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HomeMy WebLinkAboutLot 6,14,24 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILbING CODE. CHAPTER ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 33. AS AMENDED BY ORDINANCE 93-04. PRECISE GRADING PLAN STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. BOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED TRACT NO . 2LOTS 14 & 24ENGINEER'SC NTRACTOR A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE NOTE TO 0 • SITE I ALL CONTRACTORS AND SJBCONTRACTORS PERFORMING WORK SHOWN ON 3. MAXIMUM CUT AND FILL SLOPE 2.1 . . 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 ti THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5 HIGH. � I SUBCONTRACTORS . PUBLIC IS PROTECTED. ALL CONTRACTORS AND I SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 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 �,�4� TEMECULA / I CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL ��a! WAY / SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE ' FILLS OVER 1 DEEP. ti �Q` I IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE SITE S / 1 5 I WITH SAID REGULATIONS AND ORDERS. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 4� / �s / ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF .c •� ,y CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR G / COMPLETE RESPONSIBILITY FOR JOB--SITE CONDITIONS DURING THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO l\ / COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF L[NE+ GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. � 16 I ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY IFORNIA / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CAL 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. --- THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE ALONG TOP OF CUT SLOPES. OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY* REAL OR ALLEGED+ IN CONNECTION WITH THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 'Pp P / 1 7 1 3I PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY THAN ONE FOOT. RANCH r�4 / GOLF COURSE � ( RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 15 / THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND / I UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY LEIGHTON & ASSOC. DATED JANUARY 30. 1998. TWO SETS OF TEMECULA 18 12 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING N.T.S. I ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS / I NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH / 1 1 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. VICINITY MAP I ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR / EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES I ANY AN FOR SHOWN HERON D THIS WORK, WHETHER 0 RNOTSO AFFECTING IS A T 4 9 A EC 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LES 2 SIT E HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE / 10 DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING / I L U PERMIT FINAL INSPECTION FOR EACH LOT. / ........... 2 0 PHONE: (909 ) 694-6411 /� I LEGEND THAN 5' N VERTICAL HEIGHT AND FILL 7 I F WAL ..................................................................................... TW 11 . CUT SLOPES EQUAL TO OR GREATER I 8 I SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 23 TOP 0 L BOTTOM OF WALL ................................................................................ BW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 22 EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 11111111111111 21 I ......................................................... TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1EAiEKb1 ,� I TOP OF CURB ELEVATION---------- - PAD ELEVATION PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 10) 5 I --- -- _______________ BEEN CLEARED OF WEEDS. DEBRIS+ TOPSOIL. AND OTHER DELETERIOUS VE 9 FINISHED FLOOR ELEVATION FF MATERIAL. I ------------------------------•-------------------_-----------.._. FINISHED GRADE ELEVATION FG F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. I HIGH POINT ........................................................................................ HP 13 I SEE 4 THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL I TOP SLOPE ........................................................................................ TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 3 I REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. FLOW LINE ........................................................................................ FL 7� NO ., 23371 J ( TOP OF GRATE ELEVATION ---•------------------------------•-------------•-•----------------- TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD I GARAGE FINISH FLOOR ELEVATION .......................................................... GFF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT ♦ ........................................................................ PROPERTIES. ' I EXISTING ELEVATION 191T01 2 FIRE HYDRANT LOCATION ------------------•-------------...__...------•--------------....-- 01- - 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. I STREETLIGHT ------------------------------------------------•-----------------------------... 0`3::� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO INDEX MAP DIRECTION OF DRAINAGE FLOW ............... -------- ---- - FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES --- -- AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT SCALE: 1'= 100' ' RETAINING WALL (BY SEPARATE PERMIT) ................................ ADJOINING PROPERTIES DURING GRADING OPERATIONS. I � APPROXIMATE LOCATION OF ELECTRIC METER ........................................... D 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION 1 ................................................................... D TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30IN I WATER LATERAL AND (NATER METER LOCATION ......................................... D VERTICAL HEIGHT. � o ELECTRICAL TRANSFORMER ? 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING Z z POWER LINE AND HANDHOLES ................................................................ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE a ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN W = o TELEPHONE SERVICE ............................................................................ ID ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE LOT U- ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. CC LINE ~ R GRATE ................................................ . G v 3' MIN. ` �� OPAL �-� BLOW OFF-------------------------------------- ---------------------------------------------------- o0--� < Z 5 MIN. W Cr w KIRK L)A 19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA cr Ln� LE Df?l AIR VALVE.ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. `"a " z - - SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. �Q ------------------------------------------------------------------------- 3' MIN. 1' c TELEVISION PLATFORM SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS, OR COMBINATION 2% MIN• BACKWATER VAL THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON �•�• MAX• VC --- -- B CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL �% �/! Z HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 21i W GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. + CHAPTER 10.R. MAX' GRADED GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AND LOT FG. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADED +6 MIN.--� ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN 1/ " PER FOOT FOR A MINIMUM OF 3 FEET. LOT FG. CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE rA61***N RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. NOT TO SCALE 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FQ NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS- AGENTS DOES NOT RELIEVE R/W & BACK OF SDWLK PER LAN PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY rFG r � 3 15 4 5 - SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. _ �� ER LAN _ Z -!