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HomeMy WebLinkAboutLot 17-21 51-54 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE GENERAL GRADING NOTESPRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE 1988 CALIFORNIA BUILDING CODE. APPENDIX ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. _ 1 _ STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE NO , 29033 LOTS 17 21 & 51 54 THE LEGENDS PHASE 3A STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN TRACTBOOK"). 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL 'BE m 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED - TOP OF CUT OR FILL SLOPES. 00PRIVATE ENGINEER'S NOTE TO CONTRACTOR A MINIMUM OF 2 THE E 3. MAXIMUM CUT AND FILL SLOPE - 2:10 ME OW ROOK WAY ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4. PROVIDE 5' WIDE BY 11 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5� HIGH. PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS �� TRA NO� 1 " 1 1 REGULATSHALL �ONLOFWITH THE UHS.ODEPARTMENTLOFAFETY LABORAND ANDHTHET$TATE OF 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 234 Zb 27 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ..` RT FOR :':.<} F ' „ � �� SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPO AL L TRACT NO. 23371 - J 1 ` °°' IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE FILLS OVER 1 ' DEEP. x }�' •Y <��•� �.; 9 WITH SAID REGULATIONS AND ORDERS. 30 SHALL SUBMIT TO THE CITY OF TEMECULA'S �. I '?<>:: w;,;.. ::<: ::>::; .< 6. A REGISTERED CIVIL ENGINEER 4 ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF Q W ` } CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND : ` .. , : 3 u. -SITE CONDITIONS DURING THE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 31 COMPLETE RESPONSIBILITY FOR JOB TO ISSUANCE OF THE BUILDING PERMIT CERTIFICATION SHALL BE TO �►Q' ¢? COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF D 4;,k . f ,,;; x. «>�;� :,. :. 3� ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY L t NE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES* �j� h} ; `4f5; 49 4i� 47 46 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND �0 A NINDEMNIFY AND H0 THE � .x. :..:�:>4.: �•:::. >:.};�::: THAT THE CONTRACTOR SHALL DEFE D LD 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS* } 33 16 OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL ALONG TDP OF CUT SLOPES41 44 LIABILITY ALLEGED* IN CONNECTION WITH THE •••� ��, "'�' REAL 0R LLE 'As:•.'::`'•':'.'''r;; .. ,; ,.>.::. ::h:>:%;ins'`k•,<; ?:,. _ ;{r; ;:,:: }: 34 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY 8. NA COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 1 ::} w > 43 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THAN ONE FOOT. 3 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ;;; > . .,. r,.:; ,.1� <�, :,.. _< ;:.;;: 42 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY 36 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 13 JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING Jr. Jr �� , DATED APRIL 21 . 1999. TWO SETS OF THE FINAL COMPACTION 12 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT INH I CH 5b NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION J1' SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 37 ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR . THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 10 57 4C OF THE PRELIMINARY SOILS REPORT. EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 9 �� 58 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 SITE DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 8 � 59 3 PERMIT FINAL INSPECTION FOR EACH LOT. QQ� 60 7 �G bl LEGEND PHONE: (909 ) 694-6411 b ��1 -J TOP OF WALL----•------•............................••-------.....................-----..