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HomeMy WebLinkAboutLot 1-23 Precise Grading IN THE CITY OF TEMECULA WORK TO BE DONE GENERAL GRADING NOTES .• 111111 1111 IN III • THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIXPI?ECISEG1NDI, VGPLA ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA , CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE • STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT LOTBOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED NOo NOSm PRIVATE ENGINEER'S NOTE TO CONTRACTOR A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM' CUT AND FILL SLOPE - 2:19 CAREYES 2 PHASE 8 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMINGWORK WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4. PROVIDE 5' MADE BY I * HIGH BERM OR EOU I VALENT ALONG THE TOP OF ALL THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5 HIGH. PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 7�{ NO ., 24128-5 REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF r< CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS* CONSTRUCTION W A CERTIFY THAT A : :::;<;::: SOILS ENGINEER WHO SHALL L L C E R T I H A L L FILL HAS BEEN PROPERLY :,,;,_,;,;,,,,;;,�;;,,.;,; ,,; _ _ , • PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL F ` ; SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE Y Y F T CONTRACTORS AN SUBCONTRACTORS COMPLIANCE • " }> � f•r�• '•�• I N AN WA OR THE CO C D U FILLS OVER 1 DEEP �.`. �.� �::. • e .} ' >; .: WITH SAID REGULATION S AND ORDERS. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S h ; c CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ENGINEERINGPARTM NT A WRITTEN R DEPARTMENT R I E CERTIFICATION[F I CAT I ON OF COMPLETION OF ::;;i`•2 sk:>:.:>> t:,.?cY'. :':..' :.> . ... RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE H A A T •'. .. :: ,: .. �.: ..... : :..t:Y::::�::,..:. ,� .....:. .. .�i�.:£..�. v..Y` COMPLETE ROUGH GRADING I N ACCORDANCE WITH H THE APPROVED GRADING PLAN PRIOR .. }:.. ..; , ,.:.,.. .. ..: ... COURSE F CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF TO ISSUANCE F TBUILDINGRM T. I E 0 HE PERMIT. CERTIFICATION H > : I SHALL 8 T �:�}:.. L L E 0 ��•� 1 LINE. GRADE* ELEVATION AND LOCATION OF CUT FILL SLOPES. f � { ,�} fi< ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY Y £ y rEY ii ii A.1.► CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS* AND 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. :• .'. THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. ", `:'; OWNER. AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL. 7 pY .h•: LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON TH I S -PROJ ECT. EXCEPTION FOR LIABILITY 8. FINAL COMPACTION R P R TGREATER E 0 WILL BE REQUIRED FOR A F :....:. h.:.. ..«>:.. :}. ALL ILLS ,.. WN R RENGINEER* R TH NEGLIGENCE F THE O E O THAN ONE FOOT. . RISING F OM E SOLE 0 :0. .. 9. ALL GRADING SHALLON N CONFORMANCE 66 :r ; :v.,...Y,,• THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY, UNDERGROUND BED E I C CE WITH RECOMMENDATIONS OF 1IF >: >`.F ;: UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTSik :>..... . <>:> ,.:. RECORDS. THE CIVIL ENGINEER DATED APRIL 26. 