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HomeMy WebLinkAboutLot 17-22, 68-76, 95-101 Precise Grading IN THE CITY OF TEMECULA GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL 339 AS AMENDED BY ORDINANCE 93-04. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 %. T R A C T N 02 4 18 6 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U. S. DEPARTMENT DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED v 9 P H A S E 3 OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. RELATIONS "CONSTRUCTION SAFETY ORDERS. " THE CIVIL ENGINEER SHALL 3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS 101 COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS. RA N�HLOTS 17 - 22 68 - 76 `�"'0 ROAD 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL CALIFORNIA O CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE FILL SLOPES OVER 5' HIGH. -a RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ROAD LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL + �� PAUBA o INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY FILLS OVER 1 ' DEEP. AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE Ln OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 6. A REGISTERED CIVIL ENGINEER -SHALL SUBMIT TO THE CITY OF TEMECULA'S NEGLIGENCE OF THE OWNER OR ENGINEER. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF o `� ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR o �' THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 1 7R 24156 2 STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. MB , 26-7/ 1 - 10 RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, R�q0 2 OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT ALONG TOP OF CUT SLOPES. 3 LOCATION MAP SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND SCALE: 1'=1001 IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT N. T.S. LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER HWY. 79 SITE 115 4 AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. THAN ONE FOOT. 7R 2,4 1 8b 1 ♦ ` M, 8, 267/ 11 - J9 � 114 ' 1A 5 9. THE PRELIMINARY ALL GRADING LSOILS DOINVESTIGATION NE IN MBY CONVERSEANCE WITH CONSULTANTS OF VICINITY MAP ab b DATED APRIL 26. 1996 & REVISED GEOTECHNICAL DESIGN AND CONSTRUCTION a7 ; 1J3 *11RECOMMENDATION REPORT DATED DEC 31 , 1997. & LETTER DATED DEC 19, 1998. 112 7 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE •` •� ; ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN as 111 a RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. a9 110 0 9 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 I a5 90 `• 109 �� 10 11 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 1 r. 12 INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING a4 r� r 91 lba PERMIT FINAL INSPECTION FOR EACH LOT. 92 X107 13 PHONE: ( 909 ) 694-6411 a3 93 •�` 106 r J � a2 111 . CUT SLOPES EQUAL TO OR GREATER THAN 5IN VERTICAL HEIGHT AND FILL 49 94105 14 LEGEND SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 50 al �............ ...... `*� PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM /�` nc ;; 104 TOP OF WALL EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE - TW SECTION 14.