-------- ' HT AN F b2 _ TW 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT D ILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TOP OF FOOTING TF PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM b3 --------------------------------•-.-.•••....---------------•------••- ON AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 4 a TOP OF CURB ELEVATION. TC EROSION b1} PAD ELEVATION . PE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. _______________ 3 � GOLF COURSE F 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS b5 TEMECULA FINISHED FLOOR ELEVATION ... F �, �,�,, WAY 7R NO. 23371 - 15 .............•---------••-----..................----•---•---�-- BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 2 bb 4•x`'4 S� FINISHED GRADE ELEVATION ............... - ---__ FG MATERIAL. SITE -------•---------------------------------•------... '�c� HIGH POINT .., .--------- -•--........_ HP N OCCURS UPON WHICH FILL [S TO BE PLACED. 1 67 a _••'-------•---•-••-• -•••- •�-- ---•- '--•- 13. IF STEEP SLOPING TERRAt O ~ ��' T FIRM NATURAL FBF, � TOP SLOPE .................. ... TS THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO I U L SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ba GOLF COURSE FLOW LINE REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. TR NO. 23371 - 15 v TOP OF GRATE ELEVATION ... .. ....................... TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 69 CALIF1A � GARAGE FINISH FLOOR ELEVATION .......................................................... GF t� O� PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD ��. INDEX MAP '` EXISTING ELEVATION ........................................................................ (9/14) BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT �G 70 q PROPERTIES. � �' FIRE HYDRANT LOCATION �.�w p 1 "=100' qr --•.............................................................••- r H BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. G RAMC r4 STREET LIGHT ....... ......... ...,.. ......... .... 15. DUSTS �--� ALL • 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 15 DIRECTION OF DRAINAGE FLOW .............................................. FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES TRACT 3371 --9 TEMECULA RETAINING WALL (BY SEPARATE PERMIT) ................................. AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT M.T.S. APPROXIMATE LOCATION OF ELECTRIC METER ........................................... ME ADJOINING PROPERTIES DURING GRADING OPERATIONS. SEWER LATERAL LOCATION ....._ ... .. ............... .. 0 • o 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- VICINITY VICINITY MAP WATER LATERAL AND WATER METER LOCATION ......................................... D TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN = w o ~ © LOT � � LA.VERTICAL HEIGHT. ELECTRICAL TRANSFORMER ................................•--•---................--------- W LINE 3' MIN. =W POWER LINE AND HANDHOLES .-. ---....-- ............................. 0 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING --•-•--•••- a i 5' MIN. a �- TELEPHONE SERVICE .. � PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ''-�--' `� N�,, -•"-•__-•-•--_• --••��-- •'-• •---•--••---- --•�••�-�����--•`�- ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL- BE GIVEN. IF AN 0 � z``' --•--- � � o 0 3' MIN. o GRATE .......................................................................•.........._ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED* THE ��.. N __ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2'/. M,X AIR VALVE... -------------•...-•. 2 TELEVISION PLATFORM ------•........................................ ... . 