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HomeMy WebLinkAboutLot 41-61 Precise Grading IN THE CITY OF TEMECULA GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL 33, AS AMENDED BY ORDINANCE 93-04. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT - PHASE 6 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED NOm OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. RELATIONS "CONSTRUCTION SAFETY ORDERS. " THE CIVIL ENGINEER SHALL L 0 T S 4 1 6 1 NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS 3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS. 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE FILL SLOPES OVER 5' HIGH. RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION THAND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT TR N04 24189-5 PROPERTY, TTHAOTFTHISSREQUUIREMENTPROJECT* NSHALL NAPPLYETY CONOTINUOUSLLYALLRANDSNOT BE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY FILLS OVER 1 ' DEEP. AND ALL LIABILITY. REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE 6. A REGISTERED CIVIL ENGINEER SHA M 2 3 OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE LL SUBMIT TO THE CITY OF TEMECULA S 4 ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 6 7 8 ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 9 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �� � � 12 ETHE SHOWN CI �NLENGINEERASSUMESNOLIABILITY ASTO THESE PLANS OBTAINED BSEARCH �HEEXACTLOCATION THE AE LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 13 RECORDS - OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS. SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND ALONG TOP OF CUT SLOPES. _ IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK. WHETHER OR NOT SHOWN HEREON. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 14 AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. THAN ONE FOOT. 23 RA N 66 22 21 9. A ��/ BENCHMARKLL G DI G SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 20 THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS 19 COUNTY OF RIVERSIDE D.M. T-29-81 DATED APRIL 269 1996 & REVISED GEOTECHNICAL DESIGN AND CONSTRUCTION 6 5 18 RECOMMENDATION REPORT DATED NOVEMBER 3• 1997, & LETTER DATED JULY 28• 1999. W 17 21/2'BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE � 16 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN � 15 INTERSEDTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER CONFORMANCE RECOMMENDATIONS WTHATHHEND CRECOMMENDATIONSCERTIFICATION THAT GRADING HAS BEEN DONE I N p 4 24 25 26 OF THE INTERSECTION 1' E. OF A 7' CHAIN LINK FENCE, 22' X 16' AROUND SO. CALIF. GAS OF THE PRELIMINARY SOILS REPORT. 2 7 2 82 VALVES, 40' N. OF P.P. (NO.*) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 N g FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE � 3 3 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING O 1 31 ADJ. DATE 9/13/82 ELEV. 1128.410 PERMIT FINAL INSPECTION FOR EACH LOT. 62 11111111111111 Q PHONE: (909 ) 694-6411 W 32 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL - �Q SLOPES EQUAL TO OR GREATER THAN 51 IN VERTICAL HEIGHT SHALL BERghC PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM Z 40 39 38 Ho RoAo LEGEND EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE Z 3 7 CALIFORNIA CD G SECTION 14. 