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HomeMy WebLinkAboutLot 53-66 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX CHAPTERGRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33• AS AMENDED BY ORDINANCE 99-23. PRECISE ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLDEEP AND BE CONSTRUCTED OPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 TRACT NO , 28482 �" I LO T S 5 3 "•" 6 6 BOOK").STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( GREEN A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE -- 2:1 . BROOKHAVEN PHASE 4 PRIVATE ENGINEER'S NOTE TO CONTRACTOR 4. PROVIDE 5' MADE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON FILL SLOPES OVER 5' HIGH. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF FILLS OVER 1 ' DEEP. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 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 ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF WITH SAID REGULATIONS AND ORDERS. 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 LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 1QOYR 0 STORM FLOWS. ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE TRACT � �'� `` PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JUNE 10. 1999. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 37 1 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONSASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. ~ 3 6 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 38 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 2 2ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE `/ ` �• 35 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING V 2 1 3 g AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. ~' 1 2 3 DAMAGE OR PROTECTION TO THESE LINES. �. � � 2 3 4 5 � PHONE: (909) 694-6411 y'��`' TEMECULA 6 3 4 4 0 0 WAY 2 0 2 4 � 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL +�� S�� I'Ll `-n LEGEND SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE �� SD EASEMENT / 7 33 41 � _ _ ______ _____ ____________ _________ _ ______ _ PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM o / / 19 25 y TOP OF WALL. TW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE � � � � s / � � -•-��• •��� � � � �•�� -- ��- � -- SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. r^ ``� TOP OF FOOTING ................................................................................ TF N 1 8 32 42 _ ________ _ _ _ __ ____ _____ _ ___ ___ _________ _ / 9 9 0 8 9 18 2 6 TOP OF CURB ELEVATION TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 8 8 00 g 7 z'` � PAD ELEVATION BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS CALIFORNIA �L ELE IO .................................................................................. P MATERIAL. � 9 q3 E SITE �` 17 27 31 FINISHED FLOOR ELEVATION ..............................--.................................. FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I5 TO BE PLACED, FINISHED GRADE ELEVATION .................................................................. FG �o �� 8 6 THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL RANC fir,, $5 10 2$ HIGH POINT HP SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 4 84 16 30 44 TOP P ...