Loading...
HomeMy WebLinkAboutLot 1-3, 19-26,32-42 - Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE+ CHAPTERISE PREC THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33. AS AMENDED BY ORDINANCE 93-04. GRADING PLAN ACCORDING TO THESE PLANS+ THE CURRENT CITY OF TEMECULA T2. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED MIN[MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE � 1 x. R A C T NO , 2 LOTS 1- 3 1STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. � BOOK""). 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . PRIVATE ENGINEER'S NOTE TO CONTRACTOR 4• PROVIDE 5 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON FILL SLOPES OVER 5' HIGH.HIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL � OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE g 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 16 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS�. a SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY S �� AY 10 � REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION + '�' SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S T �� / IT INTANY HNSAWAYRFOR THE REGULATIONS AND SUBCONTRACTORS COMPLIANCE , AND ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF S E ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO12 � � 6 \ � SITE COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. „ , .y,: COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 7. PROVIDE A SROM DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. � � � ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY x ALONG TOP OF CUT SLOPES. ;� CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND �C► 5 "��` ti � THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL F e, FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 15 I THE THAN ONE FOOT. LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH TEWCUU 4 PERFORMAN • CE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF N.T.S. 3 RISING FROM THE 0 NEGLIGENCE OF THE OWNER . I5 0 SOLE E 0 E OR ENGINEER S THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND , THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND LEIGHTON & ASSOC. FOR LOTS 49-74 DATED DECEMBER 29. 1997: FOR LOTS 1-27 DATED VICINITY MAPT UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEPTEMBER 30, 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 4 SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION A SEARCH F �> 0 THE AVAILABLE RECORDS. THE CIVIL ENGINEER DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE ., ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. .i NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT * SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 SITE 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 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 31 ,, 9 PERMIT FINAL INSPECTION FOR EACH LOT. i w DAMAGE OR PROTECTION TO THESE LINES. 30 PHONE: (909) 694-6411 * . 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL !� `° LEGEND SLOPES EOUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE TOP OF WALL TW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 27 � .................... _ _______ __ ________ _____ _ EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 43 BOTTOM OF WALL ............................................... .---•---- •--•---•---- - ... BW SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. J. 55 44 TOP OF CURB ELEVATION- TC 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 � � ----------------------••-------------•-•-•-----------•-----------••----------.-..- MATERIAL. 46 1 56 FINISHED FLOOR ELEVATION FF FINISHED GRADE ELEVATION .... .------ FG 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. � � � ------------•--•-----------••••---------•------------- . THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL HIGH POINT HP SOI \ 5T TOP SLOPE L FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A o 1 """"""""--""-' """_"::_::":_:::::::`:::..:.:::.::::::::::::::::::::::::::::.........••• � o,III TS STEREO ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. � �' � ................... . ......--...- CL W Z52 FLOW LINE FL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF = 1111 11 1 _ ~ TOP F _ __________ __ _____ _ ___________ ~ 0 51 INDEX MAP 0 0 GRATE ELEVATION TG BE PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD � LOT � � -------.---."-.----.-- °� U. W ~ m SCALE: 1'= 100' GARAGE FINISH FLOOR ELEVATION. GF PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 4J �- LINE 3' MIN. I`E �o � PROPERTIES. �� 4 W G ------------- •----•-------••- --------- --•------------ �z 5 MIN. �,, Cr�? �. \�,G EXISTING ELEVATION ------------------------------------------------------------••---------- (970) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. Ln 0- FIRE HYDRANT LOCATION oa3' MIN, 1' 0W `� / ------• •--•-------- ------------ ------------- --•-----------... pp-�c U� � STREET LIGHT o~� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO '�' "`` lh __________ _ 27 M ' 61 FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES � MA)(* � � '---'�-------------------------•----------•-------------••---------- AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 2y MIN 62�,. 2���. DIRECTION OF DRAINAGE FLOW ....................... .... ADJOINING PROPERTIES DURING GRADING OPERATIONS. 21i -7 RETAINING WALL (BY SEPARATE PERMIT) ................................ MAx' GRADED 63 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION � TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE GRADED 6`MIN.-� LOT FG. ------------•-•------------•-----------------------•••......------. ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 65 WATER LATERAL AND WATER METER LOCATION ....................•.................... VERTICAL HEIGHT. LOT FG, III 67 ELECTRICAL TRANSFORMER _ 0 ER rA POWER LINE AND HANDHOLES ----------• ---- -----------------------•------------••-•-•----- 1 A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING _ _________ _____ _ ______ _ __________ ____ _______ ___ 8 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE NOT TO SCALE GRATE ❑ ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ---------------------------------•---------•-•-----------•--•---------•-•------------••••----- LEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED+ THE \ AIR VALVE. ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN -- -'----------- -- '"- -"-----'-"""""--------""""-"-- --""`""""----"'-- --------'- �, BACKWATER VALVE ••------------•-•-------•--•----------•----•------•---•-----------------•----- 19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA / 69 � ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. / 74 SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. T1 SHALL BE PLANTED WITH APPROVED TREES. SHRUBS, OR COMBINATION 72 70 THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 1 O.R. GRADING TOLERANCE NOTE . FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND LESS THAN I/, PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 1 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE R/w 6 BACK OF SDWLK LAN IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. R/W NORTH SIDE 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD SOUTH SIDE FIGPRIOR TO COMMENCEMENT OF ANY CONSTRUCT ION/GRADING. LAN ! r ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS YRELIEVE �/, MIN NOTE: � B THE CITY OR ITS AGENTS DOES NOT �� NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. I PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. �, I UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY I /'\V I HP NO. LOTS CY/LOT TOTAL SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB ;I OPTIONAL • I o::: I LAN OPTIONAL 22 15 330 I F n. ... PER LAN 12.0`/. I SAX 2 ss 67 68 69 INDICATES LOT NUMBER F •W- ER PLAN FF=100. LAN LAN III � 0 FF=100.0 FF=100.0 FF=100.0 INDICATES FINISHED FLOOR ELEV. INDICATES PAD ELEV. I PE=99.3 PE=99.3 PE=99.3 PE=99 INDICATES BUILDING TYPE _ 5' MIN. 3' MIN. 1% MIN. F 2 3 PER PLA FIG DEEPENED FOOTING BACK OF SDWLK PLAN AS REQUIRED. NORTH SIDE Q UTILITY SERVICE POINT ;n PIT -4 DIG A ©+_ _ 10' IfN (fi�P) _ _ *RIGHT OF WAY TYPICAL LOT GRADING DETAIL _ _ - -- - j *SEE PLAN SHEET No. 2 3 TM NOT TO SCALE EXIST. CURB AND GUTTER CALL BEFORE BUILDING FOOTPRINTS LD 99-022 GR YOU DIG! 100-227-2600 NOT TO SCALE FjCK ENGROERM CO UNDERGROUND SERVICE ALERT 3M C,100W Avenue CaNat least 2 working days prior to excavating. Suite 100RiverVae, Cc IfornIa $2507 cam: U: oTo7 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Essr Designed by Drawn by Checked by SCALE �# Drawing No. �� EH/EMR EH EMR RECOMMENDED BY: DATE: COUNTY OF R I PERS I DE B.�. 7_29_8 I � CITY OF TContractor ,y DEPARTMENT OF PUBLIC wORKS 2-1i2� BRAss olsK IN CONCRETE cYLINDER. Horizontal Plan repored Undbr Supervision Of IN THE N.W. CORNER OF THE INTERSECTION • W No. �D ACCEPTED BY: OF RANCHO CALIFORNIA RD. WITH IiIARGAR I TA 1'-100' DATE! � - RD. I.0' EAST OFA 7.0' C.L. FENCE, E°" NORTH Exp.6-30-99 RONALD J. PARKS PRECISE GRADING PLAN , Inspector OF P.P. (NO NuweER) 9�' NORTH OF THE CENTER Dat© f.. LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical C1V1` EDWARD MIC L AT CAN DEPUTY DIRECTOR OF PUBLIC WORKS _ _ TRACT N0. 