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2� MIN ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 21� Mq� "---"'••"-- X BACKWATER VALVE --- ..... -------•..•.• ...- ---=-- B SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. ' GRADED SHALL BE PLANTED WITH APPROVED ANTEDEAToIOHRONSCENTER�MBTREE$�N20' ON GRADED 6'MIN.-j LOT FG. THEREOF. SHRUBS SHALL BE L GRADING TOLERANCE NOTE CENTER. COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL LOT FG. HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW A CHAPTER 10.R. GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AN PREVENTION DEVICES PER U.P.C. . C OPTIONAL RETREAT ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE NOT TO SCALE OPTIONAL BALCONY CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. FG ............ r 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PER PLAN PERMITTED. BACK OF SDWLK ESTIMATED EARTHWORK QUANTITIES INDICATES LOT NUMBER 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG - - ' NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PER PLAN ��- - �� 2 3 4 INDICATES FINISHED FLOOR ELEV. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. Y THE CITY OR ITS AGENTS DOES NOT RELIEVE EVE - - 1% WIIN. _ 23» APPROVAL OF THESE PLANS B �~ FF=100.0 FF-100.0 FF=100.0 LOTS CY/LOT TOTALS THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE R FF=100.0 PE=99.3 PE-99.3 PE=99.3 INDICATES PAD ELEV. N0. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. '~ PE=99.3 1 9 15 135 UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ���• �IHP 2 3 4 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �� INDICATES BUILDING TYPE CURB PLAN 10' MIN UNLESS OTHERWISE FS NOTED "• PER PLAN 12.0`/. FS MAX ER PLAN j ..._.... ._ _..- _.._..._ __- ___.._..._._._..___._ -- 1i_M1 � FG 3' MI • 1% MIN. _ • 5' MIN. PER PLAN FG DEEPENED FOOTING PER PLAN AS REQUIRED. I?0 10'MIN (TYP) RIGHT OF WAY Q - UTILITY SERVICE POINTDIG ALERT TM TYPICAL LOT GRADING DETAIL EXIST. CURB AND GUTTER LD 00_053 GR CALL NOT TO SCALE cv BEFORE YOU DIG. BUILDING FOOTPRINTS - �i�►`�■► RICK]ENGINEERING COMPANY 1-$0�-22`1--2600 NOT TO SCALE ' '� ��r,/■■[•� 3050 C 1 I 0 Avrx� Sults 100 UNDERGROUND SERVICE ALERT mom R 1 vers 1 do. 1�.._�J w Ca I I Porn 10 92501 ('!091 12-0101 Calat least 2 working days prior to excavating. DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL; Esse Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE ?O Drawing No. COUNTY OF RIVERSIDE 8.u. T-29-81 M%GHeL �L�, EH/EMR EH/JAW EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal �g� �% ?� Pian Prepared Under Supervision Of Contractor zNI THE NwSSCORNERDISK IOFCTHERENTERSECT INTERSECTION w No.46804 z ACCEPTED BY: GATES OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'-100' EXp.G-30-03 PRECISE GRADING PLANS RD. 1.0 EAST OF A 7.0 C.L. FENCE, 40 NORTH Date RONALD J. PARK$ `` Inspector OF P.P. (No NUMBER), 94' NORTH OF THE CENTER {x EDWARD MICR L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 29033 LOTS 17--21 & J 1-J4 LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical - ' W I TNESS POST 1.0' WEST of MONUMENT. srgTf ��""- o���p 46804 6-30-03 _ �r, THE LEGENDS PHASE 3A Date Cmp It d N/A A� CAol R.C.E. No. Expires _ R.C.E. No. 19744 Expires 9 30-01 '° Sheet � of 2 ELEvATION II2e.4Io (ADJ. 9 13-e2) e G:\d-13212\212pgd88.dgn PLOT DATE:29-MAR-2000 JN 13212 EXISTING 20 SLOPE 46.02' 62.1 �o FG FG 61.9 61.7 46.1 ' N FG FG 61.4 ±1.761.4 56.3 , t" MIN _ N N FG HP _ "' tox MIN S4 61.4 61.1 2.33' HP /' 61.6 � o MIN � FGA -, HP 61.3 /r t X p� 61.1 FG 60.8 a, N 60.3 LF , / /� HP � � HP w 61.1 60.3 ' � L � 1 FG � FG .4 61.4 61.3 i i 61.1 61.1 FG I 60.0 ' - ' : i 1 60.8 i / f 59.6 fox yjN . 6• L FL FL - FL FL = FL 60.8 60.5 1 / HP co 6 FL ! FL 5 5.3' .� 18 � , PE=1262.1 17 PE=1261.7 5.5 60.4 1 ,8' FF=1262.8 ► PE=1261.9 Z FF=1262.4 WA 19 g 20 FL _z 59.7 -- 3C 5.5 FF=1262.6 2 3B PE=1261., 1 I PE=1261.1 FL / ! 