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HomeMy WebLinkAboutLot 32-43,59-68 - Precise GradingGENERAL GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 33. AS AMENDED BY ORDINANCE 93-04. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3• MAXIMUM CUT AND FILL SLOPE - 2:1. 4. PROVIDE 5' WIDE BY 11 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING DEPARTiENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE A BROW DITCH* DESIGNED TO HANDLE 100YR 0 STORM FLOWS. ALONG TOP OF CUT SLOPES. S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �5 THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON b ASSOC. DATED JANUARY 30+ 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION REPAIR DATED NOVEMBER 2. 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: ( 909) 694-6411 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. THE TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 14, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIJNS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT !EAST ONE AND FIVE - TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30IN VERTICAL HEIGHT. 1d. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REOUIRED+ THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED$ THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER$ SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION 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 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23• APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. DIG ALERT TM CALL BEFORE YOU DIG! 1-840-227-2600 UNDERGROUND SERVICE ALERT Callat ' bast 2 working days prior to excavating. CONSTRUCTION RECORD DATE I BY (Contractor Inspector Date Cmplt'd 9t\d_13212\212pgd30.dgn W THE CITY OF TEMECULA, CALIFORNIA PRECISE GRADING PLANS TRACT N0. 23371-11, PHASE 1, LOT NOS. 32-43 & 59-68 *7 %% TEMECULA WAY SITE H CALIFORNIA RANC �� �l�f,► 15 � TEWCULA N.T.S. VICINITY MAP f;f�` 2 �f 17 5 30 4 31 CpN 'f 8 f� 23 .-1 b 1 .•"` L 8 1 4 1 b 3 2 ' 1 h TRACT N04 23371-9 r>'�'�' +� v,Y �w 3V41 g W = W W a cr- ca z L Ln � 00 U LA_ GRADED LOT FG. LOT LINE 5' MIN. "�N. 3' MIN. 9 V� 0 �o W z Z w 00 2% 0114. 1 21•x• MpX. GRADED - 6' MIN. LOT FG. rA*'*IIIIIIIIIIIIII� NOT TO SCALE al �r- 3�4 85 N co N q X17 TRACT N 33 --------/or ---- - �c' r,. -�• 98 •`. r •. r'r r•r GOLF COlJRSE . r BACK OF SDWLK rtK rLAN PL LAN • - ���� P CURB ,,,�1• o= _ . LAN LOT FF PL • . ,•. FS PE . LAN 12.0% F MAX ER LAN �- FIG FIG LAN AN _ 'MIN. 3 MIN. 17 MIN. ' -- _ - -_, _- __ - - FIG LAN F DEEPENED FOOTING LAN AS REQUIRED. Q\\- UTILITY SERVICE POINT TYPICAL LOT GRADING DETAIL i FF=100.0 PE=99.3 1 mc r U1 IS 4 Ln -d ....j 10'MIN (TYP) OPTIONAL DECK INDEX MAP, 1 ^aoo RIGHT OF WAY In m U ~ EXIST. CURB AND GUTTER __.. N � W BUILDING FOOTPRINTS NOT TO sate INDICATES LOT NUMBER INDICATES FINISHED FLOOR ELEV. INDICATES PAD ELEV. INDICATES BUILDING TYPE NOT TO SCALE BOTTOMOF WALL .................................................... -........................... BW TOP OF CURB ELEVATION ..................................................................... TC PADELEVATION----•..............................