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HomeMy WebLinkAboutLot 11,14,15,17,19 Precise Grading GENERAL GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER IN THE CITY OF TEMECULA, CALIFORNIA WORK To BE DONE 33, AS AMENDED BY ORDINANCE 93-04. THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE PRECISEACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SwALE SLOPE SHALL BE = 1y.. STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. TRACT Na . 23371 - 14 , LATS 1 1 14 - 15 17 BOD ). 3 MAXIMUM CUT AND FILL SLOPE 2. 1 . PRIVATE ENGINEERS NOTE TO CONTRACTOR I 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON FILL SLOPES OVER 5' HIGH. / I OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO / I 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 I SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL �'��� TEMECULA SITE REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF FILLS OVER 1 ' DEEP. G,r�, WAY / I CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT T T � S� / 14 I SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 0 HE CITY OF TEMECULA'S SITE �F / IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE EENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF I WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR / TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO I CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. �� G / COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE / I COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7. ALLONGDE A TOP OFOCUTTISLOPE�ES[GNED TO HANDLE 100YR Q STORM FLOWS. CALIFORNIA / G JL F C J J RG, 1 6 I ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CA CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND / I THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE RANCH 17 . 13 I I PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY 0 ANCE WITH RECOMMENDATIONS OF RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND 15 LEIGHTON �, ASSOC. DATED JANUARY 30. 1998. TWO SETS OF // 1 8 I THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING TEMECULA UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS SITE 1 2 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH N.T.S. / I THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. / ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES I NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 VICINITY MAP / I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING / 1 I / 1 0 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. I DAMAGE OR PROTECTION TO THESE LINES. PHONE: (909 ) 694-6411 I GOLF COUTRG E � 20 6 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL / 24 �' I LEGEND SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE ` 7 I PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 23 TOP OF WALL _________________________________ ___ _ EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 2 2 8 I TW SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 21 I BOTTOM OF WALL ________________________________________________________________________________ BW r`E� - _ I TOP OF CURB ELEVATION--------------------------------------------------------------------- TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS c BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS C K/ � MATERIAL. U Dj PAD ELEVATION ---------------------------------------------------------------------------------- PE qc 2.5 9 I FINISHED FLOOR ELEVATION ------------------------------------------------------------------ FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, go 3'MIN. PVC AT 2% MIN I FINISHED GRADE ELEVATION __________________________________________________________________ FG THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL (SCHEDULE 40) HIGH POINT _____________ SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 4 ---- ------------------------------------------ ------- HP REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. I TOP SLOPE TS 1 lI2'MIN INSTALL POLYETHYLENE 3 I FLOW LINE ---------------------------------•----------.....