Loading...
HomeMy WebLinkAboutTract Map 29639-1 Lot 6 Precise Grading Sp W E N to RAC NO, 29639m 0 6 HARV STON APAR M N S IN THE CITY OF TMEGRADING NOTES CALIFORNIAG LI Fa R N IA S N 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PA 898 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALLBE=1 DRAINAGE WA H Q a �. DR GES LES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OR SILL SLOPE MAXIM G J. UM CUT OR FI P , LL SLOPES 2.1. _ L4 zo. 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. VICINITY MAP }� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL SUBMIT A FINAL COMPACTION __ - . .. _ -'_., W_.-.. -W.. --__,- - _ --_ _.- w__�_.tt=� -- --•. -- �� NTS NAP REPORT FOR ALL FILLS OVER 1" DEEP. ' - ` i ' + - 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF T12ONSTRUCTION WYM EMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION I �T 7 i OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL I ' _-- "~ �4 �� �" t DESCRIPTION QUANTITIES UNITS BE TO LINE, GRADE, ELEVATION AND LOCATION OF THE CUT/FILL SLOPES. ' GRAPHIC SCALE f - - �' ' +_.w _ $ 2 CONSTRUCT 4" THICK CONCRETE SIDEWALK WITH 2% MAX CROSS SLOPE PER CITY OF TEMECULA 4 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. � 120 o so 120 240 � a � 6,060 SF 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. r j" 0_1 WIDE MIN) T7 �- r + 3 CONSTRUCT 6" TYPE "A-6" CURB GUTTER PER CRY OF TEMECULA STD. NO. 200 1,240 LF 1 IN FEET _71 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND + -- CONSTRUCT TYPE "D-6" CURB PER CRY OF TEMECULA STD. N0. 204 A 11,335 LF ASSOCIATES, "SUPPLEMENTAL GEOTECHNICAL INVESTIGATION AND GEOTECHNICAL REVIEW OF 100-SCALE MASS GRADING PLAN TENTATIVE TRACT N0. 1 inch = 120 " " I N� �r ,.j • } 5 CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY OF TEMECULA STD. NO. 202 1,000 LF 29639 HARVESTON TEMECULA CALIFORNIA LDO 1-058GR DATED AUGUST 15 2001- AND SUPPLEMENTAL GEOTECHNICAL EVALUATION HARVESTON APARTMENTS LOT 6 OF TRACT 29629--1 TEMECULA CALIFORNIA", DATED MARCH 3, 2003. _ � __ _ _ -_- r = ��. - ► _ CONSTRUCT VALLEY GUTTER PER DETAIL D/2 4,000 LF TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDEF N ATI I ; ~�r _.J i - ' ►� - _ ( 7 CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL 1 2 6 EA DUD ON I . ` �, Q / DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMATION WITH THE RECOMMENDATIONS OF THE ► ► - :- !- 2 _ 8 CONSTRUCT CURB TRANSITION PER DETAIL 0/3 ON SHEET 3 45 LF PRELIMINARY SOILS REPORT. �9 CONSTRUCT LOCAL DEPRESSION PER DETAIL P/3 ON SHEET 3 12 EA 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPART141ENT, TELEPHONE, (909) 694-6411 AT LEAST 24 HOURS IN ' . r,-..._._ +, ! , a , _ 0 ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL { '�` -� i - } ► - --� 10 " �� �. *�. r ' ".. r CONSTRUCT 4 A.C. OVER 8 A.B. (DRIVES) PER SOILS REPORT* 146,757 SF INSPECTION FOR E4CH LOT. F ? 11 CONSTRUCT 3" A.C. OVER 6" A.B. (PARKING) PER SOILS REPORT* 101,372 SF 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE - ' 12 SLOPE FROM EROSION AND INSTABILITY WITH ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. - - '��� ' 1� j ! CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE PLANS (PER SEPARATE PERMIT) 15 EA tti�! � ' I�._. ( i l 1. � IST 13 PAINT 3" WIDE TRAFFIC BEARING WHITE STRIPING FOR PARKING STALL PER DETAIL I/2 9,107 LF 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. r t ► J '`` ► 14 CONSTRUCT CONCRETE DRIVE APPROACH PER DETAIL A/2 OR B/2 10,560 SF 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 114- PER FOOT FOR A MINIMUM OF 3 FEET. �` - - - - r 1 ' / - r - - �: CONSTRUCT CONCRETE TRASH BIN SLAB PER DETAIL K 2 / 2500 SF 14. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE CONSTRUCT HANDICAP RAMP TYPE 1 PER DETAIL L/2 34 EA ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, ` -= ► -- " O THE ACTUAL DISTANCE ABOVETHE ADJACENT " `r ` ► - i ' E GROUND SHALL BE GIVEN. _ 17 CONSTRUCT HANDICAP RAMP TYPE 2 PER DETAIL M12 / 8 EA 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE. PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND '.. CONSTRUCT HANDICAP RAMP TYPE 3 PER DETAIL N/2 6 EA 7 \, I Q COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR `,' " > •_. ,.. INSTALL 4 PVC SDR-35 COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10" ON CENTERS, TREES 20 ON CENTER, COMBINATIONS, 15' ON CENTERS. SLOPES ��, r a ; - ! 3430 LF OVER 4 VERTICAL SHALL HAVE PERMANENT r: " E ENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.R. a . _ 6 1 ► N _ t� 1 f 20 INSTALL 6 PVC SDR-35 � . `(�" �� t � / 2015 LF r' l t I �� , � w:1 - ,.. if I r 21 INSTALL 8" PVC SDR 35 1655 LF 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCITONIGRADING. � � � �� . . '. Y_ ,� � .. -_-.- -• r�`.,�� 0-129,of- _ �� �� .�•�T�-�, ' � 1 3�a++ _21.03'00• ! 22 INSTALL 10 PVC SDR-35 430 LF 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY �'`;' ' -� '. vL� r � - R=6".00, a=��o i i FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS '. " }a ,g -- - - - rye- . f� � t�: " If _� _-_ __.�___:._: 'r � ..t:, , I, /, 23 INSTALL 12 PVC SDR-35 70 LF SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. iT'} =+o'er µ`" ��-�M��LL- - =�` ° lie T_ an_2d.00' � �� ^= y �` ff J R_ .�.� INSTALL 12 DS TYPE 1211 GRATE AND NDS 1223 ADAPTER PER DETAIL E ON SHT. 2 323 EA _ � - 18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER �- � l r DELETERIOUS MATERIAL. �11.�.- T_41 R=gip° --51 CONSTRUCT ROOF DRAIN P IL � PER DETAIL G/2 - Eq 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL i i ..------ y�.�- - � - _ �=� � (,�� - - -- SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. COMMON + ----- --------~ -� T -� - �"����= - _ �"�'•r •••*••� ;�' 20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPEC14LLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. INDEX MAP - 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL PER PERMITTED. - _ - , 22. IF STEEP SLOPING TERRAIN OCCURS UPON WITH 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 MATERIALS. PRECISE GRADING SHEET NUMBER - 23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE O AREA DRAIN SHEET NUMBER NOTE: QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES BY STATE OR FEDERAL WILDLIFE QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACT. THE CONTRACTOR/OWNER/DEVELOPER IS 20- RESPONSIBLE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. # FINAL SECTION TO BE DETERMINED BY SOIL MEE WORK. ENGINEER AFTER FIELD TESTS ARE DONE. TITLE SHEET ................................................................. 1 CUT: 0 Cy R PLANS PREPARED BY: DETAILS ........................................................................ 2-3 � FILL: 0 Cy 40140 wLUGE ROAD, TEMECULA, CA � 161 b� , 9a . 1M PRECISE GRADING PLANS ......................................... 4--10 �, QESCfflERffl brine, Ca�iiorniai 92606 AREA DRAIN PLAN Q' 11-17 LOT 6 OF TRACT NO. 29639--1 AS SHOWN ON A MAP FILED IN I Phone (949) 474-1960 BOOK 8, PAGES 359 INCLUSIVE OF MISCELLANEOUS MAPS, - EROSION CONTIROL ...................................................... 18 ANALYTICAL PHOTOGRAMMETRIC SUS, INC. RECORDS OF SAN DIEGO COUNTY, CALIFORNIA. FAX (949) 474-5315 0 , N SOILS 02NIM. 647 MAIN ST. , LEIGHTON AND ASSOCIATES RIVERSIDE, CA 92501 41715 ENTERPRISE CIRCLE N. SUITE 103 , TEMECULA, CA 92590 DATE FLOWN: OCTOBER 2002 LENNAR PARTNERS - AN LNR COMPANY SUPPLEMENTAL GEOTECHNICAL EVALUATION 915-170-010-9, 916-170-003-3, 916-170-004-4 4350 VON KARMAN AVENUE, STE 200 LD 03-114GIR a HARWSTON APARTMENTS, LOT 6, TRACT 29639-1 916-170-005-5, 916-180-002-3, 916-180-009-0 SITE ACREAGE: 15. 13 ACRES NEWPORT BEACH CA 92660 BUILDING AND SAFETY 0 TEMECULA, CALIFORNIA 949 885-8500 TEL PROJECT NO. 110891-001 � � a WDIDp 9 330322061 (949) 885-8503 FAX a APPROVED RECORD DATE BY REVISIONS DATE BENCH MAW DESIGNED BY DRAWN BY CHECKED BY SCALE O pF ESS/p`,Vq` MAV040 NOL HG M I & C T ,ICL RECOMMENDED BY: DATE: .5/ DEPARTMENT QF pUg(� rye'{+($ a CITY OF TEMECULA 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN 4h. c� C. L �• .� CONTRACTOR CONCRETE CURB STAMPED '14NERSIDE COUNTY HORIZONTAL �� �� PLAN PREPARED UNDER THE SUPERVISION OF �- KNCH MARK T-46-81 RESET 1997 EASTERLY � , U OF THE CENTERLINE OF SR-79 AT THE AS NOTE W No.28781 m ACCEPTED BY: DATE: -s D¢ TITLE SHEET W INSPECTOR SOUTHWESTERLY CORNER OF THE BRIDGE OVER D a EXP. 12-31-06 DATE: I RONALD J. PARKS - SANTA GERTRUDES CREEK; 4.5' NORTHERLY OF * JAMES C. LANE II DEPUTY DIRECTOR OF PUBLIC WORKS - PRECISE GRADING & EROSION CONTROL PLANS A T- . HARVESTON APARTMENTS PA02-0698 THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL sr� cIV�L N DATE COMPLETE SIDEWALK. ' OF CAL�F� RV. . NO. 28781 EXPIRES: 12--31--06 R.C.E. N0. 19744 EXPIRES: 9-30-OS �''rr -1�" � ELEVATION = 1097163• AS NOTED �'•�'" TRACT NO. 29639-1, LOT 6 SHEET 1 of 18 SEE SHEETS 7 & 8 1 �+ -�- , w. 1 �, 11 � •+ -` :<< 11 1175 � .. - �1' 3� / 11 1. 7T 1 f 1.01 1 5T r l . , 3 `1 1 g 11 1. 1 .51 11 5 1 1 I- F T - t :C 11 .171-5 0 71-5 1 5 1103. 1 �::. .1 / � Y..� �1ioS STEPS � ::�•. r a. �104 t � 1o9F5 x . t K 4 l A )1 4T J• 1 1 ~ TC t• ,. 1 T l I s 11 1 • 1 - 1 0 51-5 . - , ;� .,. 110 4 2 f 4 , 1d 1 10 2 FS r , r 4 r. .961-5 , .e - ti f k a Xv v 1 i 1 6 y rr :, r 105.34 75 :y 1` 1-5, - _ >• 1 D2: 9 r` `�� D .71 7� 99 FL .7 +n a.. d. x I 1 1 ) 00.3 o 8D , )101 911, 11 T - 0.56T 1 , 0465 • 1 I -.- --- - - be sT 4 ..- 12 1 .22 6FS �� - 11 .70Ttj 110 1.40TC : 10 , 0 1 s 11 .201-5 1100. 1-5 1 rc :F 1104 8FS 104.6 FS �- 1103.291-5 1103. 1-5 1 .1 4FS 1100.90FS 1100. 101.9 1.00.24FS 1 00.4TG 11 a3 1 11 o2.3TG - T - 4 ' 11 :1 .6 1 11 4 1 T .8 '� .7 • -~ c6 5 FS 105.1 F5 103. F 1 .3 6 18 I 10 Z271 1108.51 105.OTG 11 4. G 3.8 10 80 -- �- 0 .39 1101. FS SFS �. � ;rl r 2 r !!• / / 11 7.6 d 1105.88 O� 1105.16 D • o ❑ DDD FS R� .3T X110 0 1 10 . 1 )1 21- 3 1 D5.52 110 •� 1 p 1.751 11 c$ ' 1 J G FG 1-S 110 TG F 1103.7T 16 � 1104.45 FG 109 .FIG �G / 1107.9 1104.1 f, 5 f 12164 1101.84F5 O' 1 20TC 1D fF=1'1 70 1 o Tc 1102.142.397 ., so �� ' ' cY TG � FF� Pb If 04.45 9 IW. 110 4 D 5 ; r �. FG ',� � � / � 1 1 08.70 FG 1102.7 .� / 099.0 •,, 1108. 0 104.3 11 G 1 �� '11�. 1102.2 � / ;�_ � g' � � FSIf I 1%o 1103. 4 S74 1102.3DFS f J p J 1 25 108.70 a 105. 11 o3.o6Tc _ F r! ! - FS 11 1 1105.20 1 04 4 y 1102.56FS '� -- F - •F 1 S FS FS 11 G / 1104.45 . TG 3' 13' 1 4. FG .--- FL FS 11 11 a �� 9.3 117 !