1996 b REVISED GEOTECHNICAL DESIGN AND CONSTRUCTION A SEARCH OF THE AVAILABLE RECO 8 RECOMMENDATION REPORT DATED NOVEMBER 3* 1997. b LETTER AT Y W 65 $ : > .>•f=<{ : ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES L E DATED JUL 28. 1999. SETS OF THE FINAL NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT ENGINEERING I NEER I NG DEPARTMENTCWHPCHTS�ALLEiNCLUDEAFOUNDATION I DESIGN THE SITE THE CONTRACTOR SHALL BE' RESPONSIBLE FOR NOTIFYING w-+ SHOWN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 6 4 15' ALL UT I L I TY AND I RR I GAT I ON COMPAN I ES PR I OR TO WORK OR 2 5mm EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES RECOMMENDATIONS 6 CONFORMANCEWITH THE ECO MEN AT ONS F T PR 2 D I O HE PRELIMINARY NAR L I YSDILSRPR . REPORTS T 27 KWHETHER R N T H WN HERON, AND FOR ANY THIS WOR 0 D S O E 28 29 AFFECTING S T T TH N DAMAGE R PROTECTION 0 ESE LINES* 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT D 0 D MENT AT LEAST 24 � 63 3q t HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE o 31 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 0 BSEENENCHMARK PERMIT FINAL INSPECTION FOR EACH LOT. � 62 Immomm PHONE: (909 ) 694-6411 W 32 COUNTY OF RIVERSIDE D.M. T-29-81 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL OQ` 21/ 'BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE }' RAN AN� RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM z 40 39 38 ChD ROAO INTERSEDTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE i Z 6 0 37 CAL IFORNI1CID OF THE. INTERSECTION 1' E. OF A 7' CHAIN LINK FENCE, 22' X 16' AROUND S0. CALIF. GAS SECTION 14.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. � VALVES, 40' N. OF P.P. (NO.*) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. V) 59 36 rn FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. , 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS l� �' _n BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 35r� ROAD ,; ADJ. DATE 9/13/82 ELEV. 1128.410 MATERIALS 34 33 PAI.J% v 4 LEGEND 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. m%jTim PARK SITE �l THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL 4/ ....................... �v � TOP OF WALL ...-•...................................•--•---•------------ ___ .W SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A INDEX MAP -._••. a .;;. REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. o BOTTOM OF WALL ......•.................................................. BW 1'=100' ,.:;• 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 5 8 4 4 4 5 JEREZ TOP OF CURB ELEVATION •-•-••••••-•--•..._....__•.--•-•...................................... TC LANE - R PAD ELEVATION ............*..--•-------•--•_•................. •............................... PE PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD l� OqD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 43 46 PROPERTIES. ' FINISHED FLOOR ELEVATION FF CIO N 57 41 42 FINISHED GRADE ELEVATION ..-----•......•.................... .•---......---------••--- � HWY. 79 FG SITE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED I�TH005. � HIGH POINT � N. T.S. --------...•.w......-•..................................•-•---------------•:.