--•----.-----.-.-.---.............--•--------.. REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: Designed by Drawn by Checked by , HIGHPOINT ------------------------••--• -•---••------.---------.-.-.- -....---•---•.---•-----•-.-- COUNTY OF R I VERS I DE B.M. T -29-8I TOPSLOPE....................................................................................... IRoFESs1 %CHE EH EH EMR RECOMMENDED BY. DATE: !a 2-1/20 BRASS DISK IN CONCRETE CYLINDER. IN THE N.W. CORNER OF THE INTERSECTION Horizontal AZ P� �: =' 3 9 w 140• 46804 z P Prepared Under Supervision Of � OF RANCHO CALIFORNIA RD. WITH MARGARITA •- 1 0--I DIRECTION OF DRAINAGE FLOW ...•-------------------------- ............... ---------------- ACCEPTED BY: DATE. RD. 1.0' EAST OF A 7.0' C. L. FENCE, 40' NORTH -200 Exp.6-30-99 Date '~s- 99 RONALD J. PARKS D OF P.(NO NUMBER) 94' NORTH OF THE RS Vertical ELECTRICAL TRANSFORMER .................................................................... -- EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS WITNESS POST 1.0' WEST OF MONUMENT. TQ %I% CI V 1%. Orf Q AIRVALVE ......................................................................................... ELEVAT IONt 1128.410 (ADJ. 9-13-82) N/A A� �`\�o�� R.C.E. No. 46804 Expires 6-30-99 R.C.E. No. _19744 Expires 9-30-01 WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING (YORK TO BE DONE ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEIYECULA STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ("GREEN BOOK"). PRIVATE ENGINEER'S NOTE TO CONTRACTOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. LEGEND TOPOf WALL ..................................................................................... TNI BOTTOMOF WALL .................................................... -........................... BW TOP OF CURB ELEVATION ..................................................................... TC PADELEVATION----•..............................--•----.-----.-.-.---.............--•--------.. PE FINISHED FLOOR ELEVATION .................................................................. FF FINISHED GRADE ELEVATION ...................... -•------.-----------------------------.... FG HIGHPOINT ------------------------••--• -•---••------.---------.-.-.- -....---•---•.---•-----•-.-- HP TOPSLOPE....................................................................................... TS FLOWLINE------------------.-----•---.---.-.-.-.-.--•-•-•-•-.-•---.---------------.............. FL TOP OF GRATE ELEVATION.---•-•-------•-------------------•---••-••------------------------. TG GARAGE FINISH FLOOR ELEVATION.......................................................... GF EXISTING ELEVATION-•----------------------------.---•-----•-•---.---------.--•-- ---...... f91701 FIRE HYDRANT LOCATION ................................................................... STREET LIGHT.............•-----------------.-----•-•-------------------------------......... 0--I DIRECTION OF DRAINAGE FLOW ...