$� FG 1107.9 G 2 11 D2.87F5' FG 11 11 G 110 TC i 03.6TG F 0 .30 / r j r 1 2 1 105,11 I ; l 29' D . J ;; 100 FS j l 106.9 `~ 1 ' r D4'45 1 D3. T �` 4� ' 1 h ` 099.25 1 FG TG 000 FG � FG o I , 101.87FS 11 1. T 9,52� � � o; _ I 102. 1-5 f p�'. 1.7% _ F I 1 FG _ 11 4.8 -•� .�..�"_"'"""" 611101. 100.751-5 � FG I I FS T D 12 10x4.1 TG IIO 11 •58 11 .32F5 f 7 v CJ ' 1108.45 11 6 9 11 D5:2 +f05.20 S •5 1 7T L FS 1108.7 1 Tin 7 FG S 1101. 7 S.6% 7n 100. o FS FS a -- 2961104.70 11 099.871-5 D 1 r ' 1 / r r i c J , r $ so TG FS TG ` ! 1 1101.10�'S / N 2 108.7 110 .9 11 5. 1104. 110p.95TC Y r " ; c�• a r ! l I I FG FS I FS S- - o � L 4�3 15 - 1 4 w) OTG 04.45 F r/ 11 T n• 11Da 29FS 13 107.9 11 D3.42 1102.351-5 1099.0 102. / ; l 3. TG =1'1 7,: 11 FG FG 1104.5 � 1 s 1 1 :r 099.54F5 �� 9 i �/ � r 1 ;' / l l I � , 110�� NOM- FS 1104.27 ; 1101. 1 F 99. S 1101. 100. TC 099.25 / � ( iv 4 b� FS F l r / F 110 • 1104.45 _ �' ) '01. 1109. FS ` r. -.�� G �, ` , '� ;- 1 / f ! , / 2 CO (T I C CRETE SIDEWALK WITH 2% MAX CROSS SLOPE PER CITY OF TEMECULA ' 1 6 FG FS GB / r I / ` / S ( . 4 (4 ID MIN) 07.97 / °F 1 1 .3TC G - 11 4. � 3 1 �a s / ;.� ;090.7,6 i � l CNN 6 � E "A 6" CURB � GUTTER PER ,r ! E CITY OF TEMECULA STD. NO. 200 .,F 5.7 FS 04.45 FS--GB , 1 1098.70TC 099.1 T / , FG ❑C�I �7 - r l U 1107.4 "� � --�� 5 - CURB PER CITY OF TEMECULA STD. NO. 204 A .1 N _ CJ --�- 1098.OTG h FG N L=25 3.13- , 100.85TC 1 9 '� �' ! ! N C CURB AND GUTTER PER CITY OF TEMECULA STD. NO. 202 f Tan=1 28.01 100.35FL N �'•, 1099.96TC`-� 98.OTG ,• :� �,� - / �� 1107. 0 9 FS 2 _-._-___ _ - __.-_......__._____ 11 - _--- -- _ 1099.46FL « � �1 ff l / / / V -t I ! 1 CO I VA GUTTF PER DETAIL 2/ • •D 0 110 .2 0 9.0 _1 36• -7 E - , ;� l ��6• , ; 2 cf 2. --589 (� - ._-__ F�• ��- _ -•R_ �j. �.-.. _. __- 1 _ `~ 1099.0 � �85•� -.. (1.Og8,81 , r; �- / � i I ; /�,�1 T YF� _..- - - _ FG _ .___,________.._.- __•.-.•.._••.•_ Dr , , SC EE OUN WA C IVB ,� ISLE ARKING STALL PER DETAIL SHOWN ON SHT 2 106 •� _ _- pm 4L r- ,`. �. rLI`~S ..�� _.. 1 ...._ +_ .... _-.� �__.-.--_ I.`�� Jf j ` �`A r J J 1 a ° - M_. __�_. --_. .._ __ _�. �.__..: �Q,� Apr _ n ..� �/f / 8 T! 08.5 ___- .. "V" ._ P / l�l V i v TRANSITION R -`- 9. --"_ _ o -- _ . __ - -_ --_ f�=�• - / / PRG L , PER DETAIL Q/3 ON SHEET 3 ij� .- Trr_ ._._---•• _ 094.2 - �••� _ ~ . •:. --• � r �- �/ , r I_ -.�.-•' ...... 1093..9-1TF r� . . _...- . r.. . ... . ... _ _ ....._.._.__..---_-. _. . 1. -----� = / a� r / � � � (�T L DEPRESSION PER DETAIL P13 ON SHEET 3 G r 10 / A.C. OVER 8" A.B. DRIVES PER S i� / 4- Dal r f r C ( ) OILS REPORT* A.C. OVER 6" A.B. (PARKING) PER SOILS REPORT* ` 1 94.4 _ - .--.-- 97.24 ,' -�.--_ -- _ - _.�. ._ __._ . ...__....-___ . - - , _ - ------- _ --.- y --_-_ / r J • `` I C H ENCLOSURE PER LANDSCAPE PLANS (PER SEPARATE PERMIT) 1097.9 ,� r .�_�____ , - �. __..____ _ - -- - _ _-w- f ; _ _ R -- ! / I r ll�T`! DE TRAFFIC BEARING WHITE STRIPING FOR PARKING STALL PER DETAIL 1 2 __- � ' - ' -.. - - f ' \ f - _ - --_.._. 1086. "• _-_ _ - T CO f DRIVE APPROACH PER DETAIL A/2 OR 8/2 .._. L ;7L --`- r _Tj`` .` `- _`.._ y -.ti •,�� ! r / 1 r O ! CT CONCRETE TRASH BIN SLAB PER DETAIL K/2 i A' ` (- " e - _ ` - 1 �N CT HANDICAP RAMP TYPE 1 PER DETAIL 2 __. DNl PROP L l N , �_ - __._ ! I UCT HANDICAP RAMP TYPE 2 PER DETAIL M/ � 1 O S UCT HANDICAP RAMP TYPE 3 PER DETAIL N/2 ^nv 0 --{ - _ G ALE 20 1 /� 20 40 `� � � � ,�f �1 '' -'� 5. - - f �i; o LD 03-114GR ra BUILDING AND SAFETY g, L#toT it. APPIF OMED RECORD DATE BY REVISIONS DATE BENCH MN�C SCALE pF ESS DESIGNED BY DRAWN BY q�CKED BY RECOMMENDED BY: - DATE: /Ila¢ CITY QF TEMECULA Na o '1C F HG MI do CT JCL DEPARTIIAENT OF PUBI..IC WORM 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN mak, C, L� y CONTRACTOR CONCRETE CURB STAMPED '�tIVERSIDE COUNTY HORIZONTAL (;T �_ PLANS P PARED UNDER THE SUPERVISION OF BENCH MARK T-46-81 RESET 1997 EASTERLY No.28781 ACCEPTED BY: DATE' s INSPECTOR SOUTHWESTEOF THE R Y INE OF CORNERSOF79 AT THETHE BRIDGE OVER AS NOTED a Exp. 12-31-06 DATE: 4 RONALD J. PARKS SANTA GERTRUDES CREEK; 4.5' NORTHERLY OF JAMES C. LANE II DEPUTY DIRECTOR OF PUBLIC WORKS - _ PRECISE GRADING PLANS o DATE COMPLETE THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL s,� �,�,�. ,� - HARVESTON APARTMENTS - SIDEWALK. c1- ,,,��F R.C.E. NO. 28781 EXPIRES: 12--31-06 R.C. . N 19744 9-30-05 S PA02 0698 , ELEVATION = 1097.t63' AS NOTED c E 0. EXPIRES: �•� � TRACT NO. 29639-1, LOT 6 SHEET 10 of 18 1k 7- 1 0) 6 M/- nR 7M - __.___t-_.__._.. _. n_ ..__. ___.__ . .__.____._. __... -.__ �___ ._____.__. ____-,___..�___.._.. _. .____.__-__ ___._ _______-tom=__ -�-. 09.450 11�0 0) 1107. 9) 12-6 --4 - M 12, 10-9.-7/NW 10.7TG I I LQ,7"G Typ.) 108.7TC 1 06. MG 109.95 1110. 4 W4 -atf� - - t-6: 44.85/w%:- .6wv o 11 1$.21w 4 -4 -1 -125 Lri %�2 LF1 2 fbg ,e - - I a -TrA smi. F 0.� _._ - ` -� ....... LMr 14LV.21W INV 19;4 29 WERE- P. p- 1z L-0-1,; V 0,F, 1110.6 0.F 9 19 L TG 1108. Typ. ZAIIJ 10 L 10L iwV 1 .6TC110 r2 i"� 1 .0/w Typ. 1p. TYP. 11 2. =0.07(FS GF=1113.00 Gf=1112.60 GF=111 GF=I I 1�.90 GF=11 0q0 111.0 don o Ll 1 1 -77 j P I ill. 19 t-i I - 111112 Ty moo= .07CTy "109 0/w\ .11108.451 5=0.010 11 09.61W�- S=0.010 MEN - r,11 1.4TC &m& 3 11.6 3OLF tLF --- LF T- 1--0, ".] 111 j.4TGr 1109.91W 109.31w L �i 0 1 RNV 11084 NV --71�w--0.07CFS LLS ---L- 1111.5 --1 21 16 I I 71G Cl 110714 I - A L .w 1 ,` I I I Ty�.� ill JI ( 4 1 z 110. V0 0 r7..N. toto / \ 110 C i C04 ED] 104 11 0 0 r 1 . V) 06.501 1.5TG 1111. 19 INSTALL 4" PVC SDR-35 .81W 1.6' 4 D. INSTALL 6" PVC SDR-35 1�3 rL-1 11, -2TG 717.41 1 D 1101.84 INSTALL 8" PVC SDR 35 rul d"11A w 81W I 110,-T-Am v 11 11 ZDLr Zf=V.V I OAN 11L 34LF V 22 INSTALL 12"DS TYPE 1211 GRATE AND NDS 1223 ADAPTOR PER DETAIL E ON SHT. 2 §=0.066 f'J.Al 108./Iu 1 .(21 p / (_ F 107.4TG LP6.ZM- - CONSTRUCT ROOF DRAIN PER DETAIL G12 -Tr- DI @ i l'i)0.5 wo qw C4 x ISO=1.4 1105. Typ. 4 \ 1103. - -.z " D.F. T�, u 1.1 Jj / y - lit 00.0 1w 1.43C SEE STORM DRAIN IMPROVEMENT 21 / ,. --- . ......................... PLANS FOR CONSTRUCTION OF STORM DRAIN LINES AND CATCH BASINS 110 5TG C4 (Ty�,-) T 6 1098.04 1W 1-4.6TC- I 1 -4 1 0 t �J 'd Tr- A L.) L.P r 7 1 U5.6 1108. TG �075TG 28LF 11 .11N 25 1108.4TG S=0-01 7 1 UID- A 19 105.j/ 1104.75INY 1104.47 1106.4 INV 1100.1 1 ` '��� �M G 104.801W Tyl A** :)ROP 15 PVC I QTG u- v- 1 11111 3ao=7.89CFS 1108.4 4 -j C) 4 1016. 60 C\ /Y Qw=0-07CFS c� TYP, 106 GRAPHIC SCALE 1109.2TG C1 -1104.15 110 7.71W 20 0 10 20 40 0 19 II W) ri LD 03-114GR Seo7 nTr- 19 19 0 0� .0 C41108-5TG 1 .10/ IN FEET BUILDING AND SAFETY 03CES 2LF 11 lQ-9TG (Ty- 91, 34 1 inch = 20 it. 4 44 7 j S ElSHEIVA APPFOOM) NAM DAM CONSn=TION RECORD DAM BY REVISIONS DATE ACCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAW140 SCALE SS/CK, Na 19 HG M1 & CT JCL RECOMMENDED BY: .-I, DATE: r-14�p DO"ARTIARff OF PUBW WOWS J 112- DIAMETER ALUMINUM DISK, FLUSH IN CITY O F TEMECULA CONTRACTOR CONCRETE CURB STAMPED IRIWRSIDE COUNTY HORIZONTAL ki, PLANS REPARED UNDER THE SUPERVISION OF 0 BENCH MARK T-46-81 RESET 1997m EASTERLY .7 ACCEPTED BY..-- DATE: OF THE CENTERLINE OF SR-79 AT THE No.28781 m AS NOTED L Exp. 12-31-06 AALLAA INSPECTOR a DATE: 11.3o RONALD J. PARKS SOUTHWESTERLY CORNER OF THE BRIDGE OVER 194= I . DEPUTY DIRECTOR OF PUBLIC WORKS AREA DRAIN PLANS SANTA GER7RUDES CREEK; 4.5' NORTHERLY OF JAMES C. LANE 11 VERTICAL %p I, THE SOUTHERLY SIDE OF THE CONCRETE �, CIV% ....... HARVESTON APARTMENTS PA02-0698 DATE COMPLETED 17 SIDEWALK. CF C \1 R.C.E. NO. 28781 EXPIRES: 12-31-06 R.C.E. NO. 19744 __-EXPIRES: 9-30-05 'low ELEVATION 10971CO' AS NOTED TRACT NO. 29639-1v LOT 6 SHEET11 oF1 8 5S;;� �� � ---T- -"Owmm 2 11 u 'Vol r,,i r 110 (0- Ar 3 L� �• �---------- /w ;7 1 TUT95 fl 05.6TG\ 02.71W OtTO3. /s Iw\ i 103-21NV\ .010 S=0.01 1107. OINV\ ZZ)L F 25LF 32LF qR 7Tr- 9LFII/ 12 1 1 105 7 7U3.61(i 17 up.lur I 1 U.-7TG 110.7TG I r 0.7M��A Typ.) 108.7TG 1 .7TG __j v- .21102. � 110 P.851N19 08.95 08 C lm 11 m �.4 at W--\-. L 35w%k INV . p ' ' .............. W-V.2/W 10 aI 1 0-1- C N "P.q5 V P so;29 11 m r 9 .32CFS M ui 0 v 1102.15 IN 19 Ml 1108.7- 1106. LL. 106.4 1104.71 110 1108. Typ. &am ug � '10 01 L INV I. IF A 110 1INV 0 TY P.2 P. TYP Typ. inc �E-� 0 0. A Typ.) nn t 0 jo LC) 1 0,21 CY) 1108. GF�-1105.90 C) GF=1109 GF=ll .00 GF=110+0 1 64�51NV GF=1111.30 GF=111 .90 1 • F� PROP 15" PVC sel.33CFS lz 0 :> < -Y-I -Y-- I--I- ---!J T IL 1 ! 1 H _ I- T a Ar Typ.) S=o.olo --,ellO8.451 v 4 I- T- T- Or LF IT-- --nf ` i j 7rG 1108 NV W) Cn r t= 0 L0 N11 _ ___ ___ _._ _ __ __ __ _____.__ Y..___ ._ __..._. w. _. _ P 1111111 - __ -s- 1 O�.71Q M729MI co A I i ! . � I I TQ d2 110 P. 108.2TG N 11 104 1 GF= 106.80 =1106-to G 1105.8 G) 1105. 0 ; ' 1 ` 00.5011y 03 -j 4� lu 0 / 0 1-18\ / I - /I L6 f-L- I OTG 00 11 .21rvv vlw CONSTRUCTION....NOTES 1101.84 1 ', ,._. \/ 11 .2TG � � � \ rl ! t_ I f I �.J 34LF INV Lil 108.7TGI S=U.Ut>b 5-u.ub 2 1 7 17 TG 1111INK I INSTALL 40 PVC SDR-35 I v zw .5 INV' *0 1.40C INSTALL 6* PVC SDR-35 1105 -.- 11 4 o INSTALL 8" PVC SDR 35 1103. 4 1 LF 9._ , I / \ I i r j 22 INSTALL 10" PVC SDR--35 l oL -1 F,1 J 4 1 A t I 1104-5TG INSTALL 12 ODS TYPE 1211 GRATE AND NDS 1223 ADAPTOR PER DETAIL E ON SHE 2 1106.0 11 .7TG - 10 1.771W to .91w 9 21 F 1101. o CONSTRUCT ROOF DRAIN PER DETAIL G12 My 1 lu,�.JjluI 11 00.0 INV 1102.0 1 .5 1 ......... Vi 12L 21 5 1 Nl� (Typ I 5TGl AAF : - r0 1.91w LL. SEE STORM DRAIN IMPROVEMENT 110 5TG 21 (Ty A C4 0 PLANS FOR CONSTRUCTION OF 4 p 1098.04 INV110 0 v 41h v STORM DRAIN LINES AND CATCH BASINS ---------- 107.5TG F =0.01 S=0.01 1104.751W 1104.47 A��VMP 11�7 RCP C 1 106.4TG INV qOF1001 FS 1100.1 1 PROP 24w RCP w 104.801W ai=14.41 CFS �._ ? j I -0 18CFs T- --T ._ Nw- OTG u- tw-- I I - �/ I 02.�TG J. 1.38cps wo Typ. LL- -2--j 30LF I IL2 X50 0 i 1 i' *G 104.15 21 1102. G I l j 201-F .-mmmliC 1103.5W SEE SHEET 15 GRAPHIC SCALE 20 0 10 20 40 LID 03-114GR BUILDING AND SAFETY IN FEET I inch 20 ft. APPFKNM- NAM DATE CONSTRUCTK)N RECORD DATE BY REVIINONS DATE ACCID BENCH MARK SCALE :.SS/04( Lit BY DRAWN BY CHECKED BY Na 19 RECOMMENDED BY: DATE: S//7/404 101831AMUff OF MAIM VOORM 3 1120 DAMETER ALUMINUM DISK, FLUSH IN 01. 0 Q L HG Ml & CT JCL CITY OF TEMECULA w CONTRACTOR CONCRETE CURB STAMPED IRWRSIDE COUNTY HORIZONTAL &) KN PLANS PREPARED UNDER THE SUPERVISION OF BENCH MARK T-46-81 RESET 1997" EASTERLY 1120 1;. f 0 n ACCEPTED BY: DATE: OF THE CENTERLINE OF SR-79 AT THE No.28781 m INSPECTOR SOUTHWESTERLY CORNER OF THE BRIDGE OVER AS NOTED Exp. 12-31-06 -- DATE: RONALD J. PARKS AREA DRAIN PLANS SWA GERTRUDES CREEK; 4.5' NORTHERLY OF VERTICAL JAMES C. LANE 11 DEPUTY DIRECTOR OF PUBLIC WORKS THE SOUTHERLY SIDE OF THE CONCRETE III, ... ....I ---- HARVESTON APARTMENTS PA02-0698 DATE COMPLETED IS ---------- SIDEWALK. CF C %f R.C.E. NO. 28781 EXPIRES: 12-31-06 R.C.E. N 0. 