Loading...
HomeMy WebLinkAboutLot 4-5, 18, 20-21 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTESPRECISE GRADING PLAN WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER Q� Q THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33, AS AMENDED BY ORDINANCE 93-04. TRACT N 23371 - 14 L 4 5 20p CSC 21 1 I V 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 = 1%. I STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED I BOOK"). A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. � I PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. �5� TEMECLlI-A WAY / I THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SITE S� , ,� / SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY / 15 REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL / CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 DEEP. SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S / WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ; 16 I ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CALIF IA / CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO •� / ( COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. �i9� j I COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS, RANCH r� r 1 7 , I I CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ALONG TOP OF CUT SLOPES. 7 O O L F COURSE � THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE 'fib I OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 15 I LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE THAN ONE FOOT. TEMECULA 1 8 1 2 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF N.T.sr / I RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND - THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND LEIGHTON & ASSOC. DATED JANUARY 30. 1998. TWO SETS OF / 1 1 I UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING VICINITY MAP A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS / 1 9 I ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH SITE 1 O NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. `/� ' ``'> I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING '::ii...... ::::i '2f'S: r;<<N: ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR DEPARTMENT AT LEAST 24 3..::.... I GOLF' COURSE EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DE ME HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE -` AFFECTING THIS WQRK, WHETHER OR NOT SHOWN HERON, AND FOR ANY THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ~ INSPECTION. 2 4 DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. l 7 I 23 PHONE: (909 ) 694-6411 ~`°~ 8 I 22 h LEGEND ....... ..................... .: .t f Y .................. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL .................................. x k SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE �`E ........................... # TOP OF WALL TW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ME ::x r$.y KU I ........................................... ............ EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE Rr Vr BOTTOM OF WALL BW V, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 9 TC _ s I TOP OF CURB ELEVATION- ------------ -- -------- ----- - - ------------- - - I 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PAD ELEVATION .................................................................................. PE BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS T. I MATERIAL. FINISHED FLOOR ELEVATION FF --------------------•-----------------------------....------ FG FINISHED GRADE ELEVATION ------ 13 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I S TO BE P A CED 7R �o � � . HIGH POINT ........................................................................................ HP TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A I TOP SLOPE ........................................................................................ TS REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. � I FLOW LINE ---------------------------------------------------------------------------------------- FL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 2 TOP OF GRATE ELEVATION .................................................................... TG PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD I BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT GARAGE FINISH FLOOR ELEVATION .......................................................... GFF PROPERTIES. INDEX MAP EXISTING ELEVATION .................................................................... .. (9V70) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 'SCALE: 1" 100' FIRE HYDRANT LOCATION ................................................................... --I= 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO STREET LIGHT --------------------------------------------------------------------------------- 0-0 FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 1 DIRECTION OF DRAINAGE FLOW .... ... . .... . . AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT - - -- -- ---"- --- - --- ADJOINING PROPERTIES DURING GRADING OPERATIONS. -` ' RETAINING WALL (BY SEPARATE PERMIT) ................................ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- o APPROXIMATE LOCATION OF ELECTRIC METER ........................................... E TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o z z I SEWER LATERAL LOCATION . ------ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN z 0Uj - a VERTICAL HEIGHT. = o / WATER LATERAL AND WATER METER LOCATION ......................................... D W � ~ o LOT a I ELECTRICAL TRANSFORMER ------------ ------------------------------------------------------- 0 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING cr �_ LINE W ~ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE 1— v 3' MIN. 4 Co RO YA �-� POWER LINE AND HANDHOLES ................................................................ E ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a 5' MIN. W Cr� DrR R THE Uj ~_" o KOAL DRI TELEPHONE SERVICE ---------------------------------------------------------------------------- El ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUI ED, E v,l- c� mw ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. z ' MIN 1' o W �C 0 U_ 00 3 U_ c�© GRATE ----------------------------------------------------------------------------------------------- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2'/ M� ' BLOW OFF VALVE ................................................................................ ' pX ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. �, M 21/• M - .---_-- �, SLOPES OVER 15' I N VERTICAL HEIGHT. I N ADDITION TO GROUND COVER$ N AIR VALVE.......................................................................... SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION � MA• ------------------------------------------------------------------------- • x' GRADED TELEVISION PLATFORM � THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON BACKWATER VALVE ---------------------------------------------------------------------------•-- B CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADED 6"MIN. LOT FG. 0 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW LOT FG. GRADING TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN 1/; PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. FG 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD R/w & BACK OF SDNLK PER LAN ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE F _ _ �� r + 1 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE ER PLAN PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. MIN. - - - �y MIN• UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ri NO- LOTS CY/LOT TOTAL SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. _ . I r 1 __._... INDICATES LOT NUMBER 5 15 75 4 FF-100.0 3 INDICATES FINISHED FLOOR ELEV. CURB '�I' LAN = 2FF=100.0 INDICATES PAD ELEV. . • I o=== PE-,99.3 FF=100.0 � FF=100PE-99.3.0 PE=99.3 INDICATES BUILDING TYPE 1 PE=99.3 ❑ 3 I F 2 11 ER LAN 12.07. z ` MAX p= PLAN F9 EG V ER LAN PLAN I 3' MIN. r F '�: 10'MIN (TYP) RIGHT OF WAY . _ 5 MIN. _ _ �1/. MIN. LAN DIG ALERT PER F DEEPENED FOOTING .. . • LAN � ... _ �.' '+ r. � �.�.: _ � � _ ... � �. .... _•',�. � � . �. AS REQUIRED. TM U! 2 EXIST. CURB AND GUTTER Q UTILITY SERVICE POINT cel w CALL TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS LD98-138 GR BEFORE YOU DIG! NOT TO SCALE NOT TO SCALE F"DqGWEEMM 1-840227-2600 3050 Ch I CCW Avef14e 5utt. 100 UNDERGROUND SERVICE ALERT de, Calat least 2 working days prior to excavating. Col If nl atifarnta 92S07 (!09) TtZ-OTOT CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKS SCALE SEAL: �Ess� Designed by Drawn by Checked by EH . EMR RECOMMENDED BY: K DATE: Drawing No. B.M. _ _8, EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE B. 29 N►�CHEL 2-1/20 BRASS DISK IN CONCRETE CYLINDER, Horizontal 3pa� �% Plans repared Under Supervision Of Contractor IN THE N.W. CORNER OF THE INTERSECTION �y v No. 46804 C� ACCEPTED BYs DATE: l2 Z3 PRECISE GRADING PLAN OF RANCHO CAE I FORN I A RD. WITH MARGARITA 1"-100' W = • RD. 1.0' EAST OF A T.0' C.L. FENCE, 40' NORTH Exp.6-30-99 Date l2�Z�� RONALD J. PARKS Inspector LINE OF RAANNC"HOO CCALIFORNIA"D. SETTHE FIBERGLASS EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 23371- 14 WITNESS POST 1.0' WEST OF MONLAIENT. Vertical 'r CI V1� RLOTS 4, 5, 20, & 21 , 18 Date Cmp lt'd ELEVAT IONo 1128.410 (ADS. 9-13-82) N/A O` C0,10 R.C.E. No. 46804 -Expires 6 30-99 R.C.E. No. 19744 Expires 9-30-01 1'°' Sheet 1 of 2 /usr/projdata/r_grp/d_13212/212pgd16.dgn PLOT DATE: 2-DEC-1998 JN 13212 ......................... r•• r ...................... ......... .............. s \ EXISTING GOLF COURSE ..... ......... 