--•-----------.........---•------------ 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF COVER PLASTIC JOINT MATERIAL 7 ��(J' > 71 1 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 'QUICK JOINT' OR EQUAL I TOP OF GRATE ELEVATION _................................................................... TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. I GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GFF o ` I EXISTING ELEVATION .................................... (9/.70) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � .Q � . •Q � �Q .Q � -o 2 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO �� , - - \ r I FIRE HYDRANT LOCATION ------------------------------------------------------------------- FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES � � 0_- AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT STREET LIGHT _________________________________________________________________ ADJOINING PROPERTIES DURING GRADING OPERATIONS. DIRECTION OF DRAINAGE FLOW _______________________________________ ...... 2 MIN. SCALE; 1' = 100' ' RETAINING WALL (BY SEPARATE PERMIT) _________________________ ------. N L+ 1 STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- p � TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE APPROXIMATE LOCATION OF ELECTRIC METER ___________________________________________ D ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN r SEWER LATERAL LOCATION ------------------------------------------------------------------- Q VERTICAL HEIGHT. p SECTION B-B WATER LATERAL AND WATER METER LOCATION .............. ...... []w 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ' ELECTRICAL TRANSFORMER PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE N.T.S. L S ORMER ____________________________________________________________________ ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 4,5- I POWER LINE AND HANDH0LE5 ________________________________________________________________ H ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE SIDEWALK 2.5, R/W 3.12' ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. TELEPHONE SERVICE ....________________________________________________________________________ T❑ 6• I GRATE 6'MIN. �YQ� �� - � ----------------------------------•-------.......--•--------------------------------------- . 1 EROSION CONTROL�� ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 1 � 6'MIN. ________ _________ ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. F.L. OF PIPE /2 B 2Y 20% 13114KDA BLOW OFF-- SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, ABOVE GUTTER LE --------•------------------•-•----------------------------------------- SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION FLOW LINE . =A\\y z p RIVE AIR VALVE _________________________________________________________________________________________ PER PLAN THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON a C z TELEVISION PLATFORM __________________________________________ CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL �� ��y� = W = ~ W p ' `"''''' PVC PER PLAN � o o BACKWATER VALVE ---------------------•- ------------------------------------------------------ �w k HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW • • ^� �� ^����� ^��"+ 3"X6" ECCENTRIC 1 OR 2 cTc LOT �,� PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. Cr. REDUCER WITH _� LINE 3, MIN. a 5W GRADING TOLERANCE NOTE CLEANOUT a 5 MIN. W =z 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT CORE DRILL 3'MIN. PVC AT 2% � ? ;� GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' F TH LESS THAN I,;' PER FOOT FOR A MINIMUM OF 3 FEET. CURB AS REQ'D. CURB & GUTTER (SCHEDULE 40) 3Q 0 z o °D z,.,., O E GRADES AND LL BE ,� 00 3' MIN. 1' un CONSTRUCTED ELEVATIONS SHOWN 00. 