•-------------------------- ............... ---------------- RETAINING MALL BY SEPARATE PERMIT) ................................ APPROXIMATE LOCATION OF ELECTRIC METER ........................................... EO SEWER LATERAL LOCATION-•-----------------------•---...---------------------------....._.. D (NATER LATERAL AND (NATER METER LOCATION ......................................... Q ELECTRICAL TRANSFORMER .................................................................... POWER LINE AND HANDHOLES ----------------.-------------------------.-----..__.......... D TELEPHONE SERVICE--.--•---•-------------------------••-•--•-•---•---------------------....--- TQ GRATE---------------------------•--••--•-----.-------------.-----.......-•-•-------•----•---------- Q AIRVALVE ......................................................................................... TELEVISION PLATFORM --------------------•----•--•--------------------•--••---•--•---•-----•-- BACKWATER VALVE-----------•---•-------------.-.-.---.......---.-•-------.----------------- GRADING TOLERANCE NOTE GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1' OF THE GRADES AND ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE CONSTRUCTED WITHIN 0.5' OF THE LOCATION SHOWN ON THESE PLANS. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. ESTIMATED EARTHWORK QUANTITIES NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. NO. LOTS CY/LOT TOTAL 22 15 LD99-056 GR RE K E NGWMU NU COM I*M 3050 Ch10040 AVW M Sults 100 Rivers Ido, California 92507 ("11) 7A2-0107 CITY OF T DEPARTMENT OF PUBLIC WORKS 330 Drawing No. PRECISE GRADING PLANS I I� TRACT N0. 23371-11 uL = LOT NOS. 32-43, & 59-68 (SUNRISE 2) sh«, 1 of 3 BY SEP `. RETAINING WALL BY SEP RATE PERMIT RETAINING WALL 15.3 RETAINING WALL BY SEPERATE PERMIT 16.3 29.68 FG BY SEPERATE PERMIT 15. 73.84, 15.3 13.5 11.6 11.6 FG ;` 16.3 FG . N FG ' - - _ _ 1/. MIN. TYP. N - - \ G FG FG FG 11.4 10.1 10.1 51,60'L FG 16.0 _\_F G 15.0 r- 0 13.5 51.52' 13� 13.5 1. 2' FG HP Hp I o 1% MIN. TYP. \_,__ 51.52 0 0 o �5.0 � FG FG FG 1% MIN. TYP. _ _ 1% MIN_. TYP. , �- _n Lo %o �L I 13 2 - "O _ 7r- FG _ _1/. MiN, TYP. N c, o Q �2-�`O\�`'? 14.6 / HP 1 HP N I0.7 11.3 r 11.1 09.815.7 �.c 37 --1% MIN. TYP. / HP � � / TF HP � HP �" `� 400 1 '° 4 7 PE=1215.3 FL , 14.7 14.7 I r _ ` - 1 _ HP � 00 FL p r FL FL � � 12.9 12.9 � � 11.0 LAJ 11.0 , MiN. TYP. ��� � ♦-- 10 o FL FF=1216.0 r % •P- •0 5.5' I FL FL FL FL / , 09.75 FL 1 � 15.6 3 6 �� "'- C 12.8 FL FL I FL PE=1216.3 13 = 38 1 13.0 1o.a 10.8 I 43 GF 1215.3 PE=,215.3 I FL 39 FL 4Q 41 42 , I 16.3 �. FF=1217.0 TF 5. ' FF=121fi.0 1 , PE=1213.5 PE=1213.5 6.0' =1211 Sr5 FL PE=1211.4 FL 7. ' 7=1210.1 ,0 44 FG • �y IRB 2RA , FF=1214.2 5.5' 1 FF=1214.2 1 FF 1212 3 1 ,5� FF=1212.1 FF=1210.8 PE 1209.0 �\ti 5• 14.2 1 1 6.0 X ; ' s.s' 2RB 6.0 I 1A 3RC 1 2RA I 17.1 ��,o FL o FG �'9� GF=?215.3 , I • �.5- ,._._.__.a (30 GF=1213.5 GF=1213.5 =1211.6 �' S•0' I 14.3 4 14 1 • ' 1 GF=1211.4 16.B GF=1216.3 '2 1 z 12.4 12.3 g GF=1210.1 I I FL V) 1 FL 14.1 1 2 12. HP 16.5 � 15.1 � � ,� i 13 1 V"FL FL 1 10.5 10.4 10.2 09.0 I FL 15.0 o �. FL I FL 1 10.4 FL 1 FL FL 08.9 I i FL d" FL a "' °e y) Ch ... 