•............. HP 56 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO TOP SLOPE .......................•.,..••....,•-...,......................................_....w.....w TS FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES VICINITY MAP FLOW LINE FL AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT -"-'� -------`-'-•----'-" ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. TOP OF GRATE ELEVATION ......................................... TG 55 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 4�' TOP OF FOOTING .......................... w........................_...........,..............__. TF TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE GARAGE FINISH FLOOR ELEVATION ....................................;...................._ GFF ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 54 48 - EXISTING ELEVATION ..._ ............._............................. (91.70) 53 52 51 50 49 FIRE HYDRANT LOCATION ......................................................•-•--............ 18. . A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE STREET LIGHT .... .....w_..w_-_..__...•ww...w_•www•..............r........._........... ELEVATION ( WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN , ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE z = � DIRECTION OF DRAINAGE FLOW r ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. DEEPENED FOOTING (6' TYPICAL) a LOT o ... .. - -•...............•...........---•----...-•--••......--------- 19. EROSION CONTROL: ALL• GRADED SLOPES SHALL BE PLANTED WITH ROSEA LINE 3' MIN. °� �` RETAINING WALL (BY SEPARATE PERMIT) ................................................ ..© . ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 5' MIN. SLOPES OVER 15` I N VERTICAL HE [GHT. I N ADDITION TO GROUND COVER. ` METER AND GAS METERS .•........... C ] W APPROXIMATE LOCATION OF ELECTRIC SHALL BE PLANTED WITH APPROVED TREES. SHRUBS* OR COMBINATION `"~' " mw W SEWER LATERAL LOCATION ... THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20 ON o$ 3' MIN. 1' cao ..... ........... ---- •-•- CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21% MAX WATER LATERAL AND WATER METER LOCATION ....................................... HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 2% MlN N PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. Z�/ M �-• 0 Z� ELECTRICAL TRANSFORMER .......................:........... 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT M1N POWER LINE AND HANDHOLES .....................................,...._..:................... LESS THAN 1� " PER FOOT FOR A MINIMUM OF 3 FEET* GRADED GRADED 6 MIN 4 LOT FG. GRATE.... ............. ❑ 21 . NO OBSTRUCTION of FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE LOT FG. •••--•-•••-_••••••••-•-••---••-•-••••••-••-•--•-•-•-•---•••-••-----•----------•---• PERMITTED. ....... 4'FIRE HYDRANT..----...--•-•-•--••--•--•.....................w..w..._....w..ww..w.......... SECTION A-A . FGAIR VALVE ---•-•-------•-•---•-•.......................•-----•-•-•---................................. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PER PLAN TELEVISION PLATFORM ..........................w....w............ ............ Q 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE SEWER BACKWATER VALVE.......----••-•--•..............•--------------=--------.......--•--••• . FG �• -1 WATER LINE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE �� ..........................ww.._....._._.....w..ww...........•--.-••••-•••••••.•-••--------- PER PLAN - CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. _ - - 1./--►- - SEWER LINE ........................................................... ............................... _ S_.,..,..r.. UPON REQUEST+ THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY - STORM DRAIN .......................................................... - - - - - - - - -- - - ...... SUBMITTED TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. - - - - - - - - - - •:: R/w EARTHWORK QUANTITES CURB � INDICATES LOT NUMBER 2 3 INDICATES FINISHED FLOOR ELEV. N0. LOTS CY/LOT TOTAL PER PLAN FF=100.,0 FF=100.0 FF=100.0 PE=99.5 PE=99.5 INDICATES PAD ELEV. 23 15 345 DEEPENED PE=99.5 2A 3A INDICATES BUILDING TYPE FS FOOTING i 1A d.---- PER PLAN 12.0% AS REQUIRED ' a.•,� a•••---- INDICATES GARAGE FLOOR ELEV FS . MAX FG A GF=99.5 GF49.5 GF=99.5 ER PLAN FG PER PLAN PER PLAN ESSEN FG RIGHT OF WAY 5' MIN. 3' MIN. 1Y. MIN. J - - -- �-•.- - - ---.._ PER PLANDIG ALEPT , •�'� FG PER PLAN EXIST. CURB AND GUTTER Tm CALL CAUTION: TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS LD 00-068GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING NOT TO SCALE � NOT TO SCALE , 1-800-227-2604 UNDERGROUND FACILITIES IS isi-►iii RICK 1ENGINE=G COMPANY . �� 3050 Chicago Av.ni.rr • UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TOSuits 100 9 Y 9• VERIFY IN FIELD., California11111111111111111A R I veraCanat least 2 working clays prior to excavating. ■.!!.�� Cai ifonf92501 (909) 712-070T DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by , CONSTRUCTION RECORD SCALE �Ess�q,� T O Drawing' No. %CHEL �y EH EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS M �+ Horizontal ti �� R°i Contractor v Plans repared Under Supervision Of W No.46804 z .6 ACCEPTED BY: DATE: SEE ABOVE 1*"100" Exp.6-30-03 Date RONALD J. PARKS PRECISE GRADING PLANS Inspector Vertical EDWARD MICHEL RA ICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24188- 1 LOTS 1-23 Date Cmplt d e Fd�` 46804 6-30-03 �°�, ^_ ��; CAREYES 2 (PHASE, 8) i �• N/A ' CA1.� R.C.E. No. Expires19744 Expires 9-30-01 �'�' Sheet 1 of ry R.C.E. No. p ►� .�� G:\d-13541\541pgd7.dgn j PLOT DATE: 19-APR-2000 JN 13541 TRACT NO , 24188-5 EXIST 2:1 SLOPE s 8 2 �`- a•88' 09.2 •� 52.02" 12.1 ?� T� X2.2 43.89' 92. �b 50,00 ---� / 45.98 94.5 FG FG 94.5 �`,p 0.3 3.2 �,.,�- 06.2 09.2 FG �12�1 FG X15.1 51.99' 15.1 .0 �- FG 44.22 97.4 ,o 12' 3 gq.TO FG 46'9a FG \._ FG 18.0 , N 919 FG w X97_4 FG `�� 45• FG s FG 08.9 11.5 FG FG F 52.99 - HP -6 94.2 00.3 �? FG 05.9 ` l'_ - HP © 14.8 G -onMall- - - .y FG FG 02.3 �H�P °: HP w Q 8 97.1 FG HP - - -.[. _ - .. � ry HP w `1� � - .