2AR i 1 POST-TENSION i FF-X1262.1 1 o i FF=1261.8 9 21 i 6.0 1 • 5.0' _I I 2AR o 1B I ,� PE=1260.3 5.5 ' 60.6 POST-TENSION o POST-TENSION / / FF=1261.0 ' p Z 9 , •\�/ 1A R , o FL 5.6' . - ' POST-TENSION / 1 - 59.9 PE=1262.1w FF=1262.8 i GF=1261.9 60.6 1 GF=126t7 W I :. a FL GF=1261.4 o a GF=1261.1 • 60'8 ' 60.6 r, 60.5 1 o ' ':r 4 59.8 T r 59.1 POST-TENSION FL FL � FL � .1 6.2 i �o FL / 6.3, 25 FL 22 {� FL o`` 5.5' / GF=1260.3 Q. .S / PE=1258.1 h c� v� cti C> - yc U. ;•, `` . U_ 59.0 0 2 / o• o o M o r �`' �`: N �, v -J o o Q°'; ~o m 'c`\•, m. o 0. � FL \ cv . cv .ai o o • _ p Ln cv m o; m . ai �n FL I �ri �. c7 %" O o N N / Ln rn V =35.12' ���4' cL a4 ap d. •�' 'r .00' 46.00' ,- w ,.,., • o 1 II o w 1260.23 ,.� 'r W�1 "^ >- .38 ;0 I 1260.15 to . ;�, I TC o 1259.17 CURB !� 1 1 -~~-�-w 3e L:Sp T 00 J + �' c" + I TC + w- CUTTER ( 259.42 Q, c� .Sp. C18 v ( TC CO I 10.50% 19 °r' TC °' co I _ oti _, TC So co >_ • o Q > S NN NGDALE ; 1259.60 1s • r-• •S 4 0 VC 20 N + , -- I /1257.8 1260.31 TC � =° 7 1260.08 � i � CURBS 1259.84 + 00Ir- 19+54.75 r 1` l w� I -' I-TC _j N ac GUTTER TC °' � - � TC U CL 18 DWY 1259.00 ` 3.6 - / 00 TC V) c� cn ,„ 49.0 cn v) =59.7 ' V LA- ;r .• � ` _ � i � c � LA- c� v' 1257.52 , be N N •- Q N NCD 1 N Ln (" 4• � • = • ;. 1 / 60.1 `I 0.5' EEPEN Z FL 60.8 i 60.6 ` i 1 61*4 W(.2 60.0 1 60.1 0- tiot' ;' o `�' / 1255.56 i F FOOTING FL Ub FL = /a� . c� FL z FL o? N . L'SB.q , TC GF=1262.1 �Z GF=1261.5 '=L� �1 .r; _ � z � 1 0� � 1261.4 0 � GF=1261., -o � o 1 0 60.4 1 0`` 01 / 1 60.9 1 © 1 FL 1 i ..� 59.2 Q:: 59.0 1 BW FL . FL FL / 0 60.$ o o GF=1260.2 / FL 0 5.9' �- r � o - 55 5.r 1 10 •�• PE=1262.1 54 ' 53 ' 52 �o i FF=1262.8 1 PE=1261.8 81' PE=1261.4 5.5' PE=1261.4 1� , 1 B R # FF=1262.5 FF=1262.1 PE=1262.1 50 1 5.5 3A i 1CR 5.5 2A 5.9' 51 $� PE=1259.0 PE=1260,2 7 61.2 61.2 i 1 60.8 FF=1260.9 / i 61.5 FL FL 1 i 59.6 3BR S.S- FL 61.4 I j FL FL / FL �, 61.5 60.6 60.8 FL i � j FL 59.6 N o 61.8 i -6 H�- _ � 61.1 61.4 61.1 G FL 62. �- _ HP_ .._..-b2.1 61.8 176 iN 61.8 ` HP F i -HP - tox YIN G 1 � � _ � tox t�tH 614 \ G 45.60' FG FG 49.00' FG 46.44' - 60.2 � , tpy ................ .. ............... . .................... 61.4 ..... 46.47' FG FG 59.9 = Z 61.4 ............... ........................................ .................... ... ......................................FG................................. . IN FG ... . •-----...... .. .......HP 48.33' ......................................................................... ..................................... ...... 60.2 .......................... ................................. EX•l­8�']'`T*N� �,OL.F CCU RSA. - FG DIG ALEPT ri CALL CAUTION: BEFORE LD 00-053 GR You DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' 1--800-227-2600 UNDERGROUND FACILITIES IS i►�iMCK]ENGINE=G COMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO .,���1�� 30'50 CniC090 AVWV. Callat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 ���� � R Ito 100 ►--._��nCal itornla ! 'SOT (�) 782-0T07 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: SCALE �pFE55/ Designed by Drawn by Checked by IcHE EH/EMR EH/JAW EMR RECOMMENDED BY:. DATE: Drawing No. Mc CITY OF T DEPARTMENT OF PUBLIC WO Contractor Horizontal Plans Prepared Under Supervision Of WORKS o p p �► No. ,6�0, � ,3 SEE SHEET NO. 1 1' = 20' w Z ACCEPTED BY: DATE: PRECISE u Inspector Ex°•6-30-03 Date RONALD J. PARKS GRADING PLANS � Cl % EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 29033 -Vertical LOTS 1l 21 & 51-54 Date Cmp It'd a4rf v 1 � 46804 - - t ; / �F 6 30 03 N A �- c�,t R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 �•�.,�, , THE LEGENDS PHASE 3 A sheet f ,7, r •.. 2 0 2 GAd_13212\212pgd71.dgn PLOT DATEs 29-MAR-2000 JN 13212