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HomeMy WebLinkAboutLot 30-44 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 CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33. AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY F I 0 TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THESTANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED T R A C T N Q ■ 2 S `rt 8 2- 1 L 0 T S 3 0 -4 4 " A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. BOOK"). 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . BROOKHAVEN PHASE 3 PRIVATE ENGINEER'S NOTE - TO CONTRACTOR 4, PROVIDE 5 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT FILL SLOPES OVER 5' HIGH. L DUC THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 DEEP. SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND LINE. GRADE• ELEVATION AND LOCATION OF CUT FILL SLOPES. COMPLETE RESPONSIBILITY FOR JOB--SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS$ ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. _ LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE TRACT N0 4 ,218482"`3 .. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL eE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF RISING FROM THE SOLE NEGLIGENCE OF THE O'WNEP OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED :. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JUNE 10. 1999. TWO SETS OF THE FINAL COMPACTION - :•.• ....a.�•..•.., ;;•,} �{����°�.. � T REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH >°f: :�< : <> UTILITIES OR STRUCTURES ORES SHOWN ON THESE PLANS ARE OBTAINED BY SHALLINCLUDE FOUNDATION RECOMMENDATIONS A SEARCH OF THE AVAILABLE AB RECORDS.E DESIGN AND L LE ECO DS THE CIVIL ENGINEER THAT GRADIN" HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDA`1ONS ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES OF THE PRELIMINARY SOILS REPORT. NOR FOR UTILITY OR IRRIGATION LINES WhOSE LOCATIONS ARE NOT :#< < ;; SHOWN. THE CONTRACTOR SHAL BE RESPONSIBLE FOR NOTIFYING 10. THE CONTRACTOR A 22 ...:::; :>.< «v AL UTILITY TY AND IRRIGATION ESHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 vj L L I ICA ION COMPANIES PRIOR TO WORK OR HOURS I N ADVANCE REQUESTING FINISH LOT GRADE AN 1 .:.:<.:' ;: ,: <<<.>..>>,.•..,>•;<,><;>:::;.:W::: EXCAVATION TO DETERMINE THE EXACT LOCATIONS ONS OFA INE D DRAINAGE �/ _. ~ �:::r ALL S AFFECTING THIS WORK, WHETHER INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 4 �! °^ ET ER OR NOT SHOWN HERON, AND FOR ANY PERMIT FINAL INSPECTION FOR EACH LOT. 1 23 ;':.: DAMAGE R PROTECTION .a.:�w��a. �.. ,•:�:;:::,>;>:;:>;<>: >>•`'' E 0 TO THESE LINES. o s .: ::^: � :w � 4 5 PHONE: (9 09) 694-6411 TEMECULA W AY 24 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 •[N VERTICAL HEIGHT AND FILL � S ��>�_�•�� .f•: '',��'y��i:..: .�f,: LEGEND SD EASEMENT < $ : : ;<..;,:. SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE ' ` / ' -00 mom 7 <' . PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM : w::>:;:, " h>. ;< < .. ... � a / 19 25 ..