5' OF THESE NLOCATiION SHOWND ALL SLONETHESEAPLANS. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 2y, M1N• IN NO WAY D4 THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR F PERMITTED. MAX• RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILLNOT POND. THROUGH THE CURB DRAIN DETAIL �! M1N i- 21'' 0 0 D. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 4 ��, M PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. AX' GRADED N.T.S. ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE GRADED 6'MIN. LOT FG. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE LOT FG. NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FGPERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY R/W BACK OF SDWLK PER PLAN rA%NN SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. NO. LOTS CY/LOT TOTAL NOT TO SCALE 15 60 FG _ �.��- + - +1 NOTE: LOT REVISED AS SHOWN ON THESE PLANS. CONSTRUCTION NOTES AND QUANTITIES LAN _ _W. MIN. ' z RIGINAL LOT 1 RADING SHOWN ON PRECISE GRADING PLANS LD 99-063 GR . ---------- INDICATES LOT NUMBER Q PLACE 6'PVC (CL 150) 0 s=0.5% MIN 163 LF �`� I FF 100.0 3 INDICATES FINISHED FLOOR ELEV. HIP .0 2Q PLACE 4'PVC (CL 150) Q s=1.0% MIN 251 LF CURB t' _ I LAN PE=99.3 FF=100.0 FF=100.0 INDICATES PAD ELEV. FF=100.0 PE-99.3 1 PE=99.3 INDICATES BUILDING TYPE Q PLACE 3'PVC (SCHEDULE 40) 30 LF I PE=99.3 ❑ 4 1 2 3 4Q THROUGH THE CURB DRAIN 3 EA FS SEE DETAIL THIS SHEET LAN 12.07. z MAX NZ�--- ER PLAN F FG = r PLAN LAN I F Lc!a 10'MIN (TYP) RIGHT OF WAY DIG ALERT _1 - �' M[N. 3' MIN. 17. MIN I r+ -- --� - - - PLAN 7. TM F PLAN DEEPENED FOOTING AS REQUIRED. EXIST. CURB AND GUTTER CALL Q �" UTILITY SERVICE POINT N W BEFORE LD 99- 115 GR YOU DIG! TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS 1-$OQ-227-2604 NOT TO SCALE `.Irr►�RICK]ENGROMUNG COMBkW �;'���,� 3050 Cn 1 0090 Avenue UNDERGROUND SERVICE ALERT NOT TO SCALE suite goo ��ONE R 1 vera 1 de, - CaMat least 2 working days prior to excavating. ►_ �� California 92'SOY (909) Yet OY07 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by SCALE pROF�ssi COUNTY OF RIVERSIDE B.M. T-29-81 � RECOMMENDED BY: Drawin No. wCHEL Fyc EMR/EH EH EMR DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 9 Contractor 2-1/2• BRASS DISK IN CONCRETE CYLINDER. Horizontal y IN THE N.W. CORNER OF THE INTERSECTION 4 No. 46804 Plans Prepared Under Supervision Of f OF RANCHO CALIFORNIA RD. WITH MARGARITA 1'=100' `'' _ ACCEPTED BY: DATE; `/ 99 RD. I.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Exp.6-30-03 - PRECISE GRADING PLAN Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTERIf? 4DateA RONALD J. PARKS LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical clvi�- EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ _ TRACT NO. 23371- 14 THE MASTERS GRADING PLAN WITNESS POST 1.0' WEST OF MONUMENT. _ - Date Cmp It'd ELEVAT IONr 1128.410 (ADJ. 9-13-e2) N/A 4TF CA00 R.C.E. No. 46804 Expires 6-30-03 �� LOTS 11, 14, 15, 17 & 19 p R.C.E. No. 19744 Expires 9-30-01 1 Sheet 1 of 2 G:\d_13212\212pgd50.dgn PLOT DATE:23-JUL-1999 JN 13212 ..•• .......................... GOLF COURSE ................................ .......... .. . 1250 ...... .......... .......................... ..................... ................................................................................................... ........... ... ............................. 1260 .......................................................... .......... 61.8 ........ .......... FG EXIST RETAINING WALL 691 68 G 68.6 TG 69'1 EXIST RETAINING WALLS INING WALL _ FG 67.45 3 TG 67.8 IE FG IAIIIII­82.161 mml�T ... � 31,00' 62.15' 61.8 63.9 63.6 93.78' 1 92.60' 87.26' 78.2 64.40' _ _ FG a; FG 63.9 - - - 77.9 I F ------�` 0.4 T 55.9 9.4 IE _ _ -� - - -� - - -- � F� HP _ _ � FG - °° 68.8 o FG �._� HP 9S Ole o N .011.0 •7 HP 55.5 62.9 TG 63.0 TG `�' HP , ' N FL82. 