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ZD . ­4 TOP OF WALL --------------------------------------------------- TW Ln 3 6 -� m �' BOTTOM OF WALL BW 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �' -----�-----------------------•------"-------------------------------------•------" N AR OA BEE CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS 35 Uj PA R D ^� TOP OF CURB ELEVATION -----•----------------------------•"•-"-"-.-•---------• -------------- TC MATERIAL. 34 33 y �` o -� PAD ELEVATION ---•------------•-•------------------------------------------------------------------ PE PARK SITE �,AZ) `� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. FINISHED FLOOR ELEVATION .______._. FF THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL o .............................................. - SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A INDEx MAP L� n FINISHED GRADE ELEVATION ---------------------------------------------- FG REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ! o 1'-100' HIGH POINT ........ ................................................................................. HP JEREZ 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 44 AN TOP SLOPE ........................................................................................... LANE TS PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD4q0 W BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENTFLOW LINE ---------------------------------------------------------------------------------------- FL ..... 43 :: PROPERTIES. •----•-•----------------------------"---------•••............------.. 57 �j � TOP OF GRATE ELEVATION TG ' 4 HWY. 79 TOP OF FOOTING TF 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. i SITE N. T.S. GARAGE FINISH FLOOR ELEVATION GFF 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES VICINITY MAPEXISTING ELEVATION -•------- .-------•----------------•---- • ••-- (91.70) AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT FIRE HYDRANT LOCATION ------------------ .................................................. gyp ADJOINING PROPERTIES DURING GRADING OPERATIONS. 55 STREET LIGHT 0 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- �� """--"""""""""••-••"•••••-----"-""••""""••""""--"---"-"-•"•-"""""""•-•"•"••-••-••---"""" TENTHS ( 1 . 5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE DIRECTION OF DRAINAGE FLOW ---------------------------- -- - ----� ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30IN VERTICAL HEIGHT. 54. 53 DEEPENED FOOTING (6' TYPICAL) � ............................................................. 18. RETAINING WALL (BY SEPARATE PERMIT) ................................................ A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ELEVATION ( WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQ R H a SEWER LATERAL LOCATION .................................................................... ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ED T E < w I.- JEREZ LANE �W LOT w 8 ,,,,� .. 1 WATER LATERAL AND WATER METER LOCATION ...................................... ELECTRICAL TRANSFORMER 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ac � LINE 3' MIN, w �o .