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HomeMy WebLinkAboutLot 44-50 69-77, 111,112 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER PRECISE GRADING PLANS ACCORDING TO THESE PLANS+ THE CURRENT CITY OF TEMECULA 33+ AS AMENDED BY ORDINANCE 93-04. 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 = 1TRACT NO. 2337 1- 11 LOT NOS. 44 - 50p C9 - 77 & 111- 112 BOOK"). X. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED PRIVATE ENGINEER'S NOTE TO CONTRACTOR A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ,•• ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON • OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4. PROVIDE 5' w I DE BY 11 HIGH BERM OR EQU I VALENT ALONG THE TOP OF ALL ,��Q� • THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5 HIGH. y TE�CLILA �`` � PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS ,� "Y •,� SITE PARK S 1 TIS ;� SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 5• ti REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT •� SITE S • + t CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SOILS ENGINEER WHO SHALL CERTIFY THAT ALL 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 FILLS OVER 1 ' DEEP. `.� :• + ', r>� IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S •' ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF •.' ..... f `.` . `�- - --- CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING I N ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �� _ COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE CAI-iFtA rr b a3 • ' COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO ALL PERSONS AND PROPERTY+ THAT THIS REOUIREMENT SHALL APPLY LINE+ GRADE+ ELEVATION AND LOCATION OF CUT FILL SLOPES. �► f� '' ! 51 2 �8 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS+ AND 7. PROVIDE A BROW DITCH+ DESIGNED TO HANDLE 100YR Q STORM FLOWS. �'�t 'l ,�' 3 �� b3 THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE A t Q` q� OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL ALONG TOP OF CUT SLOPES. * 3 b - = ">:-` LIABILITY+ REAL OR ALLEGED+ IN CONNECTION WITH THE � a j, 7a a a � a2 � ..., "' PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY e. FINAL COMPACTION REPORT WILL BE REQu[RED FOR ALL FILLS GREATER 15 � ,f 3b b7 b� 9' THAN ONE FOOT. ��, ` 1 �� 3a RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. � •j � ba � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF M.T.S. �► f` a� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND �. � a �± sr�� ' � � 94 PANS ARE OBTAINED BY THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON b ASSOC. DATED f 3 "" ` �` t'q UTILITIES OR STRUCTURES SHOWN ON THESE L JANUARY 30+ 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION ,•'� 3 --� Ca �� A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER Two SETS OF THE FINAL COMPACTION VICINITY MAP ' � ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPAIR DATED NOVEMBER 2+ 1998. ,�� ~ q �� NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH sof 30 1 97 SHOWN. THECONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION �,� 17r 3 � SITE �� ��j ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS `,• � � �� EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES OF THE PRELIMINARY SOILS REPORT. Af.e .23 �� AFFECTING THIS WORK+ WHETHER OR NOT SHOWN HERON. AND FOR ANY 10• THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 s,<if 19 2 QQ DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING �.�, s� 2 I TRACT N 33 ------- _ PERMIT FINAL INSPECTION FOR EACH LOT. -; 6 .,•�.. 9aINDELMAP LEGEND PHONE: (909) 694--6411 »-'»� :+ -7 1 "=200' TOPOF WALL -------------------------------------------•---------......-------------•--.....----- TW 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL BOTTOM OF WALL. BW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE •s;�� 4 (� •''� �'�., - ----"" ----•- PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ..................................................................... •' �, ;r" TOP OF CURB ELEVATION- TC EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE ++ 3 SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �� ; PAD ELEVATION .................................................................................. PE `. 2 FINISHED FLOOR ELEVATION .................................................................. FF 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS. DEBRIS+ TOPSOIL* AND OTHER DELETERIOUS FINISHED GRADE ELEVATION .................................................................. FG MATERIAL. '� ----------------••-.........------ � �� C�LF� CDlJRSIr HIGH POINT -----------------------•----........------ ----------- HP 13 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED 1% ••----------•--------••••------------••--••-••••----------•-••.....................••-•- ' TRACT NO. 23371 -9 ' , •' TOP :LOPE T THE TERRAIN MUST BE CLEARED+ KEYED. AND BENCHED INTO FIRM NATURAL ' ,* �`''., - •_ • •••..•.--_------ SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A � `, •• FLOW LINE ................................................................. . . . FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ----• ••-------------• ---••••••••------------•--•••••••---- - ••-- •� ,: TOP OF GRATE ELEVATION TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF GARAGE FINISH FLOOR ELEVATION ...................................................:...... GF PERMANENT DRAINAGE STRUCTURES+ TEMPORARY DRAINAGE CONTROL SHOULD �`:�rf EXISTING ELEVATION ........................................................................ f9.701 BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT FIRE HYDRANT LOCATION PROPERTIES. ,+� -----•---------------------•------......---•----------.•........--- WIN" 4111111 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. STREET LIGHT ................................................................................. DIRECTION OF DRAINAGE FLOW ........................................... 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES RETAINING WALL (BY SEPARATE PERMIT) ................................ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. APPROXIMATE LOCATION OF ELECTRIC METER ................................. SEWER LATERAL LOCATION -------------------------•--•---------------..........-----------•- ID 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 0 TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE NATER LATERAL AND WATER METER LOCATION ..................................... ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30IN o ELECTRICAL TRANSFORMER .................................................................... VERTICAL HEIGHT. OPTIONAL STOOP POWER LINE AND HANDHOLES .............