• - ..• REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �j 83 0 SLOPE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TEMECULA 82 11 2 9 FLOW LINE ........................................................................................ FL PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 8 1 S.� 15 45 .............. TOP OF GRATE ELEVATION TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT N.T.S. GARAGE FINISH FLOOR ELEVATION . ......... GF PROPERTIES. 67 12 -•-•------------------------------------------- - 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED80 68 14 46 EXISTING ELEVATION ........................................................................ (9170) 1r1ETHODs. VICINITY MAP 47 FIRE HYDRANT LOCATION _ . ._ _ _ _ 69 fi.k'} 13 48 ................. ....... 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO ,,, .a - :` 7 9 7 0 :::::< :.:. STREET LIGHT ... FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES z..Yti.` <.{.. W. ` `` •••---------•••-•-••--.--•--•................................................. ;_k ::. 4 9 TRACT N0 J 28482-� ::.:r: AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT mA .,, f ? 71 t ADJOINING PROPERTIES DURING GRADING OPERATIONS. �j0 Q •••-••--••--•••••--••-----•••--•--••----••-•• _ > :. P DIRECTION OF DRAINAGE FLOW `_ ::: RETAINING WALL ( Y P 51 B SEPARATE PERMIT) 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- ���� �� � � � �'�� � � ���••� p. a 72 �`yh{ k 52 ' APPROXIMATE LOCATION OF ELECTRIC METER Q ......... ON 4 TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o �, ........................................... { : : k o ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 1N ,�, z z 7 7SEWER LATERAL LOCATION ......................... . .. s VERTICAL HEIGHT. z cL a '. - ----------------------------- ❑ W :. . w G x W4 j .Y '•, Y ' ` >` C� WATER LATERAL AND WATER METER AT w �- �, �- 73 fi � x. E LOCATION --------------------------------- -----• ❑ 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING LOT .. ;< {,,> xtQ -- PAD ELEVATIONS. WHERE SPECIFIC VAT ° �-- LINE W °�::' � ELECTRICAL TRANSFORMER . ......................................... ELEVATIONS ARE REQUIRED. THE W u A n •-••----------••••••------ ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a 3 MIN. a w 76 _} 5 MIN• z f ..:. �' `` POWER LINE AND HANDHOLES ------------------------------•---------------.....----------- H ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE ? a� Uj A p ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHA �' z ,< TELEPHONE ............................. .. LE E SERVICE .. .................................... . Q LL BE GIVEN. zo �, « } . ..... ©0 3' MIN. 1' .. v o 75 "• `A 19. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2% MIN. GRATE............................................................................................... ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. MAX• INDEX MAP AIR VALVE................................................. 