��::..��� ::.�<::: �;,,?.�• ; • :� TOP OF WALL .. .......................................................................... TW EROSION AND INSTABILITY I NSTA IL[TY IN ACCORDANCE WITH CITY TY D E LOPMENT CODE � 'hr.'...�..SECTION 17 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. :}'•<e'::::{.i?.•;Y::...:�r:,:,,.•,.:,:;:. .: °;..„;:.:;<.:<>:f.}+'3:.:r•:.;:>:{.::.,•:.Y>�:.:;k x.. �• PFOOTING TF 9 p . ` %? ' A• ,. : •, TO P OF CURB ELEVATION .................................................................... TC89 NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �L12 'O ...........................r................r.....BEEN CLEARED 0F WEEDSDEBR[S. TOPSOIL*SOIL. AND OTHER DELETERIOUS 87 PAD ELEVATION ........ -•-•--•---- :. .......... PECALLr :MATERIAL. SITE9FINISHED FLOOR ELEVATION ........... ......................rr...............---.........--- FF 27 17 :,�: ::::::: a}:, 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. :r } ,...: :.:: ,.:•. FINISHED GRADE ELEVATION ............................ ,Y FIG THE TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INT FIRM � 9 8 6RA > >.>?..>:.>::>r.�.v °;:: ••a;<a•:,<:::;.::»::>...:: 0 I NATURAL 1 :.� �. �. � ,.,.. 2 8 ��; HIGH POINT Hp SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A � •"•�>•••• ... <- <_ � >••..fi�;'> 16 v { .x . 84 $,. REGISTERED ENGINEER PRIOR TO PLACEMENT OF FI MA }` 'pb , .:r TOP SLOPE .... ............•-...•••••••••---............................,,..............r...,.-... TS LL MATERIAL.AL �� ; °>..N> > <�::.<>: 15 yw.:. ...f:,: 8 2 : Flow LINE 11 29 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TEMECULA >::�:�;:.� .....................................................................r.................. FL 1 1 4 5 TOP OF GRATE ELEVATION PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD -•••-.---•..............r.........,.....r.rr...,...._....,.....r..,. TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT ILT•S. PROPERTIES. 67 12 GARAGE FINISH FLOOR ELEVATIPN 80 68 14 EXISTING ELEVATION ..:.-•---r•-----.-••••••-•--••---•................•------.......r..-•--- X9/701 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. VICINITY MAP 47 FIRE HYDRANT LOCATION _ 69 13 .............•..................................................... �+-- 48 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE Tf1 79 70 STREET LIGHT ... - 49 ........................................................................... AND TEMPORARY DRAINAGE FUNCTION* ESPECIALLY UPROVISIONS MUSRING STORM DT CONDITIONS. TOOPROTECT TECTIVE MEASURES TRACT NO , 224c12-2 �6 •- ADJOINING PROPERTIES DURING GRADING nOERAT I ONS. 71 50 DIRECTION OF DRAINAGE FLOW .............................................. 