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 51 a0 103 102 JS 79 �► BOTTOM OF WALL - - --- -- BW 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 4a 2 ' '" TOP OF CURB ELEVATION --------------------------- TC BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL, AND OTHER DELETERIOUS 47 53 7a ...... Jb MATERIAL. PAD ELEVATION ------------------------------------------------------------------------------------ 54 ' PE 4b 77 FINISHED FLOOR ELEVATION - FF _ _ 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 45 55 99 .. . . .. .............. ...... .. ........... .. 10.0... 7 THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL .... "� ADE ELEVATION ..... FINISHED GR FG SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A Sb -� .... HIGH POINT REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 44 HP 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 43 57 TOP SLOPE - - - - TS PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 5a T}� 2-4196-4 FLOW LINE - - -- - FL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 42 % TOP OF GRATE ELEVATION ..................................................................... TG PROPERTIES. / M49 %, 0/0 41 59 7:1 GARAGE FINISH FLOOR ELEVATION _________________________________________. GFF . ..... ....... 10 * EXISTING ELEVATION (91.70) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. b0 '' 40 - 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 39 00 b JW 4J FIRE HYDRANT LOCATION FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES STREET LIGHT _ o--- AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT38 jP b3 ADJOINING PROPERTIES DURING GRADING OPERATIONS. ♦ DIRECTION OF DRAINAGE FLOW ________________________________________________________ -----•� o z PARCEL 39 i 37 64 ` , 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- z Z a 65 DEEPENED FOOTING (6 TYPICAL) _____________________________________________________________ -� P M No, . TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE W �- . ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' I N o LOT �- © P , M, E3 , 159/38-61 3b RETAINING WALL (BY SEPARATE PERMIT) .■.= VERTICAL HEIGHT. LINE 3' MIN. °U ~ 35 23 APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS 5' MIN. d W 34 SEWER LATERAL LOCATION S 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING W V)I— a iW ____________________________________________________________________ ❑ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE o0 3' MIN. 1' 33 24 WATER LATERAL AND WATER METER LOCATION D ELEVATION ( WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN ELECTRICAL TRANSFORMER ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 21% MAX 32 _ _ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2'/• MIN 31 25 POWER LINE AND HANDHOLES Q 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2i •M AX 30 9 _____________ ___ _ ________________ _ _________ ______ tN 2 2a TELEPHONE SERVICE ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. GRADED �/ 27 I GRATE Cl SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. LOT FG. .4}. 2b -------------------------- ----------------------------------------------------------------------- SHALL BE PLANTED WITH APPROVED TREES* SHRUBS, OR COMBINATION GRADED 6 MIN. BLOW OFF VALVE � THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON LOT FG. CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL AIR VALVE ............................................................................................ HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW SECTION A-A - TELEVISION PLATFORM .......................................................................... PREVENTION DEVICES PER U. P. C. . CHAPTER 10.R. p NOT TO SCALE SEWER BACKWATER VALVE..................................................... ..___-_____ 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN I,,q" PER FOOT FOR A MINIMUM OF 3 FEET. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG PARCEL 40 EARTHWORK QUANTITES PERMITTED. PER PLAN P , M, NO , 23432 NO. LOTS CY/LOT TOTAL 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD P, M , b', 159/38-61 22 15 330 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG - � - - 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PER PLAN THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. R/W UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY CURB SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ' � I HP PER PLAN INDICATES LOT NUMBER 3 INDICATES FINISHED FLOOR ELEV. 2 DEEPENED i FF=100.0 FF=100.0 PL FS FOOTING i FF=100.0 PE=99,5 PE=99.5 INDICATES PAD ELEV. rAS REQUIREDa PE=99.5 2A 3A INDICATES BUILDING TYPE VARIES 7' 8' 5' PER PLAN 12.0% .-. 1A MAX PER PLAN FG A FG RW PER PLAN PER PLAN I FG J5' MIN. 3' MIN. 1% MIN. J PER PLAN Q �, � - - - ��� - - - - - - - - RIGHT OF WAY ,. FG DIG ALEPT PER PLAN TM A EXIST. CURB AND GUTTER J CALL TYPICAL LAYOUT FOR DRIVEWAYS, TYPICAL LOT GRADING DETAIL LD 98- 152 GR BEFORE SEWER & WATER SERVICES NOT TO SCALE BUILDING FOOTPRINTS YOU DIG! 1400-227-2600 NOT TO SCALE NOT TO SCALE , RICK ENGINEERING COMPANY UNDERGROUND SERVICE ALERT Amo + 3050 Ch1Ca0o Avenue suite 100 Callat least 2 working days prior to excavating. ■fir Riverside. California 92507 (909) 702-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed Designed by Drawn by Checked by • SCALE �p RECOMMENDED BY: Drawing No. COUNTY OF RIVERSIDE B.M.T-29-8, M\CHEF 4yc EH EH EMR DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/2'BRASS DISK IN CONCRETE CYLINDER Horizontal =' �� �! Contractor IN THE N.W.CORNER OF THE INTERSECTION w No. 46804 z Plans spared Under Supervision Of / OF RANCHO CALIFORNIA RD.WITH MARGARITA •- ' ACCEPTED 8Y. DATE: r -111 1 -100 Date 1 Z/30116 RONALD J. PARKS PRECISE GRADING PLAN RD. 1.0'EAST OFA 7.0'C.L.FENCE,40'NORTH Exp.6-30-99 Inspector OF P.P.(NO NUMBER),94'NORTH OF THE CENTERt EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical TRACT NO, 24186, PHASE 3 WITNESS POST 1.0'WEST OF MONUMENT. sr CMV �p PRECISE GRADING PLAN Date Cmplt'd N/A R.C.E. 46804 Expires 4jF� cA��Fa . � --_-� - - - ELEVATION: 1128.410 (ADJ.9-13-82) 6-30-99 R.C.E. No. 19744 Expires 9-30-01 1 LOTS 17 22, 68 76, & 95 101 Sheet 1 of 2 /usr/projdata/r_grp/d_13249/249pgd.dgn PLOT DATE:28-DEC-1998 JN 13249 1 ' - 96.09 g' ' 88.4 HP g • � �-8-7.."G5 94 � 5.0, S.0 0 FFL FG I I 106 -95 . / `PL._ 6.2? oo0' /" 95r�d// 94.4 87.5 �• FUTURE PHASEJ �I � J6119I � 94.7 F 87.0 0 FL FG 93.0 J F S ■-■ I I 21+55.40 1 9 r G 0.00, � � I CL 16" DWY Af_ 94.2 *A,, ■�% 0 I --.. // 196.7 / r rr 1195,1 / FL ��� 92.7 93.0 87.0 1 03 1 -...