Loading...
HomeMy WebLinkAboutLot 39-44 - 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 I . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE• APPENDIX ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS STANDARDS AND SPECIFICATIONS• AND THE LATEST EDITION OF THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALESLOPE SHALL BE = 1X. STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 TRACT NO ■ 23371 - 59 1 DEEP AND BE CONSTRUCTED LOT NOS ■ 39 - 44 NORTHWIND PHASE 10 BOOK"). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . I �, I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON ' Y HIGH BERM DR EQUIVALENT ALONG THE TDP OF ALL GCC` OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4 PROVIDE 5 IMIDE B 1 �/CL'" EX 1 ST MOE31 Lf I THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 51 HIGH. L HOME p.Al�K I PUBLIC PROwiEDTHE OCCUPACONTRACTORS SAFE"p AND HEALTH SHALLCOMPWITH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT �� REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY / 3 1 �/�/�� I CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL / SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 DEEP. / IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 30 I WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / I ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR / 3 2 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 2 9 / I COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE / LINE• GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. / COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF / 3 3 I ALL PERSONS AND PROPERTY• THAT THIS REQUIREMENT SHALL APPLY T. PROVIDE A BROW DITCH• DESIGNED TO HANDLE 100YR Q STORM FLOWS• 28 / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ALONG TDP OF CUT SLOPES. / / THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 2 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL R FILLS GREATER / 3 4 I LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE d. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL / I PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY THAN ONE FOOT. TEWCL�..A 35 I RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �`� WAY 2 6 / THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED' / I THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND OCTOBER 12. 1999 AND AS GRADED REPORT OF ROUGH GRADING ' / UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY Y 0 . TWO SETS OF THE FINAL COMPACTION 2 5 / 3 6 I A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DATED JUL 11 , 20 0 0 ! C� / ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH .� SITE •. �i�c�, �;. I NOR FOR UTILITY DR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION � 2 4 / 3 7 I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS -� 38 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. SITE I EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES DEPARTMENT AT LEAST 24 AL1FA INDEX MAP 3 / / 39 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING C SCALE: 1'=100' EXIST 25' DRAINAGE 2 / I DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE / EASEMENT INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ''�q 2 / I PERMIT FINAL INSPECTION FOR EACH LOT. �}jq� / / 40, PHONE: (909) 694-6411 AN7 / I LEGEND 21 72 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 200'15 / 41 MWD TOP OF WALL ................................................................................. TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TEMECULA 2 0 / EASEMENT BOTTOM OF WALL ............................................................................ BINPLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM / I EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE N.Ts" -� 73 42I TOP OF CURB ELEVATION __________________________________________________________________ TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. Q► 19 PAD ELEVATION ............................................................._ .......... PE I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS VICINITY MAP i BEEN CLEARED OF EDS, DEBRIS• TOPSOIL• AND OTHER DELETERIOUS �Q` �8 i ' 7 4 +4� I FINISHED FLOOR ELEVATION ............................................................... FF B N C D MME ---------------------------- FG MATERIAL. � / / '- I FINISHED GRADE ELEVATION ----------------------------------- �C, 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACEa. / / 71 75 44. I HIGH POINT ____________________________________________________________________________________ He THE TERRAIN MUST BE CLEARED• KEYED, AND BENCHED INTO FIRM NATURAL �Q` PG 16 / / TOP SLOPE .................................................................................... TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A / 6 4 5 I FLOW LINE .................................................................................... FL REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ,O tea` / 70 7 I 15 / TOP OF GRATE ELEVATION .......................... . ..............••----......-----..... TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION DF �.�15� 14 6 9 7 7 I GARAGE FINISH FLOOR ELEVATIGir' . . .................................................. GF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT , 4 6 I EXISTING ELEVATION _______________________ _________ 1'9/Jp) ------------------------ PROPERTIES. 13 \ 68 7 I FIRE HYDRANT LOCATION --------------------------------------------------------------- 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 12 \ ' S 47 I STREET LIGHT ______________________________________ T STC CONTINUE NUE TO / �� I DRAINAGE FLOW ............................................ - 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MU ON � � DIRECTION OF DRA NA FUNCTION• ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES / 79 48 AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 11 6 6 I ' / RETAINING WALL (BY SEPARATE PERMIT) ............................... ADJOINING PROPERTIES DURING GRADING OPERATIONS. 64 I APPROXIMATE LOCATION OF ELECTRIC METER ......................................... O 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 10 67 8 4 9 .0, SEWER LATERAL LOCATION ................................................................ THE 7 � � TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO E a 6 3 g 1 ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN a I WATER LATERAL AND WATER METER LOCATION _______________________________________ O VERTICAL HEIGHT. 5 0 _ ELECTRICAL TRANSFORMER ----------------------------------------------------------------- 9 82 I ~ � LOT �� � � � � H 1 A. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ©; �- LINE 3, MIN � =0 6 2 S 3 . I POWER LINE AND HANDHOLES .....................................................6........ ❑ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED• THE 5 1 �ca 5 MIN oCz S / TELEPHONE SERVICE ------------------------------------------------------------------------- T ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN uj �w ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 0 zo � iw 1 61 84 52 � ' )� GRATE __________________________________________________________________________________________- ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. w 00 3' MIN. 1' v .__. caw Zy. MSN, , 7 53 � ' � i AIR VALVE----------------------•---.._........-------------------------------.....------------ � 19. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2 , MAX• 60 � ' / ' 7F�.A�Tn � 7 TELEVISION PLATFORM ...................................................................... ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. zj 5 4 BACKWATER VALVE SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 2Iy N• / . - r .SHALL BE PLANTED WITH APPROVED TREES• SHRUBS, OR COMBINATION MAX, GRADED 6 55 � ��L� ���r� � AIR CONDITIONER LOCATION -------------------------------------------•------------. ---- rKEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS. TREES, 20 ON LOT FG. 56 .00e � ' CENTER, COMBINATIONS• 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL GRADED 6"MIN.--� GRADING TOLERANCE NOTE 1loe HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW LOT FG. 5 5 7 l , PREVENTION DEVICES PER U.P.C. • CHAPTER 10.R. I I � GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 OF THE GRADES AND rA 5 8 � / ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SMALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 4 I ` ,n &1 / CONSTRUCTED WITHIN 0. 5 OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 14 PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE ` 1 59 �`� .00, IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE I0, .0eRESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 1 �3 ` � / I0, ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. G 2 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PLAN � / � ' PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK DEEPENED FOOTING Q \ THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE AS REQUIRED. \ 101, .0e ' NO. LOTS CY/LOT TOTAL CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. F �� _ _ _ O �� ` \ .000" UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY - _ _ � 1 \ 6ER PLAN 15 90 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TC - _ �-��~ z OPTIONAL PER PLAN 1/, MIN. � i 1.01 cc ' 7� FF-100.0 1.11 3 INDICATES LOT NUMBER CURB �• T}�1�j�T �� , 2 FF=100.0 INDICATES FINISHED FLOOR ELEV. I � PE=99.3 ir � 2337 7 1 FF=10 0 PE=99.3 INDICATES PAD ELEV. I "Cr . PE 299.3 3 INDICATES BUILDING TYPE FS 10 (TYP) N 12.0% / �' �M / 1-01 FS a LAN N 10'MIN (TYP) RIGHT OF WAY -� N 5' MIN. FG TC A/1 ` 3' MIN DIG L 1X MIN. • PER PLAN - r' �" - -` - --on ALERT 7W N EXIST. CURB AND GUTTER Q - UTILITY SERVICE POINT L D O 1-077 OR CA� BEFORE TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS YOU DIG! NOT TO SCALE RICK IENG�mNG CoNvANY 1-800-227-2600 NOT TO SCALE UNDERGROUND SERVICE ALERT SM Ixew mmvi& 0mv I%°°m& Tucom Call at least 2 working days prior to excavating. 1223 university As.,31e.zoo•Rtra•,ddr.CA 92SO7-341e•("7►ez-eml.FAX (e,e)7e2-0723•....w. ann DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE SI Drawing No. EH EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY: DATE: S 3l COUNTY OF RIVERSIDE B.M. T-29-81 �N,�CHEL � Contractor 2-1/20 BRASS D I SK I N CONCRETE CYL I NDER. Horizontal � •� P fans Prepared Under Supervision Of o IN THE N.w. CORNER OF THE INTERSECTIONi No.X16804 t," ACCEPTED BY. DTE: OF RANCHO CALIFORNIA RD. WITH MARGARITA "_ W Z A PRECISE GRADING PLANS RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH 1 -100 Exp.6-30-03 Date RONALD J. PARKS Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 23371--8, LOT NO 9-44 LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertica I EDWARD HEL RATICAN - WITNESS Po5T 1.0' WEST OF MONUMENT. �► CIV 1�. .� Date Cmp It'd ELEVAT I ONS 1128.410 (ADJ. 9-13-82) N/A 1717Z.A� CA\.\F� R.C.E. No. 46804 EXpirea 6-30-03 R.C.E. NO. 19744 Expires 9-30-01 N 0 R T H W I N D PHASE 10 Sheet 1 of 2 gi\d-13212\212PGD 152.dgn PLOT C"ATE:29-MAY-2001 JN 13212 FL L '72.4 1x M1N FL >>>9 �• / fu ` ` �'� ► �� 1 -�- • . 5.5" 5.5 F L FC '� �� S•65 rC - --� 75 74 3. ' PE=11T 1w3 PE=1172.5 72.4 72 r� FF=1172.0 ' FF=1173.2 5.0' FL PE=1174.0 1A ��. 