78 6 5 RETAINING WALL (BY SEPARATE PERMIT) 1STABILITY CALCULATIONS W'TH A FACTOR OF AT LEAST ONE AND FIVE- 72 6 4 52 APPROXIMATE LOCATION OF ELECTRIC METER ........................................... D TENTHS ( 1 -5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE z 63 53 ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN W z VERTICAL HEIGHT. z 77 SEWER LATERAL LOCATION ................................................................... Q Q W = © 0 73 54 Q WATER LATERAL AND WATER METER LOCATION.......... --• w❑• 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING � LOT � �C 6 2 55 pP PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED* THE w LINE W u 76 41 `` ELECTRICAL TRANSFORMER ..................................r................................. 3 MIN56 �,p` POWER LINE AND HANDHOLES H ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a �� 5' MIN. w a z �� ..................................................r,..-...,,.... ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED. THE `'-' �z V-`�' 74 57 �� TELEPHONE SERVICE .......... .......... T �� °; vel--- ca h ._rr..r..r... .............•••••--.....---•.....•• ---.... ❑ AC i UAL DISTANCE ABOVE THE ADJACENT GROUND SHALL 6c GIVEN, W o 0 3' MIN. 1' �+�- �W 75 5o C� GRATE 19. EROSION CONTROL: . ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA V/ MIM• 59 �p)( �G INDEX MAP AIR VALVE ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. � y ........................................_........,.........,....r.................,r,....� SLOPES OVER 15' IN -VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. 2� 21 • - G • MIN• 6 O �`� 1`=100` TELEVISION PLATFORM ... SHALL BE PLANTED WITH APPROVED TREES* SHRUBS. OR COMBINATION 21� MAk 6 1 BACKWATER VALVE • ...................•...... 8 THEREOF, SHRUGS SHALL BE PLANTED AT 10 ON CENTERS; TREES. 20' ON ................................................. CEM'I•ERs COMBINATIONS$ +5' ON CENTERS. SLOPES OVER 4' IN VERTICAL �' LOTDEFG• HE ;GHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 6 MIN. PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. LOT FG. GRADING TOLERANCE NOTE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A GRADING SHALL BE DONE WITH A TOLERANCE OF O. 1 ' OF THE GRADES AND LESS THAN I/4 PE,I FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE - NOT TO SCALE 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE � CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.I N NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. 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, FG ESTIMATED EARTHWORK QUANTITIES BACK OF SDWLK PER PLAN 23. Af PROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. FG CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. -� - - UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN - - SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - - - 1% M N INDICATES LOT NUMBER 3 No. LOTS CY/LOT TOTALS 2 PE=100.0 15 15 225 CY S INDICATES PAD ELEV � PE=100.0 FF=100.7 • . ,'�. 