- L I • CONSTRUCTION NOTES AND QUANTITIES ,�. = 1 4 INDICATES LOT NUMBER •(� 3 INDICATES FINISHED FLOOR ELEV. HP FF=100. CURB LAN PE-99.3 2 FF 100.0 FF=100.0 INDICATES PAD ELEV. Q PLACE 4'PVC (CL 150) Q s=1.0'/. MIN 38 LF I FF=100.0 PE=99.3 PE-4_. INDICATES BUILDING TYPE • I PE=29.3 . ❑ 3 2a PLACE 3'PVC (SCHEDULE 40) 10 LF I F z PER LAN 12.07. -- 30 THROUGH THE CURB DRAIN 1 EA -.a*- SEE DETAIL THIS SHEET ER PLAN LAN LAN Ne • r _ - 3' MIN. • i F U:0 10'MIN (TYP) RIGHT OF WAY I ~ MIN. _ _ _1/. MIN. LAN 1'7 D G ALERT PER FG DEEPENED FOOTING LAN AS REQUIRED. L 2 N*-- TM UTILITY SERVICE POINT N W EXIST. CURB AND GUTTER XD LL TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS LD 99-063 GR BEFORE YOU DIG! NOT TO SCALE NOT TO SCALE RICK FNGRqEEMM COMT*M 3050 1400-227-2600 su(t. 100 E GROUND SERVICE ALERT Ca�',for� UNDRle 92507 (WO) ?42-0707 Callat least 2 working days prior to excavating. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE 1100 SEAL: ESS Designed by Drawn by Checked by Drawing No. ° EH EN EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE B.Y. T-29-81 A%CHEZ 4, 2-1/20 BRASS DISK IN CONCRETE CYLINDER, Horizontal �a� P b repared Under Supervision Of TI � • Contractor IN THE N.W. CORNER OF THE WI INTERSECTION •_ � w No. _ �D ACCEPTED BY. DATE: PRECISE GRADING PLAN OF RANCHO CALIFORNIA RD. 1 -100 RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Exp.6-30-99 Date r` RONALD J. PARKS OF P.P. (NO NUYBER), 94' NORTH OF THE CENTER DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371- 14 THE MASTERS Inspector LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHE RATICAN = WITNESS POST 1.0' WEST OF MONUMENT. J} CI V 1\. \� _ LOTS 6, 14, & 24 Date Cmplt'd ELEVATIONS 1128.410 (ADJ. 9-13-82) N/A 4Tf OF cA��F°�� R.C.E. No. 46804 Expires 6-30-99 R.C.E. No. 19744 Expires 9--30-01 1°' Sheet 1 of 3 g:\d_13212\212pgd36.dgn PLOT DATE:10-MAY-1999 JN 13212 GOLF COURSE ......... ........**1.................... 50 ................................................. ..................................................................................................... ...... ................. .............................. .......... ......... ... ............... ...................-............... ....... ........M................... ........................................... .......m........................m.............................................. ............. ................................................ ......... .......... ....... ............................................ ......................................................................................................... ........ ...... .............................. 1260 ......................................................................._.............. ........... %LL EXIST RETAINING WALL EXIST RETAINING WALLS 82.16' 56.m�/ 31.00 62.15 T \ 93.78' 92.60' 87.26' FG 7_�. 63.6 63.9 EXIST RETAINING WALL 64.40 55.9 H P _ _ � FG :- rF HP 55.5 /62.9 TG �q ,� 63.0 TG gs.7q- FL 61.9 FL n`n, 62.3 FL I 78.6 q 20 18.5' 63.0 I i 36.7' I FG FF=1256.9 I I FL 1 4' PE=1256.2 I i19 18 63.2 I 16 qg FF-1262.5 I � FL - I PE=1261.8 10� FF_1264.6 17 5,9 PE-1275.0 I - 15 PE::1263.9 FF=1275.7 ': PE-1278.2 4BR PE=1269.1 N I �AR I o ,eco 77.8 v� I I o v,• FL Cm o as o f I - � � �.- � ,�, tea-----•� - I I I � GF=1256.2 I i J I FL I I I I II 9 55.0 GF=1263.9 0 ,9 163.6 I I 63.6 ' ,I HP GF=1275.0 77.3 78.3 /f HP FL 56.2 FS I I HP ' 61.5 FL GF=1263.9 i � � � 14 `� 78.6 o Ln Ln CO _ 63.5 I c 4 '?2 PE=1278.6 FG / • I.L. li o � ,� v � .Q. c�, 61. O F L 6 7.1 r; o �n �? FF=1279.3 / 5 0 _ 55.9 FG FG N BW ��� FG ;r, �n INC BW o ►�; ~ ~� - B w GF-'1278.6 4BR / 57.68 93.10 93.77' 92.59' 81.26' 37.75' L=21.65, F`' 77.8 L2 1 / ��3p 1255.75 TC� 61.34 TC 61.20 FL 'L�• til, loe -C= --+ - C"00 I .�_LI .• i �� I �� r--- rI - I 5-6 0, 1-1 X9,1 A . � i66.96 F a� 150' VC TC 66 � 2. 07. 11-11 12 \ 13 �\ I 14 I C> 1 15 I 16 \,,0 1 � ' G , , T T _ . \ 58.00 64.24 65.68 ra 69.88 \ EXIST 2.1 SLOPE Tc TC h\ I TCI I TC I I INVERNESS COURT 1 , - � 1 I RELOCATE DWY \ - \ 77.3 / +30 58.1 104.00 64.4 65.8 gw 70.00' ,,c 56.31' L=42. \ FL 155.78 a G FG �✓' 1 W FG o N BW 73.1 FG L�3s•�1, _ , / •As. I o \ ° 9 58.7 N 60.1 I o ti / 55.4 \ � � �----� � I oz FL FG � /001 75.3 �' / / .