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HomeMy WebLinkAboutLot 9-21, 67-69 Precise Grading IN THE CITY OF TEMECULA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33+ AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS* THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS+ AND THE LATEST EDITION OF THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT N 28482--3 L0T NOS■ J �2I SC � I iVJ STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTEDBOOK"). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. � CYPRESS POINT PHASE 2 PRIVATE ENGINEERS NOTE TO CONTRACTOR 3, MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENTSHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY q� REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL �� CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 DEEP. SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 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 OF q�T 1"EN�ECLlLA WAY 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 ... S4' c� COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE+ GRADE+ ELEVATION AND LOCATION OF CUT FILL SLOPES. 7 D '' q�' q$ COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF lF IT �,r ALL PERSONS AND PROPERTY* THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH* DESIGNED TO HANDLE 100YR 0 STORM FLOWS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ALONG TDP OF CUT SLOPES. 'N .r� Ci THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER �° ,� LIABILITY+ REAL OR ALLEGED. IN CONNECTION WITH THE THAN ONE FOOT. r CAItFORNtA ;� PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY 101 -� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9• THE PRELIMINARY ALL GRADING LSOILS L BE DOINVESTIGNE IN ATIONMBYCELEIGHTONWITH C& ASSOC. DATED NDATIONS OF 1 9 0 102 �9� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 30, 1998 AND AS GRADED REPORT OF ROUGH GRADING 9 1 RANO �� 9�f� UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY 2000 TWO SETS OF THE FINAL COMPACTION 98 10 3 4� A SEARCH OF THE AVAILABLE RECORDS THE CIVIL ENGINEER REPDATED SEPTEMBER 7+ • SHALOLTSHALL INCLUDEBFOUNDATIDNODE�IGNEENGINEERING RECOMMENDATIONSPANDMENT CERTwFICATION ���� COURSE:HICH � 15 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES 10 4 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS - 9 7 TEMECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OF THE PRELIMINARY SOILS REPORT. 7f� � 7 � 96 105 8 27 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 2 9 NTS' EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 95 106 34 3 2 1 3 O 26 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 94 2 5 VICINITY MAP DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING O oao 3 5 PERMIT FINAL INSPECTION FOR EACH LOT. 93 2 PHONE: (909) 694-6411 9212) 4 48 495 51 3 LEGEND 45 46 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 91 77 44 22 TOP OF WALL ..................................................................................... TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 90 78 43 53 52 .................................................. ... ....................... PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5 TOP OF FOOTING TF EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 42 5 56 55 rn ................................. .. ..................