-•--- � g5.5 L�.., �,' i i 95,6 '/ r 92.3 a " so OWN �_�_�----��, / 11 / - HP -�/ 91.0 r FG 86 6 82 5 t 105.00 8L.O 9 2 93.9 - FG - - 82.34 _ � ~ - FL S•7 B , FL FL ti FG 47,2 ,�.,� FG ITC -FG -,-„ � FG , F( 95,1 r� S,p, 8 -�" I - •� - 83. r S•0� // 90.7 1n 86.6 86.2 -�-� 3 38.7 % 95 3 a 91.0 / 86.2 85.8 85 8 82.5 -_40- 82 8 o FL r `` L ,�% PE-1194.7 1 0, 92. q "�_ FG , _ -.. 82.5 FS - i �, .�• I o FL -. HP M FG �.�" FG FG F� c, 23.0' FL 83.7 ^ o 1 A S l� CF.11 /� so FF=1195.2 / o / - - 89.0 31'17� 89 0" "�-r."�_ I _ 17 1 - -,..-� �..-�.rr�-r..- rwr�-.r -.� �r�.rrrr- - -�-��.LO'� - rrr-�- - � o, r 96• / 1�QR o / FG 25'95 20.16' 86.9 45.25' 85.5 82.28 11+55 82.3 FS GF-1184.0 PE=1184.0 HP o 9�j , , FG 86.9 85.5 TC 16' DWY FF=1184.5 o 50.0 9 -9q•9 i// 14.0' / PE=1193.0 o FG FG FG FG 83.9 83.9 1 CL 7.39/. 0 q'8 FL / GF=1194.7 FF=1193.5 / s� �• - FG FG I SBR • G • 90.5 •IB "� •` 85 2 - I 1 F � 93.7 2C 9 0� FL _ _ HP M 83,6 .. _`; CI' 83 3 S 92.0 �~ _ HP 84.0 ,. O,p �. 0 4`', / FL 93.6 S ` - ~ - _ L _ _ "' HP I N I o F L • 0 I o ` • •. °: `�• Cr) o` r / FL I FL 0 // 97 90.2 / 86.6 `� - _ _ 15.4 83. FG A 7 `'' ,� r _ / . PE=1191.0 HP 613• , � r�--t- 82 0 � 4 0 , 1 GF-1193.0 r FF=1191.5 / r A9 ': I 81.84 1 0' 3BR // 88.4 r r r 1 7J9 r 83.2 I I TC FG 105.001 1 - 34.4,FG 0 1 91.8 // / FL 1 86.3 1 1 1 FL 83.2 -.. I Cn o TC • FL , 98 88.3 FL 86.2 1 84.8 84.8 1 30' o a a. /: •-. - r PE=1189.0 �� F FL FL 1 FL 30 0 DLK � . 82.8 r Sp.Op, 92.0 / GF=1191.0 0' / FF=1189.5 FL PE-1186.9 L 10 20, ' 6 S FL FL 1 83.2 o � / FF=1187.4 100 28 FG ® �`'' 90.0 b PE=1183.9 I20 1 HP Ln -93.98 ;-. . S .�. / 89.8 / 1CR - 2BR r PE=1185.5 - FF=1184.4 SDLK - o -` 0, cv o �, `'� v r FL �� 1 FF=1186.0 Zo 18 0 1 1' TC o .-. Op o ..• P c, , i r r 1 % 3CR 1 BAR 1 r I PE=1183 5 i �'- • vC `�`�'` _ o \ o' o c` FL r r u-i . .. �' ^ o GF=1189.0 r o ► 1 0 ,- I� FF=1184.0 1 •.. •_; �( ^o -9q.78 1q ,- v °� �� 1 �`�a' v, 87.9 d V' r 1 0 1 1 1 �] 1 1 81.7 FS _ 2C T ' `` 88.0 85.9 1 82 9 23. GF-1183.5Ln �C o FL GF=1186.9 FL -- © GF-1183.9 • = 8116 FG 82.3 0 82.8 83.5 TC "' �, 1'r � rl FL 85.8 GF=1185.5 84.4 FL 22 55� DWY 81.5 F 7'/. _ o CL 16 8. FL L F� 105 00 FG . • 7 F•- 95.8 '� c' l 93,9 3.68 �- L:3 88.0 1 `n ,o FL / 84.3 FL FL / I� I � �-� - - � _ - 83.0 LiJ FG .y 9 0, �� s.91- 1 N .�. y r FL I , 81.34 �-. - _ / • FG to r' o '� , 1 81.42 I TC - FG 4 • • a co 89. `V ,� r r r - _ 93 °' ,.. 1 _ 1 / r 81 6 I TC -.. 81.5 82.3 �/`) v.• �. •�, r4c7 -L t�, TC a� 1 cv p' 1 N ` ,� o U- o I 81.8 o FL 82.7 cr ' `r' i �� / A / rn 1 cn • m p F G - ► 1 v.• o o � �• .. .. • L=60,0 . 85.8 „-, cv '� �_ � N o r I I 01.5 F5 FL o W °, Q' /v o 4� _ v 90.84 H/�O D . •: 2 FG 'n 84.1 a;rn v m 82.5 `� ao 20.0' = 19 1 HP or W/ o a� X. • . M rri °' I ,. GF 1183.0 - r a- 0 co FG N FG 0 22186 - S PE=1183.0 , ,. q TC * "� 35 S 3• V) 9S.q :/r °' n, `D. o• `9' . • _ 0 1 h 87.78 . .. ,, • =59.34' 8.38 3. I 16' DWY ':. 81.3 F. FF=1183.5 1 •a L F 2 / FG •00, TC o R/W •.. . 1 I 1 3AR / 94.3 1 �` c,, �' 89.07 . • . I \ v. o . . . 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' L=7J •. _ 1 FL 75 r / GF-1192.6 FG a. , v, L� 80.05 PE_1182.4 1 ' FF-1182 9 -96-1 r` FL 6 / / r.• o v. 46,25, FS /�, PE=1194.1 •2 / 89.4 , 0 0, .