Loading...
HomeMy WebLinkAboutLot 57-69 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE APPENDIX CHAPTERGRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 339 AS AMENDED BY ORDINANCE 99-23. PRECISE ACCORDING 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 OF 2SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE S ' TRACT NO . 2 8 4 8 2 - 2 L O T S 5 7 - 6 9 B R O O K H A V E N PHASE 8 BOOK"). A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ACCESS ESM'T PRIVATE ENGINEER'S NOTE TO CONTRACTOR _ 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. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO /Qa THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT © 7 SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH r,4 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS L SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY B REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL l FILLS OVER 1 ' DEEP. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION �Q` '� TEMECULA wAYSAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ti�G� �R� / 8 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF S V% WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �, / 5 4 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO z ��� �J, 9 3 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE E LINE. GRADELEVATION AND LOCATION OF CUT FILL SLOPES. N / 2 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100YR Q STORM FLOWS, v / LO E ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. 10 1 / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CALIFORNIA .� THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER SITE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. ,Qc 118 1 PERFORMANCE ROFLWORK OR AONETHPROJECT DIS ECEXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ANCHO 9'Qfj. TION WITH THE 82 RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATEDq JUNE 10. 1999. TWO SETS OF THE FINAL COMPACTION 15 12 8 0 S 3 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 8 4 / UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION TEINIECULA / / A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER �x � � r ���� ���r'��� 13 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS N.T.S. 7 9 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT OF THE PRELIMINARY SOILS REPORT. � , �� / S D E M T SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 VICINITY MAP / EXCAVATION TO DETERMINE THE EXACT 14 E CT LOCATIONS OF ALL LINES HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 78 DAMAGE DR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909 ) 694-6411 15 65 62 77 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 61 LEGEND SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 1 66 TOP OF WALL ................................................................................. TW 76 EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE TOP OF FOOTING ........................... i 0 TF SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ------------------------------------�-�---------- 1 67 TOP OF CURB ELEVATION ------------------------------------------------------------------ TC 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 75 ,., PAD ELEVATION --------_______________________________________________________________________ PE BEEN CLEARED OF WEEDS9 DEBRIS. TOPSOIL, AND OTHER DELETERIOUS fl. 2 a 2 MATERIAL. 