•........ T 89 79 58 2�' >� TOP OF CURB ELEVATION•. - C SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. { a 88 80 41 :...�� `' C:) PAD ELEVATION . -- ------------- ....................... PE s: .-•-•- ----- 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS. DEBRIS* TOPSOIL+ AND OTHER DELETERIOUS 7 81 40 59 `'$` $'' > FINISHED FLOOR ELEVATION ................................____.............................. FF MATERIAL- 86 6 39 46 66FINISHED GRADE ELEVATION ...............................------ ......-----------•--------- FG 82 3738 63 171`1' 0 62 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED+ 85 : >f" y= °'' �" ""---' """" """' HIGH POINT HP THE TERRAIN MUST BE CLEARED+ KEYED* AND BENCHED INTO FIRM NATURAL83 ........................................................................................ ', f TOP SLOPE TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 84 111 ; ...................................................-----•----.............----.......... REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL• 110 6 4rr,,: _ , TC FLOW LINE FL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PARK SITE 72 71 .� �`� '� '�<'�'�. . ••--•-••-----•••---••• .........TOP OF GRATE ELEVATION TG PERMANENT DRAINAGE STRUCTURES* TEMPORARY DRAINAGE CONTROL SHOULD 7 6 GARAGE FINISH FLOOR ELEVATION GF 1 BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 75 ll, # : w *'' EXISTING ELEVATION ......................................... ............,.......,. 19/701 PROPERTIES• 74 � ( 73 8 ::: FIRE HYDRANT LOCATION ------------------•--------------------• .......................... 6 :::;::- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. / 5 7 }� STREET LIGHT ..................................._.____._.............,.......... 1 2 3 4 s L -------- ---- � 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO / FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES DIRECTION OF DRAINAGE FLOW .............................___.............. __. .__�--- ___�_ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ;r `` INDEX MAP RETAINING WALL (BY SEPARATE PERMIT) ................................ ADJOINING PROPERTIES DURING GRADING OPERATIONS. / APPROXIMATE LOCATIpN OF ELECTRIC METER ........._-................................ E 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SCALE: 1"=200'Li SEWER LATERAL LOCATION .......................... ...... O TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE --- ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' I N _ WATER LATERAL AND WATER METER LOCATION ......................................... D VERTICAL HEIGHT. ELECTRICAL TRANSFORMER ...-•----••--•--•................................................... 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING © o SITE POWER LINE AND HANDHOLES ................................._.............................. D PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE z ``' z ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN TELEPHONE SERVICE .. .......................... Uj ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED+ THE c8 GRATE. ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOT "'"'"""""'"'`"' `""" °� �•- LINE W P_v 3' MIN. AIR VALVE.............................................................