--..-.... .. . ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 5 MIN. MirPOWER LINE AND HANDHOLES Q SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, W ►-�. V)W - SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, CC TELEPHONE SERVICE []T, OR COMBINATION `"~ " z°" THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON o W 3 MIN. CENTER'S COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL AX GRATE ................................................................................................... ❑ 21% MIN 4' FIRE HYDRANT.... - -...... -- - - - HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10. R. � WAX � AIR VALVE 20. FINISH GRADE SHA IN --------------------------------------------•---------------------•--------.-..--........... � LL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADED ___ _________________________ __ ___________ _______________________ TELEVISION PLATFORM Q LESS THAN 1/�' PER FOOT FOR A MINIMUM OF 3 FEET. LOT FG. - � � - GRADED 6'MIN.� -•-----------------------••--•..............._..---------------------- SEWER BACKWATER VALVE- � 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE LOT FG. WATER LINE ........................................................................................... PERMITTED. SECTIONA-A SEWER LINE --•---••--------------•-----------------.._..-""----------••........-----•-•--•------------ FGSTORM DRAIN -------------------------------•----........---•--------------------------------•--.-..... 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED I N THE FIELD NOT TO SCALE PER PLAN - - - - - - -PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG �r - -� No. LOTS CY/LOT TOTAL THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE PER PLAN CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. - 1y IM N - + 21 15 315 UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY - - SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. R/W r CURB p ��• i HP 2 3 INDICATES LOT NUMBER PER PLAN INDICATES FINISHED FLOOR ELEV. :I• FF=100.0 FF=100.0 FF=100.0 PE=99.5 PE=99.5 INDICATES PAD ELEV. Li DEEPENED PE=99.5 2A 3A INDICATES BUILDING TYPE FS FOOTING 1A a--_-- AS REQUIRED z PER PLAN 12.0% a o FS MAX A ER PLAN FG FG r PER PLAN PER PLAN i 5' MIN. 3' MIN. 1% MIN. FG RIGHT OF WAYS J PER PLANDIG ALERT FIG PER PLAN EXIST. CURB AND GUTTER ED TIM A CALL CAUTION: TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS LD 99- 146 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING NOT To SCALE NOT To SCALE 1-800-227-2600 UNDERGROUND FACILITIES IS R"ENG CO UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ��'®���.i suit c1 0QQO Avenue MEN su i r• o0 Ca llat least 2 working days prior to excavating. VERIFY IN FIELD. :!��!'' c4 i°i for�°i a 92SOT (WR) i8:-OTOT CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: �ESS Designed by Drawn by Checked by SCALE pR � RECOMMENDED BY: • O%CHEL Fy EH/EMR EH EMR DATE: 9 l CITYOF TEMECULA Drawing No. DEPARTMENT OF PUBLIC WORKS Horizontal I Contractor � oP �. ,b80, P Prepared Under Supervision Of w z ACCEPTED BY: DATE: Z� r=2o' No. �'-8_9� PRECISE GRADING PLANS Inspector SEE ABOVE Date RONALD J. PARKS Vertical EDWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - _ TRACT NO. 24188- 1 LOTS 41-61 it'd sr4r civI�. Date C 6-30-03 - - _- PI?ECISE GI?ADLVG PLAI V N/A F aC CA0 R.C.E. No. 46804 Expires 6 30-03 R.C.E. No. 19744x it 1 C A R E Y ES 2 (PHASE 6 E p es 9-30-01 Sheet 1 of 3 gAd_13541\541pgd 1.dgn PLOT DATE: 02-SEP-1999 Ji 13541 . . . NOW MOM one r rwr All / U r TERMSTAGE - rEL D R3DAD � 3--./ PE=1223.1 / 3AR / L:110 • All A. �` 20.3 2 :•.. ,FG : • :. • - All •� 1`�� All, 20.0 • � HP �' 19.7 / / _ , 62.3 FL 73 o L-47.60 •:. 