Loading...
HomeMy WebLinkAboutLot 33-45 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA dmmmm� WORK TO BE DONE I . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 339 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 = I%. TR /� STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED ACT N 28482 - 3 L NOS , 3 -- 4 BOOK"). A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . CYPRESS POINT PHASE 6 PRIVATE ENGINEER'S NOTE TO CONTRACTOR 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 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 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS � SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH�Q REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE T PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL Q STATE OF FILLS OVER 1 ' DEEP. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION f SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE �Q 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE .� ,�kg` T�MECL�A WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF `' WAY ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR � , �cCONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 7 r� �, �S.' .� �` S� c{` COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. �"" IT ao� COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF v ��, 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS, ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY z CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ALONG TDP OF CUT SLOPES. t=+ G THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL ,� LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE THAN ONE FOOT. -, CALIFORNIA PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 100 101 q -� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 10 2 'Qc,� THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 309 1998 AND AS GRADED REPORT OF ROUGH GRADING 9 ANC �fj, UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DATED SEPTEMBER 7, 2000. TWO SETS OF THE FINAL COMPACTION 9 8 10 3 � '� A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER REPSHAaRTSHALL INCLUDEBFOUNDATIDNDTO DESIGNEENGINEERING RECOMMENDATIONSPANDMENT CERTWFICATION HICH ��L,� ��U�s� � 15 � ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES 97 10 4 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS -rll JO 2 3 3 7 �- 1 5 1D 5 2 7 TEMECULA SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OF THE PRELIMINARY SOILS REPORT. 9 6 2 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 95 106 2 1 302 9 26 N.T.S. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 9 4 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY � INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 25 VICINITY MAP DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. 93 � o� 2 PHONE: (909) 694-6411 9244 51 3 46 4 8 9 SITE LEGEND 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 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 90 78 2 21 5 5 53 m TOP OF FOOTING TF EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE $9 79 4 5 5 20 � TOP OF CURB ELEVATION------------------------------------------------------------------ TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 5$ 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 8$ 80 19 PAD ELEVATION PE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 7 81 4 59 18 FINISHED FLOOR ELEVATION ........................ _ FF MATERIAL. $6 38 9 6 66 17 �' FINISHED GRADE ELEVATION ______..................__________________ .................. FG wz 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 85 $2 60 6 3 HIGH HE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 83 61 16 I POINT HP SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A $4 68 67 15 TOP SLOPE ____________________________________________________________________________________ TS REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 111 110 70 69 7� FLOW LINE ---------------------------------"----------__.."