19744 EXPIRES: 9-30-05 AS NOTED SHEET12oF18 ELEVAnON 1097.163' TRACT NO. 29639-1 LOT 6 08 L ' �'- .0 f I F 7, PA IL r-1 - IPROP 15" PVC Qoo=7.89CFS PROP 15" P w �j Qo6-1.77CFS 0.07C, 112.OM 1112.QTG (Typ Y^-AV 1 11.5TG 110 7.71W 1109.051hy 1 11108.751 07.5 19 021 1 S=0.014 1 19 11 T &� - V,�9 1 MV 'lu,, 30LF lj 11. r410 30LF --- "V 25LF 30LF _7 *,*�311-171 30LF TGgL $IF 09.30INI a& _,4 (TYP., 1 ny,% 0 __- o1wo KEE-- 11 10.9TG C -i 7 T 1""n 11 1 7777. U 1102 401W 1112 OT2 1 1 NV TY A 1109. O/w 1 1 1 - ► 1107.101 1 12,5 P. ul) (TYP. 1.8TG C*4 i i�! -TT U Ms 106. P to 10 1111 2TG POOL C14 SP 1111.9T GI u. 0 A P. 1106.751W • RC e I _ - �. _.� 4C , , Y 1112 TG v v 1111.2TG [171. w dop", ill 1109. /W A 1111.7TQ 1109 1103.651 LA. .L I L. L. L I 1 -1 a v 1103-09 IV IN 6 &-% 1 00 ,Ae Qo&=0-96CFS 111090 T ro %-3 V) 0 0 LF Illy. L-L -7fi A 0 D A 1 OLF R 15 PVC 11 12.01G or--4.88CFS P. l `0 19 3C ' /A 4`\ i 0.601W 19 j I cli ---TYP. Ld J 112. 110.501W 2% ! i 1 X 1 0 12,1 ail 1110.301W Co 2�5YP. W6k 0 LAI TY 110.751 C/ ,\ , r 4- 1 N-- 03Itl 111 11 .41 nig FE oq 10-001w 1 . \ 7�- 1113.0 \ i 12;,01, 4111` /\ .001 L& r-J/ L wo 19 1 1 2.70 IW It I 1 °\ , \ �' r �� ` I �, 1 1 .2TG a 3 2 LF 32LF s ii S=o.1 P. C,9) C� 09.75 1102.97 IN4 i 70\- 19 -2-TQ) Q100=0.48CFS' `1111.251 6 CONSIRUCIZO &Q LJ6 P. io. 30 A\ 'A \ \ N\ Qm-=OtO5CFS 7 P. E, 1, 11 8.31NV INSTALL 40 PVC SDR-35 1 13.5TG @ 111.851 PROP 24" RC 1 .61 V1 INSTALL 6" PVC SOR-35 Ar I 6.32C S INSTALL 8" PVC SDR 35 X .4T \ 12. 1 22 INSTALL 100 PVC SDR-35 S= .401W l)IJ3.5TG P.) %A 24 INSTALL 12 IDS TYPE 1211 GRATE AND NOS 1223 ADAPTOR PER DETAIL E ON SHT. 2 11�\1.551W CONSTRUCT ROOF DRAIN PER DETAIL G12 , ` y, 7% PR P 15" PV 1107.42 1W ------ Qoo=5..00CF v yp SEE STORM DRAIN IMPROVEMENT 2 \ �112-62 1-3 PLANS FOR CONSTRUCTION OF STORM DRAIN LINES AND CATCH BASINS \ \ I 11`21 X \ \ \ `, 30L 1111.20 1110.9 5/W P. 11 TG \ � � \ \ \ ` (TYP.) 107.4 8.•131 30kF \ \ ; 111 .9 =0 10 I TYP.) 110 �5 1110 431 \` ` \ ` \ �, 1110. 107.7f 1W Lp laq /A\ GRAPHIC SCALE ~•1 \ ° `' ��'� _ _____ ___._ "_.-:i _..___. _._,. -.._-___.__�, ' r" Tr. Typ 20 0 10 20 40 -t14GR LD 03 BUILDING AND SAFETY SEE SHEET 1 6 IN FEET I inch = 20 it. NAME DATE CONSTRUCTK)N FE-00M DATE BY REVISIONS DATE ACM BENCH MAW CFESS/% DESIGNED BY DRAWN BY CHECKED BY MAVW40 NOL SCALE 10 HG M1 & CT JCL RECOMMENDED BY: DATE: j07� CITY O F TEM ECU LA DEPARDAeiR (W RAW WMS 1.3 112" DIAMETER ALUMINUM DISK, FLUSH IN C, CONCRETE CURB STAMPED VWRSIDE COUNTY HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR BENCH MARK T-46-81 RESET 1997" EASTERLY o4-- Z5 n ACCEPTED BY: DATE: NO-28781 f OF THE CENTERLINE OF SR-79 AT THE rn SOUTHWESTERLY CORNER OF 774E BRIDGE OVER AS NOTED cc Exp- 12-31-06 A"Aj DATE: Ar".1" RONALD J. PARKS INSPECTOR AREA DRAIN PLANS ID OLF RT TIE I I l"' .10 6A 117-251W. 71 -7 TD IN JAW-ES C. LANE 11 DEPUTY DIRECTOR OF PUBLIC WORKS SANTA GERTRUDES CREEK; 4.5' NORTHERLY OF ME SOUTHERLY SIDE OF THE CONCRETE VERTICAL %p;k CIVIL HARVESTON APARTMENTS PA02-0698 DATE COMPLETER SIDEWALK. R.C.E. N 0. 28781 EXPIRES: 12-31-06 R.C.E. N 0. 19744 ____EXPIRES: 9-30-05 SHEET13oF18 ELEVAWAS NOTED N = 1097.10' TRACT NO. 29639-19 LOT 6 SEE SHEET 11 I lo STG�y pRpp � �� 21 - _ d �399c�VC 1098.04 INVon* 11 .11 2 ' 5 � \ 1108.4TG 1107.STG 28LF 19 Ny koy 05=0.01 1104.751W 1104.47 � O ❑ � 1106.4TG I INV 1100.1 1 PROP 24' RCP 1110 ya rY ❑ 104.800 14.41 CFS 20P 15" PVC TY ,r=7.89CFS 1108. G � ❑ � N 1. C 19 1109.2T6 ,� � 10 .8 04.15 :::;�i:;' <<'=`''`: ';_; 1103.51 r WIN 0 � J /\ I o 1103.QTG j� \ 1110.9T6 ,9 (TYP.Jc-1106 71NV I I I 1 .101WV 101.511VV 1111. G ZLF I 11 a 9 x110 . 1109. NV J 1110AT6 C2K D - P � 1107.1W � TY - �R4.�/�g RCP- O 11 i crs 1w \OWN P 5 •_a . 11D ❑ p � 0.05C .r=0.04CFS .5T � 1106.5TG 1108. 107 6T ry��, I O5. � :. - .�� JI 106.451 105.91NV 1 05.651 11112TG I - - _ I 1.25 11� 25LF O Lo 0 C14110 .OIfVV 19 � 1106.1 INV _ _ � / \ II o � U 1111.2TG 1109 NINE I 0 0�o I -t :• � d � fly0 4- 1 03 Li I p � P N1l/1 I� 14 A � LL1 - 1 .orc ILL -_mill" - - 30LF w - FS 1104.5� (�. 1109.OT6 30 F OLF 11 .7fG 111-108-OTG 1 / C7 00.41 I 1NV E1\ ! n ri u10 I 1 n � X110 IWV 1106.3TG 19 o ❑ .. 1104.801f q 1 11 O N a � N 11 .3TGT 9 i 1os.oTc 011 .41000' I ` I I � I 1104.50106 LL. l� I ifO `TG �p LA_ I o 1101 I y r ❑ � p -� Ll .70 1w El 00 ' '2TG � o 11 '2T ° CONSTRUCTIOAL-NOTES: 32LF 1 8.11 � I �. 110 401 1105.7TG I � 19 PROP 30 RC 5=0.169 ? O u 4' _"Nf03JINV / ❑ / CJ 4. 1104.201 LJ ❑ 1CF � ��oo'� 19 'g � 0 � / 19 O 0� 1104 �G i l 0.6TG f ' 1108.8TG 19 INSTALL 4' PVC SDR-35 11 .31NV 30 f -0. 21 1f03.51NV f03.31NV OL = - .0 INSTALL 6' PVC SDR-35 1102.3 102.401102-01W � ' L'; °' -• 21 INSTALL d' PVC SDR 33 _Tr_ 411 7`1 _Tr_ __T _;1 I Y rczy T- PROP 15" FPV �2 INSTALL 100 PVC SDR-35 \ / -2.4 FS Q INSTALL 12' PVC SDR-35 INSTALL 121DS TYPE 1211 GRATE AND NDS 1223 ADAPTOR PER DETAIL E ON SHT. 2 Q5 CONSTRUCT ROOF DRAIN PER DEfiVL G/2 lQ96.J7 INV_ PROP 24" RCP 0100=1.35CF5 PROP 24" -21 38r-FS i" PV INV10 42 1107. - - - - _ P . �,� SEE STORM DRAIN IMPROVEMENT - - - - - - � � PLANS FOR CONSTRUCTION OF � \ � � 099. INV ,.o V) STORM DRAIN LINES AND CATCH BASINS tt r 1108.51 �os.orc _ c �. i g � .131103.771 251E J S=O. 62 LF D �0. 3 371E 30 -0. �9L 11 .9 =0 O70 � - 1107.2T ❑OQ ❑ y� N10 .5 � � ) � 1103. � 01'� TYP' 112J431 TMP r / � \ / � TY S \ / 110 TG �F 1 10771W 104. 11110. 110 TG /w GRAPHIC SCALE SEE SHEETS 1 6 & 17 2 10 '° � LD ( IN FEET ) BUILDING AND SAFETY 1 inch = ZO ft APPROYM 1164 OONSTRl1CT10N RECORD DATE BY FIE YISON6 DJ17E BCH MAiiCDIAO.,� �pFESsiq� BY DRAWNDRAWNBYBYRECOMMENDED BY:����l��tl DATE: CIN OF TEMECULA DEPARTIoNT OF PI�LIC WoliKB DRAYYl10 NQ a 3 1/2' AIEIER ALUMINUM DISK, FLUSH IN � G� t.�,,kdo HG MI CT JCL CONTRACTOR CONCRETE CURB STAMPED I?WRS►DE COUNTY HORIZONTAL �`" .� -'� c PLANS PREPARED UNDER THE SUPERVISION OF BENCH y � ACCEPTED BY: DATE: S I v � T-46-81 ,ter Y ' No.2B781 ' ,� AREA DRAIN PLANS OF THE CENTERLINE OF SR-79 AT THE AS NOTED aWc E,4. �2-ai-oe A INSPECTOR ALD J. PARKS �-y � � �►� � �A�' DE UN DIRECTOR OF PUBLIC WORKS SANTA GER7RUDES CREEK; 4.5' NORTHERLY OF • JAMES C. LANE II � DATE COMPLETED n� soun.,�r sroE of THE corcc� VERTICAL ,,�� c,v�� .� � ,:., ;;.:_: . : HARVESTON APARTMENTS PA02-0698 ��'� ��� _ �097.1 . AS NOTED �` Q`' c�►-�f� - .E. N0. 28781 EXPIRES: 12-31-� R.C.E. N0. 19744 EXPIRES: 9-30-05 °�'.�� TRACT NO. 29639-1, LOT 6 SHEET 14 OF�H � Ij J, l. f MWNOR K4laA 6I � � • " • "� • f 1. . •j A .•tel • / 1 / I � '. r � iii ■ ,. . ,ti � . All . - - � ; ,. ,, • • • ,�► ! 1 .... It IIIIIir.11111111� r ,' i / : � �- , � 1 �1 �1 �► ■1�■ 1�'/� .lip • - ►� ONE m Fm lqp� 0.mot 10701 i� flow vol 40 MR NO M. WES me w I ' � .........■..-r.... �1.��.1��H, ,;11�';1.� " / I � �� � � � � �� lam; ! � • 11• 1 • I• , .11 i ■ 1. � ,,r r .rr :-,....�.•..� �� .mow I I . ,.nw■ rl.. : .� ' ■ ■ • .� � � • A ,, 111• . Ar • /. / Wr yi ' I ■ � OMNI r '� /. � _ , r�� ■r•r■fir_rrr*■".yr � /�� �� 11� • • .r l 1 MR NO Rill Oil MIR a • ,�!1 ► it• "i i� , a ■I�■ �■M■ �� • , l , . , ■ • 1 • 1 I •■ WiHO �1 • lel I'. : 1 ®i r 1 �■ I�i1�111N�11�f1����1 � �-�� `- � 1 1� 1 1 r .:�.�■�ri`���J.•. T X11.1 SI 1 �ffv HINE am oil PEP Id'a, two IN \ rltt ►�\. • 1 w � � � �M 1� 1� 1 �` li."��1 1�i ��71.1 �1 �1 ��. . w � �r. �.,�■ � �l A ' • . • I • , • , • = . I I ��/rJ•�.r�r��,�■���rr!`ariil��•���u� _it�jR'•�`/11.�1'. ��r��w•x•�l►r � . r . , ����„��.Jl.'�� � r ��� //�1.� • � rr m m�� Ilk 0 mps • ' r fix. SEE SHEETS 13 & 14 1� 12..5 5= O � ) I .401W 151w JL- Oa I MPROP 24' RCP 1-38CES Nib, Q1C 7S 111 PRP t_5.06CF 1107.42 INV - - - - �. ��P. vy- - - - - 11 . 01PROP 1 ' � \ 112. I ' - - - - -ONN 1 0.0 _ 30 111.201 1110.9 INV (TYP. u 41 - - �` • 111 . - - 111 . 1 � .131 103.771 17 .9 G =0,010 � - 107.2TG 000 .5 \ N 5 l RYXA 110 431 � > � \ / 1103. TYP. 11 110 110 1G 107.71104. 1113 $ - I I io rc rrP.) h � 107. s► j � I I it Marc >i d � I n LINE \ -o. ""su�v G 1' 1ioa.s n�v � I >>o . � mow.) Tr�.�t�. N �y��, Li z El 11 108 111 21 � 1'104.8 NV v 000 �\ `; �� 13• � 171 \ T I I - 108.5 17 .9f1NV � - - � C c�0 � -� 1 TYP. „is. T � „ .orc r ^ ��-----l- \ ` 112. NN, � A I 1111 108..9TG � 19 105. v C) 11120 1108. 11 I 1109 111 •- .r 1105. LAJ r ^ 111 .36 _ \ �� � \ ! • / - I 109.351P. i - �, 1105.9 o.a . 11 Q 11 1. \ � � \ 25LF o 0 109P41 11f0.04� � _ � / � \ \ 1 �� � ��� Z GF=1114. 0 1114.50 1 g �F � � •, � � � � 1 �s" o� i5.orc min ma 13.4TG s � CONSTRUC110N NOTES: -� � � � + � •. o� 3.31fVV 11124TG 11 .1 19 INSTALL 4' PVC SDR-35 � N 4 1 9.96UW/ V 111 21 i + 111 .ST TYP. j 1 111. OIN Sb 1110.311 � / 20 INSTALL 6' PVC SDR-35 1109.8 114.0TG NP.) O 11 4.1 T w 1 10.31 21 INSTALL 8" PVC SDR 33 � .arc P „ 5► 9 1 L NE z2 INSTALL 1o� PVC SDR-35 (lYP.".110-59 114.OT6 �'v I � _ - Q INSTALL 12bS TYPE 1211 GRATE AND 1 � - - "" �. NDS 1223 ADAPTOR PER DETAIL E ON SHT. 2 21 6 � � � QS CONSTRUCT ROOF DRAIN PER DEVIL G/2 114 1112.OIMC- 1 - � \1'l%6.4 .0 � r 111.1 INV 1 7211#V 11 0.471NV �7� � I - j. mow 1 � 19 \ cnP. 4 1115.1 _ S E STORM DRAIN IMPROVEMENT 11 1.51W c„p. 4 _ _ - " ";�'' �- "-&VIP __ NS FOR CONSTRUCTION OF 111.0/wo T It\ DRAIN LINES AND CATCH BASINS GINO �( LOT LINE G APHIC CA 0 -- 0 0 10 20 40 3 LD 03-114GR � BUILDING AND SAFETY APPRCMMNAME CON8TRUCTION RECORD DATE BY t�VI810N6 DATE BENCH MARK �E pFESSI DESI(�1� BY ORAVYN BY CHECKED BY �` �' RECOMMENDED BY: DATE: ��l CITY OF TEMECULA ��p� h 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN a4� G L �F HG MI Ac CT JCL DEPARTI��NT OF PUBLIC WOWS o CONCRETE CURB STAMPED 9iNERS►DE COUNTY HORIZONTAL ��" yc PLANS P PARED UNDER THE SUPERVISION OF CONTRACTOR gE►r(�l MART( T-46-81 RESET 1997' EASTERLY � � -�% �, ,��„iJr � _��� OF THE CENTERLINE OF SR-79 AT THE ,,, No.267at ,., ACCEPTED BY:��� DATE: 0 u LL ]i I r r INSPECTOR �Y CORNER � � �� � AS NOTED oc �, 12_31� � � � DATE: / I 0 RONALD J. PARKS SAMA GER7RUDES CREEK; 4.5' NORTHERLY OF • • JAMES C. LANE II DEPUTY DIRECTOR OF PUBLIC WORKS AREA DRAIN PLANS DATE COMPLETED ,,,� �,,,►��.r �� o� ,,,E �� VERTICAL ,�� �,,,,,, ,� � =;.. _ " HARVESTON APARTMENTS PA02-0698 ���' �� � �����. AS NOTED � F� RV. . N0. 