•..................................................Z ice D 1a. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a �, _ �- STOOP .•••.•. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE = W C �3A14t-1N TELEPHONE SERVICE ..................................................................... ~ LOT c STOOP ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN I.-� GRATE .............................................................................................._ ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE LINE 3� MIN. m W ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. W 5 MIN. W2 3 INDICATES LOT NUMBER AIR VALVE......................................................................................... =w FF=100.0 FF=100.0 FF=100.0 INQICATES FINISHEQ FLOOR ELEV. TELEVISION PLATFORM ......................................................................... 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA `'' a o w ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. og 3 MIN. 1 c�a PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. BACKWATER VALVE .............................................................................. Q SLOPES OVER 15' IN VERTICAL HEIGHT* IN ADDITION TO GROUND COVER+ GARAGE Z% M1N. � ARAGE 2 STOOP 3 INDICATES BUILDING TYPE SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION 2�y, MAX• STOOP AIR CONDITIONER LOCTATION ................................................................ THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON j AIIN, GARAGE HELIGHT+SHALLL[HAVEONS9 15'PERMANENT"IRR"GATION SYS. STEM�MSPES OVER WITH4BACKFLOWTICAL • MAX• GRADED STOOP GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. + CHAPTER 10.R. GRADED 6'MIN.--� LOT FG. , GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I OF THE GRADES AND 20• FINISH GRADE :HALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. - + ELEVATIONS SHOWN ON THESE PLANS AND ALL SCOPES SHALL BE LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. rA - c b IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE NOT TO SCALE 10'MIN (TYP) RIGHT OF WAY Q r: RESPONSIBILITY OF PROV I D I NG A FINISH SURFACE THAT WILL NOT POND. PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD _ _ _ _ _ _ _ _ ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LAN EXIST. CURB AND GUTTER 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK C.4 W NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE Raw QUANTITIES FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCT I ON. --'� BUILDING FOOTPRINTS N0. LOTS CY/LOT TOTAL UPON REQUEST* THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY LAN "`-�- SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. __--� ^�•/MtN• NOT TO SCALE 18 15 270 N • HP CURB '. • , �. o:. 10 PLAN El f� '' PER PLAN 12.07. -- .. MAX � ' • •_ ER PLAN Ek FG PER LAN IPER PLAN ,5 MIN. 1/. MIN.DIG A RT ...........0/ LAN LA DEEPENED Fd_0TING AS REQUIRED. CAM Q - UTILITY SERVICE POINT LD99-098 GR B,rov°� TYPICAL LOT GRADING DEOrIAIL Ric ENGROERM COMI*NY 1-800-227-26W NOT TO SCALE 3M Chtoapp Avwnu. UNDERGROUND SERVICE ALERT _,,J �'`wold • Callat bast 2 working days prior to excavating. Cai itarnta ltS07 (WO) M-070? CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: VOESSI Designed by Drawn by Checked by RECOMMENDED BY: DATE: ?