3p, • / M A `O 68.71' 34 ► �� �. °; 1225.0 •�,, 7 PE=1222.9 20.3 ' PE=12203 -4 / 4.'1'l "' TS / FF=1220.8 18.7 r 1BR FG FL "'Al19.3 o 19.6 1B .�• / 20.2 6 FL GF=1220.3 F � � 18.4 ` FG •� G 8.98 F 19.0 76 # \ 19.2 /� L �f HP _ ^') / VI I -I 103'98. 9�•?' 19.9 �o' `'� J, l �'�' ` ,0' 1226.4 _ , 19.3 c�� .s -n / v 47 3°� T o � HP 19.6 � d' "I / S � ' . sp FL d� 's' .t` 0 <,, / 'C� PE_1219.3 19.3 l FAllL •Sp. •s. L_-35. FF=1219.8 � Alli �o s 00 r , �ti 1C FG All45 ..5y. 18.6 J ,�5. 18.6 3 5 °' 9>>' PE=12202 d '�� 13.3' ;: . F oA• ' PE=1220.6 �N' _ co• BS • .. � . ': .• �"c� G ' _� FG 1224.6 2CR / FF-1220.7 19.1 � �c .- . � ��_ S GF-1219.3 (; r 36 FL �'p 1vol 2�1•� 18.1 6► ` �•9�, TS GF=1220.2 p - , FS 18.3 • 19.5 8, F < �� �2��'� • FL 18.0 ,l 1 l l / o- X18 s 1 �28 .. �, 9hl• FL HP o► FL •? \ ,� B 8y FS \/ T / `t � `� 18. M 1218.26 \ \ / 6�ow 5 F�- 48 ----• 32.5, - 19.1 C( TC / \ �/ 01,E 6 �2 PE=1218.6 FG rnrl 11 27.. FL �S, 117.5 FF-1219.1 -- '' �1 FL 2AR CIA I o - _ _�G C; �- - o • '�'�� \ 1217'Al .41 1216.93 ' 126.62' r r` ~� \ RIM / TC FS GF=1216.6 17.9 19. ,. � \ 12��D'9 S HP , -186 FG - 1217.9 FG . �- - F F`' All x��,. n ••.• n � 17.6 � J N 18.8 "�� FL3g' 16.8 ��. FL 18.3 -- / \ �9 6, OW'� _ �'_' 125• FL 19.1 I 44 GF-1219,4 1211.8 FS �a / 4"00 \ \ r • HH PE=1219.4 1217. F•sLay / �'� \ •./� _ _ .. I FF=1219.9 \ \ • • 0 _ 16.2 16.5 �6► I ZC \ `c, \ I 1 15.6 F FL HP S All Ln + \ � 15.7 18 7 49 FL 18.4 � FL § FL PE=1216.8 N s,,? �► \ \ 1 .38 ' 1215.2 F S GF-1216.8 FF=1217.3 38.4' TC W _ _ \ \ \ AFS 3CR 77 19.4 117.34' �', \ \ \ a, 121A. •• 16.1 :;. Q i FG �� �� . • . �+ \ 0 65 a 9.6� FL / - -�-�- ~� _ 19�12.A9 \ wy �� 16.8 •:' J i r) 6 .. °•' � 16.7 1216.1 FS •. �� C�16� Owy \ � � � - _ _ 15.3 � FG .,:. -Ads _ N ate- s `b �9 17.2 FL \ \ = FL - 111.T8w \ 43 CF!--1217.8 7.3 . All ,2,s.o Fs \ \ LOA FL - 14.6 Ln N w 1 7 FG a, 1 PE=1217.8 _ 13 - 1 LD 6p FF=1218.3 - - - 4.0 N . :,. - F L �o ir, -- ``" 17.5 1 3A �, �. - - 1 13 5 '22.0' 1 14.3 N M 17.1 16.7 < 1 13.5 1 • L FL � � X90 1213.07 F HP F � -...a � � r 1 1 FL �0 1 TC 1 1 5 GF=1214.6 PE=1214.6 1 I 64. 9 ;+ 1212•, F o FF=1215.1 1 38.4' 6 wY .1/. 1BR 17.9 I ILA 13.9 FG 116.74' f- - - • ..: �, �' ; �* 13.6 F L `ro, _- _ � %AAAFL - ~ 14.6 F '` 12.9 1212.2 F S `� - Fr,� 14.0 13.4 18+41. I • •. 1 11.6 FG L4 106,84' FG FIG FL FL FS CL 16' D I ; 1211.2 I . 1 42 GF=1214.0 12,0'/. I 1121�.40 2-0.•0� °' -► - - 1� 13.7 1 PE=1214.0 21.6' ' 1211.06 I ITC 11.4 11.9 �� FG N � �+ Hp FF=1214.5 ' u-, RIM EL 62* L � 11_FS FL FL I01 2A N .