23371-5 WITNESS POST 1.0 WEST OF MONUMENT. IIIIII Date CmplI `- 4rf `�d��* 46804 - 32-42aF c�� R.C.E. No. Expires w 6 30-99 19744 Expires 9-30-01 : LOTS 1--3, 19-26, & ELEVATIONS 1128.410'- (ADJ. 9-13-82) N/A - R.C.E. No. g:\d_13212\212pgd23.dSheet gn 1 of 3 PLOT DATE:03-MAR-1c)99 A 13212 SEE SHEET N0. 3 4 :u \ rLv 5.0' 6. ' o G��1236.1 .. a::.. .0' , 9 GF 1234.9 k 1 3 1 1 6 2Q 1 1 PE=1238.4 1 FL � t FF=1239.1 19 35.1 6.0 5.0 PE-1237.7 PE=1238.1 R 6.0' 1 6.0 , F=1238.4 � � FF=1238.8 qC • FL � , i F 1 � 4 A 37.8 33.9 , 22 2BR FL t � 1�.0' PE=1236.8 � 1 5 37.8 FL t q 5 PE=1237.2 37.5 37. i 1 FL / 2 FF=1237. FF=1237.9 36.6 FL FL 38.1 25 1 � � PE=1236.1 � 1 AR 37.1 37'1 � - • qg FL ; FL � ♦ � HPHP 44 S-0 =1236.8 36.5 FL 7.8 _,L _ ---� 1 PE=1234.9 7 FF `0 3 36. F L HP 38,4 F 38.9 FIG L72.23'_ 4 B 35.5 36.2 �.o ' q F G 35.6 ,q .� _ .1_ - 38. 0� _ _ _-• 38.6 FF 12 34.3 35.5 FL ► FL FL 36.9 `� F Q 3 HP 37.7 FG 8.1 FG 38 -. �� 46.0 _ _�. 38.0 FG 4 AR t FL 6,6r o HP T r 3 46.00 _ _ a+ FL 34.3 F L - X6.5 \38.6 FL i - 35.8 �, 36. FG/ ° - ' - .2 FG �� 51.00' FG 37.3 3 F'3 38.6 0 28.5' � F HP 37.2 00. 34.6 cy Hp 4 _ 46. 36.9 FG FL G FG 38.3 �- �� I HP 5.0� n HP - - 1 1.00 36.9 FG - - o i 35 r ♦ - � 6.1 FG35.8 OF=1238.6 , I 34.9 FG 461000' 0.21' 35.8 •-� N PE=Yt38.6 5 °� \_..8 FG O 36.6 S N 34.9 FG _ 44.20' 34.b r- ;,o 36.7 FGA �� �`' w� FF=1239.3 `n �- " � FG HP �O IBR 34.Q 'A FG 54.5 3.5 ��o• 2.88 FG - -� �! 33.0 F 36.7 36.3 � � � '�°� 37.9 33.7 t FG FL _39•e8, 37.4 ;; FL I1 38.6 33.1 HP ' t 36.0111� 36.1 FL rm::::::.. _ • FG FL �wwwww�•• � - - - 1 35.5 FL �' .oto � 38.4 i ....... 0 34 / 36.60 `�, 36.77 10 .21' �- FG 33.8 33.6 1 ' HP 1 PE=1236.9 1 / TC TC 36X �` FG FL FF=1237.6 � / / C � 13•x' i 37.4 (J' � 35.1 1 TR � / � 33.0 TF F 35.2 t 5.0, / 36.19 / o... FL 37.8 co I 32.3 TF 35.7 FL / TC FL 1 33 i 36.3 18 D I 1 wy o 6. 3si 38.1 6.0' � FG PE=1235.5 FG � � 8 F i 33.5 3Z FF=1236.5 �' .: PE=1238.4 HP Q FG 5.0' 3 .54 GF=1238.4 = 31 5.5 �,; PE=1234.0 4 C 35 8 8 FS FF-1239.1 PE=1231.5 FF=1234.7 1 T qc= ,g FL' / �•�• 35.90 C 9.0% 37.1 4A 1 I 2A i 1 FL �),�, ii FL I 35.4 i 35.3 / - ©, I I1 FG ?� / ,oto �8. �• �• 1b 11 I = 70 . GF-1234.0 1 34.7 1 M 35.8 FG 35• 36 98.a , 37.7 � GF=1235.5 �p � •' 9 33.1 32.9 i FL r- I � / TC � T.Ir' • / � w�' �• 36.9 ` FL 38.4 FG FL t 34.6 i r � / l' / `�d �. •:• FL `� FG- 1 I -•---o------o �„ ,�, 38.2 - . 32.4 ♦ \ / -� 'v, v, 32.3`TF 11n a a �`' \ ,c• 36.8 FG o ` FL LI � �. w rn qr r, '� / / / Cp FL CO co / o a; / / 6'.� ••S= GF=1238.2 30.5 FG N 11I C432.9 FG O I • $'$- - - - - ' / 37 37x-50-.00 •j* s 35.65h / 36.6 ♦ PE=1238.2 FL 16' o - �, T� T 35FL .\ FF=1238.9 ��•1 30.43 # 32.78 0 34.56 J ` ��6A / / 2C `^ I TC TC I v TC +50 0 / \ GF=1237.8 T + 33.32 r J .2 37 9 13 4.80"/, � u L r14 n �. 