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HomeMy WebLinkAboutLot 51-58,78-82, 107-110 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE PRECISE LANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 339 AS AMENDED BY ORDINANCE 93-04. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE TRACT NOSTANDARD. 23371 - 11 L0T N0S ■ 51 - 58p78 �- 82 & 107 - 110 SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. BOOK ). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. rrA , PRIVATE ENGINEER'S NOTE TO CONTRACTOR 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' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL 'r THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5' HIGH. �`�� TENECLLA P WAY ~r �, PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SAN �.` \ PARK S1T� � �� SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SITE ,� . x REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �9a ,� 4 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL � F p ,' SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 DEEP. �'<`� �s �p 4 SITE �`, IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ~ ,•" � ' ', WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OFr �-- - ', CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND 5 ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CALIFORNIA f" -4 9 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �� COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. '�q ` � 1 7 51 2 4 5 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH. N 'Po ��q �` �5 •� CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND DESIG ED TO HANDLE 100YR Q STORM FLOWS+ RANCH 'gra. �' �� 63 -� THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. q �Q• , �► 90 b OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 1 Q' .'`f 71 7 8 9 0 1 82 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE THAN ONE FOOT. 5 �� � h7 _ 7 7� `� � PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY TEMECULA [�k� Jff' 27 7.� 1 �7 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF N.T.S. Q• .`� r 7 7� 3 � �� THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED ,�' 2�3 7 11 �) THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND ft� r UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JANUARY 30. 199$ AND PROJECT N0. 1196056-031 AS GRADED REPORT ,� �9 J J 2 � � �► �,;�, M)� VICINITY MAP 2 9 3 �` 'O � A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER OF FINE GRADING AND EROSION REPAIR DATED DECEMBER 23 1998 2� �`' � C� t� -)� ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO ,10 JJ 32 9�' NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN SHOWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE `,•J0 17 2 4 31 �� '3 IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY �,• ) �� r� ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR SOILS REPORT. ,.• 2 - C� EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES r,• 19 SITE �� AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON, AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 A A.A®r 2 �� DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE -: � 21 o, INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING •�~: � b TRA CT N 033 ------ - _ - ` �' JNDEX MAP PERMIT FINAL INSPECTION FOR EACH LOT. .