- 17.7 ` '- - -� w 1200.0 'o HP _ f - - .; /I 93.8 HP _ '" - / 08.5 08.6 1 / 14.4 -. HP. - _ �-- FL 93.9 / 6.9. , 1 FL FL FL 14.5 1 1"17.3 Q `o FL 1 i � 6.501 � � r 91.4 91.7 C ! g r o , 0 11.4 11.5 o / h u FL 1 r .9 r 1 '0 05.6 1 0 = F15 = FL o �• o = 7 = o 8 FL o � 9 a FL 1 � 1 1 02.6 1 0 05.5 • PE=1192.2 5.61 2 - 96.8 96.8 1 6 FL -= • - •� PE=1212.1 PE=1215 1 � I 69 1jq FF=1192.7 1 PE-1194 S FL FL 99.7 1 02.5 FL FL PE=1206.2 PE_1209.2 18, 1 FF=1212.6 0' 14.1 FF-1215.6 0 �► 1A 8 .0 3 99 6 FL 5 1 08 2 FF=1209.7 i 11 1 FL 10 ,/� FF=1195.0 o FL _4 FL PE=1203.2 1.0' z 05.2 FF=1206.7 ' • 1A 1 FL 3A 1 1 2C '~ PE=121 .0 I vo R 2A PE=1197.4 •81 PE-1200.3 FF-1203.7 1 FL 28 Z 1 FL 1 1 1 I r 17.0 FF=1218.5 o• CS....,�j Ic 1 1 FF-1197.9 y 1FF=1200.8 •g - �� 1 r1 .0 1 1 • i 4. 1 ��• 1 C Q. z 1= 1B 1 3C �1 1 a. .d -- ,, 1\9 1.1 GF=1192.2 1 93.5 13 1 =' �1 0 1 Ic Z 1 1 t�....... 1 .. =1209.2 1 d.......... 6.3 i FL 1 i1 1 ,�1 o I= 1 6.5' 6.2' 7 1' '�•' �-•••�' t a, 91.2 i $ _ �, = GF-1212.1 . � 11189.29 � + FL 1 FL GF=1194.5 13.......... - 1 (3•--•Id �1 0 GF 1206.2 08.1 , GF-1215.1 5.3' • TC GF 1197 GF=1200.3 1 �..... • • GF=1203.2 OS 1 � � 0 • 11 �O , % 1 93.4 96.4 .4 99.3 FL +\ FL r 14.0 GF=1218. ' Will � FL FL 96.3 FL 99x2 02.1 02.1 ,\ FL `\ 0 1 ca \ FL 16--M'9--\ I `', o• "' U- �\ - A FL , FL FL 1 \ o \ 1 ac `` \ + FL + al ! `\ p• O1 ._ / \\ FL 1 ` \ N \ i I j O 1 Un .Q N f� ti / -r� Q �' TJ - N r \ f ` �p / 4- N � / \ ir'1 � \ \ N , N-ft - % w 0 1 N O / N m N r ® \ `~ / •\ / V1 1 \ N «+ 1 \ 1 A .- N N N NO o ® N , '� \• � f ' 62.18 r` / nl nl LD N Vl ' • \ 1.0 A fV 0 r r \ r ('14 N r•• �+ N "� Ll ko CD o °-' M 4.0 + / -n o o n `�' =50.8�� `� =51.05' L Nor- ' 27.32 r- N rn � �` N `^ C-) N `» T5' T 68 v • i L=56 5 + v+ „ c„ L=14. =3 ..-� , �p ,-- -55 63 ~ 4 L=55.63' `� L- `�' ��---� �.`�-- -��� ~50.861 118 .88 TC7t - -� 1 v I '� 4 1191.14 ~- ` - . c; - }- 1205.32 0 1208.27 1 � 1211.24 "~ft ..� m, I °' � TC I r � � � I • a TC moi © C0 1214.19 �„ , Q u I a. 4 1193.43 0 3 r, w K, 1 0 I I `° `o TC _... I _._..� a I io TC I Q ---__._ ,, 4 TC ,� 1196.35 1 a: 0 1199.22 Q p o 2 2.23 ,� r „_-.•..,.,r S „_- �, - + %-- ,„� 0 121- -- `- ± _, c' * T 1 '` - T ; I V- a TC I �r 14 15 r- c, �---��.,,� I to- C C _ al MOM TC _ I �- r~ 1 I -I•�- �. - ..__ -.• ._ --� .� COURT I' Y ,2,0.25 I o ~ I 1206.59 I o CO5.0% 12 13 1203.04 3 • o _ I + 1213.91 I ' - C in I + , VC j _ ��• �. RIM EL « TC T � � '� �+ + o `� 3 1203.01 I + w .,� TC ' -- - w I I 1195.27 1200.057 I • a .�•-r, all r r �- ..--, -+ w mail•� . -- � �O RIM EL FERMO 1 f- I N - TC .�,�� I I .� I a c� -,� I 1197.22 ul 3M TC I +in m-W�- I ►- O Mumma ammeal Miamian MOM vr-- .... ell ammuma, 4p4L Ill 170 T z 1`0 ll Ell - 6 . V4 N L=55.68' ' L-58.97' L= 8 bs. OE+ • .:.• L=2 15' £b & 4n 71 � ry a, =; • . 4. U. � �-, •�• 4_ '� �, L--60.48' F-- ,�'�� L=55.10' .� ~' ^� rw �• "' c"n" to `r' © N o + "'� � W 1197 4 FG _ o o . 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I • • - o ~ FF=1203.9 `° FF-1208.0 FF=12117 .7' FL 18R 14.2 0 PE=1 18.3 A '� I i0�3 I (/3 1 4 0 1CR 03.3 2AR 3BR FL o FF=1218.8 .. -'�-' I .•• . 23 1 i 03.2 FL 1 06.8 06.9 10.5 10 6 T.1' 17.6 3CR �`' C ----•-•~- 1 -. , I I 'Q PE=1201.2 1 FL FL FL 1 FL , F r FF=1201.7 1 FL ► 1 L 17.7 ow•• - 9J 6'96LL 1=.: r I 11. • ..� � 1� 1200.7 1 1 1 � J FL �� I :•• I Q) :• 2CR 1 1 I *41 � U d, 1 FL T 8 I 03.6 ► J � - + 6' . �. QIli w it N HP 07.2 10.9 1200.4 Ah - - ��Mae � _ - `"' - - HP / 1 I 1200.9 �,+ ,-.a FL Ki ~ HP-P-� • t-O��Cr � L �-�` 1L6LL �M ,9110 `'' ; ' - � � � 18.0 I I .