2:1 SLOPE ............ ............. ............. 1250 ... ..... ........................................................ 1260 RETAINING WALL ... EXIST RETAINING WALL 10' SCE UTILITY 82.16;' •2 31.00 62.15' 63.6 93.78' \ \ EASEMENT 50.8 FG 56.2 _ _ _ _ _ _ FFG 63.9 63.9 EXIST RETAINING WALL 86.67 ` FG HP FG FG Ln 55.9 1.00 - - -- �\ \ T�.�. _� �- - oa HP 55.5 � �62.9 TG �? �� 63.0 TG 50.8 0 50.5 FL Ln V \ \ FG HP 1 50.2 61.9 FL cv 1 62.3 FL V \ \ 49.8 i FL i 55.2 FL --------------------- i i/`FL20 18.5, - 63.0 ` I ✓ 1 36.7' FF=1256.9 1 F L \\ \ \ \ \ a 2 PE=1256.2 1 19 63.2 17 .w ( 18 FF=1251.5 N �,, 4B FF_1262.5 FF=1264.6 FL �_ PE=1250.8 I co PE=1261.8 M 1.O PE=1263.9 PE-269.81 \ \ o a o C> \\ \ \ \ I 21.5 o; � o \ \ \ \ \ i 18.5' GF=1256.2 \\ \ \ \ 55.0 i GF=1263.9 \\ \ FL 63.6 29.21 GF=1250.8 I ®::: HP 63.6 50.8 FG 50.0 i 54 7 I • • IWO- 68' • 56.2 FSHP 49.1 50.4 FG FS 49.6F� ® 61.5 FL GF=1263.9 FL 50.0 FG FL I J - I - CO X2149.5 V � N o ► '�- 63.5 49. EXIST TOP r o ~ � 61.5 o '� FLI GOF SLOPE �� cl� 6 1 M �, / M � 5.9 FG ,� ;" � FG 2 �c � �� FG�. ao 0.6 F to LnLOW L=95.53' qr L=31.14' 57. 93.10 , 93.77 92.59 i . . - 1 1 CURB�GUTTER 1255.75 T� Ln 1 L - \I ; 1250.46 TC N 61.34 TC 61.20 FL 3 0� PR O EQ� -�- �- .� T 66.96 TC // TOP' 0 SLOP N I I --I�---00% C> `7 T - - Cn . co 1%r co Ln � © INVERNESS COURT` CURB & GUTTER n - \ co I I + . C G VIA"( - L=58.83�,r kn - +30 58.1 u? 104.00 70.0 FG r LA =61.24' v� LA 48.8 FG - Ln U 0 I c.+ 1 ° 46.1 FG L `" o I w r� FG S o �. . .` o . - N co 'u`n n � N •�S= I o ° '1�• tin :..�.��\ �, , ,� , �63 o 48.5 TW F N I\\ Ln y► N C4 p I I I •Q. r 48.2 TF 55.4 i \ I I 55.9 �\ I 49.9 FS FG I FC . I 147 FG 'OF j j 52.7 I 52.5 FL I \\ I W 1 4 .4-11 : : FL = I I 4.5' F ' Com" - 48.7 1254.0 e I . SIDEWALK 2.5' 3.12' 1 I I �... � w � FL GF=1250.0 i j I J 6 [.,�EASEMENT6'MIN. I I j F.L. OF PIPE 1/2' B6'MIN. I 20% I I I 125.4' j❑ I �, - 2%' I U o ABOVE GUTTER �y�Vy I I p� 5 0 4z FLOW LINE 0.50% MIN. 48.8 FF=1254.7 1 I I�"" '� \y'� \ /�\Yn�w% n,�vn���� , • L60PVC ^ ';>;;. > � „ ,,.... ., „Awn �� „�,,, ��/1� 24' FL 4 PE=1254.0 1 I I w 3'X6 ECCENTRIC (CL 150) Q ' I I 1 0 REDUCER WITH FF=1250.7 6.5' � � B o � I � � # CLEANOUT I I I PE=1250.0 3 R j -�- Q CORE DRILL 31MIN. PVC AT 2`/. I I j 53.2 53.3 I I = CURB AS REO'D. CURB & GUTTER (SCHEDULE 40) 2 28.5 49.0 4AR j FL Q 6 MIN R/W ,' FL 49.3 FL Cr. I I FG EXIST GRADE FL I I(X m PER PLAN j Imo = THROUGH THE CURB DRAIN DETAIL L 1 24.4 � I r m I I J 60.0 N.T.S. I 56.0 N I FG -FG _ --_.---- °: 53.7 I �� _ _ - rn - 49.7 50.0 � "' HP DEEPEN FOOTING PROPOSED GRADE I HP FG �' 2.5' PER PLAN o ;�, I 54.2 °D 54.2 I 31MIN. PVC AT 2/. I 54.0 TW FG FG I o (SCHEDULE 40) n 50.0 FG / I I I ~ INSTALL POLYETHYLENE I I T 0 1 %2'MIN. PLASTIC JOINT MATERIAL �- I 25 25 0 COVER SECTION A A I 2:1 SLOPE 54.0 TW - � QUICK JOINT OR EQUAL CONSTRUCTION NOTES AND QUANTITIES I 54.0 FG 36' NTS = 4 2:1 SLOPE I Q PLACE 6'PVC (CL 150) Q s=0.50% MIN 142 LF '� 4w5' SDwK 118' 18' � 4.5' SDwK . -" � � . `I' I 2.5' ESM'T '- I 2.5' ESM'T /�\�Y ' 2Q PLACE 3'PVC (SCHEDULE 40) 10 LF 65.6 FG I /�\vA\\\� Q THROUGH THE CURB DRAIN 1 EA FG 92.51' W 2'MIN. 3 +90 I SEE DETAIL THIS SHEET 1''S• `� 79.00' N 9 6 (y `, 1'x'1 •. I I SECTION B-B DIG i7 X23 �\ N.T.S. ALERT J CAS-' CAUTION= LD98- 138 GR BEFORE SCALE: V= 20' YOU DIG! EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS i FJCKENG CO MPANY 1-800-227-2600 20 0 20 40 .3050 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO `Suite 100 ° ��°�"'" -�� R i vers t de, Cap at least 2 working days prior to excavating. VERIFY IN FIELD. cd I fore I a 92507 (90) 782-o�oT CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Ess1 Designed by Drawn by Checked by SCALE Drawing Now M�CHEL cyc EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal ��� P spared Under Supervision Of Contractor o No. �680� � ;/zw z �v' ACCEPTED BY: DATE: 3 SEE SHEET NO 1 10=20' EXp.6-30-99 Date RONALD J. PARKS PRECISE GRADING PLANS Inspector Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ TRACT NO. 23371- 14 sr CIVN. \� Date Cmp It'd 4rF o�� 46804 6-30-99 LOTS 4, 5, 18, 20 & 21 N/A OF CA�%F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 1'"' Sheet 2 of 2 /usr/pro jdate/r_grp/d-13212/212pgd17.dgn PLOT DATE:15-DEC-1998 A 13212