-r�r g* 1 �� LEGEND 7 -� ill PHONE: (909 ) 694-6411 r9 1 TOPOF WALL ------------------ ------------------------------------------------------------------ TW 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL TOP OF FOOTING ________________________________________________________________________________ TF SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 3 TOP OF CURB ELEVATION --------------------------------------------------------------------- TC EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE - PAD ELEVATION _____________________________________ PE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 2 -------- 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS `. FINISHED FLOOR ELEVATION - -- ---- ___ __________________________________- _ _ FF BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS FINISHED GRADE ELEVATION __________________________________________________________________ FG MATERIAL. CDL1" COURSE HIGH POINT ---------------------------------------------------------------------------------------- HP TOP SLOPE 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, TRACT N04 23311 -9 r' /.,%% `�;. TS THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL FLOW LINEFL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A -' ............................................................. `lip `` ,' . REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ,$ -� TOP OF GRATE ELEVATION --------------------------•---------------------------------...--- TG ` ' GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GF 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF EXISTING ELEVATION -------------------------- --------------------- ------------------ (9170) PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD `. ----- BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT �� ~'. FIRE HYDRANT LOCATION _________________________ - PROPERTIES. Q�- STREET LIGHT 0-I15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. --�����-��-���--�----------------------------�������----�----�������-�-���-��---� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO DIRECTION OF DRAINAGE FLOW ___________________________________________ FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES RETAINING WALL (BY SEPARATE PERMIT) ................................ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT APPROXIMATE LOCATION OF ELECTRIC METER ........................................... D ADJOINING PROPERTIES DURING GRADING OPERATIONS. SEWER LATERAL LOCATION ------------------------------------------------------------------- D 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- WATER LATERAL AND WATER METER LOCATION __________________I...................... Q TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN o i o ELECTRICAL TRANSFORMER ___________________________________________________ 4 VERTICAL HEIGHT. �,,., z a OPTIONAL Z BALCONY POWER LINE AND HANDHOLES a W = � � STOOP ---------------------------------------------------------------- Ftl 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING o �- o STOOP TELEPHONE SERVICE LOT STOOP ID PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE = � -��-�-���""�--""-"-"�"""-��---�----------------------------"----�---�-�"---" ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN w = LINE 3' MIN. a �� GRATE _______________________________________________________________________________________________ ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED* THE 2 5 MIN. ,�, 1 2 3 AIR VALVE ..................... ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Li MIN cr_ W V)CL INDICATES LOT NUMBER ZO LD ow FF=100.0 FF=100.0 FF=100.0 INDICATES FINISHED FLOOR ELEV. TELEVISION PLATFORM _________________________________________________________________________ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA �� 3 MIN. 1 coo PE=99.3 PE=99.3 PE=99.3 INDICATES PAD ELEV. ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 2'/. M1N 1 ARAGE 2 GARAGE 3 BACKWATER VALVE SLOPES OVER 15' IN VERTICAL HEIGHTS IN ADDITION TO GROUND COVER, Y MAX' STOOP STOOP INDICATES BUILDING TYPE AIR CONDITIONER LOCTATION ________________________________________________________________ 2 SHALL BE PLANTED WITH APPROVED TREESS SHRUBS, OR COMBINATION 21y MIN, GARAGE THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON A4 CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL AX, GRADED STOOP GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 6'MIN.- LOT FG. -� LOT FG. PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND ___ + 20. FINISH GRADE� PER FOOT FOR A MINIMUM OF 3 FEET.SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN 1/4 ::.d CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. A 10'MIN (TYP) RIGHT OF WAY Zn 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 o r� RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. 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 R LAN EXIST. CURB AND GUTTER NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PLAN __�-�� BUILDING FOOTPRINTS NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY NOT TO SCALE 17 15 255 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. R/W , CURB Z4* HP / �' o=: LAN ' P L �� AN 12.0/. ' F MAX ER PLAN 10' M1 TYP �- N• 5' MIN 3' MIN. F DIG ALEPT � 1/. MIN. _� LAN TM FG DEEPENED FOOTING 17) PLAN AS REQUIRED. CALL Q - UTILITY SERVICE POINT BEFORE LD99- 156 . GR YOU DIG! TYPICAL LOT GRADING DETAIL r FiCK SVTGG COMPANY1-800-227-2b40 NOT TO SCALE I�►J►� aA®"� � 3050 Chicago Avenue ����� UNDERGROUND SERVICE ALERT Su 1 to 100 '�■®� Riveratae, Colat least 2 working days prior to excavating. �►�A/ Ca l i forn l a 92507 (909) 752-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: pROFESS� Designed by Drawn by Checked by DrawingNo. COUNTY OF RIVERSIDE B.M. T-29-81 MIcHEL Fyc EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/2' BRASS DISK IN CONCRETE CYLINDER, Horizontal �p� �! ?� P fans epared Under Supervision Of I N THE N.W. CORNER OF THE I NTERSECT I ON o NO. 46804 Z % t/r.t /11w ACCEPTED BY: DATE: OF RANCHO CALIFORNIA RD. WITH MARGARITA 1`=200' Exp.6-30-03 � 1 � CISE GRADING PLANS Ins ector RD. 1.0 EAST OF A 7.0 C.L. FENCE, 40 NORTH Date _ 9_1Z_ _ RONALD J. PARKS P of P.P. (No NUMBER), 94' NORTH OF THE CENTER � � WARD MICHEL dTICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0, 23371- 11 LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical _f � WITNESS POST 1.0' WEST OF MONUMENT. ST CIV 1\. �Q Date Cmplt'd 4TF o��' 46804 6-30-03 LOT NOS. 51-58, 78-82 & 107- 110 (SUNRISE 2) ELEVAT IONt 1128.410 (ADJ. 9-13-82) N/A CA��F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 %r, 1 Sheet 1 of 3 g:\d-13212\212pgd52.d9n PLOT DATE:07-SEP-1999 JN 13212 PARK S I TE 20 Ao / V 4, / C�5 77 l \ Q, x 7- 96,S 1 .� .� 1213.46- - - - - - - - - - - ..._ . ..._. ..._ _... . _.. 1214.82 ' F � � ~'� RIM EL -`� � co- RIM EL • - - 7 (:q8 �, 0 _ , ^ CURB & GUTTER s. �`( ,ti 12 88 TC 7' S INOLE STREET21 . 1 1 O W - c.,'' w fR CID 13.32 TC o 3 13.76 TC�w ►; 14.26 TC ': 3 Ln �;r, 3 14.76 TIC N �: 15.39 T -,- ~. ` 1 ��/ :• / Mh-- II , p o c,, (_ o _-, "` o - c., ' = I �� 16.81 T C `` _ ~S r Gj 0 .�. ;88.30, � ` v I �, N v v T-1- "' v -,` w , ` .02 N� _16 ' -o 18.70 T� p• � .. cry � . M 3 �' .o ,�• - `� L= 8- � \ _ 8.60' I = 1' � _ / 9 5 w o • . a c� 0.20 V) c, �„ 50.20 - �, cn ---- h' - q i F( 14.1 ,1- o o v - - _ N ` ' 77 r!y F,�E'7 r� N .N• r.' Cr, cv o M 4 �, T 'r' �•'� 7 cv L, ` S R9A EL 7' T 73 F L N N N co ^ �; o oLn. o ^ a: of r�N 1 o v '• 19.92 3S F 279 •7 r2r F ,7 ,_ N ? no 1 0.