1 1 I 1 FL FL fl FL ' t 13.8 .r, N /`` ` o; " ' ---Lr.-- 4G O {.a tar / N / co 6_..e�.__s_._ v7 N . ALL 9 � �� .d, TF •-- Qo a 12 5 �`` ' U_ v► o ' ::::Co - -..... d 1 � U t----- L4 v' 0 Ln L= .- •� N o ao o o • o co N o _ i o ERMIT 35 69y / x:39.0 . � ` FL N � a� `° N6 T_ 1 .0 � o N C" a� Cm C �, as o CO - c 17.1 16.5 PE=1217.1 '., ~, r %� '�. =18 ►n N N N N - - ""� o -` N O <V N N N . G ` FL FF=1217.8 ` �A .13 8 8, 51.50' Q / 51.50' 51.50' �- C> 52:0 r- r /<2.50'31.15' 18.2 2A 16.o A 13.96 - • I FG _ \.1' i TC 0 13.48 GF -1217.1 6' \ - ,n oo �- �- Y + r TC as o 12.60 11.57 r-/in-55� 09.52 V_ IN 08.46 a+ Q• - �;� �, - �, x� \ I I TC I c^ �'• TC °°. I I TC 'r' I v; o r �. � ...i, ua as m co TC + cy AL TC + 4- V--ti17.614 _ 1 v _ - �' a hh ce FL : ' ' �,cJ, 14.46 1 - I ": 12.38 c�v o N 15 � c> v 50' VC � .� © 16 TC I I o I, a+ I 11.41 N �n l 10.Sb o n I + c-) "p 6.0 'g•�• c '�x, / _._. _,_L 1 + Tc1°° L Tc + T ` I I CROOKED STICK DRIVEw 18.2 15.6 - l ?FL �-- �- _ FG 34_j 0 9 17.6 PE=1218.2 h• 15.6 's,r h,`O• \ / - ;= �8 FF=1218.9 c '� / : • = I 18.2 FL TF 17.0 �\ / ti 73.40' Z •- 67.00' p IRC `L/ o - �„ v7 C) u7 v7 10.6 08.9 FG 07.4 FG u, P FG h• FL 9 , / / / Q. "� R/W o _ • \ ,� v 51.0 N c/) ✓) I -� u, .% Q VJ~ N � r v �; ir? ,\'ti I - 1% MIN. TYP. p , • 15.46/ ..... NQ (y r r r �s ' .. 10.49 •-1 0 - - a�• \•, 17.6 LO GF -1218.2 d / �. C o ��/ 18 5 �' p::: 1 I � 6- TC o , N 17.9 �1,• Q. �, 13.2 1 6 I N , . 17.1 /6;? , / �~' / 65 moo,• FG 13.5 I FL I ' • " = I /W Q, „ � 14.6 6 ,4 �p�, ,� h' FL ? ' FL 13.1 13. • , 1 12.1 FG 25' 25' 22 ' Q w m ` tv FL FL N N Lo 18 2 ?9 / FL 'a- �° 18' 18' - .. 4.5' WK p w r ` 33 �? �/ �Q / Y FL �- 4• .,� • IZ FG A o PE=1218.2 '� - . �'S,c� :: PL GF=1214.4 z I 5.5' ? GF=1213.3 SD '� - - � 17.6 FF=1218.9 17.1 S -, / �� / z 11 GF=1214.4 11• I o :d 18.0 9.i 28 FL / Q� >> _ 1T 4 I 1 I 10.6 FS 7, ,�v • FL �+ x �o . �� w- 1 �- i FG 10+ 9.00 4 1 •ati • 67 • N FG TGF=1218.2 � C'� B- 953 %SO oh �' FL a, �`, 5.0 1 b I �1 CL 8.5' �PE=1214.4 4? 65 118'DWY 11.1 FS m - � -n N I o N Q• - ?? // / I 1 5.5' PE=1213.3 � co n I w r- r \ ,`-� • �• X16.42 >>x / . �l4, FF=1215.1 6 6 FF=1214.0 ' : v w I r' ?�: TC , c�/ 9 q I r%'A •��� 2RA I PE=1214.4 ,� as 0 00 ~ - a, 1' 95.83' 1> / B .0 6� 5 FF=1215.1 2A I I 1 - - - - - :.. �% 17.7 \•/ 7.4 0 .. 17.1 ; ' �s s �' /��y ' _ �• ,3.3 14.0 13.6 1 �B 12.7 12.7 ` I - - - ► ��.00� - _ " N H� FL `'�` ` . • �- / x / FL FL 13.8 13.1 ' FL FL 1/. MIN. TYP. � co47 � L . C'z 8- /S � a • . -a I � I n oti W v, 1, p� ? �0� 14.1 I FL FL 1 % � �. o o � o -0 m r 18.0 �. / y �� 68L__J I I -..�- 17r1l It .0 / 1S ° - 17.9 HP1 - 14FL IMF -.1 / J I� / z KNa h PE -1218.5 _ _ FL s,c, �, \ / 'rS - FF=1219.2 1% MIN. TYP. o O HP 1% MIN. TYP. I .6' .. m = ..• I� u, `�' _ s ? 32 c / / / GF 1218.5 � N _ _ _ �� 13.0 I � W � o �b 17.4 PE=1218.0 GF=1218.0 ?9S • • 3B N 14.d" / Lit - - - (� N NCY) 1' o a n > 17.5 1/. MIN. TYP. Hp _ 0 o -,� • FL FF=1218.7 a ` �7 18.2 18.5 FG �, � � O N - m a o ?