21/. ,, --------------------------------------- SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. �Z M �-T SHALL BE PLANTED WITH APPROVED TREES. SHRUBS, OR COMBINATION 1Y 1N• T x 1'=100` ......................................................................... TELEVISION PLATFORM THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON MA ON CENTERS. SLOPES OVER 4 IN VERTICAL GRADED :: > CENTER. COMBINATIONS. 15 >::>$: :v BACKWATER VALVE -•-----•..........................•------.....---------.....-----........----- HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED G'MIN.--� LOT FG, SITE PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. LOT FG, GRADING TOLERANCE NOTE 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. GIIIS NOT TO SCALE ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.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 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDNILK PER PLAN THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FG PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. �� _ _ __ UPON REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN - � SIM� 3 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. MIN. INDICATES LOT NUMBER 2 PE=100.0 No. LOTS CY/LOT TOTALS R/W =� z INDICATES PAD ELEV _� PE=100.0 FF=100.7 14 15 210 CY ��a. 21 INDICATES FINISHED FLOOR ELEV =��:� FF=100.7 3 HIP CURB I INDICATES BUILDING TYPE 2 ,�%. • 10' MIN PER PLAN �= INDICATES GARAGE FLOOR ELEV GF=104.0 GF=100.0 GF=100.0 I FS w PER PLAN 12.07. FS MAX •• �- ER PLAN -______-__====J1 �•====Z L::::�::::..d ____ a .�..... ill 3C 1� MIN, FG 10' MIN (TYP) �? N "� o 5' MIN. 3' MIN. r, MIN. "" RIGHT OF WAY • �� - -- -�• -- - --•• J/SII�PE�RPLAN `^ DIG ALERT FG DEEPENED FOOTING ....... ' PER PLAN _ AS REQUIRED. CURB & GUTTER CAL TYPICAL LOT GRADING DETAIL BEFORE YOU DIG! NOT To SCALE LD 00-204 GR 1-,800-227-2600 IN N RICK IENGINIMUNG COMPANY UNDERGROUND SERVICE ALERT Callat least 2 working days prior to excavating. �,,, . or�nW. Phoenix Tuomm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: izz3 u�t�ry�w.,er..s�a. ES Designed by Drawn by Checked by RhmI� 92W-3418.�l�:gym•FAX (�l�s�n•� � SCALE pR� a� Drawing No. 5► EH EH RECOMMENDED BY: 4 COUNTY OF RIVERSIDE B.M. T-29-8, HEL �Lc EMR DATE. CITY OF T . DEPARTM ENT OF PUBLIC WORKS 12-1/2-BRASS D[SK IN CONCRETE CYLINDER, Contractor IN THE N.W.CORNER OF THE INTERSECTION Horizontal �� = Plans red Under Supervision Of OF RANCHO CALIFORNIA RD.WITH MARGARITA W No.46804 i ACCEPTED BY: 44)4;74' �Z n �� DATE. PRECISE GRADING PLANS RD. 1.0'EAST OFA 7.0"C.L.FENCE,40' 1'=100' Exp b-30-03 RONALD J. PARKS P.P. NO NUMBER) 94 NORTH ... Date Inspector NORTH of . � � � TRACT N 4 OF THE CENTER LINE. OF RANCHO CALIFORNIA EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS O. 28 28482- 1 RD. SET FIBERGLASS WITNESS POST 1.0' Vertical Date Cm tt'd WEST OF MONUMENT. j CIV1�. ��p -�= ;- LOTS 53-66 � p N/A q F OF CA%,%* R.C.E. No. 46804 Expires 630-03 , ELEVATION: „28.410 (ADJ.9-13-82) R.C.E. NO. 19744 Expires 9-30-01:\d_1 212\212P9d 121.dgn B R O O K H A V EN PHASE g sheet 1 of 2 � 0 , PLOT DATE:21-NOV-2000 JN 13212 i I I 1 N I a 58 57 56 55 �~ I PE=1204.7 PE=1205.3 PE=1205.3 PE=1206.4 54 PE=1206.4 59 I X1202.265.9358.77'55.00' 56.40' 1203. 