28781 EXPIRES: 12-31-� R.C.E. NO. 1944 EXPIRES: 9-30-05 °�;�� TRACT NO. 29639-1, LOT 6 SHEET 16 OF 18 r SEE SHEETS 14 & 15 V� J 102.40 1 UL.UINV �\ TY ••" � / �- PROP 15 V 2.4 FS PROP 30" RCP ,. / I l in 4a ROP RCP ; • I .�..,- 109 . 7 INV --'" Q 100=1.35CF5 PROP 24" f� _ P 15" PVC t / j 1 11 If, ' 15" PVC ' J w I 099. 91NV �w 1102.3TG TYP.) T +�:.;; 41 00.4TG _ ' I P. f I � 1 INV 0 8. l ,� �J 098.51NV -- inn 020 11 Tl / o•0 1108.5T 105.OTG _nn - 11 4. G n'P• 1 .8 3 ,•' / 1 25LF LF L L 5=0. 62 La L� S 0. 3 ]r ❑ C7 .3T o 97:9.' M a 1.70 TYP. TYP. INV P. LF 1103.7T 110 rc Inn, 1104.1 J D9 T,o TG 1101.81 G OL N / / � r 1 I 11 1. 100.98 �- -� �j 90 �-�-� I 1 / l 19 � 1 � / _ 1102.00 INV I \ / I / i / / 1/w IN sL �• ! 1099.OTG 51 r 104.3 11 G i l ! 1 7.501 11 a2.10I 110 ► �1+ �� ` ' , I l �6 G � TYP. 5 i 0,3� _ TYP. 4 - 1 / I l . /Z/Z- TG TYP. 5 4 TYP.) �• ` 10 .DTG l 104. �- r " �. , l ' 10 .221 r l r 1 2.4 I 0 C 11 ;_. g 9L J11 1 102.791NV / 1 / Ll 11 110 G 1103.6TG r 5= .10 = •0201102. INV 1 1 LF I r r CD 9 1 F 0 0ON Eloo - 1 _. •. i / , 104. G l `� ! r i ____ . � ' Ll 102. NV 1 � , --� , � 8. ► � ! ? 19 I I 5 TYP. rr ^^ 5 TYP. INV TG v J TYP•) 4 l L. �_ , 1 4. 1-7 I t ! c ! 1 t • ' � Ii 109 1 19 OTC 11 .001 10 6' / Qo=53.05CFS 4 1099.0 102. G 19 �, 096.01 3. TG 11 - � 1 I 1104.2T ' W=0- CFS 2D Dov=D.D FS S .0 0 103.201CONSMCDON 4004 . . O 407.9T TYP.) l `p p 1 .3TG � � t 11 ��p 11 .41NV � � 21 9.1 T � :- ,' / 19 INSTALL 4 PVC SDR-35 a o 1 �• L 1 - ❑ 1098.DTG ' % 6 2p INSTALL 6" PVC SDR-35 �^ - -- -R1OP 36 RCP 1095.891 1 / l 1105.9 f60=0.06C -�� F �6 / r 2 5 LF ti. F5 98.OTG ,�� �- ,/ "/w ► j (` ! 21 INSTALL 8 PVC SDR 35 _ _ 1095-68 r l j I u 22 INSTALL 10" PVC SDR-35 491 109 . 1 � 1 - _W Qom- .8 CFS r�� / � � l� I INSTALL 12 PVC SDR-35 INSTALL 2'bS TYPE 1211 GRATE AND NOS 1223 ADAPTOR PER DETAIL E ON SHT. _ � _ 2 •� r � ''� � � 25 CONSTRUCT ROOF DRAIN PER DETAIL G/2 Comm :J _ � 1 / SEE STORMIMPROVEMENT_ _ �/foir. J Z-1 owe PLANS FDR CONSTRUCTION DF WOOD STORM DRAIN LINES AND CATCH BASINS UP 1/ ' - . f �, r �it r �.,.` j'(_ \. ( � Mme'`-"--►.,.,. ..., ' -•. -\ ... �/ I 16 f 1 .. - � � � _�-- � l f • f ',��J � _ _� ___- ...__ _yam � �` I I � G SCALE 20 / 20 40 ; , f / I '� .w - --�- ,./, _{ ^ / r111 BUILDING AND SAFETY , Ing Tit l �/. L-101 i hit. APPROVED NAME DATE RECORD DATE BY REVNWM DATE BENCH MARK 0 ESS I DESK�NED BY DRAWN BY �D BYSCALE DRAWS Na Qv CITY OF TEMECULA 3 1/2" DUIMETER ALUMINUM DISK, FLUSH IN �t�� S Lq�Fy HG MI do CT JCL RECOMMENDED BY: DATE: / DEP OF PLIC y�g CONTRACTOR CONCRETE CURB STAMPED '�tNERSIDE COUNTY HORIZONTAL � PLANS REPARED UNDER THE SUPERVISION OF _ BENCH MARK T-46-81 RESET 1997" EASTERLY `�' , OF THE CENTERLINE OF SR-79 AT THE � No.28781 �, ACCEPTED BY; DATE: nd' SOUTFIM�ESTERLY CORNER OF THE BRIDGE OVER "p• DATE: d RONALD J. PARKS INSPECTOR AS NOTED a � _31_� v SANTA GERTRUOES CREEK; 4.5' NORTHERLY OF JAMES C. LANE II DEPUTY DIRECTOR OF PUBLIC WORKS AREA DRAIN PLANS DATE COMPLETE THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL s�� CIv�� �� .. HARVESTON APARTMENTS PA02�-0698 SIDEWALK. AS NOTED I` CN-�F R.C.E. NO. 28781 EXPIRES: 12-31-06 R.C.E. NO. 19744 EXPIRES: 9-30--05 TRACT NO. 29639 1, LOT 6 SHEET Tl of 18 ELEVAT lON = 1097.163' _ f I -____ �;� III ---. - _.- 74 - --- -_.__._. _. - --_- _w � �� X � i � � � 1110 -4 23 2 11 J, 7:p 7 1 4 _T I• I -,%-. I \ {r� �-_ � '�, / .�...��".".EELNO�-- � F`OR EROSION�. CO OL N,Q T' 4L T- Lei \♦ ""'fir X'�`�• __- ____ lr / iIc 4v. I \ � �• -------'--��--"' ____.._ ,� c _ c ,.� � ,CONSTRUCTION NOTES n �yl T1 T T F1 N, �K_ 1 �Nvw I I 1 1 0) INSTALL SANDBAGS, 2 BAGS HIGH TV fAx I 1, LEGEND 4-: Lm *.'NASA, _ - J � r •-- .»--' tied+ I , ; i 1 L- SANDBAGS T1 wr j'i-IJ LL 1 - 1 A J i i+�� I i _ _�.-' w a o 1- DIRECTION OF FLOW r Typ p F, U h 13 , � � J) 41 f -'"`` ,,,, �` .- �' Wer t.�_ ��, !� ' k t Ilk A 8 TMP Typ '23 r 111101\ -X Typ }r i / I .......... L IL Typ TVfi %Cop 3 (' `�^I 1 X, j H- .. .... L T jr i', � I - � ."...�► _...._ _ _-�x,, _..� �..:c -- �- � _.._ .._. __ / _ j I it r`I , 'j ut A X 20 ANGLE IRONS f' 1' WELDED TO PLATE mVA P_ 000 i f I; I Q, -l"At 12-IN 71 N -04 now 1" STEEL 40 EWA T1 A PLATE '� �� ' {'1 ' .■ , _ - _. , -A SECTION A—A L A rlff - t { � �._ _ I, _ ,i �' �! ti r ENTRANCE MUD SHAKER r— NTS 'Ilkf I d Li At IL fTiNL • VISQEEN y m�"11 1 0 i I 1 11' /K 20SHEET - 7 T-7-1- l � I J r '/iPERIMETER i '"Ifto gfl �1.j j k OF WASHOUT x I -Alma j I 4F, I �1/�l � ! �' / � ' I' fi rayy - �i 1 _2va i r D EEP I Ife I 't77, 00 Ir 01 � � /r ,i � 1 j Mi -y moaw�i 6 L I tit T- NDBAGS ,$, r 16' 2 e *,Ovah r w - _ Typ 1* A x WSQEEN • X SHEET I kAvl 1\ • x T`--i-, Z iL Ill r_. _�r •` \ �` � � l y 1 - _ _ r1 4� i ,�y _• � - _ "r•.1� � I' -� � 7�'-'_ i l!1 rl 1 `-f l , 1�n > p 16' 20 ( i t l � � 1 ' � �J 1 ` 1 I X•, � � , •� f// ���_�_��r." ..-...-- ' _ _�., l' - f'-- _ '�C..-__. -:�'�+r. '.."_ rr __r IC- r �4 / r r '�/I %� �'1a I Co r r_�_ 40� ow -Oft _J:7 WASHOUT AREA 4 CONIRET } �- , ' �� ` 1f- _ ` �- - _� J .-..��•~ 4- i k/ vik" q 1E. GRAPHIC SCALE V%' N--4— �4k N 50 0 25 50 100 414 III 1 �lGR7 7 A BUILDING AND SAFETY A ET y, IN FE � -..� .� ..� � ` '�.� r �- -� -�__ '_..;��'� '.�_ (-A\/ .4 FIN I inc h = 50 it. AIVROVIM DATE C4)N8TRL1CTm W-c*m DATE BY FEV001% DATE ACM BENCH MARC DESN3NM BY DRAWN BY CHECKED BY Oil!ESS CMV%VG Na SCAU 1,RL 1 2 HG MI & CT RECOMMENDED BY:.000.j0v_r _DATE: C811ARTMEW OF RMIX WOW 5) 4./. JCL CITY OF TE M EC ULA 13 112* DIAMETER ALUMINUM DISK, FLUSH IN �0 C, 1, CONCRETE CURB STAMPED IRIVERSIDE COUNTY HORIZONTAL SUPERVISION OF CONTRACTOR co #* PLANS UNDER THE SUPER BENCH MARK T-46-81 RESET 1997" EASTERLY fn 0 LLJ No.28781 rn ACCEPTED BY: wATE: OF THE CENTERLINE OF SR-79 AT THE AS NOTED w Exp. 12-31-06 M - /1-f 4o 4 i: INSPECTOR SOUTHWESTERLY CORNER OF THE BRIDGE OVER DATE: 113 def- RONALD J. PARKS EROSION CONTROL PLANS t 5%4NIA GERTRUDES CREEK; 4.5' NORTHERLY OF JAMES C. LANE 11 DEPUTY DIRECTOR OF PUBLIC WORKS THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL DATE COMPLETE[)------- f HARVESTON APARTMENTS PA02-0698 SIDEWALK. ELEVATION = 1097.16J" AS NOTED CF R. N 0. 28781 EXPIRES: 12-31-06 R.C.E. N0. 19744 ----EXPIRES: 9-30-05 SHEET 18 OF 18 s TRACT NO. 29639-19 LOT 6 4' STREET WIDTH 11 GRATE WAS NDS 12TO THIS POINT ofac 12"X 1 FINISH GRADE DRIVEWAY GARAGE DOOR 6" CF mono cc QD FS, SEE PLAN — GRATE ADAPTOR 6 DRAIN LINE -- SEE NOTE NO. 1 6„& OCF" „ F NDS 1223 r � " " " 12 � 10� 6 & OC ADAPTOR I I 6X4 REDUCER AND 4 DRAIN s'�c� 2% T x ; LINE SEE NOTE NO. 2 ,o ' r- H .C. RAMP TYPE 1 NOTES: ' - TIE INTO MAIN DRAIN LINE � - 1- ' N.T.S. 2 0 TO 6 TRANSITIONKOH USE 45' ELLS, SWEEP ELLS ! /,� 20 1. USE A 6""LINE IF MAIN DRAIN OR 45' WYES GLUE FITTING LINE IS 6 OR LARGER IN SIZE. To PIPE) N.T.S. ks,2j2. USE A REDUCER AND A 4" LINE IF MAIN DRAIN LINE IS 4" IN DIA. 7 PLASTIC GRATE DRAIN DRIVEAPPROACH DETAIL LOW SIDVARIES � 12 SQUAREE 7.5" 5' HANDICAP UNLESS N.T.S. N.T.S. 2 0"CF/6"CF OTHERWISE NOTED FL—SEE PLAN 0" CURB — DOUBLE 3" WIDE STRIPES N 8.3390 MAX 9' 9' 7Y R TYP. CURB �n DRIVEWAY STREET WIDTH TO THIS POINT 2' OVERHANG I END CAP TG ELEV. " CF " 18" SQ. X 4" THICK SEE PLAN SFE`loo. 20 0 6 CF TYPICAL PARKING STRIPING DETAIL CONCRETE PAD � pa PLAN I C., 2X rp P 12 FL SEE LA FL—SEE PLAN 1 D$ F E N.T.S. .- .- - •- o G SSE H. C. RAMP TYPE 2 M .. � _3 - -. ~k • --: 9 9 � ca N.T.S. 2 4 PIPE Aft 45? ELBOW �. �. 6 0" CF �,• �,• REDUCER, IF REQ'D. FULL HEIGHT CURB c 12" o SEE PLAN 45? WYE INV. ELEV. PLAN DRIVE APPROACH DETAIL (HIGH SIDE 13 FOR SIZE ,. 2 z Y 3 4 45 N.T.S. J 8.339 b� 8.339 oMAX. N AX ........................................ Ln 3' MIN o \_6,„CURBCURB CLEANOUT DETAILrF FLOOR SLAB FF „ PER POST—TENSION 12 GROOVE g CURB 6 12 GROOVE J MIN. 4' 2 GROOVING DETAIL J N.T.S. DESIGN : :. : . w MIN. . N.T.S. 2 2” SAND .-:' EXPOSED H.G. RAMP TYPE 3rN6 MIL VISQUEEN DEEPENED FOOTING SEE PLAN FOR EXTRA DEPTH NTS 2 NORMAL FOOTING EMBEDMENT A . . �� 15 GRADING LEGEND T.F. TOP OF FOOTING T.W. TDP OF WALL VARIES DOWNSPOUT PER ARCH'S PLAN PAD PAD ELEVATION INV. PIPE FLOWLINE ELEVATIONDEEPENED FOOTING DETAIL C FACE CE F.F. FINISHED FLOOR G.B. GRADE BREAK NOTE'S. 3 N.T.S. 2 PROPOSED CURB 0 1. ALL FITTINGS BY: NATIONAL DOWNSPOUT EXTENSION ATTACHED F.L. FLOW LINE C.F. CURB FACE (VARIES) ( DIVERSIFIED SALES, INC. (OR EQUAL) I WITH (1) SCREW EACH SIDE F.S. SURFACE a 4 2550 AZURITEPARK CIRCLE .S. Q NEWBURY , CA. 91320 3 SLOPE RECYCLING - � PROPOSED CURB 2. REFER TO FINISH GRADING FINISH GRADE AC � 1.5' AC � N.G. NATURAL GROUND IN (VARIES) " o -- — PROPERTY LINE BINS NOTES 3/8" 3/8 R RIDGE 00 3. DO NOT GLUE GRATE 4" SDR 35 RISER LENGTH VARIES a 8.33x° RETAINING WALL �,� OR RISER TO PIPE c,, ) ,. T.C. TOP OF CURB ,� �, 4 SDR 35 DRAIN PIPE . w a •, a DEEPEND FOOTING " `" �' " F RAT 5" THICK CONC. OVER 4. GLUE I.P.S. WELD ON X773 '� z 3 4 ABS 45 ELL—TYP. (2) PLACES T.G. TOP 0 GRATE „ n SEE ARCH'S PLANS SOLVENT (MEDIUM BODIED, Q � , 3 OR USE (1) 90' SWEEP ELL z ~ '' 2 SAND/ROCK 4 �E` FOR EXACT DIMENSIONS z :_ Np. z • «0' BLOCK WALL " FAST SET) FOR ABS PIPE �n o o H.P. HIGH POINT W/#4 BARS ® 18 O.C. THRU b�? I T.B. TDP OF BERM W/18" CUT-OFF W/ #5 BARS '' L.P. LOW POINT ® BOT. OF CUT—OFF AB AB o F F pffl DRAIN INLET 4" SDR 35 DRAIN PIPE TYP. B.W. BACK OF WALK ( ) --o CLEANOUT VALLEY GUTTER DETAIL KOD 1 F.G. FINISHED GRADE N.T.S. DAYLIGHT LINEKOKZ 4 TDP TOP OF SLOPE TRASH BIN & SLAB DOWNSPOUT DRAIN DETAILG LD 03-114GR G.F. GARAGE FLOOR P.U.E. PUBLIC UTILITY EASEMENT N.T.S. Z N.T.S. BUILDING AND SAFETY � 2 V q APPROVED DA DMW CONSTRUCTION RECORD DATE BY REVISIONS DATE A= w3m MARK pF Ess DESIGNED BY DRAWN BY CHECKED BY - '� NaSCALE avq 'RECOMMENDED BY: DATE: S CITY OF TEMECULA A°'� � WORKS Q 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��O S G L,w <k HG MI & CT JCL CONCRETE CURB STAMPED IRNERSIDE COUNTY HORIZONTAL Z PLANS REPARED UNDER THE SUPERVISION OF CONTRACTOR BENCH MARK T-46-81 RESET 1997 EASTERLY No 28781 m ACCEPTED BY: DATE. DETAIL SHEET R--7 AT THE OF THE CENTERLINE OF S 9 AS NOTED E,p. 12_31_06 DATE: a 4� RONALD J. PARKS PRECISE GRADING & EROSION CONTROL PLANS o INSPECTOR SOUTHWESTERLY CORNER OF THE BRIDGE OVER DEPUTY DIRECTOR OF PUBLIC WORKS _ ---- p SANTA GERTi?UDES CREEK; 4.5' NORTHERLY OF JAMES C. LANE II HARVESTON APARTMENTS PA02-0698 THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL s� C 1 V 1�- ter , DATE COMPLETE fZ __ 1 K. q ' �f UE. N0. 28781 EXPIRES: 12-31-06 R.C.E. N0. 