- N a; �v p - , rte. 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GF=1215.4 5.0 1 13.9 TF GF=1216.3 GF=1216.3 5.2' ' FL W�' r v, - 9,7 ( ?7 7 20.3 TW 4? , Bw ,A: 59 - Fc �,4 98 73 GF=1215.4 , 1 GF=1217.3 17.0 IF �-)0 .K S ??' •: F '6 1 1 GF=1218.3 C 0.01 4 s 7•, 00, . �\ \J ( r , 16.3 TW 1 5.2' i 18.3 TW f�! 38 1 1 13.9 TF 5.0 54 �� 16.1 TF 5.0' I _ FL 21. 4 �r 7 HA 1 1 1 r 53 _ 1 PE=1217.3 1 GF-1220.3 1 �'° q 7 PE=1216.3 1 PE-1216.3 5.8 r 1 9.5 1 21.48 7 7S _ _ PE-1215.4 1 52 1 _ _ 17.3 TW 16.7 FF-1218.0 GF=1220.5 1 TC ; S, 15 7 FF-1217.0 5.0 FF=1211.0 56 1 1 FL FG / '� `� HAS � 76 c ` � _ a; FF=1216.1 PE=1215.4 1 15.7 , -•-• 5.0 15.2 TF FL 3CR 16.7 PE=1218.3 r ;. 4J ;•,: ( `FG ? 7S o TR '•0' FF=1216.1 i FL 3AR FL 2C 1 I FF=1219.0 5.2 1 / / .6 14.7 14.8 2B 15.7 15.7 i FL 57 5• 6 '�( r FL 14.7 ' 17.7 2A PE=1220.3 FL 14.8 / i FL FL i 5.0 i FL 17.7 FF-1221.0 // 2 F'7 27S S3 7! 905, / L FL Ln _ _ _ _ r 5.0' 58 ✓ ;_,. ?y6 •e ( ti1fN F 9,7 1 �--- - - - N Qo II 1 N FL 19.7 �B R =12 1�1 •S �/ 7 , lrA C 1 ^' L•-- J / 17.0 0 % % 5. 1 FL 19.8 =12201.2 B S0, E2 6;2 00 r 16.0 0, 17.3 �+ NL I 4 19.7 FL 20.0 1 F h��` . "' i 16.3 1%+ 16.3 � iC-.OT HP + J - 3A� _ - - o - HP FG16.3 FG _'- _ _ FLFL0 0 - - � 15.1 FG 16.3 lop, 6 15.1 �+ HP FG-\ 17.3 18.3 �Q• 7S0 F ­17 `� &S :° 15.4 15.4 HP 15.4 16.3 TW 18.3 , /v •fir _- Fc 7277E,S 7 �+ F� FG FG 15.8 TF 19.3 TW FIG \ 20.3 20.0 - x, - / ��/ 3,Q �? 60 0 19.3 TW 3' RETAINING 15.8 TF 18.3Tw w �� 20.5 - b� C' / F 15.8 TF ^ 16.8TF 21.3T 21.3TW HP 20.3 � 0• o / F S9^�,i � ( 15.4 � a WALL BY � 17.8 TF °D FIG a SEPARATE ' 17.8TF FG o, (005 / 7 i w �. 2.1 SLOPE ,` 0 23.3 TW // 3 RETAINING HP � F•8 /27sS IX` Q M PERMIT o WALL BY 19.8 TF 20.5 TW / ,791 C =• ^ r- SEPARATE ;v 23.3TW 19.8 TF 00 20.5 2 , '( �~ PERMIT 3 RETAINING N LO FG 9, 6 �: 9 �Q' 7S ^�• PE WALL BY 19.8TF Ln 5 Rtw CIV P Q 2:1 SLO SEPARATE �r; a, 2:1 SLOPE SD(K / 2$- c\,• ��' ( F •S / ^,, o PERMIT v 2.5' R/W a 25.0 /50, 47.58 46.37' 46-40' / 18, �' •. � 7S � 38.36' 1$.35' 37.0 N2$.03 28. o •9 jFw 50.28 .14' 39.5 53.36 39.2 39.5 38.3 38.3 FG � 36.7 37.0 1 // / SD•5 � 4 �-�--- w FG #_0 FG ^9 38.0 FG - - HP N FG 36. 71.93 Sq,q 27. 4 LK v yP.J _ �2 57.34 0.0 N 40.0 FG �, 0 39.5 TW °n 38.3TW -� FG 8 // 2,5, N' - S� w o M1 1 l � FG °' FG f ��� o "-' HP I o 0 35.8 36.1 C �� T 5-1.3q 39.7 v, ;o ` 37.5 TF _ _ 36.2TF v� o N FG _ // ^' 1 �--- �� C° , Cr) �•� _ y _ HP F / 79, r!` er i4l) _ - ��� / m 1 36.478 9 TAF SFC 58.2a a, �- Q N - � 38.9 38.9 , / � � Q` �r ao F L 36.4 X97 l� R�fr �Rgl�,q(4 A / o FL FL i FL lF F 5 ° ► a 'S°�' r 1 37.7 37.7 35.5 1 'S'� r 'S°�• �, i , 79 FL � 1 35.5 39.4 39.4 FL 8 0 PE=1237.0 FL r / , 6�' 1 'L �•, '` 78 FL 5.9' PE=1239.5 PE=1238.3 FF=1237.7 0 FL 4 / 'a .5 FL FF=1240.2 - 82 0 • 36• �ti . , -,�,�AO•-\ 5 PE=1240.0 1 FF-1239.0 1 C R I -� / �� •= 57.00, PE=1236.1 �Q _ � 3 F� F\' � Q�..\2�0• 1 5.5' FF=1?_40.7 , 2BR i 3CR r i 1 � FF-1336.8 GF=1238.3 1 1 1 2 A R QX., �`L3� S, 5.5' 38.3 TW ► / y, �. a0 GF=1239.5 5.2 37.2 35.6 TF GF=1237.0 0.5' 1 o %Ne 1 u=imr1 n 7.�i' 7n xn cTui -- 37.2 -►� nrrnr�i r�r ..,-.� . 1 /�// / SEE SHEET NO. 3 DIG ALERT TM LD99- 156 GR CALL BEFORE YOU DIG! SCALE; 1•= 20' moi►''RICK IENGRCERING COMPANY 1-800-227-2600 ®■,. i UNDERGROUND SERVICE ALERT 20 0 20 40 ■■■ RIvers Ido. ����. h capo Avenue Suite 100 Callat least 2 working days prior to excavating. MIN Ca l l forn l a 92507 (l09) 782-0707 SEAL: Designed by Drawn by Checked by • CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE pR�ESS► DATE. Drawing No. ACHE S F EH/EMR EH EMR RECOMMENDED BY: CITY OF T DEPARTMENT OF PUBLIC WORKS �, M L tip, Contractor Horizonta I �Pe4 z Plans Prepared Under Supervision Of �► w No. X6804 z ft ACCEPTED BY: DATE: LZ Inspector SEE SHEET NO. 1 1'=20' Exp.6-30-03 Date _ 9411100121-f? �, RONALD J. PARKS PRECISE GRADING PLANS P EDWARD MI HEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS Vertical TR N0. 