�" Z4 07.5 HP o 112 coQO Q w a, ,L L Z I �- •; 03.9 07.5 FG FG 11.2 14.8 l-- c43 r- I FG 51.22' 51.76' FG 14.8 18.3 J �o a' I ':.: 01.2 03.9 .83' FG � .48' � FG 51.56' � ' • I `� I /t� ' ' FG 59 8.63' 14 45.40 FV \ FG ' 18.3 l 0� I 01.2 75.13' FG Oq.7 5 08.7 57.91' 0.7 52.92' FG 22. 'OE � X81' �~ 04.7 F 08.7 12.8 -, - - 6LL ,OE 01.9 01. FG -� G �� 0 Jim, _ _ FG G �- ,OZ I �- 55.26 200.0 FG FG FG 12� )s•4 ,OZ .. �, 200.0 r ,: '/.Z L�3 S•L6LL ,OL XM ,9110 I '"- •. .: t�; °a FG w Q � FG FG a; ,�-, a-, o, ►�- I 8 Lb+LL 1 I r, :.. t- n 04.4 - - - a; )s� 19.5 �• ,L b I•'�:: � "'• :::. 01.6 :�+ HP ��08 - "' _ au - N a, FG r- N m a, .4 .. r � , F N G a S� L L6L ' I � HP - - - 00 �� HP 12.5 - y _ �`` 08.0 , ,- HP �• t� N r , 99.7 1 HP � tt tt � � �1 �� , F�, 1 1 12 1 a�• `° ,pL yi14S NP _ r - � � 04.0 , FL 1 Z♦ I ^� 1.2 1 08.0 i � \ �., of S ,9 , 0 1 , F L 1 12.1 oo ``- „ w- O�3 I � 1 FL 1 1 i FL I 1 ...� 6LL 1 1 I w r 99.3 1 1 1.2 --b 04.0 07.7 27 FL an r 0 3 6 1 1 . _ 0 26 FL PE=1208.7 14.7' = 8 15 1 1.7, �.. �• tt - - , l, L- 1 1 I o 1 FL 99.3 2J FL PE=1204. 1 FL ' PE_1212.8 15.7 15.7 �1a5 m FL PE=1201.9 FF=1205.2 FF=1209.2 1 1 11,7 FF-1213.3 FL 2 9 FL / A6.50� -- - - ----DIG ALERT owl � ,9 I I r 2 q A FF=1202.4 3.T 61.1' 2C 1 3 A 12.6' _ 1 � PE=1200.0 alai 00.9 2 A 1 1B 1 .6' 1 FL 15 PE_1216.4 - r /.. -•n • 1-� , � I � l ci FI � •, FF-1216.9 � TM CALL CAUTION: . LD 00-068 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS SCALE: 1'= 20' iW IRJCKENGNEEMNG. _ ►■.,■■,. COMPANY , UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ,s�,���, 3050 Chicago /vertu. , suite 100 Callat least 2 working days prior to excavating. VERIFY IN FIELD 0 0 20 40 RI California s2507 t909> 782-0707 r► Riverside. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS Designed by. Drawn by Checked by SCALE �# 1CHE EH/EMR EH EMR RECOMMENDED BY: DATE: !� Drawing No. � c CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor Horizonte I 8 4��. ,6e0, Plans pared Under Supervision Of � w z ° ACCEPTED a� CCE ED BY: DATE: �. • SEE SHEET N0. 1 1#=20' Exp.6-3o-03 �. � PRECISE GRADING PLANS RONALD J. PARKS Inspector EDWARD M H Date D Vertical sl C1V1� \' E IC EL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = TRACT N0. 24188- 1, LOT NOS. 1-9 & 19-23 Date Cmp It'd Orf \Fo ' 46804 6-30-03 zr �� N/A c�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 �y,,•N11M•,�,��� CARE 1 E S 2 PHASE 8 Sheet 2 of 3 G:\d-13541\541pgd8.dgn PLOT DATE: 19-APR-2000 A 13541 TRACT NON 24188%-S r EXIST 2:1 SLOPE tA ' X15.1 51.99' 15.1 .p \L4.7 52.39' 24.7 25.5 FG FG 18.0 52.99' .� 21.9 FIG ...-_/ \._._ 40.70 99 18.0 0 56,63 FGFG FG 25. 14.5 FG FG 219 FG JH! w �--:_ 4 24.4 ` 17.7 FG •cHP 1 � JHP •+•+� 1 O - - 24784.4 - - _ _ - HP � - SB3 ' FLA ` ` r 20.0 FL ` 9' �• 1 , �f r � � FL� i FL 1764 � 24.1 � c 25.2 25.5 .•� 1 0 FL r N FL : + --� S 1 ' ` ' ` r- 9 21.2 o , HP FG Q�O�... 0 PE=1215.1 • 1� : N . 25.7 r 14.1 FF=1215.6 1 ; FL 21.3 , y PE=1224.7 Q 24'4 24.9 FG FL 2C PE=1 18.0 6.0' FL 4 FF=1225.2 7. FL FL �. : �-- FF=1218.5 >,• 11 _13 9 51 1770 .8 PE=1221.9 ' 1B PE=1225.5 �•-•6666 '�• ,� Z FL 1C FF=1222., ,� FF=1226.0 2A =' 274, 11 3B r � •� , 25.4 ' 25� • ,� 1111• d 19.7 GF=1224.7 FG GF=1215.1 5.3' 0 20.9 0' FL 25.0 HP ` 1 14.0 GF=1218.0 �� � FL r 16.9 V FL x r 23.6 GF=1225.5 �� FL 1 FL r �_ �8 1 FL r ��p, 1 25.1 �0 1125.7 q 1 :p 0 1 24.4 -1226.2 FL •50,, FL : N N r FL 2CRKIIIIIj r � � N � � � ! '�• `` LI / � •N � N � 1 .