31 INDICATES FINISHED FLOOR ELEV FF=1O0.O FF=100.7 3 CURB •.. `�~ 1 ! HP INDICATES BUILDING TYPE-------sI 2 PER PLAN 10' MIN , • GF=100.0 i INDICATES GARAGE FLOOR ELEV GF000.0 GF11100,0 FS • PER PLAN 12.0% 'T- FS -001-MAX M MM • •• ^ER PLAN Lit{R{fAltRtfii �it i�ttift� J �fifi�fiSiil � a U1 3C 1i • ,� 10' MIN (TYP) o N Q MINo 5 MINFG N. 3 MIN. r r. MIN PER PLAN - � RIGHT OF WAY DIG ALERT FG DEEPENED FOOTING7. PER PLAN AS REQUIRED r • CURB & GUTTER CAU TYPICAL LOT GRADING DETAIL LD 00- 181 GR BEFORE YOU DIG! NOT TO SCALE • 1-804-227-2600 RICK ENGWEEWNG COMPAW UNDERGROUND SERVICE ALERT ,� i� 3050 ChICGO Awlr%A Callat least 2 working days prior to excavating, ■■ R i vers I a•t u t• I �.am Ca I i fwn I 0 !21507 Me) 712-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed Designed by Drawn by Checked by , SCALE Drawing No. z-ai SEG k7EV/SED S1�/,4GE5 ft0e,0 VAIVE�P- COUNTY OF RIVERSIDE B.M.T-29-81 %CH EH EH EMR RECOMMENDF? BY: DATE: /® _ AZ V` E� ELS CITY O ' TEMECULA DEPARTMENT OF PUBLIC WORKS GPDU�t/D DZ41A1,4CrE Ta T 43 2 V2 BRASS DISK IN CONCRETE CYLINDER, h Contractor IN THE N.W.CORNER OF THE INTERSECTION Horizontal 8 Pb epored Under Supervision Of OF RANCHO CALIFORNIA RD.WITH MARGARITA &V w No.46804 z �o ACCEPTED BY: DATES ° _..: �? .::. PRECISE GRADING PLANS • RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1`=100' Exp.6 30 03 NORTH OF P.P. NO NUMBER),94 NORTH RONALD J. PARKS Inspector Date O l D O RD SET FIBERGLASS CENTER LINE OF RANCHO CALIFORNIA EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 2 WEST. WITNESS POST 1.o Vertical Date Cmp Mt dOF MONUMENT. ` ,r CIVI �,� 0 - L 0 T S 3 0-4 4 F 46804 6-30-03 i ELEVATION: 1128.410 (ADJ.9-13-s2� N/A CF CA%.%I R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 B R 0 0 K H A V EN PHASE 3 Sheet 1 of 2 •Mt•X• G:\d_13212\212pgd 119.dgn PLOT DATE: 17-OCT-2000 JN 13212 1• 5.0' ► U 9 22 oc GF=1214.8 ► GF=1214. PE=1214.9 1 .2 23 ► F F=1215. . 1 GF=1212.8 1 GF 1213.0 24 PE=1214.8 1C 1 1 ► PE=1213-0 F F=1215.5 14.2 14.3 1 �- r=u'lu.� ► GF=1211.0 26 ► 25 FF=1213.7 12.4 2RR 14.2 FL FL r-- 320 _...... 1 PE=1211.0 PEw 1212.8 1A 1 14.2 � R-WALL 12'4 F L 1 � 32 T FF=1211.7 FF=1213.5 1 FL FL 1 1 FL 14.6 � 25' ► 2 r r BR 1 \ 7, 25, 7 2`+ 3B HP ► = 10.8 10.3 10.4 12.2 12.2 1 ` 12.7 EXIST w ALL 14.5 N� 4' _ 14.9 . � 28 5'4 5'0' FF=1211.5 0' 1 FL FL 1 1 FL FL HP ` HP 14.9 FG \ 5r J+w r � � r� ~ r � � N PE=1209. 1 1gR 14 8 0, � 2g FF=1209.7 08.4 1 1 T WAIL � � 12.5 � c., 13 14.8 � FG FG =1206.3 08.4 R 1 10.2 � 10.7 EXIST � P F G 7FG N 109.3 \ �' p. PE EXIST 2 A FL 10.2 \ ,, .- .. X2.8 48' 3 = 07.0 1 FL P - r 60. Ow t=F 12 R-WALL FL FL ` _ �� F� \ FG 1 18 \ 1 AR io _ - �� ! - r 12.8 L^ 0.00' 60.48' 19.2 1217.55 T C 05.7 1 6.2 "^�'�..' 5 � FG� 7FG 5 .00' 18.7 19.2 18.9 FG-4 �; 11.0 r. 0 .. 0 0 » .c r / 50 0 FG r N 1 \ .�- 0 � 05.7 06.0 F L � iv �� _, r ,� - r .4 un '�' 10.8 G �" 17.3 �7 F G w HP � •r-o . 