/s � v / .Oko IV FL I W _ �, 11.9/. -. U0 N 1- r 0.1 0 3A q 16.39 ,, *, HP FG \ 11+0.80 0 11.7 FS r 12. ' I • ' S TC o / tiA o ,Q PL 102.00' � - - _ I CL [18' DWY 0 1. ' ` -7 ?o A- - co• 17.9 '� ? 39,8 I / � 16 9 - 2• 0,9, D- I 12.1 FS . - - -Z A � FL �. / / 6'3 FL �� 69,�Jy MiN 13 I j m �, ' • 91.28 aN -� • - ss8 8 - -� 18.5 - ti � w A 1% fop v, S •. h• o\FGpo � �� r oa o I � �, 1/. MIN. TYP. 1 cr 1 _ Qj�ll' 15.53 W N Flo � O' 9" , Ln u T C "S fir' �° m u� 1�' X3.8 '�► • : • : / -n -a 0 c„ 1 z N �. -\ O / FS FC I 14 0 �m Q3 14.04 TC DIG ALERT CALL BEFORE YOU DIG! SCALES 1' = 20' 1-840-227-2640 UNDERGROUND SERVICE ALERT 20 0 20 Calat 'least 2 working days prior to excavating. CONSTRUCTION RECORD I DATE I BY REVISIONS Contractor Inspector Date Cmplt'd gs\d_13212\212pgd26.dgn r Cn LO I / 69 ss0- N c� _ N N I a N / 00 PE= 1221 .2 , 0h'y I 11.5/. 'Ln 6 _j I o 11+'14.00 13.5 FS 15. 1 \ 17. FG 20.0' v� _, / C DWY 7 r �, bd ;r � • -- 13. F S n, OD 87.40' - a w 8o 18.3 FG ��• • In S0 r �1 C0 C-) N �e�o - - - - ,MIN. TYP. - 17.7' -70� q r ry ' •':. \ ;� 13.9 FS 0 • r _n rn ly PE=1223 , 9 0 C" / \ /L o o m o `� \ � • 9'9' R/W o � a, '� 14.0 FS � ,;� m � •46 u $ mru CA 35 P 1-< • 20.6 FG 7� 650, -Cl) ` it 6 Ln 1, - `.. \ \ =51.77 ��, a ,r, t_n � ' ��-, u~ Ss iD „ `O w /c Q+ • 00 •Qi 12 LD 99-056 GR RICK ENGREERM CO 3050 Ch) cago Avwxjs 40 sul+. 100 RIvers Ido, CaIitornia 92507 MO) 742-0707 DATE ACC'D BENCHMARK: SCALE �# SEAL: ESS► Designed by Drawn by Checked by q� • �cHE EH/EMR EH EMR RECOMMENDED BY: DATE: � !vOFDrawing No. �► CITY DEPARTMENT OF PUBLIC WORKS Horizontal � Plans epared Under Supervision Of I+ CT N0.46804 i ACCEPTED BY: DATE: S SEE SHEET NO. 1 1'=20' Exp.6-30-99 Date9� RONALD J. PARKS PRECISE GRADING PLANS Vertical � EDWARD MIC EL RA ICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 2337 1- 11 k - N/A rf OF C010°� R.C.E. No. 46804 Expires 6-30-99 R.C.E. No. 19744 -Expires 9-30-01 1 LOTS 32-43 & 65-68 (SUNRISE 2) Sheet 2 of 3 PLOT DATE:03-MAY-1999 JN 13212 L DIG ALERT Ori 1J CALL BEFORE YOU DIG! SCALE: V = 20' 1-800-227-2600 UNDERGROUND SERVICE ALERT 20 0 20 40 Callat • least 2 working days prior to excavating. CONSTRUCTION RECORD DATE BY REVISIONS Contractor Inspector Date Cmplt'd g:\d-13212\212pgd27.dgn DATE I ACC'D 'SL J L O to LO � yr BENCHMARK: SEE SHEET NO. 1 J FE= 1226.6 PE- 1223.9 72 PE= 1229.5 —113 PE= 1231.9 7-4 PE- 1234 3 SCALE SEAL: p�R�Essi Designed by Drawn by Checked by RECOMMENDED BY: DATE: �� �,1CHEC Etc r w No. 46804 z EH/EMR EHEMR ACCEPTED Y S �O 111 E EDB : DATE: Horizontal Prepared Under Supervision Of 1'=20' Exps-30-994 Date�S^~S� 9 _. WARD MICH L ATICAN RONALD J. PARKS DEPUTY DIRECTOR OF PUBLIC WORKS Vertical s�gjf CivIV ' OF CA\,\Fo 46804 R.C.E. No. Expires 6-30-99 R.C.E. No. 19744 Expires 9-30-01 N/A �1 PE= 1215.4 15 PE= 1236.6 LD 99-056 GR MCKE[3GINEQttNG COMMNY a3050 Avenuesuite 100 Cailfornia 92507 ("9) ?62-0?0? CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PRECISE GRADING PLANS == �r TRACT N0, 23371-11 Drawing No. LOT NOS. 59-64 CSUNRISE 2) Sheet 3 of 3 1 PLOT DATE: 03 -MAY -1999 A 13212 1-4