23371- 11 " T'4T CMV R��p _ _ _.!� Date Cmplt d N/A F cA��F° R.C.E. No. 46804 Expires 6 30 03 1 T44 _30_01 � y 1"q LOTS 51-58 (SUNRISE 2) Sheet 2 of 3 R.C.E. No. 9 Expires 9 g:\d_13212\212PGD53.dgn PLOT DATE:07-SEP-1999 JN 13212 SEE SHEET NO. 2 C> ~ ` 19.3 TW L3' RETAINING 15.8 TF - 18.3Tw 1 T w ' 20.0 - 20.5 /� 0 15.8 TF WALL BY u, 16.87E 2 •3 21.3TW HP 20.3 0, SEPARATE �° 2:1 SLOPE a•, 17'8 TF 3, RETAINING 17.8TF TW FG HP or- ~ PERMIT `'� •' ~ WALL BY o 23.3 20.5 TW c 19.8 TF y, rn r- SEPARATE `.'� N 23,3TW 19.8 TF oo 20.5 2� PERMIT "' 3' RETAINING r% WALL BY % 19.8TF ,n 1O FG • v� 2:1 SLOPE PERM IT TE 5, Ri • / w 47.581 1 46.37' A 50.2 ' 38.36' 18.35' 37.0 N28.03' 46 40 50.28 .14' 53.36 39� ` 8 3 38 3 FG o 36.7 37.0 3 . . S 39.5 w 39.2 FG to FG 38.0 FG a - - - _ HP N FG 36.1 71.93' 4 48, 7. 4 40.0 h, 40.0 FG _ �, 39.5 Tw �, 38.3Tw - FG o FG 39.7 �, FG o �� � 37.5 TF HP 36.27E - � o ?.; 35.8 � -• - - --� � �~`\' _ _ HP FG 27.38 Lo HP � � rn - FG l l � 1 ��rn � 36.4 i 38.9 38.9 1 FL 36.4 / A ' co FL FL FL 1 'S°�• 1 I,, ' 37.7 37.7 81 35.5 F\. 39.4 �' 79 FL 8 0 FL PE=1237.0 FL 35.5 � 3 FL 78 FL 5.9' PE--1239.5 PE=1238.3 1 FF=1237.7 0 FL � � 5.5 PE=1240.0 FF=1240.2 FF=1239.0 i SCR 1 82 5.5' FF=1240.7 1 2BR 1 3CR , PE=1236.1 1 i 1 1 , , FF=1336.8 N 3AR ,- _ 1 2AR /�/ i (;F=1238.3 r i 5.5 38.3 TW 1 1 •�// / tiQo GF=1239.5 5.2 37.2 3537.2 F GF=1237.0 0.5' i GF=1240.0 7• 38.4 39.5TW 35.9 DEEPEN GF=1236.1 1,5�/ o� FL FL FOOTING 5 DEEPEN ,5�°s 38.9 1 FL 36.87E 1 � FL I 35.0 �OOTING m 1 F FL � � � � , � ---�--- --; � - cn v, :� 35.8 1 I FL �.---- 38-10 - � - a; 4 � C3:-:: FL 1 35.0 32.5 W Oo, 1 F L / I ' w ry 38.9 1 A a: o . ac w FL �� to to in °' 35.6 v r' 5 , FG a-, 'O QD o o FL ca ,, n �J a° �' I�~ F N ,�, _ �3� ,r, •�• ----- 12.3,rn o ' W en •- N �. a 32 7 // / o-- � oN vL- 5 2 ' `'� rr' L=49.70' ' `�' N -W o _ T / 3 0 -4 .70 N / / • y- � 36.62 � � r; � - ; 35.43 0 }- O y- 37.69 o I 11236.50TC - � TC '- v CUR & ,:::.•: .:. 37.92 0 1237.81 I TC �, �, RIM EL - °D M - GUTER 4.26 LO �., TC <" - RIM EL -� I N I26 2.5% a° o Un- 00 .�.��-y-�- - I (V U - ^- N V ` OOp - I �•, t� -5 J I - +-�- �..._ 00 33.68 Jit N U ►l'1 - �.� N � O N --� r T C (BW Al 2 V �---GUT7Ei{ �1mio- 36.57 � - - -� ,` // / GR�SS 0 - .� � 34.94 Z.�� ,� }- 1233.36 CON -'� N J N 00 N w .�. -�L / �r -37.60 TC � � " _ � 1 TC � �~1� -- -� RIM EL _ . 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EXACT LOCATION OF EXISTING I I i i►�RICKIENGRqMZING COMPANY 1-800-227-2600 UNDERGROUND FACILITIES IS ,�®���� 3050 Ch)Cagy Avenue UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ONE Suite 100 Ca I t forn i a 92507 (909) 792-0707 Ca II at least 2 working days prior to excavating. VERIFY IN FIELD. DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE pF#Ess1 RECOMMENDED BY: DATE: Drawing No. EH/EMR EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal � 3P� � Plan Prepared Under Supervision Of Contractor o No. �` Z ACCEPTED BY: DATE: - PRECISE GRADING PLANS 1"=20' Exp.6-30-03 9- RONALD J. PARKS SEE SHEET NO. 1 Date wpm Inspector � EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TR NO. 23371- 11 Vertical - sl - ,p � LOTS 78-82, & 107- 110 SUNRISE 2� Date Cmplt'd N/A 4rF of C �� R.C.E. No. 46804 Expires 6-30-03 �. , Sheet 3 of 3 R.C.E. No. 19744 Expires 9-30-01 g:\d_13212\212PGD54.dgn PLOT DATE:07-SEP-1999 JN 13212