•-•---------.......--•...... 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA a c� 5' MIN. ,� ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. W z o= V1 W TELEVISION PLATFORM ......................................................................... SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER+ 0 "'~ " zW BACKWATER VALVE ... ....-•••-•---------•------- SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION U© 3' MIN. 1' �o AIR CONDITIONER LOCATION.................................................................. THEREOF. SHRUBS SHALL BE PLANTED AT 101 ON CENTERS: TREES+ 20 ON 2% 094• CENTER: COMBINATIONS+ 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21% MAX• GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW �� MIN. PREVENTION DEVICES PER U.P.C. • CHAPTER 10.R. 21i , Mqx. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 OF THE GRADES AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADED ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 6'MIN. LOT FG. CONSTRUCTED WITHIN 0. 5' OF THE LOCAT ION SHOWN ON THESE PLANS. LESS THAN 1.1 GRADED PER FOOT FOR A MINIMUM OF 3 FEET. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE LOT FG. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.PERMITTED. A 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE INDICATES LOT NUMBER ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3 Z INDICATES PAD ELEVATION NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FG PE=1199.0 PF-=1199.0 PE0199.0 INDICATES FINISH FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THEER LAN FF=1199.7 FF=1199.7 FF=1199.7 INDICATES BUILDING TYPE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. BACK OF SDWLK 1 2 3 NO. LOTS CY/LOT TOTAL UPON REQUEST+ THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 16 15 240 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL• F ER- PLAN - - TC --��- -_� by GF01 99.0 INDICATES GARAGE FLOOR ELEVATION PER PLAN /MI .__.�- � � GF=1199.0 GF=•1199.0 HP CURB '. ' PER LAN W z !� FS 10' (TYP) o ►�-- r ;n ' LAN 12.0`/. MIN �' R/w FS MAXFG T"q7 • LAN �- F PER PLAN a . . . . . . • . . . . . . . . . . . . . . . . . . . . . • . _ �• PLAN/1 `' • MIN• 3' MIN. F TC � 5 MIN. 1% MIN. PER PLAN - `- -- � ---� -- - ---- -----� LAN CURB & GUTTER DIG ALERT TMDEEPENED FOOTING Nl[ LAN AS REQUIRED. CALL Q ""' UTILITY SERVICE POINT LD 01-0 12 GR BEFORE YOU DIG! TYPICAL LOT GRADING DETAIL ]RICK.ING G COMPANY 1-800-227-2600 UNDERGROUND SERVICE ALERT NOT TO SCALE s.■ mw >d.�a. ori Phi TUC=Ca I at least 2 working days prior to excavating. 1223 vidwsity Am,9M.240.21vaAk CA UM-5418•IM1782-0707•FAX (909)782-OM•wwwAckm*x= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: �#Essl Designed by Drawn by Checked by - // Drawing No. _ EMR/EH EH EMR RECOMMENDED BY: DATE: 2.3/D� OF S COUNTY OF RIVERSIDE B.M.T-29 81 IcKEc �_ CITY OF TEMECULA DEPARTMENTPUBLIC WORK 2-1/2'BRASS DISK IN CONCRETE RE E CYLINDER, Horizontal � 3p m P repared Under Supervision Of Contractor 1N THE N.W.CORNER OF THE INTERSECTION ) n No.46804 !A PT Y z3 �� OF RANCHO CALIFORNIA RD.WITH MARGARITA ,_ w = ACCEPTED : DATE. RD. 1.0'EAST OFA 7.0'C.L.FENCE,40' 11--2001 Exp.6-30-03 Dote RONALD J. PARKS PRECISE GRADING PLANS Inspector NORTH of P.P.