1868 FINISHED FLOOR ELEVATION _____________________ ___________ FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 74 SITE FINISHED GRADE ELEVATION _____________________------------------------------------------ FG THE TERRAIN MUST BE CLEARED. KEYED9 AND BENCHED INTO FIRM NATURAL9 58 HIGH POINT ----------------------------- --------------------- ------ HP SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A © � Co� � REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. z 0- z a 7 619 TOP SLOPE .................................................................................... TS = w o 3 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF LOT 20 57 FLOW LINE .................................................................................... FL PERMANENT DRAINAGE STRUCTURES 9 TEMPORARY DRAINAGE CONTROL SHOULD W LINE 3' MIN W =w 70 TOP OF GRATE ELEVATION ................................................................. TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT Q ca 5' MIN. PROPERTIES. W ``' �w INDEX MAP 21 72 GARAGE FINISH FLOOR ELEVATION ....................................................... GF c�.� zo � zw 56 EXISTING ELEVATION ____________ _________ !91701 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o Q 3' MIN. 1' II o fm 1'=100' 71 2% 011R. 22 FIRE HYDRANT LOCATION ____________________ _ 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO MARX• 21- 5 5 STREET LIGHT ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES MIN AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 21/. MAX 2 34 2 DIRECTION OF DRAINAGE FLOW ............................................ _ _ _ _ ADJOINING PROPERTIES DURING GRADING OPERATIONS. GRADED RETAINING WALL (BY SEPARATE PERMIT) ............................... 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- GRADED 6# IN. LOT FG. 43 TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE LOT FG. 24 44 APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ ] ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 4 5SEWER LATERAL LOCATION ........................................................46 -----.-. S VERTICAL HEIGHT. rA 41 47 54 WATER LATERAL AND WATER METER LOCATION __________________ _______ D 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING - NOT TO SCALE 2 5 4 85j 3 PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE 40 39 49 50 52 ELECTRICAL TRANSFORMER _________________....................____________________________ ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN 38 51 POWER LINE AND HANDHOLES ----------------------------------------______________________ Q ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 2 6 37 TELEPHONE SERVICE ....................................... 0 ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 36 35 GRATE ___.-----_----------------- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 3 4 AIR VALVE.______ ___________________ ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. 