13.6 'R-r \ N �� ao HP N G 56.0 ,_,_ l N 18.4 .. _ ";; p FL H� _ ;° 08.7 09.0 10.8 FG 15.6 �3 FG ... FG �o HP m , P J N N \ 'N - r co FIG F G 57.67 L. _ w. M 18.6 � 00 1 -�o o� N 06.3 .0 HP 15.6 FG FG EXIST a' r / F 06.3 FG G 62.68 13.9 FG ^' 15.3 R-WALL I , r N F 13.9 FG ;+ EXIST �,, 17.0 / 5.0 18.5 1 1 - _ \ n, .8 34.07 62172' 12.2 �--- - HP - - R-WALL � HP _" 1 36 o o e, 5 FG - - - �. a% 18.1 FL \ a '0 316 FG 5918' 10.5 12.2 11.9 FG N 13.6 I - - - - 1 18.1 PE=1219.2 I w 5 0 FL FL FF=1219.9 75.58 10.2 FG FG HP "" _.��1 / o HP �� \ • p M 13.3>► \ti \ n 10.540 HP ♦�---•�-" �` 13.2. 1 14.9 i i 16.6 - 16.6 1 1 2' FL W 1 FL FL 1 FG cNr � o 1 11.5 00 1 ao FL 35 1 11.5 FL 1 rAv PE=1218.7 1 1 =,J , I C XIST 1 FL -� 13.2 32 14.9 33 FF=1219.4 �, 1 T° 20.0 ,a��� \ / R-WALL 1 PE=1213.9 FL PE=1215.6 + 34 1 5.6 GF 1219.2 IIS A . ��0 +4Z �;, FL _ 1 2AR 1 18.2 1 N N_ 9.5/• aL \ s 31 FF-1214.6 1 FF=1216.3 PE=1217.3 GF 1218.7 18.1 � m �; 0 1203.6 FS ` 8 0 \ �,` 09.8 PE=1212.2 3B 1 2B 1 9, FF=1218.0 1 1 17.7 1T.T 1 FL FL 1 09.8 FL FF=1212.9 1 1 1 1 I B 5.g' 2C 1 1 1 1 1 GF=1217.3 1 FL FL 1 FL , 1 " 3, °�, I 1 1 1 GF=1215.6 1 1 1 .::.�._,_ r :11.1 n 30 1 1 1 5.5 5.0 �____ Sall - `� �, a v, 1 PE=1210.5 1 1 GF=1213.9 , ' 14.5 14.5 16x2 16.2 1 r a' r 120A•3 a I`� - FF=1211.2 GF=1210.5 1 GF-1212.2 12.7 12.8 FL FL 1 QD ,�, Ui a 1 1A 09 4 - 11.0 /-FL FL FL FL 0 N ��•� 4. � �bZ � 11.0 r r 6 . y���0 \ 09.4 FL F FL 1 1 1 - 1 L_=11.. 1111==� r N • r- to 0 1. 5 F S L 1 na �, 1 �, .... .... +�,- ,� 1 5 2'+ n / V N 1204• FL :....�......... 1 ` N r111 9 V_ /Lo •o � Oq.g F V+ __� r+ �„____.� N j�j O 5.3 Q .0 `� O c N 12 0 1205.6 =___�_ �, 1 N ,� r o v+ -n In _ ,W I (� o \ It � + too 1 o a o -.� w °� �_,_ + (A � c� =22.65' V_ N .94' • = 8.61' / ( C 18' DWY '� LA `r°- LLJ lip, I \ 1205.,1 T FG ao o U° '.'-' -^ .,, =57.82 2 I � w w In ■ ' ` _11 r 'Y1 12 v� L=57.94 a v A � 0.84 _ I % I I 1 o W r� �+ \ FG 29.25 �..r1.. ._._°' w...., Jr r+w+rw rwr�.�' rrr_...._ 1 .� L r..1.� V- W w �► •,, : 12.5 r w r.ww. �* r 1212.22 TC I �� � CO1213.90 TC I T- + `" 1 1217.30 TC _r.. Q o 1210.50 TC o r-+ i CO 1 � , O r� .�, \ ,w co + U N J27 3.05/. N J 28 I .. ,�.�.. o L7 • G ^' "� 12 7ITC0 °-� ,� w I <-' i ----- " I 1 1 N 15.82' SC �� I 08. 7 26 I - _ _-. _ _ _ L 1207.56 TC ~ �,, ..c N a► y- -� I .� _ ---.-1•-� o a - poi I o W 1 LANE I .�_ w �, N I SANDHILL .. � � ..�. .. -L L.- � m •_r i CP �0 I I -400 7 +r PI N �r..+. T 1210.72 TJ J f . ^j vow ' uf . �7 co Jib 120 9T + 00 '� 1� I ..� L=54.80' \ I 37.65 ` 17 =28 1216.71 T I I v � ��, I 2C6.di FL � N \ � � v � perp 1 o� � .♦, o `' O r• �r 1206.62 TC �r-13 N o 0 0 ILP e w- N ':? v- ►n <?sggpII1 ` 4 1.& '�Qti o 1 • �, r� HT1 A .+ r (V (�J 11 r r w- • r` • (tiJ 1 ` -.. ! • co N N sw1t ==== • � _-b � No � �' J r- v�nn � p N 6• - � `=1 1 went__= N .. rN- N �LA- ` LL, N , r+ � •� 1 �■ � o � " ' M 1�1 N o a� » � 13.0 14.T 14.7 o 14Z oa `c v ■1 ,, . r, �►, 'n 1 s► ' o S o + '�' 11.3 001 13F0 FL 1 FL FL 1of 16.2 16.3 F ° N N' •, •s •`'' .