�. ��46_ R/W 0, TC I 80•q _ Eco Q N . v-, 86.2 25 I �„ 43.0 I 23.0 GF-1182.4 2B HA /�• / / FF=1194.6 / 8,p, � FL 1 c o FG ' �� . C� I .. ;r 81.7 82.4 4 / 3C / 1 "" o 8 .0 `` �=46.25' L=43.94' U- ` 8 . o 81.3 I )> 23 55� 80,0 FS 81.2 o FL FG - 74 91.6 / GF=1190.6 Iri o N , . F '� o 83.8 ``' o m , o � 16 WY F 05.00 93.4 I 87.8 �- 95.2 /1" 5.2 / 93.5 PE=1192.6 FL / / FL 1 r °D `�' 0 1 N a. FG o �, FS N o �\ FS 80.3 1 3>0 L 10.4/. L _ - 9s. / FL FL FF-1193.1 / •/0, 6,0, r 1 r vti ao 1 F5 179.64 FG - ��- FG 9 • 95.5 HP o �B 1 � •= 1 - _ - 1 1 / � ITC _� 81.0 °�'• - / 91.9 91.9 �, / GF=1189.0 / 86.5 1 r 1 83.0 ` I 0 _ _ �� ^ - 80.3 FG r FL 3 FL A 85.0 �� 84.0 1 FL FL 41.7 93.8 - - FL ,� 73 / FL FL 26.3' I cry I ': I I 79.8 �� qS 95.5 94.1 PE=1190.6 89.6 / , D 1 0 GF=1187.6 85.1 1 - GF=1185.2 GF=1184.2 83.2 I FL 1 80.7 HP � - - � FF=1191.1 F L / ;� / GF=1186.2 1 ' � I 20.0 _ 21 1 � FG FG v - r 2B ' 1 ...F ri! 1 .......b FL I +�8 5 GF-1181.0 PE=11810 HP 92.3 - / cn 87.9 r 1 m 28 I 79.1 F _ , + r 89.9 0 7� r , 1 1 1 1 1 .•- I � , DWY FF-1181.5 1 - �°� / HP PE-1189.0 FL 1 5.0' 1 1 7 7' 1 5.0' w -;= cL " I ... �' 1CR ► r 94 1 92.6 v ` FL FF=1189.5 � � � 86.6 � i 1 84.2 1 5.0 o c� 8 -- F 89.9 3A o FL 11 1 - FL 69 -.. o�/ G F G _ r PE=1187.6 70 PE=1185.2 PE=1184.2 I A 1 C� 80.3 81.0 oJ2/ 96 A - FL r 88.3 FF=1188.1 PE=1186.2 o FF=1184.7 I ;CS FL -- F� r FF=1185.7 ry 80.0 m/ 90.3 - FL 2AR FF=1186.7 0 IBR 1 2C 1 I _ _ � - - FL Ln F G ,� -�" • .: 77.5 � �� ." S HP , 88.7 1 II Q/ �, s 9 , 92.6 W) 88.3 r r 86.9 1 38 1 83.5 1 I ( FG 105.00 78.7 A ,. HP � 84.5 - a. r FG 90.6 - _ FL 1 FL 87.0 1 85.5 �184-5 FL 1 1\8 3.5 FL I .. _ a; �� - FG / J 9 9 0 7 FG - / 1� F - FL I -�� 36. �� FL FL 1 .� L o `oti 177.28 I _ - 78.1 �'• 56406' 90.6 �_ - cv :; 85.6 r + _ _ - o _ _ _ 1 TC I FL . I I •� 9� FG 89.0 o N FL r o 1 77.6 1 78.4 / •6` FG 87.3 ao o -- - Iri 84.9 83.9 77.0 FS FL 22 1 �C N - --�� rn 84.2 1 I PE=1178.7 HP 'o HP �,, HP % PE=1178.7 � • 55,46. 89.0 87.6 85.9 HP FG '•. 11 I 2 FF-1179.2 w 87.6 86.2 HP 85.2 85.2 84.2 I 24+4T 76.2 FS 1 N 6 �'� FG FG FG �F"G� 86.2 FG 6?.16 CL 1 ' DWY ` 11 11.9'/. 2AR 1 55.40 � / FG �-F-G• FG � I .. � FC, 54.97 / 52.22 cr 44 I 78.0 Q± 78.7 61 Cr 0 1 I I 77.7 FL FG ti 75.1 FL 2 /N1 „�� 74.86 �. I FG 6 I I I TC 6423 DIG ALERT PHASE 1 65 66 6-7I I 11 TM I CALL LD 98- 152 GR BEFORE YOU DIG! SCALE: V= 20' 1400-227-2600 ►'1 RICK 1ENGDM-WNG COMPANY UNDERGROUND SERVICE ALERT �'��; 3050 Ch 1 cag0 Avenue �0 R 1 ver 100 CaMat least 2 working days prior to excavating. 20 0 20 40 e a de. � call fern i a 92507 <9491 702-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by SCALE �oFEssr 1cHE � EH EH EMR RECOMMENDED BY: Drawing No. M c Fye DATE: -// CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal = Pad Contractor Cpr w No.46804 z Plans pared Under Supervision Of • ACCEPTED BY: DATE: Inspector � SEE SHEET N0. , 1'=20' EXp.6-30-99 Date Z 3 6 RONALD J. PARKS PRECISE GRADING PLANS Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT N0. 24186 PHASE 3 Date Cm It'd s�4T Clv�� �p � p F o 46804 Expires 6-30-99 F N/A orrcA��F R.C.E. No. � LOTS 17-22 68-76 & 95- 101 R.C.E. No. 19744 Expires 9-30-01 •- Sheet 2 of 2 MINE /usr/proidata/r_grp/d-13249/249pgd4.dgn PLOT DATE:28-DEC-1998 A 13249