- 1 ' D Y a' 1210.2 FS GF=1212.5 51 i PE=1212.5 13.0 J 1 .5� FF=1213.0 12.2 M 0 �0 � �14.0 13.3 --� , ' I C62/. G FL FL I 2BR HP � -• p'S - : 11.8 -71 1• 100,00 vt°, -�. _ ' FL 3SAl Go 09.8 `r 1 N 1208. �� ' -. l ` - FL �_ �_ Cn 1209.1 FG C OS 6 • 125 DIG ALERT 6 8 FIG 09.2 - - o C j 110.35' FL - - p' I 0 � FIG 15.00' TM PARK SITE I 08.7 a, I I �- ' FL 1207,9 F$ �"' 1208.3 08.8 09.9 "' CALL 0 09--�5�1 4 12 74106 FS 49.3 -� CAUTION: HP PE=1209, 07.o FsFL Fc N LD 99- 146 GR 8 GF=1209.a 17+6 . jfl%`PW� 1207.3 Fc FL BEFORE � 74 All, cG-+�In � YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' UNDERGROUND FACILITIES ISSHEET �11RICKIENG COMPANY 1-800-227-2600 �`® SEE N0. 3 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 �`:��` ormA 9'A Suit ch 0 �� Ca llat least 2 working days prior to excavating. VERIFY IN FIE Suite I o0 LD. alversto.. ►�p� Ca I t Porn i a 92SOT (!09) 742-0707 SEAL: Designed by Drawn b Checked b DATE BY REVISIONS DATE ACC'D BENCHMARK: o� y y RECOMMENDED BY: DATE: / CONSTRUCTION RECORD SCALE ESs� EH/EMR EH EMR Drawing No. ' P ICHE� CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal � Qe� �: Contractor 3 Pb epored Under Supervision Of No. 46804 _ ACCEPTED BY: DATE: SEE SHEET NO. 1 1 -20 EXp.6-30-03 pate - 05? RONALD J. PARKS PRECISE GRADING PLANS Inspector Vertical All EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 24188- 1 LOTS 42-51 = 514 Date Cmplt'd N/A rF aF CA``�o� R.C.E. No. 46804 Expires 6-30-03 �• „e9 CAREYES 2 PHASE 6� R.C.E. No. 19744 Expires 9-30-01 Sheet 2 of 3 g:\d-13541\541pgd2.dgn PLOT DATES 02-SEP-1999 JN 13541 21.6' ' � �.� 1211.06 I STC � \11-4 N�� SEE SHEET NO. 2 s HP �{ FF=1214.5 RIM EL L :� 1211.1 FS FL FL I I ke ~l 2A N I 1� �2.1� 1 ` ,? ►� M 1210.2 FS GF=1212.5 51 M I 1 I o I ,r 13.0 "j I I I �' 1-�'S� FF=12 3 0 12.2 • / I I I Lin 0 14.0 13.3 � I 1 � 2------ C4 I N FL o f I I I 2BR I HP :n I I rnN m i s AFL t� 100 ,01 if W v - ' '.. 11.5 FL 38.1' -I I N' 09.8 � 1208. I � '.�'.• � 120 � �� FL , F-- �-- I �__.._.. I FG ._ y C I 08 b o 12.5 � I I 09.2 1 _ o N 110.35 1 O . _ 68 FL w .�• I I I «; o FG 15.00' I - 3 08.7 Ln .J I� _ `�- _ _ --�• U 0.8 PARK SITE Q. c -7 --i 98.00 i FL 1207,9 FS Q 1 M ' 4 � " 1 74106 ;` 1208.3 FS 08,8 09.3 09� `^ Z i ;�, m 09-=-5� _ _ 120 7.0 F °D FL FG �, &n � 17+6 •16 I y WY 1207.3 FS l I W HP i PE-1209.5 r 16 FL I - r 31.6'i FF=1210.3 Cl 16' W Y - GF=1209.' r 31.6 0 1A 11`x. 1 -. 10.6% _52 , WI I N I I 24.5' - I ••'• 23.0' FF=1210.4 1 42.1 I J I 08.8 I 09.6 I I I o9.1 FL 1 I 1CR Q HP I v I 09 8 FL _ �T` fr' o c•► I W I I _ 09.3 FFC) FG �' `� 09.0 o o -40 FL FL LO 1205.8 �I 1 06.1E I o '� I ° 09.9 FG ;. 1205.5 - �~T � 11205.94 F`' � I L v .�� M iTC - - --- _ 1 I 2:1 SLOPE -.- I117*2d 06.8 07� ar'' ` I - 75.00' • . { C� , •1q 1205.6 F S 06.3 F G N v, I i 86.00' 159.54 / I 16 pw �, FL FL Y • . 53 �. . . . .. • • . . . " � GF=1207.4 1 W :. . •:. . 20.2, PE-1207.4 1 39.2 Z 1204 co FF=1207.9 r-: Q ~� 1197.62 1200.89 / 1203.09 .9 FS 2CR 1 07.1 CURB & GUTTER�� \ 1197.04 / 1 I MESSINA STREET TC TC / RIM EL HP r•� RIM EL �'� / - 12p4 o" W �� --s - � ` •S FC 06.4 s }-- 16 c� ., - - W 13 _ _ 1.0%�_ 14 + ?5 _ _ _ - _ / �sO•>> ,�, rFL 06.7 N o >- - /1204.14 ,o, FL I I N 3 13 Q 3 I I 1196.77 ��� � I� \ /'� �� a,• , I 1196.86 M © 1196.40 c 1195.94 + 1195.61 \\ I TC I ?T :� I CURB & GUTTER /a, \ TC TC M I TC I „ .- TC � I TC �, 1198.61 + �+ ,� ,�h a� >>y.6 TC v r" r•- v �- \ / � r- U ; I T 1- t 6'_ '� r'p 04.9 / / 1200.48 Q► 1201.98mommilm 0 9 .� s • - I .. . :. 