�►_ FG I 55.9 •�, 59.2 o I I I I FG 4, Sd• \ �' / / 10' DRAINAGE I I o FG Q FL �� c I� I I I I 1 � 0 / / EASEMENT • I 22. I o . I � � 34,511 s I BW ' -- - / / / I r 11 I • , ` I ti ^ L48.68 / I I 6 i a- 0 TPE_1260.1 5P•8 i ___ _ -j FF 1260.8 I1 4C 0 o 1 II 1 1I 11 1I 12 .I 10�88 /o 1257.4 FS GF=1260.1 PE=1270.5 PE=1274.5 1e\9 /q I /i 1 q-C 18' DW 58.9 17•� V I �1258.5 FS 59.5 1 33.6 FL FL EXIST 2:1 SLOPE / 0.1 - - - - - FG I L WI I % I II I I I 13 o IPE=1278.0 2•1 SLOPE L6. FF=1278.7 � 159.88 0.0 1 I I I / q6 24.4 I TC I I I R l 60. 122.00 co CU & 0 I L I 3C FG GU TER I I I I 10' DRAINAGE EASEMENT I � it I +30 ' II I I � I BW bj oII 1 co 2.5' 2. M'T I251, T 5' ES 25 ESM'T 0 36' o co 4,5 SDWK 118 18 4.5 SDWK U I � I i 65.6 FG I U Q +90 I DIG ALERT TM CD CALL LD 99-063 GR BEFORE YOU DIG! SCALE 1'= 201 RICK ENG COMPANY 1400-227-2600 UNDERGROUND SERVICE ALERT suit crIN ,icago Avenue Callat least 2 working days prior to excavating. 20 0 20 40 1 vers 1 California 92507 (909) 782-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESsi Designed by Drawn by Checked by Drawing No. 1CHE EH EH EMR RECOMMENDED BY: DATE: �� CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal =' P� Contractors 3 Pion Prepared Under Supervision Of 5 ' o No. 46804 i % F - SEE SHEET NO. 1 1'=20' Exp.6-30-99 Date .��ll- �� ACCEPTED BY. DATE.RONALD J. PARKS PRECISE GRADING PLANS � EDWARD MIC L RTICAN ADEPUTY DIRECTOR OF PUBLIC WORKS - _ TRACT NO. 23371- 14 Inspector vertical - s1 of V I\, LOTS 6 & 14 (THE MASTERS Expires 19744 Expires 9-30-01y ""' Sheet 2 of 3 Date Cmplt'd N/A 4lf qr C�tr�F��* R.C.E. No. 46804 6-30-99 R.C.E. No. p g:\d_13212\212pgd37.dgn PLOT DATE:10-MAY-1991 JN 13212 2.5' 3'MIN. PVC AT 27. MIN 4.5' Raw 2.5' (SCHEDULE 40) SIDEWALK EASEMENT 3.12• 1 %2'MIN. INSTALL POLYETHYLENE 6' COVER PLASTIC JOINT MATERIAL 6' MIN. 'QUICK JOINT'OR EQUAL F.L. OF PIPE 1/2' B 6'MIN. 20% ABOVE GUTTER 2% ^�� �k\��� �� • • • �-- v s v s o FLOW LINE 1.0% MIN. " FITXYTI MW 1INY0 W"' A' ���� / ����,, 4'PVC -.. 3'X4' ECCENTRIC (SCHEDULE 40) 1 B REDUCER WITH U' ��/A\ CLEANOUT /a�Y /� CORE DRILL 3'MIN. PVC AT 2% 2'MIN. CURB AS REO'D. CURB & GUTTER (SCHEDULE 40) Q2 9' 6' 0.4 THROUGH THE CURB DRAIN DETAIL 0 3 SECTION B-B N.T.S. N.T.S. . . / .............. / / / EXISTING GOLF CJURSr i • •.12 20. • ' . . / 25.3 25.3 32.9 � FG � ..� c - - -� -FG FG 25.0 HP � 1 24.8 I O . ......-• ............. 2843• FL / 24.4/ 1 / FL 24 �♦ 0 22 PE=1225.3 •O - 4, FF=1226.0 0 PE=1238.1 o � rr J ^" Q "' PE=1232.9 �. / Ar rr i GF=1225.3 22.2' 1 24.2 TG i 23.2 INV 23.9 RETAINING WALL 4'± MAX � L � ,��, (BY SEPARATE PERMIT) 225 GF=1 .3 "4 W 22.6 INV 7.2' u a � - ANG PT . w Ir 2:1 SLOPE Ln 21.9 INV o � LL- - o' w Ln 4K _ - - - "m'-vow" 16.34 3 21.7 © 25.26 T I CURB & GUTTER TC I I FL TIC I I I I I TEMEW DRIVE I76 7.5/. ``+ I IT I ~ CONSTRUCTION NOTES II v CURB & GUTTER I Q PLACE 4'PVC (SCHEDULE 40) Q s=1.0% MIN Q PLACE 3'PVC (SCHEDULE 40) THROUGH THE CURB DRAIN ' I SEE DETAIL THIS SHEET f RA 0T IN 33-71 > i i DIG ALERT TIM CD CALL LD 99-063 GR BEFORE SCALE: V= 20' YOU DIG! 1-800-227-2600 1 RICK ENGINEERING COMPAW UNDERGROUND SERVICE ALERT 20 0 20 40 3050 Ch� CaNat least 2 working days prior to excavating. Riverside.� Avenue California 92soT (oo!) Tel-otoT CONSTRUCTION RECORD DATE -BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Esse Designed by Drawn by Checked by 9 EH EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT Drawing No. AR MENT OF PUBLIC WORKS Contractor Horizontal = P� c No. X6804 i Pb Prepared Under Supervision Of / ACCEPTED BY: DATE: S Inspector SEE SHEET NO. 1 1'=20' Exp.6-30-99 Date �""1f"'� -_ RONALD J. PARKS PRECISE GRADING PLANS Vertical r EDWARD MICR L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 23371- 14 LOT 24 A� ares R.C.E. No. Date Cmplt'd N/A Orf R.C.E.R.C.E. No. 46804 Ex 6-30-99 r -r.- � Expires 19744_ Expires 9-30-01 1"9THE MASTERS sheet 3 of 3 g:\d-13212\212pgd38.dgn PLOT DATE: 10-MAY-19q9 JN 13212