�� Drawing No. H EH EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE d.Y. T-29-81 �� MiC E( �, I IN T cYLI Horizontal � `� �% Prepared Under Supervision Of Contractor TNI THE MASS CORNER OF T�ENTERSECT�I ON �• ,600, ACCEPTED BY: 7 �9 OF RANCHO CAL I FORN I A RD. w I TH MARGAR I TA 1•=200' W Exp.6-30-03 z °ATE= PRECISE GRADING PLANS 0 EAST OFA 7.0 C.L. FENCE, SIO NORTH Date RONALD TPARKS } `' Inspector ORFF'P.P. (No NUMBER) 94' NORTH OF THE CENTER {;X DWARD MICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371-11 LINE of RANCHO CALIFORNIA R0. SET FIBERGLA55 Vertical Jr' CIV1� N! 111 112 (SUNRISE 2) W I TNESS Parr 1.0' WEST OF Morrt�Nr. r Y LOT NOS. 44-50, 69-77 & -Date Cmplt'd N/A CF CA%.%* R.C.E. No. 46904 Expires 6-30-03 r� Sheet 1 of 3 ELEVAT IOM 1120.410 (AOJ. �-13-92f R.C.E. No. 19744 Expires 9-30-01 g:\d_13212\212PGD43.d9n PLOT DATE:23-JUN-1999 JN 13212 i i PARK S1 TE r, 110- .100 0 � � � • 13 6 RIM E� � w ' 1-00 ~ r .rte . _ . , • • •r / -00 1000, -� C 1206.50 URS A . . .. i RIM EL CUTTER .. ;. ZD l � � � 13.32 ��� r�r96 SD .� EWER , - "` - 1210.46 96'S� :•: w . 1 - - _ 18 ---- r RIM EL -S E"0 W . X18 TC $,�$ I �n v L' 11567 VC Ln 08.3 w -- �` `� - �- -� ♦ o N - 09.63 TC �, - x.27 TC R s` �_ 7 06.11 w --� Cr 11.'fO C r co a4 �p►�E 3p .n _ •9 - . : - w � • 9.13 FL � ♦ 11� � FG _ � -- n � L LAD %07.7 • � � � � o _ . :•.. 07.2 BIN .: 27.85 FL • .p r, 50.2W Ln 1' 48 30 c r- 1 08.0 4 i .�. `rte ,�co�ti0 • M `` ao Q o �` 0 9. 1'�: . 0' .- 5 / o C> HP PE=1205.3 ":. r� � r: �, 6 GO ao "� N 4.5' d' 19.9 `n of N G 1 o 0 '� a� `'- `` In FF=1209.0 I \ o BW �, V- •` ::q O 9 --- Ln t1.2 TF_ `�° �, 'o �•'-�... � 1 09.8 r I 1-28 c r- 1--- 3RC GF=1205.3 1206.3 FS 1G+53.711 \ •�. ' 12.9 ,^ 5. - - - - o 1 FL 09.9 r- 1 1 v' .5' 13.1 07.6 � • CL 18 DWY ` I � -�- -"- - c° ` 1 11.0 TN 1 12.7 T 1 FL v' F 07.1 I v V FL TF 11.6 1 5.0' 12.0 12.9 FL L L FL 06.33 I ' 8.0 T GF=1211.0 9.5 FL FL FL � _ .. TC N W 08.3 F8.4 11.6 GF:1212.7 = = ► 5 FG - - 1 � I I FL L 5.0 GF 121,.1 GF 1214.1 �- 1 ;+ FL 1 $ PE=1215.4 09.0 ~ - - �-- 8� 1 � 1 10 0' I 1 1 1 1 . 1 •� F �, I GF=1209.4 f 1 � 08.4 �, 07.8 1 46 I 47 5.0 50 0 08.7 FL � FL 1 1 � 1 %0 1 PE=1209.4 1 PE=1211.0 1 48 1K=1214.16 , q _ - PE=1212.7 49 13. HP ,J I FF-1210.1 5.0 - 5.0' FF=1213.4 5.0' PE=1214.1 -12 8 FL 1 h � 44 : 4.5, ��. t 10.4 1AR 2BR FF=1214.8 , 13.4 3A o' .�I oe.s 10.4 14.1 Tw 1CR FL PE 1209A SDWK 08.8 I FL 1 12.1 12.1 1 11 7 TF 13. FF=1209.7 25 I 125 I FL FL FL 1 5 1 13.8 , 1 10.5/ RW I I FL FL 1 13.5 FL HP _ 2 B - 16+0 01 R O9 1 11.0 10.7 11.0 / 1 FL _ - .2' GF-1209.0 20.0' CL 18' WY � 1 09.4 •1 L 09. FG HP FG 0 14.2 Tw L 111 1 14.1 t° 08.4 07.9 7 18' 18' .5 FG HP� FG co _ _ _ 0.0 TF cA 15.8 14.1 - 3.8 c.► 14.1 - J-- _ - 14.1 09.0 FL FL UJ W 4 TW `^ o, _ _ _ - .T TF FG HP FG FG FG �_ - � 07.23 i� 07.23 I 06. N 12.7 Tw � �, 12.7 d�' 12.4 12.7 � - � - - - -y FG �`- -Ali TC '_' TC 06.4 TF55.00' 08.4 TF 50.00' FG 50.00' HP FG \ 59.22' .Zl'9�,- - r - - r - 1% -2. TYP. 62"00'11.7 1 1�IYP.* "52. 01 S\2 1 1'/. MIN. TYP"50.00' 8 �- . 50.00' 16.2 15.6 64"05' 16.5 5.8 - - - ti 1/. MIN. TYP. - FG FL 1/. MIN TTYP. HP �n - a+ 51+ � 12.4 - T I 13.9 F 15.5 F G �•: -- - _ .