6 FL a o� TC • r, 09 07.4 Z' • \\ I / a FIG 27- - VIVO % p' 04.7 47.00' �, 46.00 46.00 44.50' I / / 97501.49 V 4.34 L=17,87' - FL 05 3 • � c� ca �� L 26.31 1 \ GF=1205.9 ,y I cn v� v� 95.8 �, / ;�' r,., C3 '" c, .;' �\ FL% 05 9 rn oU- Go N N o ` m �U- ii O FG j ��LAI � o FG ? m ao ,' L= 1 ,9 `,,s J' ` 5� FG LAI U- LA- o o U- C" ?' m `�' rn cv ILO W a, 94 o� Ln c� °`' cv �- ��I I / cv _di m T- rn N `� / v 1 •�'• PE=1205.9 �' ;-= � m m 9 .1 1?94.89 / / I ,•.. c.� ,' 01.9 TW 41 N o �' 1 S )3.6-1 � °' o � a FF=1205.4 05 9 3B ' 1 Q, F TC 1194 74 m 98.2 TF 1 `\ o ��, �, ° FL F� II i 97.5 \ 1 96.6 .' 1 FA • 1 FL 97.1 FL TC m 98.6 00.8 v, v, GF=1204.7 05.2 ' ,� c II I 97.7 I II I r F I GF=1195.7 FL 98.2 L FL 1 02.5 FL o •;� o II FL 97.3 I I GF=1199.4 % / m I o _ GF=1197.7 96.8 F L GF=1201.9 i F .I �s , 05.6 r �I o q FL GF-1196.2 i _ I 1 L O C7; F L �'.' 01.0 O. HP v o I i p �i7 i i ....... I I 1 i FL 02.6 GF=1203.6 �1 ` 03.7 04.1 i 1 i 5.9' i Q �' j 1 i i ------ FL , FL 55 FL 5.5 I 6 6.2' 1 1 I I 5.5 rti1 PE=1204.7 •� ,�o PE=1198.7 5.9 60 5.1 59 I I r 11 1 , FF=1205.2 6 2 1 _ PE=1198.2 PE=1197.T a.o 1 •-� I I 58► 5.0 57 1 8 6 PE=1199.1 5.8, FF=1199.2 FF-1198.7 -1 o I r" PE=1199.4 2 B R I 3A 1BR FF=1198.2 F I I F=1199.9 PE=1201.9 1 56 13•� \ 1AR 98 1 98 1 9T 1 2C 97.1 ,� I I I F FF=1202.4 _ 1 PE=1203.6 • i FL FL I I Q 98 6 3AR 2A "' 1 FF=1204.1 04.4 i i .. '� 1 05.9 g� l -j ' FL FL 97.6 97.6 i I FL i 0 1BR HP FG 'L`'• I 1 - 1 - I - . I r � � . 04.7 � 1 FL FL 5.1 35 35 1 i 01.3 01.3 03.0 ` 97.9 97.4 / R/W 99.1 ` FL FL 04.0 F� 98.4 _ oo _ _ HP _ 6 R/25' 1125 6' 6 HP ' FL / 02.9 FL _ HP o -- - - a, dig ? SDK SDLK 01.9 TW _ _ _ % FL a' N • a � 0 10 I I I ao 98.$ TF �, 01.6 03.3 1qrI I HP o �y en I I HP i I L 97.7 •� �=� i I I M e. � 98.7 98.7 98.2 98.2 97.7 I I 47.01' F F F FG FG FG ' I 99.4 99.4 01.9 01.9 03.6 03.6 04.7 04.7 46.00 46.00 42.68 . • I I FG 43.00' FG FG 48.00 F� FG 66.84 FG FG 47.98' F� 78 134.68' I C) •• ' 205.83 1203.19 1191.00 // TC 2:1 SLOPE = TC // I 2:1 SLOPE 71 • / 1192.22 •' . v 72 ���� ,+• �O4' / TC �s�. 1192.9 FG •'• i I 250.00' 55.9 260.81 /r . 1190.14 I 1192.72 1194 15 1197. 15 1201.99 TC TC / /� I TC TC TC SUNNY MEADOWS DRIVE / DIG ALERT TM ,- LD 99- 146 GR CALL CAUTION= ... BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALES 1'= 20' .�11�ICIC FACILITIES IS � � ENGWEEMM COMMINY 30'80 Cn t COW A V*M* 1-800`227--2b00 UNDERGROUND ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 Sults loo UNDERGROUND SERVICE A AES R 1 vers 1 Oe, Ca I 1 fornla 92507 (7)09) 702-0707 Callat least 2 working days prior to excavating. VERIFY IN FIELD, CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Essi Designed by Drawn by Checked by . RECOMMENDED BY: DATES � � Drawing No. N,1CHEC Fye, EH/EMR EH EMR CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal -! a� �% P Prepared Under Supervision Of � Contractor � w NO. ,6804 z �^ ACCEPTED BY. DATE. PRECISE GRADING PLANS 1'=20' Exp.6-30-03 w PARKS SEE SHEET N0. 1 Date RONALD J. Inspector EDWARD MIC EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 24188- 1 41 & 52-61 Vertical sr Clv��• �� � �- Orf F�� 46804 6-30-03 _ y „� CAREYES 2 (PHASE 6a sheet 3 of 3 Date Cmplt d N/A ars` 0010 R.C.E. No. Expires 19744 Expires 9 30-01 R.C.E. No. PLOT DATE: 02-SEP-1999 JN 13541 g:\d-13541\541pgd3.dgn