19744 EXPIRES: 9-30--05 %i �, SHEET 2 OF18 S DEWAL AS NOTED CF ��- TRACT NO. 29639-1, LOT 6 ELEVATION = 1097.163 PL VERTICAL CURB TRANSITION ROLLED CURB do GUTTER VARIES R I BACK OF CURB LOT LINE I APT FF--1105.0 6" C.F. 4 _3/4"'" C.F. P=1104.25 PER PLAN PER PLAN ,. TOWNSHIPRI BLDG. 15�I � MARGARITA &wsay comma41 F''"� ROAD . - 6.5 .�.{ 11.8 FF=1111.8 33 12 i s' PAD=1111.05 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING THE RAINY SEASON, FROM +�-• 'do `/�• - _• : ' •' •, , . .r+ »` 5 6' HIGH 1110.5TC 5' ?.•� 7' 36' 14' OCTOBER 15 TO APRIL 15. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRADING. �''.'•i!' ; •• *- . ' . = �1.. •* i r' " +��* .; . '+'� ' '• ' BLOCK WALL 1110.OFL f SIDEWALK • • � �•�. ' � - CURB • '+ r.- r FSI �. + - • :•� y . . .. •. .�. . , . , . .♦. SIDEWALK �. 2. IN CASE OF EMERGENCY CALL BRIAN WINLEY OF WESTERN NATIONAL. CONSTRUCTION AT (949) :.;•• •• '+: � � • � • 4. - � S 862-8105. SIDEWALK �O,oE. SECTION F-F SECTION A-A MEDIAN J. THE DESIGN OR CML ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT EDGE OF GUTTER NTS NTS WORK IS IN ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED). RETAINING WALL 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES MOD. TRANS. ROLLED CURB SECTION K-K DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILESNTS AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN TC VERTICAL CURBS I IMMINENT N.T.S. KooQ PL 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. 3 R/H� 20 24 20 HARVESTON 16CARPORT STREET CARPORT 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH Ct CB APT. WAY WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. I BLDG. SIDEWALK � 36• 12' 31' 20' FF=1108.7 5 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERM, SILT A B C v LOT LINE APT. 16.0' APT. PAD=1108.3 7' 1102.5 FENCES, AND DESILTING BASINS, ETC. BLDG' BLDG. C 2' 3.5% 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE �"` =1 �= _ 3' HIG IDEWALK AT THE CONCLUSION OF EACH WORKING DAY. L1 w L2 4 8' '-PAD=1109.5 SIDEWALK PAD=1107.95 BLOCK WALL 6 HIGH SIDEWALK MEDIAN 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO APT 5' BLOCK WALL PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS A B c v BLDG. SECTION G-G SECTION B-B CONDITION. CBS w L1 L2 ?.•� NTS NTS TC FL TC FL TC FL TC FL 10. THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN 1 7.0' 6.0' 6.0' 1098.72 1098.22 1098.68 1098.01 1098.68 1098.01 1098.87 1098.37 FAD=1105. `s(0,oe AS DEEMED NECESSARY. 2 14.0' 5.0' 6.0' 1101.30 1100.80 1101.40 1100.73 1101.66 1100.99 1101.75 1101.25 SIDEWALK RETAINING 11. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS 3 14.0' 5.0' 6.0' 1106.25 1105.75 1106.32 1105.65 1106.54 1105.87 1106.59 1106.09 WALL SUBJECT TO CHANGE. 4 10.0' 6.0' 5.0' 1110.34 1109.84 1110.47 1109.80 1110.62 1109.95 1110.69 1110.19 FLOWLINE R,� 5 3.5' 6.0' 6.0' 1111.98 1111.48 1111.92 1111.25 1111.92 1111.25 1111.98 1111.48 c1 PL 12. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO 6 3.5' 6.0' 6.0' 1110.38 1109.88 1110.34 1109.67 1110.34 1109.67 1110.38 1109.88 '+ PERMANENT PLANTING. 7 3.5' 6.0' 6.0' 1111.38 1110.88 1111.30 1110.63 1111.30 1110.63 1111.38 1110.88 S ECTI O N L-L 20' PL 13. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT 8 3.5' 5.0' 6.0' 1102.00 1101.50 1101.82 1101.15 1101.80 1101.13 1101.76 1101.26 CARPORT R� 25.3' NTS ' ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 9 7.0 5.0' 6.0' 1105.96 1105.46 1105.67 1105.00 1105.49 1104.82 1105.35 1104.85 MIN 10 7.0' 6.0' 6.0' 1101.51 1101.01 1101.46 1100.79 1101.46 1100.79 1101.51 1101.01 HARVESTON 14. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN 11 7.0' 4.5' 4.0' 1104.84 1104.34 1104.76 1104.09 1104.67 1104.00 1104.64 1104.14 13.25 47' 15' WAY I 19.0' PATIO API: HOA BLDG. INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT 12 3.s' s.o' s.o' 1106.65 11 06.15 1106.58 1105.91 11 06.58 1105.x1 1106.70 11 06.20 I HOA LOT 7, VILLAGE ' ESMT 8 FF=1114.5 DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE 2X 1.9X 1111 1 ROAD PAD=1113.75' Table 1 P �-�- TC NEAREST PRACTICAL STREET, STORM DRAIN OT NATURAL WATER COURSE. 1111.3 15. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF LOCAL DEPRESSIONS 3' HIGH SIDEWALK SIDEWALK WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH BLOCK WALL 1111.5 SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT SECTION C-C TO ANOTHER RUNOFF AREA. SECTION H-H NTS 16. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY NTS EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT TO THE CONSTRUCTION OF THIS PROJECT. PL REC/POOL 17. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION CONTROL AREA PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL BE TREATED FOR PL 20' 20' EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR PARKING LESS MEASURED VERTICALLY. 1112.9 I 8 10.25' FENCE ' 1112.4 � 1112.5 18. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION 4.66 I 2 5 2 D PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND APT. AT1 5' 9.22'1 THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, 8 SIDEWALK BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWN DRAINS, EITHER IN THE FORM OF PIPES OR BLDG. PAVED DITCHES WITH PROTECTED OUTFALL AREAS, GRADED BERMS AROUND AREAS TO ELIMINATE SECTION D-D EROSION OF FILL SLOPES BY SURFACE RUNOFF; CONFINE PONDING AREAS TO DESILT RUNOFF, TEMPORARY CHECK DAMS 1N TOE OF SLOPE DITCHES TO DESILT RUNOFF, PROTECTION SUCH AS �AD=1115'15 3' HIGH NTS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE, AND EARTH BERMS SIDEWALBLOCK WALL AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS SECTION 1-I ARE NOT IN PROGRESS. NTS 19. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF CL DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES, BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO BACK LOT PRESERVE VEGETATION AND BEYOND LIMITS OF GRADING. OF CURB R/V LINE 0.5' � 5' 20. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THE PLANS DOES NOT RELIEVE THE FNIN5T1 GRADE TOP OF WL DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 22' 3 1100 --_ .�__.__._ Y �___--_ _.-.__ _ 1100 PARKING 8' PARKING 6 DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISION SHALL BE PROMPTLY _._._ ._ __.__ .__ _. _._. -_. ___..�_�._..�...Y __.._._� ._M- ___.._ ._.__ ._-.�._..__. _.._._ _..__.. _ _ _ __ .._ _.. = 31.6 1113.5TC -0 SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL. j �- ------ ---- _._.._...__ __� ___._ _ ; _ _ _w... _._.__ ......_. _ __ _�..__. _._ _.. 4' 1113.5T OFL 1098 �-L�!= ___._____ __._____._-__...._.__ _._ _. .. - - .25 1098 --•I N 1113.1 TC a 21. ALL GRADED SLOPE AREAS 5 OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS 13.5' 10.5' 7.6' ' VILLAGE ,qPr 1114.6TC SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF 1096 G-- �. .... _..._._.- __---.-_-�,.....�, .._ __._._____.___.----� .._...._... _.-.__ .��_-�. .� ._....... _.._.__.___ _-_.� .._ _.._ ....�_�__�...._____..... ._.-..._{_ ___...___._�.. .-- _...- _ ..9.2..__. TEMECULA INSPECTOR. "� `� _ 5.25 1096 ROAD PATIO BLDG SIDEWALK - , cis 18.5' 8 FF=1116.0 1094 �...._�.�.�.-_.___.._.._.._.._ _. __ � .. T 1094.58 ...____.___ _--- _. ______.__._._.____._._ _ _.._.w-."� _.___ __.. 109 4 22. JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 10' IN HEIGHT. TIN-1093.91 '� 1115. _- ----..-- .--.--._----- _____-T093 Z5__ TW=aD92.58 C 23. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK 1092 '- - ------ ----------__. ___... ..______ ___ . ____. _ ___..._..._. ,- .. _ _. 1092 SECTION E E N 1S IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC SIDEWALK NTS o WORKS). SOUTHERLY RETAINING WALL PROFILE 19 SCALE. H: l' 5' SECTION J--J 4 '-: 24. DESILITING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE V: 1"=5' L� O3- GR Q NTS COMPLETE PER ROUGH GRADING PLAN. BUILDING AND SAFETY N 25. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR Q TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. APPROVED z DTE RECORD DATE BY REVISIONS DATE BENCH MARKDES*NED BY DRAWN BY CHECKED BY CMVW40 NOL gCgl„E opFESS�q,�� ow HG MI do CT JCL RECOMMENDED BY: DATE: S ���dCITYDEP OF PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN �, S C, L CONTRACTOR CONCRETE CURB STAMPED I?IWRSIDE COUNTY HORIZONTAL ��"� ��Fy� PLA PREPARED UNDER THE SUPERVISION OF BENCH MARK T-46-81 RESET 1997 EASTERLYz �r D�- OF THE CENTERLINE OF SR-79 AT THE wNo.28781 m ACCEPTED BY: DATE.- DETAIL SHEET w INSPECTOR SOUTHWESTERLY CORNER OF THE BRIDGE OVER AS NOTED aE .,� 12_3,-qd DATE: RONALD J. PARKS W PRECISE GRADING & EROSION CONTROL PLANS a SANTA GERTRUDES CREEK, 4.5 NORTHERLY OF * JAMES C. LANE II DEPUTY DIRECTOR OF PUBLIC WORKS r ---- q DATE COMPLETED___ THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL s,, �,,,,,. ,� _.- HARVESTON APARTMENTS PA02-0698 SIDEWALK. 9 ' CF CALF .C.E. NO. 28781 EXPIRES: 12-31-06 R.C.E. N0. 19744 EXPIRES: 9-30-05 AS NOTED "*• _ SHEET 3 OF 18 ELEVATION = 1097.163 TRACT NO. 29639 1, LOT 6 I I , i I ... ... -- - I I � L '. , ; .11 I,--, I � I �,---.-,-- ---------,-��..Z---.--------. "I" 1--�I--,,` --4----- "I" ----- I - -"".--, - --------.,-.- ."-,.--.-- I-- ---- - ---7-, _,- --��- / �, --- 11 I I ���- I - - - I e-_�-- I I -I - r . - - . . -- ,� 1---� . - - A 'L \ -... N -n---, -- � -----. --,--.- . .-..-. -�- I -- , -..----- - - - N, - - 6 ---� ,/ 1-\ -,�----- `\ , \ --- -- - ---. -- - ,.- - - - 4 !� I I/ I = __--..._.-__..-_-1 - - - - - I �, . -- �- -� I - - - - ___=�-.��---7=� .- - .- � - ----:� - ----=-- -L I---- -=-- - --.. ---- - .. .- -- ' 5,t� ) �, *-- - - - : 9,4 9\ N�, .. - �) -7 1�-,� .b I �) i T- x � i in-smin --- --% 0 --- 1 ,---. - - -T- - I -<- Io� ------------I--- - N�\ , -- , . ---I �., I '�\, - � -- ��` --- - - - -----4�-- - I .-- ­ I � I 1, ,- ,/ 1 1 10.0q)FL / ---------I - ---- --- ...---- - I ------./------------------- :�---.----1- ----�-.-.---,--�-.-,------.---.- � -----.-..--.---1--t ---1 --------.-- --T o-*- -1 � '��-----� ��- ---� ===-- - - .- - - :;� - - -.- - , � . -3 1 . -11= ..�--- --=�*� '. -"�-�-- ,- � -,-�"1.05) --..,.-.-".,. " I� 41, - � -- - - - - - - --r"-7 1- .-..-- --- - - ��� 1i I T2.-09)" i I I&O "I # '19 -.,--- I=. G --- -.,.- - - --.- -� � . � 0 I'll l I 13.76) (1113.39) 1-041 CTUDC �� I yp -","",.,,, f I - 0 N _ ��7"W ziik7l I 2 ------- BW - - 0 ------- I I N '. --- A40f�) �11 I- I/-IW:I- - 'L�L 1 1 12.*G 18W I / ,---�� L - 2� /-�- - I _ - ---'---. ��,:N�\,,:x . �-�- 123TC--r - - ,- 11 10. I - 7770.11G Ty4fm I 0./Iur 1110.11 , 1108.7TG .7TG ** -- I 1 2,OCL - - - _ _ _. - - -- = - --.