•• - FIG co a as _., I t 1 / HP G ` '. r` 15.5 16.2 0 a HP 0 L I I r- `� HP 1 HP 16.0 � o 01 1 13.6 13.6 1 15.5 15.2 1 16.2 FL o `r'• 0 KN 12.1 12.1 7 �1 I M N� -� �� I 1 o FL FL FL FL 14.7 FG FL 15.1 15.3 FG 63 . UJ�N - 0 6 1 5.0 6 0 FL FL 6 2 FL 1 5.0' FF=1217.2 1 0-� c %S'0� 1 cn 1 15.9 5 9 PE=1214.2 6 � 1 5.0' IH 9 I N Sj 0 8021 AMM ,g 10 1 > I PE=1212.7 FF=1214.9 PE=1215.8 5.0, I FF=1216.5 5.0 1 16.0 3RC z J v, 0 1 FF=1213.4 1 1C 1 5 0' FF=1216.5 1 1 1RB FG o, �. �; o, �, ,o"oZ 6.66+�� Ln I 3 A , 1 1 1 r- o o ,� S� b 80Zi al GF-1212.7 I �°- 1 1 �C 1 0 I o I 0- LLJ f-- - GF=1216.5 17.0 TW Ah A ~ 11.6 ~ GF=1214.2 � GF=1215.8 � �1 ' ,� � � � FL 11.7 � 13.1 z 1 15.8 15.5 6. 15.4 TF -86%00 1 1 0 FL GF=1215.8 15.9 1 LFG FL c� �` �� I = 1� FL 14.2 14.T 1 FG 1 ` .. 1 22 • .2 TIM 00 ell N -- - o o -) IU SZ+ I o .®.. �. .d 11.3 / i 13.0 .. 1 FL FL 14.6 1 15.2 t6...a... ...MEI 15.7 0 1 � �. "' TF i 1 FL I °:� 1 FL 14.7 FL r•- Q ac u, v, 1 �ti - 14.9 --- ` V) � FL 16.0' i ,�'bZ 1 N 0 08 78 � a, o Cr- all 0 2 rn C3 CIZ FIG q- omak c1l Lai Ll FG/ NOTE: RETAINING WALLS PER '209.39 RIM EL SEPARATE PERMIT DIG A--RT LD99-098 GR CAM CAUTION: BEFORE SCALE: V= 20' YOU DIG! EXACT LOCATION OF EXISTING F"ENGDEERM COMANY 1-800-227-2600 UNDERGROUND FACILITIES IS solo 20 0 20 40 suits 100 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 1e 1 �., 51486 A Ca llat least 2 working days prior to excavating. VERIFY IN FIELD. Col l torn l a IMT 0") 70! 0701 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by Q,adFE55/ Zia Drawing No. H EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS �' Contractor Horizontal � P spared Under Supervision Of �+ N0.466804 � � ACCEPTED BY: DATES71230 9 SEE SHEET No. 1 1'=20' Exp.6-3o-03z ate RONALD J. PARKS PRECISE GRADING PLANS Inspector �x WAR MICR RAT AN D DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 23371- 11 Vertical EDWARD `�'�rf `'"' 46804 6-30-03 - LOT NOS. 44-50 (SUNRISE 2) Date Cmptt d N/A qr �,��� R.C.E. No. Expires R.C.E. No. 19T44 Expires 9-30-01 ' Sheet 2 of 3 Ll g:\d_13212\212PGD40.dgn PLOT DATE:23-JUN-1999 JN 13212 1% MIN. TYP. •1 - �I• 1 1. - `9 4.5 I �► mss► ! � ;. 'O �'s` 1 co in ► ,•�9 69.2 0 14•? FSCd S"` _ - -���• .r ;�• C� 14 3 100 8.77. 1 o r' ! •• 1� S o Q• • ' .1 O `r �" C% 22.9' +50 �/ FF 1 Q\► ,c• �, ,c,\• - _ _ '��Q' .� 1 +45.13 d � �Q Y� Opp,�YP• '•,� ` •� �1�, ��a` �- 2009' ,� ", f V. • '216.5 FS .: CL 8' DWY 11+4 47 7.0% e5 z ,s y o ! 3` - _ _r 1y Mr ,� / ��• .3P • 1 N. r CL 18, DWY 1 21.0, GF ,� 9 °' o ryrC+ •� YP•- _ '•�,. , F 'l +' 1 - 5 Fry •c• ! ! r • 1216.6 F �1 h o �\' - ,$FG -4 2:1 SLOPE L ��yy� � s` •� 00 2•� 2:1 SLOPE w A<< •��,�` • �► os (n 22.1' �; 1r 2:1 SL OPE •o I 17.OFG 16.7 FS 88.26' 144.97 31.71' �y s�r I 1`. I I 63.73' cry 56.50' 23.6 56.50' 316 �r��c�`�G 16.1' a- - 20.9 - Hp - - - - _ � _ �• 10.4-� JH �, -�� 4. �< 2:1 SLOPE HP ,� - - � 26.3 29.2 0 � `v ~ - Ir- HP ,_ _ 34.0 C140 v 15.3 I 1 25.8 �-•-_ .�� I HP - 04 0 33 5 0 23.2 I FL 26.2 1 r �` ' 31.1 31.4 FL 33.9 � v" 1 20.4 20.8 23.4 1 ,41 I FL .8 I , FL F 1 3� i �v 5 FG V I I F FL 1 FL FL I 71 - I 28.9 i 73 L I i FL I - _ r 36.3 � I L i -, 0 28.9 - 74 2 5 25 25 69 •4 I 70 o PE-1226.6 I o 1 3 I PE-1231.9 I o _ •�8, I PE=122i.2 I o FL _ = 18� �-�� - I PE=1223.9 ,� FF=1227.3 �t I � 72 FL FF-1232.6 I o PE-1234.3 � �I - 18 4.5' FF=1221.9 I I b•1 FF=1224.6 t co 5.0 - I PE=1229.5 ,+ 5 5.5, 1B0 f \ 38.5 � 3A , 5.0 �B FF=1230.2 5.5 - ZA FF=1235.0 35.8 r HP S 1 5.7' � 3B ► I � FL 36.2 38.2 I I _ I I i o 1 FL 57 !, GF-1221.2 g I 6.2 0 I r PE=1236.6 FL , , �, 57,3 , •3�- 1 . 