��off. �c �' � . 1 N L=5 � � � "' Q� ", � � � `` rN N GF=1225.7 0.86 � N +o � � � •�•� � , Co � � N �ti PO Cr - ,1111 N ` N a, �' ���, k r 24.5 �B� =50.86' ~-°° `J Al � � -q2)9 heti• FL •.�:• " ` --. 1 L-22.39• at � � � �� � �' 411%•� . 1 19.5 1211.24 ILIM - / 6.2 1214.19 ,�• FL ,�.. �, I TCI o 3 `` r 1222.98 o • .- ... ,•. + �- d I ft 0 1217.14 a, � TC I � 1223.38 "' �,• `+° :D TG I a• o ' TC 872 �ti •� � a �� w a, 1220.55 * !o ' '10 TC o � + 1218.86 I 1 1223.17 �, '� •4 ■ I o - 1213.91 1 16 •- �,-► RIM EL I G A'' -.- TC I N '- 1 RIM EL 1217.66 mm .� _.._�,���- ' 0 1224.11 I C .. _COURT Tc_ W w � � `~ 4 t = 1220.96 I � 1224. 56.77' 3 F0 W A- % • L ,� to -6o.q�. N m 4 1223.86` 3 W ovo � � � * % w1222.97 0 N 1 (y O rte,• �: o, i(n I ry VII-4 an L 4' TC 1 E• �, N �' I , -i 13.8 13.7 FL • FL �S 17.2 17.2 .� , .�r~ �, �....� GF=1214.A � �` FL FL • ' •+i �„ � �,.q�,. '� • D•"'-1111••• GF=1218.3 22.0 ,, o `•„� ' +�°�• 19 2.5' 11 1 22.1 FL �'o o,,�• ' PE=1214.5 �, FL GF1222.1 23.0 23.2 , � 1.1 FF=1215.3 ,�, 13.0 FL ' A< F� 2 o PE=1 18.3 r� , A••••..- FL COO) ' 1 B R 14. FF=1218.8 , , / P••-_� GF=1224.1 24.5 FL "' 17.6 3CR w I '� FL V FL 17.717 GF=1225.6 FL 22.4 PE=1222.1 5' 161 , 24.5 FG '�L FL . FF=1222.6 PE=1224.1 10 i FL �' 23.3 � - , 2BR 22.5 , FF=1 24.6 14.5 8 i FL IxR FL � HP / . - "ft � 6.a 15 18.0 0 - , 22.8 PE=1225.6 HP b _HP o FF=1226.1 M - - 23.7 2s.0 3A FL , FL 24.9 -� e 51.56' FG \ FG ' - o FL ti �% 57.91' S 1863 23.8 0.7 '52 FG 24.1 HP 1 6.27 FG 54.1q 22.1 FG 25.3 12 �.4 FG g•52, - _ HP FC FG 1.01' 24.1 cr,• �r' 16-4 9.5 FFG 25.6 :12.57 16.1FG FG 19 5 /�FIG � � HP ^ ,. FG 1•6 • HP 12.1 r _ _ _ ?9,2 G Z 1.6 ?�•60• 25.6 FL .` HP FC 23.1 70.55, FG. 2$ - 3. PE=1212.8 / 15.7 1.7' 212.8 t5.7 r 20.6 e FF=1213.3 FL 2� FL 18•g , F� � 3A 12.6' PE=1216.4 FL 15.4 FF=1216.9 30 ?�•8 � �•8 11••3 lip • i FL 1C PE=1219.5 F i �r FF=1220.0 L 2, HP I ��I - _ 31 DIG ALEPTf ••cJ 1 6!4� PE=1221.JL 6 °'�i • 1 5 r 0.3 FF=1222.1 8 GF=1212.8 _ z o A CALL CAUTION: BEFORE LD 00-068L GR YOU DIG! EXACT LOCATION OF EXISTING SCALES 11= 20' 1-800-227-2600 UNDERGROUND FACILITIES IS ��i► RICK ENGINF=G COMPANY UNDERGROUND SERVICE ALERT UNKNOWN CONTRACTOR TO ����'��`�� • 1�1�■\` 3050 Ch l sago w«•x» Caltat hast 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 44 ► � R vorsIdo , Ca I I Porn 10 92507 (9091 7$2-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Essi Designed by Drawn by Checked by SCALE P� A� browing No. M%C"Ec Eyc EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor Horizontal =' �� �: W �•,680, z Plans Prepared Under Supervision Of o ACCEPTED BY o ' _ DATE: PRECISE GRADING PLANS 1 =20 Expr6-30-03 Inspector SEE SHEET N0. 1 Date �� RONALD J. PARKS Vertical WARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 24188- 1, LOT NOS, 10- 18 Date Cm It'd A54T Clv . ��,�� - - 9 p N/A f CF �,��F° R.C.E. No. 46804 Expires 6-30-03 19744 Expires 9-30-01 '••. CAREVI ES 2 PHASE 8 R.C.E. No. p r, .� Sheet ,3 of 3 G:\d-13541\541pgd9.dgn PLOT DATE: 19-APR-2000 A 13511 a