- - .= - - --)�i - .-- I,, , / --- - - - - - � -- -y5- . - / - - - -- --BW -- -1 -- - -1 - -- - -�---� 1-�,, � \ I 1--,. -- - - -.- -- -- 11113, I - -- - -1 - --- -- ---- --- --Ni -k 11.5,04 � \� I F I - - �...... - --'�-- - i I I I 4 . ..... .- --�-� 1, ----� I FS I 1 1. 1 4 1. 110 . - t 0 m - --- --- I-- I o I . 0 1 1 1 . ON I . 9 111.64 b,*,I 4 11, 00 AS O , -,- "W 0 C*4 FS 111,10 111 10.0 F57 c-q - - �-- 7;;�-- --- - ---� N71 o06'47"W Z-Fp/� . 4 �$ - A; fCN �$ CN --- -Fo ­; 11, .11 I ---. - - ---- -- - - - --- FG .1- - . - - f FG - , -� 1. 1W ----- I fill V J1 09.1 IV I V � � I I � I - F' 1 , ,.". ,,T ." Lt 1113.5 06113.50 FIG 11 11.80P ill-80 , 1111.80 p - . F ' 1109.90 P 109.90- , I` f Ir- � I I- - 111 1113-50 .. *ko.. AT , ,.7. It X 'It - .. , � 0.F. 0 0 . . E FS 0 T . . , !,: r- ' . - ,.. :;-, -'-� -, I " I i I - -. , -� fill I 1112.0 1 1 - .I Ir N's-raffV14- A &Wr 1108. - �1 ' . ----.-.-.-" -- .12a. 11 • I. 6 f., 11 I . ft --- I . . :1 t;N 2% - -.1. 2 . . -, �m*- 11 12.75 - -..-. .-- "I- 11114. 1 1, . .I J., "', z- I-,,. =:'�. F -.- --- .. -- . ,. . . . .1 �- � FG �v 0 onN, 1-07 - 1� ;, �,� " -4 � '30N I I �- I . .;, �,�, - ,v' - / I . - ..I�,- ;- . 1 .-.. - - r�m I ",i�� , � . . I . . . I . . O 1110. L 1112.10 -ikN - ' I . � I . t .:: v"I., A," I 1 1.6 . . . 1 . . / 1� , .��, , � .i,V K2 � � �,�', , ...�;,.:, FS ,-... . , � ,,!I I - 7�, xk. 1 13.00 I i.- .,.",�,� � , " �� �.-.�,,��`.'11,111� ,��i�`7,�,1.11� , -.... . , - . FS ill . . ." I ,'�' ,;.-,.,..�'. .I ., -,��'1�4 1.1 'IV . Z) -;, �, " - v i ,-;,�, t-*) - I - ; . I "-��,.:' �.f- .11 I111 - kllsj .--, I .I- -1... .'' , ,1. - TZ.. -- .. - , ,;� .., , I ---, - . , ,,,� .1,� . - ­ .1";: --,i�, ,� ,c.i.� I I ----- = - . . . . . - .. : ,��;",�,��!'!� ;#,�, ,-, . .�",: �,!,:,.- FS ...... ,,�; "C., .-�,,- ,,,,,.� , � .1 - -.��;, .v, - ,�� -.(e�,�," 't.?A��r't-,_,ij .- �q ., 1 ..,;, - .� -t I 1. ot�-�--, "��- I ... . � '. I I... :, . �-a -� , 1113100 Gt= GF=111430 GF=I I 1P.90 GF-1109.FO �,-,.,-,;�-�.. " I..' . 1 1�2.5LGP I "'�,:,,;�',-,i,:�,,�: I .. I - i I,, I I.- -, I— . = - . '. .. . . so - - - ON-: - 11 �' I . -� 46 i , , I . , �- , ..:' � 11 GF= I m 1 1112.60 1 --*--' - ";�,, I � -w- ; " Wo IMF. �6 � I , ! Ill. v I m camy) 11,j---., 0) - , - 4777 7"� j7� -t �': , i -.,. - 11 . . ". -�.��,:�.--. -,��,-�, �,- , "., ,-'�, - ,;.T _ .� ., . 1�1,77-,�, , � � '. . .. �,- " X -W, F� - , , 1�11 , �. � , . , I " : ; "'..,!:;i.-t,4��1 , 1, .461rc 0 "i 1-01 0 - � -4 9 .9 0 F1 , , 5 Em. I :i - I - ­-,-, .. . � : � I v:,j,-10, 7�,., -.-, , , .. . 1. , , W�,�,,. I I ,�': ` , - -w--, , " , .., , I , I . � I . - -ra . ., �. , -- r-, �`': , �,I '� , , . 1. ,�-�,p j I � , , - 7�111`��"'�iv ' - '; ,. - � - I I- .5'.� IV" ,, - ..I � ­ I, ":� T ,�t, 1�1�0�,; I �� ,. ,I.I I 1. . . . ,- � ..., - - 7 "� ` '; � , 4; FS ��� , , * , 1.I-I , 1 I.. N1-0 . '. I 1.:�- 1, .. , - � , ,�! ,. I. .�� ._'T- -of 7., , . v .�,, �-,'�-, ,;,,,,, " �, " . .. I , ,7.,..--,F.-,-.", , � I , ,�... ,, , 7 , , ,, ". 4. - - ,& , ," ia �ELM ,; ., . ffff.'06. �-- .�, I 1 3� u a I I .. -1 - , I 1. .. .. .. 16. ­­. ,- ;,'-- , , IV - ,-,!,.. ,., ,� , ��,� .ff 777 � 11 I A., 11 . ;.. ,� �Q� -��! III&W � .1 7k; I ,� CF - ' - . . . -- I... I ' ` ;' ,.,f "'! ' . . � � I I - T '; - - " ­. ' I ­ , --..,. , , - :, I --- . . - .� . . , I --...----- , il�","t• , I � I - . 1. . . I I 'o ,��,.7;,� .� ,,, �,-`, ------ �? , 'be I , . . 1, . I , � . -, . I " ��` 1, <� ; 7 . ... FS ; 11 . I 1, u . � , - . &,", . , .� ,: . . --, :'' : 4 � . , I . . . :. � ir 1,� ­ FS I.. . . . . � . , - - IIZI� � -�. .--- . I�.,_ - -,- I "I'll. � , .. ."" - 2 1. .1 It 1 . m�* , I ... -.� . , t%- . . �. ; '. " a . ,-����::,;,!.,�,.,�'.,. I ,.. . , - ', ...�:: - . . 1 4 .. ," ". , . . . . . . .. .. I'I" - . .;I ,. I • ­ ��, .' '. .- .'A�. . . , , . � , I ..f . , I " . . '. - I . , . , ," , �cq , . V) " ,`,�'� 11 , ... - 2 I I; 1. . . � , ,,!". i: � .,.�e. , 1 �-�' �'_ ' , I �-­' ,� - ''.; I ,.� , " 11 , :� , - ,. . I , : ., , . I .., F, - ,- I ­.. . - - , - I � , -, 16'' � - I . 11 I � .. . - I , 1, I ,, I , . 1. '.1 �:� �," . . . 1. . " ! �1,� , - 1.�.'. , � �1 . I - . . . I , , . ... , �, I �. � t-,�-- 1. 1. , , � I.. , , , " , I I . , - , •.11 , I � I . ,, ,I , 11 - - . . , 7,12 1, 1- � . .,:,� 1. ;... . . I '':'L C'', . . . . I . I I I � I . I : 1 - - �3� , . ., I , 1� ,, - ,� . .. ,­,. , I � , , . .. .1 .:, " ' . ,. "g "A " p ;,; . 1. � ,� I ,.:, I , ''.., - I ' , . , I . . . . - . I I A, , I I (SAIrt' I ..� . I , . I , .. --- . 1. - I ,� -1-1., , I . . . � I .0 f.q *,A . . I ,� ,, . .. . I I . . . , .. I I -�m --- , I - . --1 .L.;. g * - . I 10.1*k,m 1 "4. 11 r I. I 1 -4 .-.-; . . , . - . . --a -7-- o .; . , - . , , , ..� .1 . - , ,T .1111,1A �". I � :. " , t 12. , I , � . ., I � - 1 �-t6 . . -i 10 ���,., 1 ,25 - ""1` ."" , .. . - : *-jrrA- --- .Z)70." . � A , I ,1, I I .. . G .- . . . . , ... - 7 . . --- - 4 f A51 - ' -. - .- - . '"t -:�oolo� � � 0.82 � -- -tl09.-76FL . 2'. . . ; . .., . 12: FL --- . - .55FL . - . . .., I - --1 -./ U � Li!9e=-- - 1� Hill - F1 CR ) �',- .el-,-�- .1 � - ,11 I . Ir- x \ A - ,- --.� - ---- - I . - - " , . ,. r -- ...7 - -F -rF------ - - IF I I I ,;, "'. ,'�- �: "� �4,�� I ." - -41 ') - - I I . -�F I . . i � � 11' --�l I I - �1,5;q - .I� �.���,- T1�1`117r; - I - . .;�-! - 11 � .1 ­­:'­�� . . .", ----� . - - .."..V- . V11 .1 1 TC I lo � Ill, ",*�l I 1---� 110,44TC a . .V�I :i : -. i � 09.28 ----. I I'll, .11 , Go' -. - . i 13 12. 7FL . FL IM 11 - 1 1 1,69FS '- 1--lo e- ! -�� ' . . 11 . ,,.,, . -I.. -,� X , . A-6.,. bt 108.78 -E. . W, � , , 1� ,E"; bt fill. '�*� 1110. I 1 0.79 "-� I u.4.Y1 lt,5 x ,-.rl I -", 1,;- , r�- I � I I r�- bmuz 39z 1 V� W. 1r, ,��"- . .26 h , ,-� ':1 '1. ,� : . "'� 1�'6" 6'.-''." ' ' .11 11 . 1113.191 111 112. I,--, �� 1 1.82 10.7, TC 'f 1: 11 109.99 pq I.: I -----� . ' - - I .,"!;�,�.'�,.". :..;;."���,� - I 1 6" ' .��' 11% - - # ..� ., ." ��:1,�-�:�: , " ... ---,---, , .�, , .�, , .�, ,-----.,--. ---, -----101 LINE , I, .�, 1 '2.-OF3 - - 1. 1 9.03 --- ---, f � .�, �� I 14m. 11 1 .91F3 ` I 7FFS ----- -L -4 , 11 , , _ , - , �';6 �", I u ! - Ul 2' FS 1�� I (I i 1, . L� I 11 ,. ".I I . ....--.. �. I - 0, , � , , � �� �..,. - - I It i J-Ln i,�ir r�,�6�'6 �'-� � -,; !!� , - -- - . , , . �`-', ;;. �!�. r ", ill . 'I 108.,50FL LO . . ., . vll� �,��L,,,� 1 1 . ­6�,i ' ..1. �ir- #', .,, � - 11. , , �,., ,.", �. 6 1 .:6��1;-'; . " I., I - I - 4.1.1 -T I I I lYTG .. v I .. -. !''�16 :' - -f ,.I I 1-1; . A- . - � `,, i:-6:,` '' ' ` `5! FS- 64','. '�-!�, ' -:;,�"6 1109.1 , t_ - �', . �6k -- ",ft " - v- N . 11 1� '... . . , . - 1:��: . .,-�;. ,,, �- ' ' . ,� .; , ,": 1.6." 111) ,, .-. . � --6 ;!,,. 7'.�i ' ,.Z . .6- .. 2 12.0 11 . . 1, ..Ir. 6 I- .r!'-,0i - .� , S, 917S JiV 9M 1108.87FS i�,I , . . [,'�"" , ;,_ .,I I ll-6TG x 49TC �-- - FS . i I . ��,�,�-,�.- �:�.�..�., ,.6, 1 1,I 11, ,� 1 1 11.4TG k -, IlIzu _. , ,J6., . _", .,,� -� '7-� 61'...�; 7 I '. 1 1 1 . - 11 . I 1'�. �`11.),,� - I f-I ill 11109. ,- - I � `,` '� 3.271 f t4` 1112.0 ""' I L 0 46FS - . I :. ;�'6 111 4.4TG r- 1109.9 1 2% . .,"." .�-"_�. 1393 , FG 1106, . � W -• �­-�,-­""',,'�':'.��6"1-4� ...�,.�.: . 1 1_1 F6 0 1112.0 2 i -,--.. I r, I , - ` ;111 , I I.. I , I I 1. 111 I - .. n 1 1 0.90rc 1 107. 6FS ") br A."i 1 :'11 , FS 0 r I l0a .0 W Cn I: 0`:1 7M., -----a -� . I 1 � : ��- .. .. .. : 1 1108.330 11 . a . "�,� il- ' , " I., .1 ". 2% . / "'. 11108. 1 . . . - , - I - 1 . 106. .o---- �'-i , .. �..6 1 . . .. ,�,:�-� FG &O.. " - -� - - - . . . 3FS , -I .. , I. I - , ,-:. ., , '.-f I-� 6 , ' . .� �.1 1 I I .. -, v- - Z�- I 1 rrC14 : I �'6, v 4'�., " ,� ���-,,i,.�,-,,�'. 6% f Cgl-�4 I .- � I �_ �. �.���', �,., .1. 'I 27o ...-� y---- ..,. " ;,....,,,�'.� " .,;,,1-,., , :.-,,". , , ddg 1112. v j -----�� - �-i - U) ... 7" ,.., ­ 1, ,,-P. ­ " 6C :.,�:. , . 6 ,7z,77 . ."' . , ill 60 110z " , I. , ,F ,. 1 -6 ., . \ ":. . `�"-T�7, 4 71"T""Ir ., �-- I . . . 't""i'.K, - ----- . . �I . , . - � I � ------------" . , %�:`, - , ,�1.; I , 1-1111-1� .,. 1, I ��11. ' '.,� - "�,,,,,;::� FS FS �= 63 El I 9 �'­ 9 r-- 17 -". . !�v . . �, 10�1 . ,6 -",-, , I , 1� � 6 . I . I.. .I @�� Pi .,.�.. .I . , � ,.".,-z- .: ;�� ---mm"m a ��2� , I . ;.74 , .il i �I,..J I --N .4 . . ..,.1. X ,-�- fill. -I , I ,'. . , �:,,6 . ,.:......V, '. I 11 \, 12. 111 2-k I ` 1107 63FS 4 11074 .I- , ..",. 1.- 1 . .4 - 16 -. J-� 112.80 . 0 1 i .1 I ..' '. --\ , !� � , : I ��, :-, \11& . - , ,, , '. I . , I%)" ,� � . . I FS . -11 . . . . , ' -�,�. I I � . � :,. 1. 11 ,.,!, . 1- 10 FF v ..,I I . I vi , . 6, . .� - 1 1.0 . .. . I , --- I I 1%� " .. V) I . 6"TRANS, ..�, I . ... . I W - -. I. A . � "'. �_ '. ,.."I ", ­'- . _ . ,i�. . .-o�--GV&,. 6 , ---.40*- f.ff In .. _e . ii I PaMn - :, I'� .1. . .I.' .. 4 ,- .1 zrvr!.-.- ----- 11 .1-� � . 1 I . '.., I r A .. 3FL-- I 0 F "20Q� )ENIM 1.1 - " ,��' .."�� '% '� 1%. ON" , . . I / 2%- 1 - ,''6�' . , �1.1-I 1 1,,.: I r% 20Z 1 - � , " "1 -6" - 11-13.1 -�.,:".�-' ,;.��Al I .f I I - .F 7'' .1. ,�. I . ,�.�-.,,..'�, .6 Mr. ;..­, 6,;I.. - - �- 0 ---,. I I � .. ,,, �' ., - I I 1�.80 1 1�2-80 . _ 1, 144.--- I . I I I - ,"' '' �-r�-: � �: -(.I .1" 1112.80 - 1 112.8 1 .�l ",� ,!,,:. . ,!� j: .1. .... -,,.. I FF - I . ...44 9 11� . . , ,�'t . T 11 I ,�'! , L `," °`"`"` I .." . - K --- .. Lj �, -����, ,�` "", r- F - 110 . � ,' ��4� , 1, : � , � `FS - I / \ ,^ft. 1 1 1 ,6 '6 , _ " , �� , 07,I LTC ssss' GF; , .,�.,".6�,7 .. 'Po I. . .. 16. �":, �,�':, ,.' , , � ---� L- - flO8.2TG %.7&J I I '. � ' 6. ­,� 1 1 12-R I ff - , - -- ,�,., .,,.,�'.,,. .6 _' '..-1:66',.-6�'�, 1,. '6 L � " -,"k . : - -��,,� 't -1-�. ' _� ,-- I I , ill � I I . 1106.68FS - ., ���,� ff) . ,,".�.,,16",�­, 11,, ,;'.. , " 6 "I - ( . I , .. 11 6� FG I - .7( ''I , , � "1�41! 1 . D. P 'm� , Lr) ,; ,.- , . - . " . I I. 6, .�-,- 1 16� I ----"- , 0 FS 1 7 - I 107.16kl ,�',-."��f,­�,�,���61,�'��� �6 �), 15% 1 I 1 12.6 , . 6 6, �-�.)�' ).�'�;.-'., , :.'r. • I I F-1 , .�. ,, , I �,;- � I I .�,6,�� ,;, V� " .0 v 1.7% ! I ,, I ,,�I-" ai��,, , �.; I . , I lO6.MF5 � . 117 - ' i �� - . I coI . �111- I " -� . FS 114 1112. ;-, � , .� � , 11 11.5TC . . 6 .I ,.... ..�;�, � Y`�','6,.;";��.'I,-,�--� " . -�� I Fr. - I , ., 1 i� , ,�i 6;� 1 - P . j � . ,.6 . .. I , � , . - 1112- ... . . - ,r � �;-� �,'�6�!"6,�'i'6'�'!;�,-- -���,���;,.�-,., . IFG . I, 7 44T1 107-35 � I _ � . - , , FG 11 iiii. � 1. ' Y� ., I z: .. I .1 I . . � e .. 2 I . �.,.. � ;,:�,lr,�I 11-il'','!