(N0 NUMBER),94'NORTH OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical EDWARD MIC4 RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ _ TRACT NO. 28482-3 LOT NOS 9-21 & 67-69 RD. SET FIBERGLASS WITNESS POST 1.0' Sl4 CIVI%. ��p • WET OF MONUMENT T _ _ CYPRESS POINT PHASE 2 Date Cm ltd S f o 46804 Expires 6 30 03 R.C.E. No. 19744 Expires 9-30-01 �`'� �'�' Sheet 1 of 2 P N/A orc cA��F R.C.E. No. ELEVATION: 1128.410 (ADJ.9-13-82f p '''�• G:\d_13212\212pgd 134.dgn PLOT DATE: 14-FEB-2001 JN 13212 e• r On ............. 69.9' -n •4 a 100, r aa�, i~'' 63 JA \ N �.+ o •� t,,•-' / PE=1251.4 11.3� 3 t09•W� \� _ 122A.A - J, 29.2 ao .,i F S \ C 1a p •- �` F S r .`r ,, - 46.16 - FG N 1223 �\ \ 1 •01225.2 0 �� 32 28.5 LI co p N r,, 1224•S FS N\ � 0 $' 0 N 20_ - ��� o_ FL a �► _` - 28.9 _ ` 61 2 .5. .�-�` d* \ Q+\ � 25 •;._ . 1225• HP 27.8 ` �•' \ O�bZ N o _ p,L\. _ 1224. Sp FL 6 9 \ J \ \� J, c� T s R W ,Og------ - _ \ 15 .5 DEEPEN pE=1229.2 4 \ \ •,,a r'' r a F'X15- - - �� � \ � BW FOOTING FF*1229.9 \ -n �► r - - BW O 1 9, PE='1251.4 ' '",• \ s 1A 28.6 \ •� aII -- - _ 27.2 c,0\. \\ •' _4 / FG FL • .p 1 j� S 3 W� \ -� .1 GFyIM2 - ,� \ .2 2 7.6 1225.9 F \ C\�`$� 0 L F10,111 1 11 7 FG = o `J01 1226' 28.0 - _ - 146.16 - FG 6$•$ s \ 9 GF 1228.2 F5 --►� Q �►.�► FS FL - s + \ PE=1228.2 27.0 122 \ o\ .L 2�a2.0� '. - - ,a o + ♦ ,� \ 27.9 FF=1228.9 FL 2 1 ,\ .�,. 3 , OWE - - 31.1 HP 3AR - _ \ r - s FL - - _� cP. \ 31.4 + \ 27.6 - • \ 30.4 ' ` SCALE: V= 20' FL �' o - ' 15. Q �,\ n 1 _9. FL 68 6 5 - ► 29.4 BW �� 0.5' DEEPEN PE=1231.7 PE=1250.4 + ♦ 28,2 .pd`_ Q a \ FOOTING FF=1232.4 31,7 20 0 20 40 \ FG _� 0.5' DEEPEN "I ''► \ s 31.1 1 FG FOOTING k •p i 19•a. 19'x. FL 30 1 y \ , OWE 11, �. GF=1231.7 - 1 32.8 N /30.7 11•$q F \•:: GL FS �, - \ ♦ \ �•1 FG FL 10 r 122 . 1229.4 30.5 - - �1 FG ► ►� \ \ PE=1230.7 GF-1230.7 1229.2 FS \ \ ::. 0.2 FS FL - - _- ` \ FF=1231.463•A9 123 - - 31.9 \ \ 'r ►r �' \ � 30.4 TR VIA � OW'I -� FL , 32.8 % HP FG %♦ 13,0' • FL - - �2 -4 0 12 .43 TC \ o ,- - 66 r ,_,, . (,,► . 31.3 30.1 �_ r.' O \ \ `° 23..1 FL 67 PE=125o.4 r ♦ \ 30.7 FL BW \ �'' FS PE=1232.8 _FG 31.5 1 p,8 - 58.7' r \ •.. 123 GF=1232.8 FF-1233.5 r FL \ 3BR 0.5' DEEPEN 18'9 L \ \ 1.29 •s LAKERIDGE COURT FOOTING 2 25 W'I , v ` 32.1 r, \ 33.0 2 • 25r3A• `l C�- $ _ - 32.5 V Q r r \ FL 9.0 " 1$ 0 ^� FG G�' 32.1 HP 32.8 ; FIG Irv, 1 I • PE=1233.0 GF=1233.0 1231.8 F \ _+ :• � I 1 319 TC' c� .' . •B • ++ , , \ \ FF=1233.7 32.0 16,2' I �`7, \ �'C L=4.57' 1 9 T F `r' 21.00, :: . �+ `� `+ \ 2AR FL / 4 111.30' L=71.72' - +r T1253.90 v' _ ., ", _ •." ,. • .,• ., � RIM EL +r �+ ► \ \ 32.6 r _2�4, �OS� _J�--�--�- T1248.84 TC 2.T - _ - ti`s � 0� \ � -.-----•--•-- \ s 3 FL �''� r \ �a 1 4 4 T -.-.�..-...- -� I 1246.84 r ++ r r \ FH-P ,� 1�.1' s G1- / =39. T � T 1244.36 TC RIM EL1 PLACECURB GUTTER C - r- r d + • r 12 C.)in 50' VC Ln v N 5.11/. 