��' �; \ w '1' 11.2 ~1 L GF=1214.0 1 `� w 1 wj FL 1 =_._•..,__ ► FL 1 1 1 GF-1215.7 1 FL "` ______••_____: r •o �, •� rN L=44.24 '� '_ 09.4 1 FL GF=1212.3 1 1 1 1 GF 1217.31;0 1 o � _11111=_ *� KP 1 1 ► 1 c.v � � N °; � • » 1 17.6 1 1 '` h •�' . -n N ► ► 41 5.5 40 1 FL 17.6 1 18.0 `^ CAN » _:__••:i==1 61'PVC (u_ 050) 5.5 39 FL 1 FL FL 1 PE=1214.0 PE=1215.7 5• ' _ 1 . 42 GF-1218.6 1 GF=1219.0 . / o.sfo MI GF=1209.2 1 13.4 FF=1214.7 13.4 S a1 FF=1216.4 1 PE=1217.3 1 1 5r5� 07.1 0Tr1 09 0 1 PE=1212.3 1 FL 2AR FL 3CR 1 16.7 FF=1218.0 16.7 1 5.2' 37 FL FL 5.6' MP 11.7 FF=1213.0 11.7 1 ; / 1 FL 1 FL 2CR FL 1 37 FL r. / � s•5, sz. 1 FL 3AR FL � 6.1' � � 15.1 � � - 38 FF=1219.7 0 44 PE=1209.2 N F PE=1218.6 IBR �-o ''' 1 GF=1208.2 1 FF=12x09.9 5.4' 6.0' �� - - - - �I L 5.5' 18.4 18.4 PE=1208.2 1 �--^' _-�-- -` - - --- 18.0 FF=1219.3 r .� FF-12089 1 2CR 1208.5 TG � 1.317 EXIST 15.4 M EX[ST - - - _ ,�._,.� , 3A 1 FL FL 4.7 00 EXIST - o+ 17.0 FL 1 1 o �No o t� 4cb 1 ► 1208.6 TO 1zo 7.7 rE �.� - - r _ HP R-WALL HP In R-WALL �; v �� �, I 7 IA N R WALL N EXIST 07.5 1207.4 IE EXIST 12.0 A. 1 14.0 14.0 15.7 15.7 17.3 'y HP R-WALL 1� 18.3 18.0 / r .� FL 5.0' o R-WALL HP 2.3 FG 50.02' FG FG 50.00 FG 17.3 ,.,. HP FL _ ' . 12.3 F� 50.62Jr 18.7 07.5 - FG 50.05 EXIST 2:1 SLOPE FIG ` " " 18.6 N HP .0 1 1 FL - 07.9 - 08.9 09.2 18.6 .68' FG L=40.68' G o \ V' H 08. 09.2 r 4' HP FG 1 19.0 08.2 ` - - � I --� FG L-45.1 ! FG FG FG ) 5 o 08.2 FG L~5502' 46- � • � - rrrrrww_w••'r--=l=.rrrr___ rrww_-rr.' 1 �� r r r w_ ____r r w_r_r r_r_r w 2 __-'•r_-rrwrww ww..w_rw�rwrwrr w wr wrwr.. S� s -wrw-rw-r__w+rrrrw -..rr_-_wrww.rrr_ 1111 EX1 r r ter•-rrrwr-w�wwr_-_r__+.rrr_r-w_ -wr..rr_-+. r..ww-w 12 +_--rrr w+wwrw r-rrr..-1111 ---+rwr- I 03.3 F G 45,00 _ 0~� ~w r~~r MEADOWS PARKWAY �.___ r err raw r ww-• w r-wrwwrr-rrww 215 _w--w 214 . ..w. wn.. 213 217 Igo r 1 I . 1 GOP DIG ALERTr � I I C CAUTION: L - 181 G = BEFORE YOU DIci EXACT LOCATION OF EXISTING SCALE. Is= 20' FJCK ENGDEERING COMM1W 1-800-227-2600 UNDERGROUND FACILITIES IS ,,,��, 3�0 �1 AV UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ",`' Suit* 100 Riverside• Calat Fast 2 working days prior to excavating. VERIFY IN FIELD. ► 20 0 20 40 !m.1 Ca ifornia *2"? (M) 742-0707 CONSTRUCTION RECORD DATE $Y REVISIONS DATE ACC'D BENCHMARK: SEAL: Ess1 Designed by Drawn by Checked by SCALE 001717.SS/ru. Drawing No. 44 zo! R6c f3El//SAO�r�AGES f�9c7DEI]U�c/pE,e -A,CH�� EH/EMR EH EMR RECOMMENDED BY: DATE: /� �D CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor Geou�10 PZ4W� ro Gar¢3 1 Horizontal Pian spared Under Supervision Of )JA W No.4680, ACCEPTED BY: �^''°� ''=24' Exp.6-30-03 Date �/ �''� RONALD J. PARKS DATE: PRECISE GRADING PLANS Inspector SEE SHEET No. t /d , , ���.�°�: P DWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23482-1 LOT NOS. 30-44 Vertical %D} clv1%.vr Date Cmp 1t,d N/A F OF R.C.E. No. 46804 Expires 6-30-03 19744 9-30-01 ti..r :� � B R 0 0 K H A V E N PHASE 3 Sheet of � R.C.E. No. Expires 2 2 G:\d-13212\212P4d 120.dgn PLOT DATE: 17-OCT-2000 JN 13212