27 ----- ----------------------- ----------------------- SHALLSLOPES BEVPRANTED I W I THRAPPROVED TICAL I TREES IGHTv NSHRUBS ADDIT�OORT�DMB�NAD UNI ONVER, 2 8 3 3 TELEVISION PLATFORM _____________________________________ __ � THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES9 20' ON 29 BACKWATER VALVE -------------------------------------------------------------------------- CENTER; COMBINATIONS9 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 30 Q.� 31 HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW �4 32 PREVENTION DEVICES PER U.P.C. 9 CHAPTER 10-R. / P� GRADING TOLERANCE NOTE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT D GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND LESS THAN 1,14" PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE SD ESM' Gr T CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. C`` RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE FG PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PER PLAN UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY BACK OF SDWLK NO. LOTS CY/LOT TOTALS SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FG 13 15 195 CY PER PLAN3 MIN. INDICATES LOT NUMBER 2 PE=100.0 W INDICATES PAD ELEV PE=100.0 PE=100.0 FF=100.7� FF=100.7 INDICATES FINISHED FLOOR ELEV FF=100.7 2 3 HP CURB ��� INDICATES BUILDING TYPE :. 10' MIN PER PLANN = INDICATES GARAGE FLOOR ELEV GF-140.0 GF=100.0 GF=100.0 i FS a PER PLAN 12.OX le L-T 4i_ FSS PSJ ER PLAN �� MIN+ ,' FG Lq 3C 037ak' 10 MIN (TYP) N v DIG 6 . � W ALERT . _ _ ` 5 MIN. _ ` - � 3 MIN._ 1/, MIN. � � PER PLAN � RIGHT OF WAY ���- �32C! e TM ED FG DEEPENED FOOTING CALL, PER PLAN AS REQUIRED. BEFORE Q CURB & GUTTER LD 01- 129 GR YOU DIG! RICK ENGIMMIUNG COMPANY -goo-227-260o TYPICAL LOT GRADING DETAIL UNDERGROUND SERVICE ALERT NOT TO SCALE sin Di"p Rives& PhoenixTucam Canat least 2 working days prior to excavating. ori 1223 University Ave.,Ste.240•Rivmei&,CA 92507-9418•(909)782-0707-FAX (909)792-0723•www.rlckeng.cam CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: 10 Drawing 9 Designed by Drawn by Checked by Drawin No. REG l gevimo F Jr- ATE.6 or&Z ADD -WALL 5 LINTY OF RIVERSIDE B.M.T-29-81 0%CH&L FLS EHP EHP EMR RECOMMENDED BY: • /////,a/ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor -7-o 2. MPEG ,L'E vlSEp FPLoT!v� HADD 1p-h/AC(. INITHEBRASS DISK N.W CORNERI OF CONCRETE INTERSECTIONCYLINDER, Horizontal ��� Pb repared Under Supervision Of rEG Gv K✓E leuD LoT Sr PA 0 CL o.4 OF RANCHO CALIFORNIA RD.WITH MARGARITA �+ w No. 46804 ' /! a/ �' 41 ACCEPTED BY. DATE: PRECISE GRADING PLANS Q6G ISE V1 SE D f~P LoT G��A/JOEp R-HlAC.0 RD. 1.0'EAST OFA 7.0'C.L.FENCE,40' 1'=100' Exp 6-30-03A r.- Inspector NORTH OF P.P.(NO NUMBER).94'NORTH Date RONALD J. PARKS q OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N 0 28482-2 L 0 T S 57-69 RD. SET FIBERGLASS WITNESS POST 1.0' 4 _ ■ Date Cmp It'd WEST OF MONUMENT. `�?� CI V A. OR�p 4 LEVATION: 1128.410 (ADJ.9-13-82) N/A Cr CAW R.C.E. No. 6804 Expires 6-30-03 B R O O K H A V E N PHASE 8 R.C.E. No. 19744 Expires 9-30-05 i;"' Sheet 1 of 2 G:\d-13212\212pgd 176.dgn PLOT DATE:29-OCT-2001 JN 13212 1 ••n 0 FL GF-1 ; r 1244.3 to 120 7.4 1 1 FL 1 1211.0 1 o Zr y t �1 .1' i 203.0 0 v, F 913l -„o FL t o v GF:: 1 t \ N C)o 0' • I z d L 5.9' FL t o`n GFS t t z .4 co t n ` n N rp N t -� 1212.0 ° o ,, j ���,"do v -�' FF-1X41.9 l 74 r •`„' Cl)�' GF`1205.4 t � t z ,� r -v 1202.6 �� PE;1203 -i z 1 ' o ;' o \ 'Lo 1B R FFA 120 .0 1 � z 1 0 78 3,7 © o �- 1201 1202 3 6.0' o o pE_12 -n ...