-"""-"---------- __----------- FL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PARK SITE 72 71 14TOP OF GRATE ELEVATION _________________________________________________________________ TG PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 76 < GARAGE FINISH FLOOR ELEVATION ________--------------_________________________________ GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 75 13 PROPERTIES. 74 10 11 12 EXISTING ELEVATION --------------------------------------------------------------------- (9170) I 73 9 FIRE HYDRANT LOCATION$ - �� 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. _6 � "------------.-----""-----------..----""------------.------""--- 0p 16. ALL EXISTING DRAINAGE COURSES / 1 2 3 4 5 STREET LIGHT -------- ------------------------------------ 0_32(DN 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 RETAINING WALL (BY SEPARATE PERMIT) ............................... ADJOINING PROPERTIES DURING GRADING OPERATIONS. 4 INDEX MAP APPROXIMATE LOCATION OF ELECTRIC METER ........___"............................. D 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SCALE: 1'=200' TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE SEWER LATERAL LOCATION ................................................................ Q ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN WATER LATERAL AND WATER METER LOCATION VERTICAL HEIGHT. ELECTRICAL TRANSFORMER ................................................................. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING b o PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE POWER LINE AND HANDHOLES ........................-----"------------- .......... Q c ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN = = TELEPHONE SERVICE -_-_-------- _______________ _- T❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE W o GRATE ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ~ LOT .................................................................................... cr � .. W LINE3' MIN. W " © AIR VALVE. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA a =c� 5' MIN. a z ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. W a �w TELEVISION PLATFORM ...................................................................... SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, W z o � z w SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION LL o© 3" MIN. 1' o o BACKWATER VALVE THEREOF. SHRUBS SHALL BE PLANTED AT 10ON CENTERS, TREES, 20 ON M1N. AIR CONDITIONER LOCATION ............................................................... CENTER. COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICALHEIGHT SHALL SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 2/- MIN GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. , CHAPTER 1O.R. 21� M AX• GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADED ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. LOT FG. CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN ��4 PER FOOT FOR A MI N I MUM OF 3 FEET. GRADED 6'MIN.--� LOT FG. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. rA 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. INDICATES LOT NUMBER 1 2 3 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 PE=1199.0 PE=1199.0 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 THE BACK OF SDWLK L N FF-1199.7 FF=1199.7 FF=1199.7 INDICATES BUILDING TYPE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. Z 3 NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. F ----\ 13 15 195 TCER PLAN -_...... -- _�----�-~ 1X MIN. INDICATES GARAGE FLOOR ELEVATION PER PLAN R GF=1199.0 GF=1199.0 GF=1199.0 CURB �� 4 HP PER LAN 3z WCLe _= cn 10' (TYP) >_ Ln o � LAN 12.0% MIN "' R/W FS F MAX FG ' �^ F � ER PLAN PER PLAN DER PLA IG _ . . . . . • 3' MIN; •TC 5 MIN. y _ y 1/. MIN. � LAN CURB & GUTTER PER PLAN TM F ED LAN DEEPENED FOOTING AS REQUIRED. CALL UTILITY SERVICE POINT BEFORE LD 0 1- 166 GR YOU DIG! TYPICAL LOT GRADING DETAIL FiCK1800-227-2600 ENGINEERING COMPANY UNDERGROUND SERVICE ALERT NOT TO SCALE Callat least 2 working days prior to excavating. Tu Sen Diem Rivanide onmr Phoenix T'ucom 1223 [Jniversttp Are.,Ste.240•R1rer�e,CA 925M-3418•(A09)7s2-0707•FAX (908)752-0723•w�ww.ricken�-cn�q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: S�� Designed by Drawn by Checked by SCALE . COUNTY OF RIVERSIDE B.M.T-29-81 BCH EHP EHP EMR RECOMMENDED BY: DATE: / v D Drawing No. ,� M CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-V2'BRASS DISK IN CONCRETE CYLINDER, Horizontal � �� �. Contractor IN THE N.W.CORNS OF THE Plans Prepared Under Supervision Of R E INTERSECTION &I No. 46844 " �L- OF RANCHO CALIFORNIA RD.WITH MARGARITA w Z ACCEPTED BY: / �� v'Z- RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' V-200' Exp.6-30-03 � DATE` Inspector NORTH OF P.P.(NO NUMBER),94'NORTH Date O z RONALD J. PARKS -- PRECISE GRADING PLANS OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 28482-3 L0T N0S. 33-45RD. SE FIBERGLASS WITNESS POST 1.0 ` CIV 1%, �Nr Date Cmp It d WEST OF MONUMENT. N/A dpicp,��F�` R.C.E. No. 46804 Expires 6-30-03 �,�, CYPRESS POINT PHASE 6 ELEVATION: 1128.410 (ADJ.9-13-82) R.C.E. No. 19744 Expires 9-30-05 Sheet 1 of G:\d-13212\212pgd 162.dgn PLOT DATES 07-JAN-2002 JN 13212 e SEE SHEET NO, 3 7R ND , 28-48 F :� c iso L / o / yo. •SFS - - - - �,- ��. �� / � �; N.9 It / `_• i / '��2 73.1 `o �' : .. � i 51.9 • 2q•3, GF-1275.0 110 9 \ h L=4.37' 111. IIIIIIIII p. •_- ;. N / � / � rn � 73.8 � FL 75.0 �. 13.041 41i FG 51,9 l r- 73.2 PE-1275.0 �G FF=1275.7 / 101.02 / FL 231 1AR ' . .. . .- . .. . - . . . .. ow FG r • _ 139 ' Co �HP1270.67 TC Ln 127 N 73.9 ti / 1 - 1 Tar FL 4.24% / V. ( 51. MONTEREY _PLACE s I >_L I3m 100' Vc ��� 52.3 268.94 TC + - 3 I� I I o �X 12.2s. 75.0 �' NQ �I ` m _ �ip 19 72.9 FG G r� F .� • 2 V ro v T r, ��, a GF-1ZT4.0 FL =125 3 � I \ . 72.7 74.0 ' PE-1253 I •. + % 1271.46 C �, 31 h . . . .. r - ?Ph i FL 73.3 FG 56.6• 3 _ +n r' 26.81 1 I ,� 40 I 41.31 + � FL I ~ \ •3 v �' �, �`9� �; PE_1274.0 "' FF=1274.7 I W _ a� a; © o 41.04 �,, �s 72.7 3 g I N 4j. i m orn - N ., FL h 51,9 I , N L- �- w 39.45 h \ FL 0 �, �, . � ,� N ` 73.3 I I 71.3 i �, o ,� j '�` \ GF=1274.0 `♦ FL • - , FL 1 ZA -W N °m 4 � \ 73.7 to I GF-1272.5 r _ _n t'- HP C\jI Q I Ln C3 72.5 1 N •� \ O I 4 W i p FL r, C" _ 18'J 18' 39 I cWi> I i = 7 = 73.3 & �a'tp 2 I 25 z a 71.5 7 '� 3•T PE=1274.0 FL 52• v w I F L 5.8 72.4 �� 'l' 72.9 FF=1274.7 57.81, F G RAM R/W � ,� , , FL 3CR , 74.0 a . I oc I v a 36 1 , FL 72.3 , FGLn �� 00 2 5 =c ;� PE_1272.5 1 FL 74.0 '\5� 51•\ co z w FF-1273.2 , m c, 72.6 GF=1273.7 . FG •. Ln ,� 3BR FL 37 j , 71.9 71.9 PE=1273.7 _ 73.7 • � � , i FL FL i FF=1274.4 � � � � 73.3 .� HP 1 clj 27.6 3CR 5.1 38 1 FL I 72.2 73.0 , o 1 °D ^'� HP 5.5' FF=274.4CID - r'� 1h 51.9 • ,a 1 , NN l = 73.1 1 ` FL / ` - - - - - - i 73.0 73.01 74.0 1 72.5 73.4 FL FL FG / .2 FG :n 2 5 73-591 72.5 HP 73.4 ,, 7IG 9 � 73.7 FG 1 • F" \ HP FG _ � . _ - 1 1 54.8 73.7 73.7 84a / FIG EXIST 2:1 SLOPE EXIST 2:1 SLOPE DI ALERT TM LD CALL CAUTION: LD o1- 166 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING 1400-227-2600 UNDERGROUND FACILITIES IS SCALE: 1"= 20' MCK] CA)N4PANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO a II at least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 44 &m Dien Rivervide Orange Phoenix TUCKO 1223 University Ave.,Ste.240•Riverside,CA 92507-5419•(909)752-0707•FAX (909)752-0723•wwrwAckm&cm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL.- Designed Designed by Drawn by Checked by Drawing No. SCALE RECOMMENDED BY: • ��lo �� 9 �cH � EHP EHP EMR DATE. ClM CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal -' �� �: Contractor v P loy�s spared Under Supervision Of No. 46404 � ^ v L ACCEPTED BY•. DATE.: PRECISE GRADING PLANS SEE SHEET N0. 1 1'=20' Exp.6--30-03 Date d Z-- RONALD J. PARKS Inspector DWARD MICHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - - vertical clVIV TRACT NO. 28482 3 LOTS 36 41 Date Cmp lt'd iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilillilljlllillillillillillillillilillillilI III N/A CP CAR.C.E. No. 46804 Expires 6-30-03 1,�, CYPRESS POINT PHASE 6 R.C.E. No. 19744 Expires 9-30-05 Sheet 2 of 3 G:\d_13212\212pgd 163.dgn PLOT DATE O7-JAN-2002 A 13212 TR Nn , 28422-F 73.49' 60.61' 61.63' • wy S�•29, 42.61 77.5 v 77.5 ��• 62 114 .88, FG - FG OPEN SPACE LOT 76.8 FL 112.53' ' \ 77.2 Lz106 ,91 HP 775 TC ` FG ,�T6.4 FG % 10% --� _ �2�9• , FL 35 76.8 ��SC .• N � ~' F PE=1277.5 FL 76.8 6" + I N FF=1278.2 6'�_ ' FL w o 1273.55 TC ke p �N _ _=274.52 TC 3 g 77.2 -� - 0 r _ , < 0 73.05 TC v _, `�� � p I HP ••. ,4CE ago :. .. _ • _ 1274.38 TC •00 - I \ ,_}-- GF-1277.5 , p6' _ Zcn L . - 1 '� o� ' I 34 76.9 77.5 N / 3p• i N w ,n '� •'; -f. 9 - ti 76.2 _.� , o , co c� _ cn _ _ •�. , PE=1277.5 FL FG N N o Q7 ry r�i °: ti U �� �� �5 FL FF=1278.2 o wif - \ 76.2 1 A R 74.3 N 74.2 \ h�O S qr FL GF 127 .5 FG oo_ FL74.3 FL ,� \ '`91 ,� •O" N r �' 74 5 GF-1275.5 , FL ti Ilk /��'FS \ Q �� • FL GF=1275.5 ` 76.7 76.1 , 76.5 HP 0 1 . - - �'� FL L SSS \ �1h� 'o- 6 FL ` W S?�J�h o •• �6• ' ' 77.0 W42j 4, ,` ,5� •. 76.2 , 76.1 FG FL �, .• i 5.0' PE=1275.5 5.0 43 i '1''� h• h xti vi► ►��� \ . FL 33 ' j �is� FF=1276.2 PE=1275.5 ,' Ill � �e0 c� PE_1277.0 76.3 W � cr0 6.0' 3 C R FF=1276.2 , �ti v c /� 6,� ,�yb FF=1277.7 FL _ 5 � � i 74.9 74.9 i 5.0' 1 C � 3 C 5.0' 1 FL FL GF=1277.4 6' \ ' AN 74.9 76.2 ^� �• 4 moo_ / o ••:•. \ _ o ,�► ' r, ,� �► FL 74.9 44 �'S �:° c, GF-1277.0 .11 - ,� r •� I j � - _ FL � �� •D, PE=1277.4 � � � � � r• �, C, � � �, - - - - Ile FF=1278.1 �' �4,. - r� ��, \ .�. \y.�•� Zo 75,2 75.5 2 C R 76.2 ��, \ •s 75.7 o 00 � FL O � / � � FL HP FG c - O \ \ ar '75.5 ` . 76.8 S �' \ x / ��' ' .o FL \ - - FL - - - - GF=1277.4 •s� / \ ,��1h' �� '`-�F�� - - - - N 75.5 19' 75.2 II \ r - Z ', ;,_� `\- FL 45.94 �) HP ` •S- i \ 1a \ s > 76.8 \ x�p• y ,�t ,� •v �,� p .. h 75 5 77.1 FL \�a'��-1 �� � � `i�r FS FG HP , 76.8 F�' ��x ►�� G ��� •�0 s 116.19 ;o 77.4 FL 45 76.4 \ - 5 o - _ PE=1277.4 FL 5 3 FF=1278.1 ' F .o \ \ �6, \ oa ��•00 77.4 3 C �ti�`' �S ° \ \ �0oe AN ti 77.4 Q0It FIG 77 �� ,5► \ HP �h' \ 76.8 , s c 77.4 N �. .�o 6' C' • ,� S I DIG ALERT TM CALL CAUTION= La 01- 166 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: V = 20' 1-800-227-2600 UNDERGROUND FACILITIES IS RICK]ENGINEERING COMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 s Riverside ormp , T> a a least working days prior to excavating. VERIFY IN FIELD. -rm 1223 Univers"Ave.,Ste.240-Rira".CA 92507-5419•(909)792-0707•FAX (909)782-0723•www.r dm*.com CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: FE55�4�C SEAL: Designed by Drawn by Checked by SCALE � RECOMMENDED BY: ��/aIDZ Drawing No. M�cH� EHP EHP EMR DATE. CITY QF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal C05 P fans P ared Under Supervision Of kV L No.46804 ^ / G o z ACCEPTED BY: 1`=20' Exp.6-30-03 DATE. PRECISE GRADING PLANS Inspector SEE SHEET N0. 1 -0( � Date Z- RONALD J. PARKS Vertical ����� \' DWARD MICHE ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-3 LOTS 33-35, & 42-45 9 \e Date Cmp tt'd N/A OF CAOfR.C.E. No. 46804 Expires 6-30-03 „„ CYPRESS POINT PHASE 6 R.C.E. No. 19744 Expires 9-30-05 r Sheet 3 of 3 now G:\d_13212\212pgd 164.dgn PLOT DAM 07-JAN-2002 JN 13212