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' �O FL 1 BW o •Q. o •- \ 1 1 1 FL 45.1 � 0.5 DEEPLY L rn GF 1251.5 I ► ► ` \ 04 Vol� GF=1234.8 N r M \ 1 36.4 39.9 1 42.4 1 5.8' FL T�ti/G L1 1 r., I _ 1 �`' �" 0.5 DEEPEN 1 GF 1248.7 ..i 1 �c 22 37.2 1 1 FOOTING -ij 0.5 DEEPEN - 1 GF=1246.3 34.3 1238.0 TW 1 1 .5' DEEPEN FL GF=1241.1 FOOTING GF-1243.4 1 n 1 1 50.5 -'1 I 52.9 a1 PE=1256.2 r ► + \ "ti FL 1234.1 TF OOTING j rr-1 ¢s v1 FL AGI 1 FL rrl r 20 �► 1 21 i ► � i \ � 34.4 33.4 / 0.5' DEEPS 34.4 GF*1238.0 3 i � x1 � 45.3 1 ;- � 1 n , ► r r \ t^ `60, FL FOOTING FL - '�' CA FL 19 1 PE=1253.9 5.5 n i x ` ' 1 5.0 5.5' -1252 2 5.5 r + , , -, FG GF=1235.6 0, � 1 �, -i1 - FF=1254.6 ► ► r r \ \ ' 13 % "� ~ 1 1 17 �v1 1 18 5.5' PE=1248.7 3AR ` + ; ; \ 34.1 =1234.8 oti1 ix 16 00 1 SE PE=1246.3 FF=1249.4 1 3BR 53.3 1 i ' ► ► \ r / FL PE , °'• 1 1 1 15 ``" PE=1241.1 06 1 PE=1243.4 5.5' r--- FF=1247.0 2AR 1 50.9 50.9 1 53 3 1 ` ► , , \ 34.8 FF=1235.5 � � / 1 7�3' 1 1 FF=1241.8 a� 1 FF=1244.1 r 48.2 1 1 FL SOI FL FG 1B 1 PE_1238.0 5.0 1CR 3BR 48.0 FL 1 ;, FL r r \ I 14 1 FF-1238.7 1AR 1 1 45.7 45.7 i i FL FL 1 1 n1 53.6 �u + + rr \ `�12•S PE=1236.6 5.5' 2BR 40.5 1 43.0 i 1 FL FL 51.2 - / v ' ► r + \ � FF .3 4 FL FL 48.4 � _ Etp- -�"� ^? 2CR 1 37.0 3T.T 1 0.5 I 1 42.7 4fi.0 HP ` . fTt , 1 I 1 FL 1 FL 1 HP � � ' 53.9 or 53.9 ► ► + ► r 1 �� ` 34.5 / FL HP i . _b � _ _ � - -� 51.5 0 ► 1238.0 TW 35.0 1 M N 51.5 �, 50.55' FG r ` r + HP / 34.9 1 / ;, 40.8 F 43.1 46.3 `�' 48.7 + 48.7 1 FG 46.24' FG O CAUTION: ► ; ► r 1 ` 34.1 FL 1234.8 TF FL , � �' HP� 43,4 HP 46.3 FG 47.02' FG EXIST P ► r r ` FL - .. .l. _ __ - - - - --� FG 4 FG OJECT WALL 6.92 EXACT LOCATION OF EXISTING i i 34.8 Q 34.8 � 35.3 4 - - 41'1 41.1 � 51.64' r r •- 35.6 - - HP . 38.0 47.69' FG \ °' 2.1 UNDERGROUND FACILITIES IS r rr FG FG - o� 38.0 _ UNKNOWN. CONTRACTOR TO io, 56.94' `� 5.6 G 48.36' FGv."00, 43.4 - r ► ' ' 4'35 FG1 EXIST PROJECT `� VERIFY IN FIELD. 1 , ` filWALL FG � � _-_ _ ,� _ - - �- -. .. - .. _ . _ - - - _ - - - -- - - -- - - - - -- -- - --w -- - __ _ -_ _ ���-- - _ _ - -� - - - - - - - - DIG ALERT t4b ` w .. -- -- - --- --- rr- - r _ _ .. -- �' --- -- - -- - - - - -_ .._ - - -- - '�- -_ - ""- _ _ AA - -- - ♦ ` _ _ _ - r _ _ _ - _ - � `` , ••1 _ r w rr - r.r _ .w r r_ w-_ r- - r-- r- - - .n- r -- -r r _r_-- -r r _ - __ _-_ .. -- "'-_ _w.� - - - -�'_ _ .w'�` _ _ r w "'_ __ _ _r. r_r r _ r "" ��rw.r_�r"r���r��-~�_� CAi�. ` ___ _- - - � -- - - --- - -- � _r _-_--� _ -- r. r+r - - - -- - - �PW� -- - LD 0 1-0 12 GR BEFORE _ _ �_ _ r.._ _.._ _ -- -- �- _ -+AEAf)(Mi • r - - - - ""' r _ -r- rrr_ - ww _ w .. _- r_r .r - - r- - �.- wr "-r .rr rte-•.- YOU DIG! � _ _- _ err_ "- '-�_- - '" _ .. - _ r _- ___ __- _ ���., - -- LOCO_ NEEMNG COMPANY 1-800-227-2600 - - - --�- .- MCKENG UNDERGROUND SERVICE ALERT - - CaNexcavating. least 2 working days prior to excavati :!•� mw �� � ice. 1223 University Aw.,ShL 240->Rlwsrii.CA 02507-3414-('W782-0907-FAX (909)722-0723•www.tk pw CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS Designed by Drawn by Checked by . SCALE � �( RECOMMENDED BY: �3 �� EMR/EH EH EMR DATE. Drawing No. AZ M1CHEL CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal 3QPlans Prepared Under Supervision Of No.46804 z tm ACCEPTED BY: . PRECISE GRADING PLANS A Inspector SEE SHEET N0. 1 1'-24' Exp.6-30-03 - Date RONALD J. PARKS p Vertical DWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = TRACT N0. 28482-3 LOT NOS. 9-21 & 67-69 � Sj4T CIV 1N. �P -• Date Cmp It d f o6804 6-30-03 r�,•, „�, NIA a� cn��F R.C.E.RcENo. ExpiresR.C.E. No. 19744 Expires 9-30-01 � CYPRESS POINT PHASE 2 Sheet 2 of 2 � G:\d-13212\212pgd135.dgn PLOT DATE: 14-FEB-2001 JN 13212