�"',-'6-�- ���1�"'� .. '- - 124Z AO% . ? _ m two \1,;el 1 1.6' ' 4 . 0 - -4 1106.5 ' - I i 1 "..1 ,�' - - - 3 ul"""."1111111k" D.F.F FG 3 6.6 07.=, , . I ., , - -a*- -I . . . . �.��,.'' I .�'':, '.,"�,6".''��: 1 2 - - . 1 , !�,;--� �:.-"..-- :,�:-�. �-i; 1, D,F. , 1�:"-:;'�6..""'�� �? ''� ' - I 1 1 - be, . . . ! �' ., , � I ,"111111/c,-j W) loo, - jl.: 6,-."� �.�: ,�6��-_,e". .;. L�.,'�4 C14 -I 1112. ' 1 � ,�t':,".�1, '�,;-, FS 4 ,,�' ' , -�, I i FG 112. 0 ❑� C41 1 .11 0.��'�`�j�"!�)�. . 'I 106-88FS I I Vt .2TG *' . . .,�.`!-,-,`i�:���,�,' A . " .-��,.,, 1111.4 A "" ., N " .20 1107.91M ... rni - -- . " Al , - - . F9 FG , i;_ , , , :, � 1;':6"��-'L��',�1:, - �- ;� I"- 1 1 .60 7 I . 3-5X �. 7. I I----,---- .1.1 1 4 . , ., O- I I W.I. . � , f, ,,; LL " 7710. - � �6----a- I ...,*� ��;� ,'.,�;.��',,',�6.:�,. � , I j -�... 1. , 0 -.. - I � I -7G I . I - I 9 ,1 6,. '.,1* , 1108. �, � 9... 4 7 4.7k CONSTRUCTION h(QTES: , I--- 0(f 112.1M, ''_,..6 I 019 ,� E lum 2% , 110 ,�', , - � , � i 1,171. / ���.., - 1-n - = -- - I- z--- FS 107.4TG ---"*- --,-�' . � .. I"!, ,.. . . -�W-1-1 1 1106. / � I., - , z- ., I �. ", I --m - FS . - - - . '��-,`�:��;��,-"',-"7'...�,U... , . -Tr- -- -I[- r,:z,- --n -_- . I . .1 . . . . ,.I : ,�'. 1 6.4 :r �, I - I-:jl 0 - - .(,�� I .. -- I ----. ! . I 1 1106.77 16:'-. ;6',". I,.6 . �,,"", .&,I . - �, i 'I, . I I ... - 443m --W TC I �:��`X . --- . --:;�;� :,.� 1 0606- CONSTRUCT 40 THICK CONCRETE SIDEWALK WITH 2X MAX CROSS SLOPE PER CITY OF TEMECULA , , , , .�..- 110 ; . 1105. 6M 178FS�,;; �J" .�" , �-,�6.:�, , , ! 1i 35FS 110 %.F ; r. I - STD. NO. 400 (4- W!DE MIN) ,-. . I1 I's@"�:-.!6".,. . " . t-,�:�ri-:1 11�� 1, --,- 109.7Z) W1* 0 110 � - . .. , 1106.44 1 S . I 0�-, 1--ol �-"�, $- � . I . I . . - I---" / . . 1 17 ./ t!i L '193FS -1� , I- 1 ,: . ... P� '. 9 1 . FS I To. 81-S :� .�'-�:`��'�;�;"�6�: 7:' ' 0 -m IV .. " CONSTRUCT 6" TYPE 'OA-6'p CURB & GUTTER PER CITY OF TEMECULA STD. NO. 200 6' -j - "" . . N 1---1 �� . '4 NIN, PI) I--,- 1 6 0 jl 1 ;, L�,,, I 11� ,. � '% '1� N 110-- m I 1"m " ' . ,_ ,, 1.2 - ,f;...,, . I .:�--,, ,- - -��-"�,,�,',.,.,, ( -- �,� I .,. . 'IN ,; ,� 7 LL' -,`�. . '. 1 12M T19" r � ..1. .6 1 3.5% . . , 1�., ­ . . 76 . I , i�.,���,j".,.' ' ,'. - lot ly1fl4vF . " 4.. - .t'l 111M 79 %% -- S 1 FS CONSTRUCT TYPE T-6" CURB PER CITY OF TEMECULA STD. NO. 204 A , ,�'��, ' .�. . -- f� i. FS -) --- -�- . .. . " "'�'. , - �...., "", ,�. ., I . . ' �_!,i6��I 1 6 ,�, � �� �,; .., L H I I 04knFs I I� . . T -,-- 0 � , . I i� ... -,� -­ .--M .--....w.- I . -1 1, - -j L . ��-'�"' '�" ,,� ,;'�,�, 7f,�, .�,�. a,� aw= -, . ,,, . . '. -.� ,I I . I ':. , �,,..,- "... . .I I " . .. I .' I . . � ' --,�,,� . . . , . ' . .11 � : "A77- I . " �"f�;'�i,�, - , . I .. . , . ," ,� . I . . '�'7"�'-� ,. . . I : 1� -1 ", . . I . .6 � f., . . I � , , I . "I , , - �., "I ' I - - . _�,�,��,6 '._ .. . I 11 . ., .1 . ; " " . . I � 6, ' ,.1, , . . .I I . . I�! . 17 . / �.. I,I , z,: . . kkk �, -�. . 1� . I -.. ,. i ,.., . .1 �. ,.. I .I . , .. �i.�'I � . '' L A 6 �. 6 , . I 1 6 ; . I I . 4 ., . - I. I � . .1.':T', : .,�':- L . I 1 6 m. . 'L' I t -, . I.6. �' j , - - 1 106."R) CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY OF TEMECULA STD. NO. 202 . . , .1.. :,''; I I .." -.� I . : � " . , I ; I . :1,. " . ,, ;, .:IL' . ' " IF'S t"",, ,": -,���: :- I. ' I . . �6�.- 1 ....m, ,,,-- I 1. . i.. ,..I . . � . I 1. -I - ,,,-I ,. .. - .,��, , 6...L , . 6t 6. .1 6 1 1 1 ,.. ,, �,- 6 1 ' ., 1: ... ;, L 6 . L . �!.. ,- .. . 6 . ­ 6 1 . � , : , L ' . i ^ '�"` ,�,!�",�.'.'-.", ' (6 6�61� 1 1 . ", . . I : � % . .. . 1." . ,,I .. -.. 1. � ". � , I k . � '10 6�� �. , �'.�. , . . I I ,� I:.,I 1, I ' :- 111 0, . .,. 6 R , 1 1 Q �, 4, :,7 . . .,c -� 4, , ,�.' 6,�i- - �. : .�; . � ; . . . ,'i ; :1 "6 � �, .' I ..� ., I., :' '6' �- ,� . . .. .1 ., -�... I -. N I I : . L 1 , 6"� . I . , , .. �,�;.1;1 '. : ��"-,: - . 6. .�,` I';',,�," ''..66.� . � . ;, , .,: ,.4`6 � r . . , .. . . .. s, � ,.."L.,';' , 1 � :6 . . , " . . �o i. .., I ' , . "I 6;..,, " I .�I ,11,I %- I ,:, I, 6 .I . ,� . . . 6 6. . , ,.. . -- , � : , .,1.6, -,�.,. , �,, - . I'' .. .. . . .%i� :1 ,,, ��, . ... "I , . . ,; I I .. , I �"_ " ' '..j6 '., 6 'T.!' ""' �6. �, " I, :1 6 L 14) .,, .;, , ,. .4 . . - . �. � , . L. A . '. . ., .. ,,, .I .. . , ., I . . �,,�I�,6,� ,�. ' L . . . " I � . . . I 1 6 ,. I - . r 11, �� _ ,i",__,� k . , CONSTRUCT VALLEY GUTTER PER DETAIL 212 , "' . : , . / -.:. -I.�:: ., "'6 .�- 7"v.�I 11 '7, - I . , � .- .., I ,. . . . .7 . % , .11. . I . . .. . . '6 . ;I' I . .I . I . I , .;11. . ,-�. .1 . .6'. I , � (D .., -I,'�,�,- �*,., 1�I , ,- ,1L.,- "'�L �' ". ; 1. - 11 1;I:7 •. .'6 '`� -' ' � ,", - , .� . ,,�''..:� & �: , , , - : ., ,. I, I �. I . . ' , .. �.I I . - '6 ")- , 7 �J� �':�, - ,, . j . - .11 . .. . I. , .., I.. I � I , I'i I..I , �, � ', 4,, . ,i, ,4i� , , , .. , ,""�L:6�,," I '% ' '. . 6' .. ,. ;--,:, . ,,. ., I, . I . 6' ' .. . ,, . .,. , 7 I I , ,. ­ ,"�.. ,, .:��: ;, ' . . 1 . , ,i. ., .� . :� I,�, . :.� , �:-- -, -- . .. . ",6.. .,..,..I :- , , , ^n .I L�1, �; ,-1 "-- -,I --I.4- , - 1, 4, -�.� w�"�-m ,,..0.I-,.I, -. � �.- �.L I . .� L " , - I.. I - . ,. . . . I I . . . Ph ..�i ,f .. - .I - I ", , , �' 1��6 ,, .�;.. � ; , I "�� "�6 11 6 1 .� . "I "..- . . .: ...� #1-%7u T -�, .I I, ,,, . I . .1 , e- - ,L , I � ,,. ..6 . - ,-1-4�- �- I . 1 2%6 , . . .I'�� . I - -� I �, L�6:� �-,, , .- . - .1, I I P .6�, . .� .1". I .. . . . r I I . . I . . I I . . - - �I 0 �. " . $1.t , 6, 2%�. " 6 , .� I 10730 I - I I .. I %Lvl.p I.. � I I I� . .. , L�:�"4�-.,�! �:;�.1 -�' - - 'i Tr a, I . I , - I . ".!� `, �, .1 , : ,"., - .:;:... . . I .1,�,, ,- ; ��,�,,,,�,� , , .��: "I CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL SHOWN ON Sw 2 � , �._", , ' " I ,:,I,lt� � 1 66 - '�j..�:� 6"" , -,,, . I I . . I ,..� �,;........ ,, . � ,, , I . . :' �,,�.5 I 's .- i I . .. I I '1 , . ,, � , 0.6 / It '.� I . �', _ _ , , 6% S ,-L" 6 1 t tooloft,: .". ,-, t,I . I im.it, .� 1.21% . � " j, I ub. u 1 r, . (D ."Y'Ll: I.!, ' ' " �. . -�'' . , ''I, , , . , . � A 106-00F) . . .. Ce , .. ,,�. I �� ' ,6 4 �.. � .7', . �,. - ., . N "- I .. ,, , ----a- - I . . I , ' � up . .� I I i - ; , .. . . . ) U � . ' "'.- .... ') 6 . .2 x FL- �119 I... -.m... = - i. . . " . ,� .. , I J OF130 " I ­­ _ �-... I .I..-�,-I �0 1110.3 _ .- �--��-� - , - -- � 'r . - - - ==sm . - - -on-"- " . - . . , . . I . . . . 1� , 6 . . .. . . . . . .. . I '.1�" 1111.75F5 , :. '.�. I .:t�� ... �1' 6�:. ,3 � . .i .1. .. L, � I Q CONSTRUCT CURB TRANSITION PER DETAIL 013 ON SHEET 3 ) ." . " . . I 111.1, . �- ' �i�i:""--, z - I \ / -� - --T I I � . , .1 . KISER / ...- I . ,�. ,. , "1�. �.;,,! � 6�.;'., I.- , , , � .1 . j- I/ �/ a I 6 . ... j- . "" I ;.1 ;.t , 6�-. . .-;--: � Ll 4 1 JQTC .. .1 . ... ., I -� ': , , .. 1, ., I .. . '. - . 1 6 , . -, 11 , - " -101[04M/ . , I, �r;��;�-, . ­ ,. ,-I L . . CONSTRUCT LOCAL DEPRESSION PER DETAIL P/3 ON SHEET 3 .1 � . 1"* 11 -1-Pl- � - / I .. ;I�. , . . 11 &I.. �� . �i 108.,5.9 v - 'YIN I . .1, 0 / .. I . ' ---�- TC 1W T I IF , I �, IP .,:, , 1. .. ' I i .45F'S 0 - 1 '07.95 1 1 '�� 1---11 -� i , � �,, -;, !. -6:I ----. ---, 4t t�,.�,�,,, �. , 1 I 10.47F4, 1 1 t,zi . , . 6 08.39 11111b ." . 1106-27FS .. "I 1,. ,.1' .111.!.,.,j., 4.,�11, - ,,P� !� r�- 13 %14 n � :,. �,, : , � 04-OOFL !.s., -6 1- 1% 1; .. �I ,, �,j 1 ., ,1 ]'.6�:�"6�'�', .... C4 %% . • . . CONSTRUCT 4" A.C. OVER 8"' A.B. DRIVES PER SOILS REPORT* -j I.:"' �, 4.i,�,�.,-;T;I I . . I-Pol 1"� ..I .,�."1 .1 .I ...I -� q 0 ".::,. " . ..I , ,. � .. ,�. .. I - .1. .. . . " 16,;'.", �` .. .- I I 1: I 1 .18TC 2 .. 1104.51 ' I � ", `� "�6���'-,. 11­�- 1----� -- � aa - I ..��.- I - .. AP ,.�4�,:� . 1-1 '. � � �,�, ',��, ,:Ko.,-,, I �.I 1� !,� :���!6 1(f� 1. I 1109.19TC P I 06.60*111� � 110 9 L' -1 I , ,, A , ,:,.. , '�' 68FS JITC I . . f I I .11-1 6 ..�. I Vl I 08.�VS 110"FS .olFS I . CONSTRUCT 30 A.C. OVER 6" A.B. (PARKING) PER SOILS REPORT* . ' ' m --- OF I 09 '. , � .�. s� N I • 0� po 66 . 6�%, .; I,.�,.-��'�.' ' � 6 � I- , , , : ,�..r L �6, , , I 1104. (B . . � -,,, "J:, �L 1 WW" I ,� -, 6 . . � ,,�6',�,,. ,.e�,". ,,, :r.: �f, 1-� ,��, I',,s,.,-.1.I 1:I . . I � ; .110��,� . ���`�,,',�:", - - • "6 ., �,I�. .�, - &�. '' " , '.�"7� � -:� .. - i 'I , I IP (&l I . TC . 6 . . .. I -`--,-',`-- -,--,'o07� � � - swoop 6.�", . �'- �.". ; ..�.-,e ,L,-j�,, 6�, . . , , , , ,, ­.� . - ,. 0 Vlow , . . . ':�-9 7,-' -.- .-";, I .. , 6: , - ,� ''�-.." ; - b" 18 1 1 1 . . '': It ..'.- I�,:-��I���6, ,;, . 2 - -- it 161*.15TC. A:)' I ,, CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE PLANS (PER SEPARATE PERMIT) . . , , . -- �, I ....1 � �. , . ,�,,,;�, 6 41 ---- . I @ h ,1, ,,� - . I I . ,, - .. 1110. �"`, , ,��,`,:�, ': ''... � .; I lO5.6WS;- - v . 11 . . .. . I . . , . 11 I I. I , � '� 1108.7 1109-25 . 105 . . .. . ��,� Q\1 108.6TC 1108.4TG 108. 110 . - . . 3 �-�'6 1 i 108.7 '7 16 3.619 � 1 110-IR ,�.:,, ;"'6"�7L '� ; _ '. ; I PAINT 3'* WIDE TRAFFIC BEARING WHITE STRIPING FOR PARKING STALL PER DETAIL 112 . . j - :"--I . • 104. @ FG !.":_-, � .,�- :-j 1109.00 � ,I, . , "" . ,6 � . .r,- " I �,,�',, ,,.:;.�I I VI ': . " 1 JCW . : 6;,� ;I.-, ,- -,;,,,,,,��,�-,,,.,� �, J I 10. -------� 1 1 1 " e �p�.,� . t�jn F "' '6''. " " .1. . 1 . . be 02.WR -4:f6�'�--� 1 ' I .. v- .1. . 1. n? I ;,, 'T.i,., .110 1 86. 1 1% ..� , �,� ,; 1--. . - , . I,' J�V ,-6 � �',�'�`�-, ).,�6,'.-­ � , I , 6 ,-,� , - ---- .. � ; . . b 1108.7 -�108.7 10 � - I " CONSTRUCT CONCRETE DRIVE APPROACH PER DETAIL Al2 OR 812 ly�.. ; I. , ,.�7 " �I I ; . . 1111-03 1 11 7 . ..I I, 8 ,z" . , ,",Z �,.I V..I.I .-" I" " 6,.,.., , . . .I. C4 - . 6 1 1 066 . -� 11, 1 a ,;S. -.1. . .�__ f o FG 15 ------- � I.y,"'. - I r" I 9 - --I- .------ . . . ...mm.k '- �,-.' : .''., FS 1108.7 - - ... 1. .o�� I 1 04. * 11. I L -/ . CONSTRUCT CONCRETE TRASH BIN SLAB PER DETAIL K12 r�z ,,, "j, . 6 0",� , , . I.. I.. , ",- "'* 6 �;" I I I ;-"L' -1 . I I I . lv - V �, ,, , , . 1. �' �", ' ' � ,",., ; 1�.-.�. ; .1.. .....r,--!.-:���i;, ��- , . 2jG NO, I , 1 t05.1 1FL 103-OTG @ C4 . , -- ; .1 ��1.1.1 ��' ..1 ., , ,�.. � . 6.It; I . . I. . A I ff,-j- I.- I . ... - I � .� 'I,.. , ,. :1 I I , ,".. ;111 � , � "'7 �, 01 � 0, 1� ., -I' I. 1�.1 .� 0 -qw-� -111� ! - I..L. M. I .I ....I , ,v .. . . . .;.�, . 1 1 "-'6'"� �-�, ,L ', �:!� �, 1, 1 . I 1. . I � 1108.4 rG//l 1 . '. 11 )9. 3 1109 0 1 1 1 . 1(; _--- - CONSTRUCT HANDICAP RAMP TYPE 1 PER DETAIL L12 ''-'6 , - " . . I el I . . . . . . 