1 61.9 FL N 62.3 FL z --� 1 61.5 � � �775 FG 78.6 91 i FG •S 18.5 i 63.0 2 0 � _17 1 24.6' F I ' 77.5 I i 36.7' i PE-1269.1 FL PE=1256.2 l i 1 I FL i i 8.0' FF=1269.8 68 9 1 1 1 4' FF=1256.9 , �-- 1AR ' I .� 19 1 g --� 63.2 1 I 16 1*5 4 B � 61.5 PE 1261.8 I HP i FF-1262.5 p' PE=1263.9 FL 12.8 S.9' PE=1275.0 I PE=1278.2 77.8 . FF=1275.7 FF=1278.9 FL HP B FF=1264.6 a. �o M , I 4BR N 2a I o r 4B O � I o T I 1 1 10 L16 uI , rl'°--�o , GF=1269.1 z, 1 I I GF=1256.2 =1263.9 J 1 ' -55.0 1 68.9 I ► �,I 1 IGF=1278.2 78.3FLI63.6 � HP GF=1275.0 61.3 FG GF=1261.5 IHP. I 1 HP � 176.9 76.8 201.2 T G 68.3 T 1 1 FL FL56.2 FS 8.7 iE 60.3 TF 60 9 ' �LFL � I /�'� DEEPEN � � ' 61.5 FL � - � � _ � ,,, GF-1263.9 , � ■ ,l 68.9 GF 1269.1 67.7 IE �._ � � � 14 78.6 FOOTING Gr-o ,l I I 67 0 IE �r, I � 00, FG C) © v, vi o CA ` U �b.7 6 3.5 Co1 ,�' °; o H � Z r 00 �,4c,� c,� i �77.3 PE=1278.6 / N N ,� 1/• MCN � � �? o o o 2 1/. MIN _ r� o �n i F L FF=1279.3 / .-- 1 N N F L 6 7.1 o CD lD N r.. N ][ U yy r r� B W N ` (p' INCti 4 B R / - ►� 55.9 FG � o W � Q _ N F c � �- ^ GF=1278.6 Ln 13w r o . - W Bw . e• 77.8 1.26m37.75^- 7.6 58 93.10 93.77 92.59 / F ff FL r 1' .00 1255.75 TC 55.5 IE 4 61.34 TC �6 - RB & GUTTER � - ' i•I T 76.34 °i � S �• 00 I 66.96 66.7 IE q 72.52 75.66 o L 1 1 1 150' VC I TC `-- TC �`'� / a; 1 6.0% TC I 6.0.0% 2 0% y °� top r . �n 12\ 13 I 14 I I 15 I 16 �--� �- -T- --- - ' EXIST 2:1 SLOPE 55.64 RIM \I 1 I � � � \ 58.00 00 4 65.68 65.4 IE 69.88 T6.46 RIM TC 6 .24 \\TC 4 I CURB & GUTTER TC I I INVERNESS COURT I \ � , 11011- � Z TC 1 I RELOCATE DWY / � � I _ _ / Ile 1 a o o v • p . .� 772 I \\ \ 4'PVC TOE OF ' �- 70.00' 56.31' L=42. FL / SLOPE DRAIN +30 58.1 104.00 �; 3 Ln 64.4 65.8 BW � ` Bw 73.1 FG \ --- - / 5 0 \ 155.7$ a G �, w FG v' 1 W FG �� CID _ FG �, ( I D TC LL- 160.1 s 74.5 TW I 75.3 76.86 I I • 70.3 ° 69.4 TF I FG (0 S�• TC \ / / 10' DRAINAGE - / EASEMENT I � � HP � I �o F L I l a GF=1270.5 �p � II I I G 77 / 34.5' I Iml 2 ' ■ �• / CONSTRUCTION NOTES Q _ ' a I I,; GF-1270.5 i I o ,� L=48.68' 5.0' 1 PLACE 6'PVC (CL 150) Q s=0.5% MIN 59.8 ' PE=1260.1 I 69.9 TG 2 PLACE 4'PVC (CL 150) 0 s=1.0% MIN FF=1260.8 HP V) I I X 0 I � W- 0 1 I / I 4C N o I I 67.9 IE 2 30 PLACE 3'PVC (SCHEDULE 40) I 1 I 1 5.0 i PE=1274.5 LIJ THROUGH THE CURB DRAIN I 17'3± 1 40 OUG I 59.5 � 11 � SEE DETAIL THIS SHEET 11 I / / FL I 1 PE=1270.5 70,3 i , / / EXIST 2:1 SLOPE / _ - � � � I 1 � FF=1271.2 HP FG 70.3 SBR L / HP ' 13 0 10 DRAINAGEwool I 6.0' PE=1278.0 EASEMENT FF=1278.7 N / 122.00' 70.0 I I 2 I / 4B 0 69.3 TG oo 66.2 65.6�FG II to a! FG FL I 68.4 IE - _ _- 74.5 TW I as I I I 69.4 TF 127.0' I I 70.5 70.5 I / 1 � FG FGA 7 �- FF=12667.2 1 I I I I 70.00' 69.00' 139.00' 1A I / 1 166.2 � �CID I ,•5 +1 HP 66.5 ■ I FG I / + II 10 �J I 19,b'• I I PE=1274.5 o �� n 74.0F�GII DIG ALERT TM LD 99- 115 GR CALL CAUTION: BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1' - 20' iFiCKIENGDEERNG Commiw 1404-227-2600 UNDERGROUND FACILITIES IS :N; 3050 CnTcogo Avenue ite 1W UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ■�■ Riverside, Callat least 2 working days prior to excavating. VERIFY IN FIELD. 24 0 20 40 ►�! Co i fornia 9250 ci T�2-o�ot CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by Drawing No. F EMR/EH EH EMR RECOMMENDED BY: DATE: ! CITY OF T DEPARTMENT OF PUBLIC WORKS M�CHEL tic ,- Horizontal �; 3P� � P pared Under Supervision Of Contractor �' w No.46sa _ � ACCEPTED BY: DATE: � � � ,,.•� 1'=20' Exp.6-30-03PARKS PRECISE GRADING PLANS Inspector SEE SHEET NO. 1 Date DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371- 14 (THE MASTERS) Vertical � � EDWARD MICHEL RATICAN Cl '" R��p 46ao4 6-30-03 � - LOTS 11, 14, 15, 17 & 19 sheet of 2 Date Cmp It d N/A A� C���Fo R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 y G:\d_13212\212pgd51.dgn PLOT DATE:23-JUL-1999 JN 13212