3 FG ' 66.90' 200.8 201.3 - 201.3 202»0 200.8 \L01.3 �� 201.3 �n � ` 202.0 - 202.0 I FG _..� - FG FG FG r'; FG FG.. -~-- - - _ v I FG ti -.__-_E� • 200.5 M .. _ _ _ �2:01.7 \ FIG „� 202.01 �n a, _ _ _ _ _____._ 201.3 1 7 FG / `y O - - - HP • - . 201.0 HP 20 . o, t o, , 201.0 HP 00.6 FL 201.3 201.3 HP 0 l 4 "' ''' 200.1 HP 200.6 200 6 2 FL o 0 FL I FL - _ o• FL FL V ' ` I N o 1 1 65 1 �- N .� 200»1 1 1 200.6 1 1 PE=1202.0 201.3 l ev �` f 1 62 FL 1 63 64 FF-1202.7 FL a 23. PE-1200.8 FL pE=1201.3 PE=1201.3 ZC I FF=1201.5 FF=•1202.0 FF=1202.0 6 6 �" I I I o '� 200.8 3C s.o' 2A 3AR 1 PE=1202.0 -� I - 1 1 i t GF=1202.0 FF=1202.7 I I �; FG 1 1 6.4 1 ' GF=1202.0 5.0' I ' 1 I I 1CR I •r I GF=1200.8 1 1 5.0' 1 1 GF=1201.3 ' 200.9 200.9 I 5.0' I 0 48.0 9 i GF=1201.3 1 1 FL 200.9 I O I v Lo " 1 199»7 1 200.2 200.2 5'0 200»2 200»2 h FL FL 1 6, I � I o w •CID FL ::• 1 200.9 C_7 � 1 14 FL FL FL FL ': ..V; FL ____�____ lle1 �, v: 4A v► rUl - �::-�i:r:_� - 1 �ss= 1.i V 1 0 . •• :s:s�ssss� 1 N'f C; • �► N LL V`y �j/ �"+ cv J , 4 tiD C '~_ O 1 O / ao ► tip .- �/ ' 1 a1 a1 a; 1 1 . CO aD O co C O1 O = O'� N O O N I . N 0; a' N . O O N \ r-- \ ~- ` ~ i N 102.79' R/W 55.00' 6 4 ' r 2.5 i 1�•f 0, ti • I [.L I I ti -2'91 4 10 � � o � 1197 54 �+ �- 1198.51 TC 1198.92 TC 1199 35 TC 1199.46 11 7.T2 TC "' a� o I I EXIST CURB ; o r; o I I + 1 w. RIM EL � GUTTER N , �: RIM EL CO,�; I I 1200.05 TC o 201.4 FG 1. .�. .� L ..._.. w.. .._.- w 1 �r_1.. ao ---� .� + - L=34.41' 117 0.76%. �- °° 19 `" =~ -�-�� 1200.29 I '` - an y- oo - O I 20 `~•�- RIM EL SANDHILL I I Go � ( I � I I LANE �- `� �- I o "�' 35 TC �O © 198.74 TC EXIST CURB c 1199.16 T I I 1 `° 3 �- 1 ``"~`- 120122 TC , _w 1197»56 TC CO I aa (N 1197.97 TC � 0 1198, as as I I � GUTTER ♦ 0 + � % 1 076% 3 L) .T �' `-' -I�I 1�1 Q T�T `` © ' I I 1200 1 TC 21 Rt -� 01- --- �`` I - ` + � "NI ti 4 I V V O . -1 100 52.11' 1.40 \ R/W L-43 7 --�. 1�-_,�„ p201.17 TC Ln \ 37.39 50.00 � .` - . E N _,.� -�. I N `. ►; ` tA 101I � � � in 6.7 - O '� O ; �n r; ~ `1 Cm O 'ax,' r O �. / w a" O c fQ t/1 N � N CO aD :::: N D7 1 M a'1 - �' 1 =_:=rs r s s •-= • N �• - rJ Q.O ~ 1 r • r 1 Q N Q1 ' .-- 01 •----y----r--- .,. �s::s r - 1 V- .sssss�ss:s:: »-O N O O C7 t0 pp_ '= Lj \ ' 0 Cm N TRACT N O, 198.8 199.5 199.5 199.4 200.2 200.4 201.1 __''� o Y 2 198.7 1 199 5 1 200 2 FL 200 4 1 1 l o W- . •- 1 1 201. =•---,.:_:; `� 000 00 °: , � '�' `�,� N 4 5.7 � 1 FL FL 1 FL FL 1 FL FL 1 FL , i 1 FL FL 1 1 FL FL 201.3 N 1 `�'o '~ "' 2.5 "'• �o `' 1 5.0 1 . 5.0 , 1 201.3 1 �' o w �• U 1 1 1 1 = 1 5.0 5.0 6.4 1 s 1 1 FL `�' :.`_� r: .0 1 ====d==== a, C GF■1'199.9 1 GF 1200.6 201.7 .� r _ F PE=1199.8 I 5.o' GF=1200.fi 1 6.6. 1 GF=1201.3 1 / 1 GF 1202.2 I FL 1 1 1 1 GF=1201.5 I _ 1 FL 201.7 ► r / 60 1 1 57 1 1 GF-1202.4 1 5.0' 201.9 � 1 FL 1 FL 8.0' 61 PE_1200.6 3.0' S9 58 3.0, PE_1201.5 56 5. 