1 I � I I GF=1226.6 I GF=TMZ CO I GF=1231.9 1 I FF=1237.3 I a - 9 I 19.9 20.3 GF=1223.9 ' 25 2 1 I 6.5' 5.0,± GF=1234.3 76 I _ 38.2 i +- 22.6 , 1.0' DEEPEN 25.6 28.4 28.4 I 3C / r 39.7 FL FL 30.9 r r PE=1238.8 FL HP I 1 22.9 FL OTING i 01 FL 1 DEE EN 33.4 i FF-1239.5 39.4 INN •• o 17. I I FL FL FL FL 30 5 F00 G FL r = , co �., I x , FL ca FL 32.9 r '� s --4 + 2B �, FL o -ft.. --.a � � �, � ► GF=1236.6 1 I --* ' h� ` -----� o``ILn 1 :::d `� 6...s.. ---d �`� I .`•U. tv, FL N ,� 35.3 / I • d� u- �s �, cG 1 �n V. -o .- a� 5• 77 39.4 • I • ' •�1, . I cv Q `` o o°: a, r; N I -4 o ,r . v- 05o r . _ ,` r- .�• 'y r 35.7 co 6' °' o �" ��` N °' N r N N I o N N N r N N �„� "? `'� FL I r , PE-1240,0FL I - ao c� �, r co r / M M `�' .+ r 5,1' r FF-1240.7 N N Bw 56.50' o r- ""' '� ' v, r / GF=1238.8 S, , • 56.50 . R/W 56.50 =5 .20' -' cti, �.�. ,i r IC S is E _ �.r. . ,•. L--53 2Q, / \ a' M o, , 37.7 / • .. 37. FL , 18 12 TC T 0 46 TC Q � �` ` FL r r ti 1216.23 r- � �„ 23.14 TC URB 8 GUTTER M ; 25.82 TC o W _ 28 1 TC rn �- L- _ - I 17.62 FL �o 96 FL 1 ' c 2.64 F 1 a� © c °° 28 1 FL 1 °: 31.03 TC 52.50 � L_ 'o .�•h S 6 GF-1240.0 78 RIM EL �, 1 19. � . 2 L 25.32 FL - a, 4 �. ` ,,� 'S l,�r �-0 , , 1.0 DE EN m I �. „� � °D *' °° { 30.53 FL �: 0 33.46 TC ~" I °'': o 1 38.8 FO ING PE291240,0 �o - - - em U .. ., _ `� _"_ 4 `� " 'K8'SEWER - v -j 32.96 FL ,; N FL 38.9 20 21 1228.47 _ civ ; � ``'�' FL I I 1CONGRESSIONAL DRIVE L ;� 22 RIM ELI 29.77 Tc .� 35.77 TC • ' •••lk / I II 8•wATER �? � � � � °D �' �'0� L -,� l" 29.27 FL 23 , x.27 FL oA• o ,' :•. . :• • :: • :: ~- .�,� •o - 37.28 TC of tj •.. .' o` 0 36.03 T X6.78 FL T- at 28.8 FG � �'-` 35.53 TILL Lr 2:1 SLOPE L=130.40, ` o - .0 �• 9, Cm p N A � ••• 1 37.92 TC �c 0.5 DEEPEN 2 FL 37.4 FOOTING ` 37.60 TC FG 10 FL o... `` ' L� •• �� 123T.81 '• 36.3 o�-co •Op RIM EL / L: ., / .tS FL o'er '� 37.7 , 36.3 •- •, / ' • o FL � or 37.3 (P 38.91 C GF=1237.4 , FL 37.4 r �+_ 38. 37.4112 �� GF=1238.5 FL FG 36.8 PE=1237.4 , 9.1 FG 67.8 FL FF=1238.1 3AR 36.8 111 r / - TRACT N04 29033 FL 8' •o _ r � PE-1238.5 / �- �• 37.1 37.8 FF=1239.2 / pA' FL 2C 2:1 SLOPE �; 4' o 38.0 37.4 .: FL rr / // / •� 4 FG L J • / // / Q L a 38.5 38.2 - - oto 44111 s•4,TFG Hp 38.5 meq-/ FG � 2:1 SLOPE �/ / 4% 110 S°•22• / // Q PE=1238.8 440 46.0 FG TRACT 0 ., 29033 10 •-. " 45 9 / 10 g 16.3)VFL / •. • PE-_ 1238.0 DIG ALERT CALL CAUTION= LD99-098 GR BEFORE YW DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' RIM DIIIII)GROMUM COMMM 1400-227-2600 UNDERGROUND FACILITIES IS VWVAO UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 a suit* if 00 A Ca llat least 2 working days prior to excavating. VERIFY IN FIELD. ca rcrn a IM? (Well 78:-0f07 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: 001E.Ssitu. Designed by Drawn by Checked by , ? Drawing No. AZ �I►%CHEL EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal � rad � Prepared Under Supervision Of Contractor -� c � W moo 46804 z � ACCEPTED BY: DATE: Z � \000v SEE SHEET No. 1 1'=20' Exp.6-30-03 Date RONALD J. PARKS PRECISE GRADING PLANS Inspector VerticalEDWARD MIC EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NOm 2337 1- 11 Date Cmplt'd N/A 'rF aF c�►��F° R.C.E. No. 46804 Expires 6-30-03 Expires R.C.E. No. ea 19T44 x it 9-30-01 LOT NOS. 69-77 & 111-112 (SUNRISE 2) sheet 3 of 3 gt\d-13212\212PGD46.dgn PLOT DATE:23-JUN-1999 JN 13212