► N ,.� 2 R 7 i o o _ 15 c7 c7 , cr r 7 � 7 � 0 5.5' FFw1216.1 � \ �_ 1201.2 FL 1202r3 � 1 o i - � FL F rT► PE=1 6 1 t \- FL L x F 205.4 1 P = 7 7 11 b 1BR 1 s - F 120 X E 120 PE=1 1214.9 1 s a / •� - ' c i 1 6.1 &c 1 FF_ 8.5 1 212.0 t � � \1�11 L '� 4 1A R � �1209.2 12,0' 1 FF=1212.7 � 1 1214.7 EXTEND FL t �, �° "�► �� � Q, _ _ 59"g1' SBR 1 1CR rsr �-waLL - - �, ; _ 32"q2' o �,__ - 1201.6 202.7 r 1204.7 1204.8 120 7.9 1211.5 t FL - -n " HP� N / �� HP� �/ n FL FL 1207,8 FL I 1 1211.3 FL - �- c� "�, ag, r , - -L co � --�� - - r- n F 1 1 23• T L FL 215.1 1215.4 r o �I _ `120 1203.0 .-`�" 1� 1245,1 / r \ 1 1208 / 12 LTII. HP FG- c a, 61.86 45.23' T -Lo 208, 5 1211 12.0 . -= - 1.9 � ` � 7 / � 52.30' - FG c 1243,0 ' 12 � _ HP m HP FG \ v+ HP • FG- 1215,4- EXIST R-WALL •63, r� 05.4 _ - - - - © F 5?.00 22 57,45' F� 1205,4 °° 1208.5 1212.0 27.16 co N -�cti; co 02.5 / FG !�_ ��Xrs€T kin G % 63.02 FG / FG FG 61.15 29.24' 12.2 13.8 13_8 / y �, NNS N FG 52.29' 68.25 � 12 2 FG 14.1 i -o � N 02.5 05.0 10. 23 97' 31.13 � FG _ _ _ _ FG Qd 13.8 N o •� 05.0 FG 11.9 , - ,,, - FG w 14� 22.5' -in FG FG o 07.3 07.3 09.6 09.6 un 13.5 HP r,., N �I FG C) 02.2 �- 04.7 .� co n FG FG FG FG N 09.3 12.2 TW FG N HP _ _ ^� w HP 13.1 ' - - - _ �-� rr``-' �' �' r o HP H� _ LO 1�0C) - - ,� 07.0 O7 M H� =6 TF �� A �\ F� 13.4 . \ - - - - - - - � HP r 11.5 11.5 i i _ C" M FL F' 13.1 13.4 �� 0 01.8 04.3 04.3 . ' - - - - 08.9 F- ` �� o, FL gS:Og• N 08.9 FL PE=1213.8 N -n - C" \ © FL m FL FL 061 ( .6 °° FL FL 5.0' FF=1214.5Co �' �� 01.8 68 J FL i GS 1 • ' 1B GF=1213.8 63 Q 1 1 - liUo FL PE=1205.0 i PE=1212.2 5.0' PE-1214.1 cn , " r 12.05.0 rW .0' FF=1205.7 m 6 7 06.6 FF=1212.9 1 m i i FF=1214.8 8 FL 66 u, 8 9' 2A .L, PE_12 2.5 1201.4 TF �\ 3B ALT PE_1207.3 PE_1209.6 .5, 2C 1 i 12.7 12.7 i + ( , A :s_ op ,FF-1203.2 , x FF-1208.0 FF-1210.3 i - FL FL r- 00 5.0 1 wl GF=1214.1 .�,,, 6' 1 2C 4�L, 5.2 1A 1 5.2' 2A GF=1212.2 + 13.0 6.2 ' -o -o i GF=1202.5 1 1 5.4' 6' i 5,01 1 11.0 11.1 ' • , -n S,0 _ GF=1209.6 IL::::::�:::::: o � �n r I FL FL :� `` i t, FL 13.0 �NCp GF 1201.3 , A � ... m ,� �,.' t� 0o r 01.3 1205+0TH! 01.4 1 03.8 03.9 06.2 06.2 08.5 08.5 1 :: cJ o N m 1 FL -.V7 o LO FL 1201.0 TF ' FL GF=1205.0 FL FL FL FL FL :__:�:_: N cn r V_ �.�"'"'. - - `` j N L-33.41 t .__� -- �..:.. : J �r�. ... ..._ ..._.... -- --- r.4- N o / °' o �� -- -- -- ---- --- t.0 A. - - - - ` O'1 - l� I i Q N `-�° .a`°o N 1 ;D BW o 4 o N o BW . �° "r? °4 BW O I T. BW o N a, fV p / m .,_ �' 411111- [n ~ - c N r O � Cl rill M LO ' ~ O O }_ CP 9 p _11 O O N O p r O N N ��� 4 r- '�Co Co •• O `��` 1 ll / �� - 0.9 7 � C\j rillo r� U P 10' \V" ncn i T_Z�_ 55.20' 55.00' Y 55.00' =28.60 •• ,• I r'o `r •1 FS 1211.04 TCJ �m N Irl `S n I - ��." ` � G7 1199.01 T C 1 Ln rn 1201.32 TC 11 rn 1203.64 T o, 1205.96 TC 1208.27 TC I o m I �2 N �'' '. 00 CO + 4- + -� r... U r• U - 7� I • N�N N to LD 11I I 12 I DUNES o I COURT o 3 I Lo 14 1 12.08 FS .T, p .� N 'S_Tcr _ T a, \ T c, �•- \ . 