35,38' �-_. _ _ _ "- Ij37.5HP C 4 0111 I NASSAU COURT I o �, - FL ? o0 p"' I I � ` 33.08 33. FL �o a� J --3grg2 + 36.7 38 -T -T U 36.0 FL - �, TC I _ 'o. �, FL PE-1237.8 37.2 \ ,�. _ _ -75 4 100J+ `s FF=1238.5 FL 38.2 • A 'm f ; •� �� GF=1237.3 4CR 37.8 FIG. '^ GOLF COURSE.' CD ; 30.9 FG BW vI �, \ N W a.s s 35.9 ` FG ,n � 33.1 FG w \ 35.8 FL �j 37.2 N 34.1 � 0.0 1%r FG 5.4 \ FL -----w------o rn TF i cn FL �� 'r HP �O � GF=1236.5 I I 32.8 33.0 i 34.6 � � 39 - - I FL FL FL , 35.Z r� \ PE=1237.3 I 37.8 GF=1234.2 1 GF=1235.8 FL 5� FF=1238.0 FG 3667 � 37.3 I � � 2B FL F� t 5.0' i 916, - i 34.8 40 I 36.7 43 FL ~' PE=1236.5 \ 44 � � � = FL o 42 \ FF 1237.2 37.0 , � PE=1231.8 � r- _ 5.0' ,� t � - 2CR PE-1234.2 4� � � 1AR \ HP - 5.5 I FF=1234.9 0 PE=1235.8 J I 2AR 34.8 TF FF=1236.5 I 34.1 TF 4BR 35.2 �� 36.2 3763� 35.2 FL I t \ HP - - 36FG 33.5 33.7 35.7 FG J FL FL � FL � FL 33.9 35.5 *4 o 36.5 CZ . r HP 35.8 _ _Z 35.8 FG 48.00' / �" �•60.18' FG 34.2FG 34.2 34.8 FG TF 2:1 SLOPE DIG ALERT CALL LD 99-022 GR BEFORE SCALEs 1'= 20' YOU DIG! FJCK ENLTqEEMM COMAM 1--800-227-2600 20 0 20 40 • �°. COW AVWI UNDERGROUND SERVICE ALERT Rtwr*tate. Colat least 2 working days prior to excavating. Cal itarnta VMT 762-0107 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by Drawing No. CONSTRUCTION RECORD SCALE �FEss►q,� EH/EMR EH EMR RECOMMENDED BY: DATE: /B �CHE� CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal �� �% Plans Prepared Under ,Supervision Of l Contractor No.46804 O�' 3 / W z ACCEPTED BYs DATE. 8 1•=20' Exp.6-30-99 PRECISE GRADING PLANS Inspector SEE SHEET N0. 1 Date RONALD J. PARKS P Vertical EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 23371--5 Date Cmplt'd r4rf c'v'NF�`�`' R.C.E. N . 46804 Expires 6-30-99 i,,, NASSAU COURT LOT NOS. 32-42 N/A �' CA1. a p R.C.E. No. 19744 Expires 9-30-01 Sheet 2 of 3 gt\d_13212\212pgd24.dgn PLOT DATES 03-MAR-1999 JN 13212 r TRACT �0 a 23371 - 46 PE1218.5 PE=1238.5 EXIST FF=1239.2 RETAINING WALL PE=1217.9 - 38.1 FG 33.4Qo 8 FG co ' 33.1 33.4 HP �` PE=1238.1 31.9 �-FG 32.7 FF=1238.8 �► PE 1219.7 FG FL 32.8 FL HP •� 31.3 3 r 2:1 SLOPE 31.9 FL PE=1233.4 i o F .4 FG 31.2 FF=1234.1 1 -4 FL 2A • \ 8 s \ � ' " 3 0.1 2 d 1 -- -- - \ \ $,• HP PE=1231.9 \ �p 29.8 FF=1232.6 5•$,\ 13 J5_ GF-1233.4 \� FL c� 2C 1 \ 30.4 � FG 32.2 29 7 � FL -420.7 F 1 G � 1001, I I Ld PE=1230., 3.5 ;• \ J W � GF=12319 / I I I I \ FF=1231.1 1 ica ..a......o0.6 co LA - .� PE=1237.5 / : • \ Ln ''' I / \ 1B ap �' �`' 32.1 FG FF 1238.2 / I \ u? ? cv w /1000, \ - Ln A. - - - - - - 22.6 FG \ ` -n -n 1 �'9.�8' •. • . . r I I I I / / \ � 30.5 �r+ �' �- �_. . . .... . .. .. . .. .;• I I .. .. . . :. . .. . .. . :. / F a ` 30.6 FG \ \ LO " b_ CURB & GUTTER II // ' \ \ 29.1 ,n, a' .� i • __ ..� _L__!_ FL s _ - T S T N T T I tr �- 321--7 N 100 VC \ GF=1230.4 . - ,lS� • ' No 03 1 � 2 0.90% I I 23 I L 24 •, � 29.2 �i; \ � t TC � �-- I 29.2 �`' �`�► 5�. PA dr _" -r V 0 01 3W C1 cn + 4- Q0. -�- 4 --1 �-I----- 4-T V4 s• v �- 33.54 �" 34.6 T N � 35.26 N r' # 35.68 N 36.14 N 36.53 cc M 36.86 / \ � s '• • \ s _ __-�- J I I I J TC J I � I I J J I I I I N � BW y �� ao �C 3i.8T I TC c, TC L, �, TC " TC L, C B & UTTER TC TC / \ 29 -� 27 _ _ - --410 37.1 FG \`�:9 .EG ' •�• .� ` c� cn 4 7 FG - cn cn- 35.7 Fri 25.2 FG .