3BR 5.5' r 73 r FF=1174.7 - 1z , 1= PE_1173.0 5.5" 1 C i FF-1173.7 0.5 DEEPEN 5.0� 0.5 DEEPEN ►k •- 1 .- - FOOTING 2A ic FOOTING „ `S FG -` 89.97,. 74.7 F- 1174.0 TW <n ' f , - _ z G 1172.5 GF=1173.0 1171.5 TF 2q 9* 3.3 FL 77.41 GF-1171.3 ' , 71.3 72.0 0.5' DEEPEN GF=1174.0 r `� 4• C�18'�wY 75.9 70.1 FL i FL FOOTING i 72.8 ► �• 1174,p �. 37 75.2 34 FG 71.3 i N S PE=1175-8 FL •3' FL 70.0 FL ► , FL 72.6 ► r� �C'� J 1173.6 FF=1176.5 FL �-- 8 2CR Ln cn FL •1i w ,c `� BW - m u- c `` w u- w ;.- �' N �`� GF=117588 r �N • (� i 71w9 N _ ,� �� �`�r 74w8 LID rn o N BW N m 11 0 0 o O ui F �,�• _•• s �n w Q1 In �` r r �a/ r • • r % r r �- r r r - �. 1g♦ 11 FL h / 75.5 ` �- `� to _ - � -- � � � � � '�� C 45.81 / _ -`S T w / HP � "n-u Il 7�r 49.00 / 48.00' ` 185 2 W ti - _ - FL / m 1173 - - ..-.-Ii I A .. •. • �' 73.8 � / ;•- 117 - ,� 1168■88 TC 169.74 TC r� ti CURB }- / [+ 2`8 /cs FL ' - _ 1p o I I /1170.§11171.47 TC 117 10 TC 1 3 75.9 TC I / ?� r JJ I . © . o GUTTER 0 2 / S ` ��� _ 38 FG -S L �•- co CO L ro ao / / 117285 TC 19,2, GF=1175.0 � _ -� I ° v I ` 138 7, 74.4 I IIMEDINAH r 3 8 75.1 11- 2 59 73 7 ,Q o n169880 m a © ;�, ao � UV A Y m + �, - 1 p•S'�� PE=1175.0 FL FG 11 1168.69 TC r, I r F- N 1170.66 TC I I , 1 \RI EL ��� L Fpp�PEig FF=1175.8 17,1, w -w I I o `�� _ '�T2 jNG 1 A IF I F r -w U B S GUTTER w � � .. . ... -:4 1172.02 TCI I I •� ho mac, 74.4 „� �� /.' r6, 'ter - FL HP ' cn - =00 48.00' 22.1 I I I �� '!` 73. 1p ' �. � w �► oV1 qr- s r N Ls7 Ln co O LL L.L N S l 7 LA- co �. / .. ;:•. .. �� _ • O ' " - v- N N to O � � `� , N 6 N--•• � m r 4• LCL `- 9�� � +OO 0•+ � ► 84 7Ln 070.9 r r r 'o. 75.1 r' 0` ` cc 70.3 FL z r `` / r' �,� 73.0 GF=11T4.3 G 1178.9 T i r w 72.1 „ s 74.4 1174.2 TF FL z wz FL r � s FL �� 1 70.9 w 1173.3 TW r w� � GF=1171.6 i FL w z 1170.6 TF r �'o _ r 72.0 w 2. ; ' 73.1 FG n� 580' 1 �n o GF=11T3.3 1 r FL `w z FL FL T3.6 % 39 o (-FL • i 5.0' o o w ; GF=1173.4 -o �� PE=1174.3 FL - 1 GF=1172.0 1 72.2 1 v Q 7.0 GF=1174.4 ` FF=1175.0 6.0' 43 PE=1170.4 4 _ - - FL 73.2 3BR 1 PE=1'172.0 5.0' 1 FF=1172.7 �i 5■5' i r \ FL 1 PE_11 1.6 2CR 71.4 �r 42 � r N FF-1172.3 4.0" FL 1 PE=1173.3 1 r 41 1 � 74.0 , 70.9 3C i FF=1174.0 r PE=1173.4 °D 40 FL ' ► _ 7 ' PE=1174.4 73.6 FL 71.4 71.7 IC .r FF-1174■1 FF=1175.1 � i r FL 72.7 .O, IBR r 3C \ FL ,. 70.9 _ _ VFL _ �• 72.7 5 73.7 % FL r ` rr T 1.3 FL / N 1173.3 TW r FL r 72.7 72.9 r FL 1 � HP 1171.1 TF 8.5' r FL FL r 74.1 71. - - �- 73.0 73.4 1 73.7 .s 74.4 48.01' � 71.6 72.1 72.1 7 . FL FG 73.4 - FL - HPC 74.4 �, F� . 49,05 FG G 4 FG �G - _ ` 73.1 �, IV8.05 74.4 - FG '11.87' / `HPJ _ FG • 7.24 47: --- -- r 92.18' 32.77" 51.26" . - It G) l/6T FG) =(1168.36 F ) lll7G.G3 FG) 73.4 !/171.85 FG)EXIST RETAINING WALL MWD EASEMENT FG DIG ALERT TY a CAL- CAUTION: LD 01-077 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: I'= 20' 1-800-227-2600 UNDERGROUND FACILITIES IS MCK]ENGINEERING CkmPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 Co M at least 2 working days prior to excavating. VERIFY IN FIELD. &mn nkw lttvmstae Ormw rheTumm TM 1223 University Ave.,Ste.z4B•RIweYBe,CA 92507-alis•('�9)7"a2-0707•FAX (9A9)7�z-07=a•www.rkfen�.aad CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESSI Designed by Drawn by Checked by SCALE �cH � EH EH EMR RECOMMENDED BY: DATE: ��� Drawing No. 4CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal 0 P s Prepared Under Supervision Of w No0 46804 Z SEE SHEET NO. 1 1'=20� ACCEPTED BYs DATE: Inspector "v.6-3o-a3 Date RONALD J. PARKS PRECISE GRADING PLANS Vertical %1> CMV EDWARD MI HEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS � TRACT N0. 23371-8 371 8 LOT NOS. Date Cmp It'd N/A 4T Or ap,��F°F`� R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19744 Expires 9-30-01 1 NORTHWIND PHASE 10of She 2 1 et 2 g:\d_13212\212PGD 151.dgn p PLOT DATE:29-MAY-2001 A 13212