24•SS c' �� 16`0' r '� 11E7.9j3 -'- ao Cc � I + - 1 I + Q? 120fi.29 TC l � + � 1208.59 TC� I cvo' � 1 I 121144 ���_ =� � Lin � RIM EL ID 0 1199.06 TC °° 1201.39 TC I I �, �' 1203.92 TC I I �, cJa I I rn v r n I r • I I S I I O I RIM EL �jsr 121 .11 TC I �8� 73,15' i.50' 55.59 cn ca �/ 60.00' o 48.28�� cn o L= - ..., I oo ori LO _ I i _ Iro - - N ��" lf7 O M �� lD O BW N N 4� Ent�• Ln r N r� CD BW N - O O BW N O" N rn T_ • � C3 BW CV p O CDU Q '1-00 (/) =�::_ N 1 r w N 1 � :_ O N :.. ', r '� V-1/ M l L \ .. I 1 �. ,N ., N .. °' N °° t rl L-34.92 T 01,4 04.1 04.1 08.8 r - 1 75-21 i 06.5 06.5 08.8 �,. �--�r r• 6, �, 1 FL FL i FL FL FL FL FL GF=1209.9 FL � ��• `- Q: 1214.9 TW o ' GF=1202.3 5.4' GF=1205.2 6' i 11.1' i 5.0, i 11.1 11.2 0 �, 1212.4 TF "L' i 1 1 i 5.4' GF=1207.6 i 5.5' i FL FL I :::: N r \t _ 5.6' 57, 1 0l 1 , - 1 1 1 1 5.8' GF=1212.3 , 12.8 PE=1202.3 • - 6 0 12.7 F L _ 0 0 FF=1203.0 58 59 1 FL a.5 0 1 A RAPE=1205.2 PE-1207.6 PE=1209.9 J i _ , o i i J 04.5 FF=1205.9 - FF=1210.6 f-J 61 5.5' GF-1213.9 �' 2BR ALT - FF=1208.3 tn Q o� 0 01.6 02.0 01,3 � 1 FL Q 3CR � 3AR x I PE_1212.3 ' FL HP FL 1 `d� 11.6 FF-1213.0 1 1 12149 TW 04.5 06.9 09.2 09.2 2CR 62 I 121Z.4 TF y N I � � ;�, 06.9 � FL � - Q o - - - r-- - - 0 04.9 FL FL 07.3 FL FL 09.6 o FL i Q PE_1213.9 i3• "' HP HP w HP C� 11.6 0 13.2 FF-1214.6 a - _ _ - i N 12.0 FL rn EX15T1P1G PRDJELT WALL - - - - � _ _ - - � _ _ - M 3AR �,,, � o N � FL � o 91 o o n ui''r' aa,- - H� - 0 o r- 02.3 02.3 05.2 05.2 07.6 N 07.6 09.9 09.9 t PE=1216.0 "LA 12.3 55.24' FG 55.76' FG FG F� FG � 55.50' FG 13.2 l �X 1 X71 �1 r� r'��A71 O�1 r 60.64' 65.96' 1.44' 51.56' . - _ _ FL/�' _ r ` 1 3, 55,r3, 12.3 - •�.• TRACT No , 29-4a2- 1 200 ` 200.6 EXIST 2.1 ^' FG 13.9 200.1 w FG `-� 20 SLOPE 13.9 13.6 �'� H� • F N 200.6 2.4 cn � , - � - G °° FG� FG :' 202.NJ 202.4 202.6 � 2 - � HP � FG cn 1 FG FG Ln 202 03,4 y8 - - - - - � , - - _ HPC - - y FG FG - - � 203.1 203.4 C'� 0' 1200,3 ` 1%. � . o� - _ HP FG o CP 13.9 �5 L202.3 Ill _ � 199.8 � HP HP � � . °� G'"� •� o FG FL 202. / 76 5.1' 200.0 200.0 i 201.8 1 0 , 202,8 S e\ / PE=1200.4 FL FL t FL 78 F 01.8 S.O,FL 79 202.0 FL FF=1201.1 7 7 FF=1202.4 L 5 PE=1202.6 FL Q 202.8 Zl��- ��f G)� �C 1203,1 0' FF=1203.3 PE=12014 �� 1 FF='2?nj00.6 3A • 2CR 6.2l . FF=1204. FL // ., ti..'`'' s� r0_ Q��� ALERTTRACT N , 224a2- 1 +A11�Ai' 7Y CALL CAUTION: LD F BEFORE r YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'' = 20' R-Tc K ENGimmmNG ComPANY 1-'800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 sm Diego s ae °� Phoenix Tum Ca II at least 2 working days prior to excavating. VERIFY IN FIELD. 1223 University Ave.,Ste.240-xiv� mikle,CA 92507-3418•(908)782-0707-FAX (909)782-0723-www ridreM.c= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL. Ess► Designed by Drawn by Checked by /! ! Drawing No. REG D L.o r ADDE4 �cH EHP EHP EMR RECOMMENDED BY: DATE: �l CITY OF T DEPARTMENT CF PUBLIC WORKS L l iPEV/SE �P G Z � M EL EL, QeT•�wev LMAC.(. Horizontal Q� �! Plan spared Under Supervision Of Contractor ,� �7 Z °� _ � No. 46804 / >�G �PEvrsED �dT!09 FoR'3Ci9 BAR. �+ z � ACCEPTED BY. DATE. ADDED �eF5r' 19416 MALL 1'=20' W Exp.6-30-03 o z R PRECISE GRADING PLANS � SEE SHEET N0. 1 Date RONALD J. PARKS Inspector REG 110weQEp i-or 57 PAD EC, 0.4 _tX EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28482-2 LOT NOS. 57-69 Vertical �4 C(VIV ��\p ISE G �V/5 ED FP G �0 bT kilo >r A 0E� R-W � Date Cmp It'd 1eN/A a� CA��F� R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19744 Expires 9-30-05 B R O O K H A V E N PHASE 8 Sheet 2 of 2 A G:\d_13212\212pgd 177.dgn PLOT DATE:29-OCT-2001 JN 13212