11 5 1 1 GF=1202.8 1 1 201.9 1 PE=1199 9 FF-1201.3 5 5 PE=1200 6 3.0 PE-1201. FF-1202.2 T .0 1 3 PE=1202.2 1 � 5.0 FL I 5.0' Ln a FF=1200.6 199.2 1 1CR • ' FF=1201.3 FF=1202.0 1 1B 1 FF=1202.9 55 S GF=1203.0 1 1 GF=12 a 1 ZC FL i 199.9 1 2AR 1 200.8 200.8 1 3AR •0 :203.1 •054 5.0' 1 53 1 I 199»9 � I 3B 1 � 1 1 FL 200.6 200• 1 PE=1202 8 PE=1203 0 199.2 FL 200»3 6 FL 201.2 FL 201.5 ZA _ 199.9 199.9 201.5 � 202.1 FF-1203.7 3.0' FF=1203.7 52 FL 199.6 \ �`�H�P , FL F FL 201.0 FL \ �-H-p- ♦ , FL 201.7 1 FL 3CR I 1A PE=1203.5 % - --- - - - -- - - 200.3 L - -- - -- 1 - - -- 201.9 FL FF=1204.2 ` . �H-P �+ �%o - � � �HP � � � �� FL 201.7 1 .,1-. � a' c� \ ��-'-H�-P- - - - -� - - �- :. `� �--H-P- 202.1 1 1 02.9 2 A R w- V- - � _ _L _ _ � � � - - � _ , � � FL 202.3 o, v' v, W; "r �_ � I ri In °' ;4 c V W %0% . _ _ HP _ _ � 202.1 FL 202.3 FL M m a N % \ 202.5 FL 202.7 FL HP - HP 199.9 199.9 200.6 200.6 200.6 200.6 a c a ' M ' _ - _ FG FG 50.02' 201.3 �,FG 57.84' � U��F FG / FIG FGG 201.3 201.5 201.5 cao 52.13J-F55.05 FG FG 202.2 202»2 202.4 202.4 0 03.2 51.43 FG � VFG 202.8 �'' 202.8 203.0 HP � 4B»5T FG � L=50»18' FG F 203.0 03.5 - ' � � L=50.14' FG � � EXIST 2:1 SLOPE EXIST PROJECT WALL-/ �r''r� ��,' �� ,' % L-17.98' 3•T ' FG GF N / ,' , , 52.95' ' 1 •6 EXIST 2:1 SLOPE '_ _ _ _ �___ IrB� ; - r�r_-___ ---_-_L_ I �'9�T wL_-__-____ - (1195-4 FC) ' -.. - J 1 ?FCS � --- ' + ww � �4 � - �! _� w _ www 1196»3 FV� ' 1 (1197.1 FG) _ - _ ► r ' •" w •• •• •,_.. 1 _ _ mow` -_- ~ + _ -- ,...__. .._ ..- ..- -.- - 89��. ~ -~ ~ -- - __ - __ - . - - -• rte - - EXIST SIDEWALK 11192, " •-. . ~ + - - __ ~ __` _ - _ - •� , 476.18: �� 196 6 FG) r 11 w+..wwrwwww_------ww+_rwwwrrww+.rr.rrw wwrwwwwwwrwwrrrwwwwwwwwwwwwrwwwrwwwwwwwww•rrwwwwwwrwrrr Www_wwrrwwrwwwwwrww wwww rwwww-w wwwrrwwwrrw-rwrrwwrwwrwwrwr_w 93.5 TC) -r------------------r-----r------------w-_rrw-_--_-___--_----..__w___- 93.8 TC)------------w w w r_w w w r w_w w r w`.w w w w w w-w_r w w w w r r w w_..w w.+r w w w w r_w w r�.w w r r r+w w r w w w r w yr w r w w-_r w r r r w w r w w w w r w_r r w w w w__w r r w w w r r w w w r r r r w__w w r w w r w w r r w_w w w w w__w.r w w r_w r r w r r_rrw rrw r r r wrww..wwwr_r_rww rwru.wrrwwwwr_wwwwwwww wwwwrwrwwwwrww--w.'r..rwwrw..wrrrwrwrwrwwwrwww�rwwrw-_wwwwrw..rw_.rr wwwwi.wrrwrw_w ww_"_r r_ ,ww.rwww RANCNn CAL15ORNI A ROAD DIG ALERT c� CAUTION: LD 00-'204 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1"= 20' MicK ENGINEERING COMPANY 1-844-227-2644 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 WA 1m mw tea. �• � Cal at least 2 working days prior to excavating. VERIFY I N FIELD. 1223 Univa tp Ami ft.240•X1w.ri 1 CA 32507.3418•(!0/I7t 4W•FAX (09)782-0723•wr w CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by ESslpl,_ RECOMMENDED BY: DATE: l Drawing No. REL EMR/EH EH EMR C ITY O TEMECULA ' DEPARTMENT OF PUBLIC WORKS Horizontal % �a� �% Pb epared Under Supervision Of Contractor c N•46804 /Z �0 � W = � ACCEPTED BY: DATE: � PRECISE GRADING PLANS SEE SHEET NO. 1 1'=20' Exp•6-30-03 Date RONALD J. PARKS Inspector EDWARD M1C RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NO. 28482'•' 1 LOTS 53-`66 Vertical s�4 ' � rF o� 46804 Expires 6-30-03 9-30-01 r`'•.,, it BROOKHAVEN PHASE 4 Sheet Date Cmp It'd N/A OF CIA-NiR.C.E. No. R.C.E. No. 19744 Expires ,•H 2 of 2 A 0:\d_13212\212pgd122•dgn ,,,Tr. ,