDERGROUND FACILITIES IS 20 0 20 40 11112��rd ����� 3050 Cntc� Ar.r,�,. UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TOwtt� �� � R i vera t dr. Ca i i corn i a 92501 (9") r8:-0707 Callat least 2 working days prior to excavating. VERIFY IN FIELD. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEALS ESS Designed by Drawn by Checked by Drawing No. ° a� EH EH EMR RECOMMENDED BY: DATE: � CITY OF T DEPARTMENT OF PUBLIC WORKS 9-11-00 I�EG A D D CO'r DIM ro �aTS /9 29 COUNTY of R I vERs t DE e.M. T-z9-a 1 MIcHEL � 2-I/2' BRASS DISK IN CONCRETE CYLINDER, Horizontal 3a� �% P s Prepared Under Supervision Of Contractor I N THE N.w. CORNER of THE INTERSECTION W No.46504 za ACCEPTED BY: DATES 9 °� :.. PRECISE GRADING PLANS OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=20' EXp.6-30-03 RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Date 2 RONALD J. PARKS TRACT NO. 28482- 1 Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER �t � EDWARD MICAL RATICAN LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical DEPUTY DIRECTOR OF PUBLIC WORKS WITNESS P05T I.0' WEST OF MONUMENT. �4 CIV1%. �\' _�-- LOT NOS. 14-- 1G, & 27-29 Dat Cm It'drF oQ` 46804 Expires 6-30-03 R.C.E. No. . p ELEVAT I ONS 1126.410 (ADJ. !-t 3-aj2) N/A CF C401 R.C.E. No. 19744 Expires 9-30-01 �'°•'r�•.i'"' B R O 0 K H A V EN PHASE 2 Sheet 2 of 3 0 qs\d_13212\212PGD 111.dgn _ . - PLOT DATE:24-AUG-2000 JN 13212 SEE SHEET NO. 2 . w Ln 1 °�` 7.8% I CLT8-' D WY w 22.0' _ Go - �n p I f � re; 1 i 28.3' �� 1 F-- "3 0 0 � _o t t w Ito 1 - . / i.�rrw � fir.. • rr o cv 1202.8 1501, ^? ,� %� � . ..�. 0 6z I r r ]-- I r w ,ori o U. a3c� 1. 6' 8r 12 2.� F 0 �` �► , ., „ I t a o , lam, o ` �;► v -�-- ; ; 'Q Poe Z: LO cc • -� U) 1201.4 FG d' a� "' Lv o 1 02.6 FG -� 1201.9 FG 12032i o , �r o 1201.6 FG �h Z cvt t L-34.41' 33.48 i 48.14' L=16.03' , CLI %I J t I p t 1201 T 1201.76 TC I I I 1203.43 TC LANE 4 4 ' ..... SANDHILL ,,.,...,1 m , PE=1208 2LLJ Q � � I � 100' V + � 0.76/. -~ I V` ' -� C� 17.93 I - , ,. fi �• ` + 1204.08 TC 4 P 'j% \\ 0 9 I - L? 1201.51 TC 22� I 1 I M 23 I 1 02.9 TC -� aQ C+> FA1.1T TCI N a o 0 0 12 1.91 T 0 1202.33 TC a; o I 2 °D .�--,-iv •--- n \ 1_ I I ` • tr S I t t rt . J a5.7 3.4 So.00 L=29 - 071 , v vi �n FL 1 V) N ti u�. li U- O �. 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EXACT LOCATION OF EXISTING SCALE: 1'= 201 , Mi►i��RICK ENGR41=G COMPAW 1-800-227--2600 UNDERGROUND FACILITIES IS 3050 C1110000 Awry» ■■�� su t t. 100 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 R t vers I ds. ►��� Callfornla 92507 (909) 7I2-0707 Calat least 2 working days prior to excavating. VERIFY IN FIELD. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: SSS/ Designed by Drawn by ChecKed by �, Drawing No. RECOMMENDED BY. DATE. SCALE CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS �-ll-oo i?EC AD 4Etl Dim LOTS /4 e Z9 4COUNTY OF RIVERSIDE B,M. T-29->s I M1CH� � EH EH EMR Horizontal - a • 2-1/2* BRASS DISK IN CONCRETE CYLINDER. � � � � Plans' Prepared Under Supervision Of Contractor I N TH N.W. CORNER OF THE INTERSECTION 4 No.46804 O E W _ ACCEPTED BY. DATE: : : PRECISE GRADING PLANS OF RANCHO CALIFORNIA RD. WITH MARGARITA r ' 1-2o Exps-3o-o3 ¢ v RONALD J. PARKS TRACT NO. 28482 - 1 Inspector RD I.0 EAST OFA 7.0 C.L. FENCE, 40NORTH Data OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ WITNESS POST 1.0 WEST OF MONUMENT. 4 CIV 1V -,\ L 0 T NOS. 45 52 Date Cmp It'dELEYAT I ONS 1123.410 (ADJ. '9-13-82) R.C.E. NO.N/A F aC C�,��Fo R.C.E. No. 46804 Expires 6-30-03 19T44 Expires 9-30-01 T�'a�..„',°' BROOKHAVEN PHASE 2 Sheet 3 of 3 QAd-13212\212PGD 112.dgn PLOT DATE:24-AUG-2000 JN 13212