- '� 3;L � �� N w � V1 LA- L � � N � cn i to A ccs M .` i M 4- �n �o o 36.4 N o� .-` `` - io ' ``' a, `` 100" °: 4 0 ' a' °:"! ,r; �r;ori ori o °: co o "`: ` / ao C °° °' / \ . _ M o� w M M ao rn M n+ FL co �,, " c.o M cp cc M to \ -8.32 \ . \ _ �. ^ N U1 M , I ` Q. 0 M , O7 M M r� / TC -� .0,0 o 0 \ \ / / 1 '�,.- w 33.7 0 35.5 36.4 37.1 ,9 .• 1 34.9 35.8 0 36.8 i i .., �'"�EXIST SLOPE i FL i FL 0 35.7 FL FL `� FL i FL 0 FL i / / a GF=1234.9 GF=1236.1 FL GF=1236.8 = ::a 1 ::a 3T 0 � .01 30.4 i i v i TRAN 0 \ _- - FL 31.0 i �r i GF 1237.2 i / 3T. GF=1238.4 r GF=1237.7 1 GF=1238 1 / //001 do/ i - --`FL FL 2337 J q 1JE 1i1 1 000, PE=1238.9 26.9 FG 33.9 35.1 36.1 •0' 5.0' e FL 6.0 FL 6.0' 6. ' r, FL 1 5.0 i 1 i 5.0 i v 10I 17.4 19 0 26.7 ,c• 26 1 1i.0' 23 fi.0' PE=1237.7 20 FG `r PROP. PE=1231.6 25 1 24 1 PE=1236.8 1 FF=1238.4 i PE=12 8.1 1 1 PE_1238.4 1 / - i 22 i T FF=1239.1 / SLOPE FF=1232.3 PE=1234.9 7 1 5.0' PE=1236.1 FF=1237.5 1 PE=1237.2 1 2 B R 1 1 FF=1238.8 4 C R 6.0' FF=1235.6 FF=1236.8 1 1AR FF=1237.9 36.6 4A 30.5 HP 4AR 34.3 35 5 4B 35.5 4B FL i 37.5 37.5 37.8 37.8 / 1. F ` . FL c 34.3 FL 1 FL � 36.2 .36.2 36.5 � 37.1 37.1 FL FL � � FL FL i / 118.1FL 1' ,a 31.0 1 FL i FL FL FL i FL FL i i FL ..a. 34.6 35.8 6.6( _ 38.1 IF 5.0 ;r. I c� 36.5 i �� 0 36.9 �, 37.4 0 37.8 / o HP 41 ` _- - HP ° _ __ H� ` 6 F `"- 36.8 FG/ HPHP 37 7 F qr 3T.7 FG ♦ �`HP' -� _�-� _ 4 HP _ 1_ _ HP / 34.9 FG 36.1 FG �---- - 37.2 .2 FG -� 9 FG 38.1 FG 38.1 F 38� .�FG 46.00 84 F� 38.9 FG 72.23 34. 44.20' 46.00' 51.00' 46.00' 51.00' � 4fi.00' ' Nil 50.2 ; 1 - 35 35.8 36.9 FG 36.9 FG 3 38.6 34.0 �� 34.0 r, 8 �� � _ �, FG 3 38. 8.0 FG / a, v F FG ^� 7.3 30, FG G o 00 FG L38.6 o FL FG ` - L'^ 33.0 TF Z 36.6-,_/ C" FL � � HP cv � FG 28.5 ~' f '� 38 GF-- 3 5 3 33 1 33.7 � .......... 36.7 F(� FS � • FL n� 36 6• FS off• PE=1238.6 Jr-2 HP .7 54.5' ,5 -A•�• HP r.. ---- % o; r�� _ F 36.3 3'S 'S�o� /` FF=1239.3 r _ G cC I I 36. FL ,to� IBR '` . _ 1 33.8 �� E35.5 FL ,�•!� 9 ~' 33.6 1 HP 34 \.''� 88' � FG FL r P = co �►`� \ 36 37.4 : : 37.9 3 1 E 1236.9 / ,O •`7 FL . FL / 38.6 32 33.0 TF 35.1 FF=1237.6 36.60 `\,�� 36.77 °D I .32 1 Tr F1 33 35.E r SEE SHEET N0. 2 DIG ALERT TIM CALL LD 99-022 GR BEFORE YOU DIG! SCALES 1'= 24' 1-800-227-2600 � RjM(0qGFqEERM 3450 CA 1 oago AvwxaUNDERGROUND SERVICE ALERT 20 6 20 40 Suits S` d�, 100 CalRiwrsi Calot Fast 2 working days prior to excavating. Ca Ifornla $2547 (WO) ?6:-4?07 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: 1WESSi Designed by Drawn by Checked by Drawing No. �,rcHEL EH/EMR EH EMR CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal Contractor Plans Prepared Undbr Supervision Of W No.*804 i ACCEPTED BY: DATE: 99 SEE SHEET N0. 1 1"=20' Exp.6-30-" PRECISE GRADING PLANS Date •s RONALD J. PARKS Inspector DWARD MICHE RA ICAN DEPUTY DIRECTOR OF PUBLIC WORKS Vertical J> CIV,� - _ TRACT N0. 23371-5 Date Cmp it'd N/A Cr ar C,%,\* R.C.E. No. 46804Expires6-30-99 LOTS 1-3, & 11-26 R.C.E. No. 19744 Expires 9-30-01 1'"' Sheet 3 of 3 g:\d_13212\212P9d25.dgn PLOT DATE:03-MAR-1999 JN 13212