16�' A, _ . . ., - 6 1, . . - ;9 �f-" .;I . 111.00 . .. - . -, - 44 v 1, � I--- Z:7 z- .'6'� . I - "- .. 11 , @ - .. " ;. .. . . 1106,0 . . 11 . I - M6&&3n I . .- " , , -1 : , 66 , ' I' . 'L .� , 4�1�11 \ 4 F!; ---- ---6-----I-,---,-- I -;I .� FS / FS ... L 1103. ''- - - '6,'__ i - -F :111� .. ��", ," ,..., . -, .-.--.,.-....1-.I-. I ---,41-> - . / .I. L-.."6 -.-.. �4 11 '• .-. �, ,. i.-I . ,", I'-,.� I'll 1. - , if 09 ." D ��v 11i. :-1 -' . I I O�WF�S I -.:,-I-- "-,-.,-.-, -. CONSTRUCT HANDICAP RAMP TYPE 2 PER DETAIL M12 I �,:.,li, 1 .4 . - .,:, @ I - - 1109.6 11:1 1109-56 'i I-'.1..... ... --,� - -. .. I 1 11109.50. 1 0 4 ..I.' ,.�,.�.- ,:-,.-.--.� . . GRAPHIC SCALE - � , C, ,- � I .-- 6'�10.- , ,,.-..-.' .- . 6-. I --- FS -I I r Fs 1109.50 1 . - . . 6" ,..,.�.---6. 1 6 6.L . �l 109-2TG . . .6.. 6 . _ . . CONSTRUCT HANDICAP RAMP TYPE 3 PER DETAIL N12 . - I I � ,, . L. -.. .,IN"-,.1 6 4 . . - - , ., .- _. - 1108' I I --:., - . _.11".-1 ..-IN '.., . . . . @ ­- - - - -A .�'. �,,:�; . '6,I -1.. .�- .......�-' -.,., , 20 0 10 20 40 ig ... . . L - - � . - � - I i I FSM- -.. .. . , . 9% " . I . -jo...'. -I... Q 7, .-. . . " . * . , , - ... ;� I --§*-/ -A - - r i ,.� .,�, &.:..;* "K., I I....,. ...". .- .-,I- . . I 2%t -- .. � )MOM !: - 3" 1 -Z -�, .L'", " LD 03-114GR I , I %� 1- - 1. 161 , / 7.OTC '. i.,7 .0 6 . .-. . .. . ., I L; .a � L � 1xKjv I ; .. . 1111.20 1108.5TG I I I I�Fze" 9 I I !� 1106.1 /\ . -.-,-.....-� ... . 7, - 11 . BUILDING AND SAFETY I i i 1 i nnn 0 Q\ 10 If.0 r% AT^ -N-4% 1109-5n ^A I i - Ft - ,ft Fkjm I I I �?A%lr , I ... G f1c, NO I I in"qv�] - 7 N 4 / I inch = 20 ft.SEE SHEET . --- � IM '�m .<//a/a v DAM 'r CONSIfUCTIM W-CCM DATE BY � FIEVISOM DATE ACM BB404 MAW I ISS/% DESIGINEID BY MA" BY CPECIQM BY & I DMVVM ha (13 SCALE 01 - - - -� -� � . 13 112- DIAMETER ALUMINUM DISK, FLUSH IN V 0, I C, t IV k^1 HG MI & CT . JCL RECOMMENDED BY: - - - -- - . _DATE: -64-?A2# CITY O F TEMECULA DEPXRnj0?r CF PLIUM WCM CONTRACTORCONCRETE CURB STAMPED "RIVERSIDE COUNTY HORIZONTAL 'Po SUPERVISION OF . - 4 � , � I "to .... f BENCH MARK T-46-81 RESET 1997o EASTERLY an ACCEPTED BY: 1�,..,� )I DATE: -A;/1?�4 11 t OF THE CENTERLINE OF SR-79 AT THE AS NOTED W No.28781 rn /2 . / 0 W- INSPECTOR -SOUTHWESTERLY CORNER OF W BRIDGE OVER W- Exp. -CS m DATE: ff.'s to RONALD J. PARKS 9 * 0 11. JAMES C. LANE 11 r /-* DEPUTY DIRECTOR OF PUBLIC WORKS .-- PRECISE GRADING PIANS -�- - S4NIA GERTRUXS CREEK; 4.5' NORTHERLY OF 'I 11, x Q I THE SOUTHERLY VERTICAL %5�* CIVIL - -...--- DATE COMPLETED Y SIDE OF THE CONCRETE I 44, u ------.,..-..-.�- HARVESTON APARTMENTS PA02-0698 - . SIDEWALK. OF. CAL\I R.C.E. NO. 28781 EXPIRES: 12-31-06 R.C.E. N0. 19744------ EXPIRES: 9-30-05 -:49W I AS NOTED o SHEET cw 18 ;� ELEVATION = 1097.163" 1 1 TRACT NO. 29639-1j LOT 6 � I - . . I----- - . -- . . I I S.: ....- 0 1 1 1 \N,�\ A-- -�- I - - ,--,-----�--- -6-- -i- _[�:T �� I r --,- -� )I r 6 t I t "� L- N �k " ML I , 1,7 - - f I 1 6 .. - -,-,- ,.:�-,- ,- 46W .-.-, -" (, 0 WW I ,- \ I -�, I 7- I 9.1 4 L .--i, , -I I� I I I - 1� I I I I I i ! i � lubd 0, a R. FM �� ►'� ' N,� 1 : • '� �► Waw"' q/, _ .1 r : ©� LIM r. A Ton d OPMe L &`j I I OF FAA gpg MR, 01 WARM "NOW Tin ORION& MR. eam 0 MR. -.Om Mi wis 4� 11111110,0 OMPROP .10M *also 610r. .. r. :,. ' Q�i�. G - f , .r �r N I I fr a l: I � , , r NMI 0 W, .3 10"MA' W19 'W Eli aml Kip WA u_ ■���I�I�I��I��I��� 1� I��I �I ��'� \�� � : - �� r r . r �r�► - - ' P bw, ARM ■• noon.. ' k . . . 1 1 1 1 ,poi-R.:1 wo IL p JUvAJ* r S V PAIN ons K-avuRmor AROPMR,40mom Mono MR KIM PIT Olt I '• �. r • r � Moon . � �. r it• ' 1 i� 1 `.'• noon -..Lr w r � I r .�A• ��� � • +•• � .�� -- • �� i � t 40A 11 VIA � • • . � • � � • � ����� • • �� � �' •. a � • . . �� � / r11 r�rrORION I w �00 • wr �. . • .. .Ilr w . ..�!j., rr . 1 ��I�O , ill" "..L, ,; rrwrrrrrr•rW-1 P-1 AWMI tow mass- 'K JrAL'i `Ak lose : . - 1 /' p 41FAFAFAFAVAMP AIWAS W40APAPAIPMMMM•--- • � a , / 1 , AMMILW fflm alt' �i MR, SO �.f�� r• /, / � �^� � ����� �;� \`71.1�■■■�I■�1�■�■■If I�.�_��.. I�■■■1 I�/� g WAW N A I EEO AW r,T, MIN 1111� POIN L"(D I 1111111q q� q __ __ • cam 0 A M lei V RM ar A - ----- ---- I . . .1 / I ,- SEE RIGHT ( � / .~�-- -� -� o / 1104.071NV y 5 L, __ J-' � 1112.2 1112.8 � A,110">< - -- '/ I FS FS ___ ___ / +� 1 , m/� ,�...___ __ __ - - �- �� y, T ";.,;.,.��'i""Ii.",.,."�,� h' T� �' ,' ,, .. r ,n. r..�'. r,r.. .. 1/1) I4.rcr .l ] ,... h r _..... .. 3 ,.. .. ..,F ,., y .1...�. ...r. v..„ ti.. ! .. p .. _� wly. 1,. i..' f V, K, n r.... r....r ...c .., r ,. .,r. ,. � �­ F. , ., ...._T , e .. r. .b ,. , r ,. r r.. '''.., [' , '.':�.;,'�':'. r+ ' � _ :- 0)T .r c :,. n. :. �. .,.. r :: ,. ,v. Ib r :r r• r l r +F' .. a ,. ... , I .I 3 .( w. 1 .. r., _ "­ . I r [ .. ...,.. t. C -?"Ili""'-. ­, �'t�"L IC x. " " � - :: " I InI .. .w.. N. M .. ..... '.tl-. ; "�. '­ """. rr,' '. , , I . . 1 ;;.�.' ""' rr �• A , .6 '.'';" , �7 5 r ,. . . ­- I �111. . ,. � 1 : F) 1.':r ... is � ., � .r .1 r . I I 'll . "I,.1 . I -/,'' '��"'­�' �!' 1 y x r: r r ` Y'l 1 �b r r) � a �: '. r. ,� 1 r V11 F / , .r 1 Co l A 5 __,___ -..___._ ._ 1 _ k i r y .71 , 1 f X11 1 . �.. M . . z �, �.. 9.... : c. .. .. `.. .n. r1 Vj , r , . .. n f. r. :�. c i :;: 1po TT ♦. .. .1,. f s '. :.. r . .. , r .. t 0 $ W '34.42 , 11; i I -- - --- ,---� .- . g r . T i .1, I I- - . . 0 _ i . . r . L. ..,% 1. FS 4 , ,. ,' r ,..'. . r .,, .. i. ,u --�.....__. ..._.___.___._ .. IF . .. r. a .. , 1. , - r �' t . - I w- / .. .. , , .. ./ jl��\ -�' ...IF !. ..., i.. r: a {.' t 1 r r , I , x . f • i 111 0 111 1 1 ... �' v A ,. r. r :,. .,t . r.f 111 .6 1 0 t.44 rt"5 1.11 .6 D. T 111.1 _�._.__. 1 1� 11 __ 11 1. OF 111 2 _..� 9 L 1 1. ,.,» .... I 1: 1109 67FL Ii 'N ' ' , 11 1110 111 1109.67f1 1109.2TG i+ , c 2.55 cw 111 T T 111 � ` 11 ww Vii, I 7L 11 o FS 1 .T7 • r 3 I � � ' 11 .60 FS 8� I N N N 16 I 6 7�111 � 11 T t'F err 5 .': b . ":"'111�i �'!"# 1112.90 a .1� �` I 111 T 1 1 1 1. T TC 1111. 0 1 ry �, ,, r Ike �,, I 1112.2 1112.2 �' '"�' �"' �"�" " "4 0 1111.4T 1111.90TC 1111.00 FS 1110.9TG 8• ", ` A- 1 �`` f 1 i , 1111.40F5 1111. / . {' r_-_..____ w�. w _� { i 1 1. 1111. G 111.48TC 1110. G / I x) _.� ' he I 1-1-�9.. ... { ( r., 1112 TG 1113 1112.2 N - N � 111 .OTG FS 1110.98E Q " I �,, I I i I �`, 1112.47 1:f 1r,. 11 ° FS �, �1Q. �.� �� w • w f 1112.30 - �1 f f I ; 1 1112.75 �--- 1 111 111 1111.20FS 11 2.17 � , t i I T 11 .6 j I { o I 1 X 1 11 T -=..r -- 0 j 11'11. 01-1 ! 11 .OTG aw { 2 ° / .- ! 11 1 9 T •S '2, TDP OF .'I� . �� -(� I "5 2a 11 35TH I ❑ FG 1.• CSP ISER ,, I , \ 1111 .44 1 -� 2 " . 1107.O0FL. / A I I 1113.00 ° 1 4 1111 2TG FS _ 1104.071NV 4 39' 0 111 y J r I °­114i I ° S I 112.0 5 . 1 .;. �- r- "! 2 T4 1 ( , y rs, �r �._.. 1� (.5 I r 1 ( 1111 T • 11 ❑ � ._ t F Af11 14 F I1 i ,r: 4 1 1% 1111.4 .- 111 a ;;� rt x,1 ti r I Z rr + r • 4 2 > L p I 7� r ,. 1' r ".. _.. .. ... x�,...... Ib! (j 1�.nAtt., :'..r.�a!'.- `Y�4', a. {n; k tl 1 1, 11 I �y A # ,'iy,. ,A >`.:.1 73�," �•' ry �.' ....�. ,,'. r Y n.. ,, 1 , H s q9. • r, y r _ I n, M.r . .. t. k.. . #. r F rr. . f 2I i:, t. P. 7 y , 1112.2 ,� I, �, I N. � 'V i „1• 4 c R »>. _._ 1 r.a a'I. L 1 , r. 'r .'v r �.: ,,. 1 t 1 .. 4 � 1 7F5. � � .�; 11 r I , 111 0. r . � ��:' r 1 c� I i t �. F � � <: G I" 7' i s" X t. 11 � ( � 4. A � { � . . �r. , 111 , . .: ,. . 2.0 w 7 1019. - 1. :..; "„ r. r .A. '� a t*' � F - - � d'_ ,�. :. �� ;,t4µ 4 r' r' 11% a _�..� � FG ., 1 a' r: - i11 [ 9 1112 T t- G I 1 1 �� f C 111.82 ��� 1x { r a. t " W I, ' 1111.2TG ,�. 1.7� .. 4 :' .. ., '..... .. r y. .. N 1 1 » , 1111 1 g � i x° I t - . / . I . + J .■1 1 ,1. -L J.. L I 1 11.4 Y O 1113.0 -_,_•_ i. It �' ° I,. ! ( N 7 t f I FG - 1 .4A C . # I I I # . , I # I .. 1 " i .. :. .:.,�• 1.� r" '.fir..° -�' , , r ,e.., .�. ..,. ..t.. w', xr r.w.- .1 1 VL .. .. : r..... >, ..:, r.. r I 11 . II 111 2 � �' 1 TC I A 1 o r ..r „ I , ,. 1112.65T J . S f v 111 r '. ., � i � •�:rN,;; 'c•.�. .+ •:.r•. .��.:,.,;' ,.:-,, t t � I # 111 T . � :n, i 1 # # # I I # .32C F5 d i 1112.2 1112.2 1 13.2 II 11 i 1111 2 4 .:h. _ C� 111 .15 �. � I G 2 F5 1111.82F5 11 110. I _ 1 I ' I r 'y1yT n t.. 1i I r HOA FG FG �. I I M 111 _ i I F ,, , 109 67FL f ! .� � I l 111 . 4 1 1�� SC APE I 0 1109.67Fl, LA t- - 1 T ,�: I I { I 13.50FS 1 . 1111. _� u 3 r ,r, W ESM F 111 I r 1111.94TC 1113.05 1112.41 FS 111.56FS G 1 , f I I b, l 19.0 18 11 '�! __� 1 12.94 2% 1 0 1112.OTG % 110. ! � t '111 ' 1 i { 1112.9 __�'_ • r 1111.80 ° i ; + ; 1112.68 12.1 G 4 - '�:t '$ N I 10.4 11 d9 �--� 1 vw I �c I F 1112.4 11 F I + f FS Jr 1`1 3.50 1 .50 N ,, , I �° 1 K FL FG 11 2.1 TG 111.59F5 T 1149. I~ i \ I 1 111 T �� 13.7 � $- u� . 1K 1 TYp 14 I14, 1 11 ,.+i �- !1-3 11 111 It I 1 \ F\ � . 1 1 -7 . I . . , I - 1-1 1?w Lzm 11-1 " " N - I n 1.7 \ 1 G 4 11 f 14 4 "11,3.i �, 11 �-,� �� ( ...' I ��1 ���tftr•�� c� 111 % Uj i�_ i 111 .7T o 1111. ° S -�, 1112 #12.34 1112. 1 f 12.03M 1111.38FS 111 G o .n- , 11 / s 1111.53F5 'r ❑ o . z 1112.87 1x1.1 1114.50 A 1111:80 ua v- j. 4 L0 L ..: a 1 1 1T 11 T I 1111. ° .` i 1112.94 7.5 0 • � f ,: :,1 1 9 2�° 1111.79F5 - p 11 i.13FS y4 R w T A ` Fs s i ' 1 4 1 •4 1112.40 � mA, �--.. l 1 r �-L 34 1h: 1 c `111 T 0,' 0 4 1 f S� \ Or U64 FS 111 1 1 4 FS 1 • 4\ ` r� ■ . • 1 N 1110.4 - 44 w r ^ 1112.45 iR I 1 � 11113.24 4. _ 1 f 11.99 .44FL FG -ry U J �,,. i 9 1111.84TC �" \' ! , , FS •� "" 1111.49F5 I � ��- 102 � 1113.3aTC 111 4 � 1 I 1111.34F5 0 _ �;'. 5• ` 1113.32 9 ° 1113• 111 .80 `11 ca - 1 T # 1. T 111 . I % 11 # FSU. 111 .9 FL �' "� L T 111 5F5 111.09F5 o ,_.___." `� pUE 111 T S w 11 f2. ` ` 0; � 1 �� \ .,, I \/ FL-109 A 11 1112.4 1111 . \ \ 1 114 4" t �Y w. ,: , 4:Q* FS 1 it f. CONSTRL&RONA0 �1 1113.03 �� s /\ idle F FS 180 ❑ i ` ` ` �. ----"`� 1 d I ❑ c� i 1 -� 15 2� I A1,-'e, t ' a 11 2°� ?ffsumpoomm" s 4> - h '\ 1114.50 � 1ljLo T n '; ` +�`� 2 1 1 .2TG �' . • CONSTRUCT 4" THICK CONCRETE SIDEWALK WITH 21C' MAX CROSS SLOPE PER CITY OF TEMECULA ►\ '\ �' -151b 1113.11 11 19 S f113.87T 11 .11 /1111.90FS �- �`J STD. NO. 400 (4' WIDE MIN) % ;P 11 .4 1110. \ 11 \ .�~__ ;�, FS 2 ,. 11 F 1.0' `1�1 T 1111.41 TC 0 F 3 t. K Q CONSTRUCT 6 TYPE "A-6" CURB & GUTTER PER CITY OF TEMECULA STD. NO. 200 �� 11 T $ 11 �' o STE 114.34 I 11 :84 { ° D.F. 11 N '� \ \. \ �� 2-4 S \ 1190 -Go 2 7 = � 4 CONSTRUCT TYPE 'i 6" CURB PER CITY OF M �1 �� 1 f 1 - O TEMECULA STD. N0. 204 A ^. \ 4-' '�� 1 4� STEPS � � Ca Z .. R ___' . F 0.6TG 1110.71 .� 1110.0 'C �' `, \ , �- "� r� ` 1113.64 71 7 1114.75 2 ° 1'S ([" { �": '.�• ' � f] 1113.50 '. 1 `. 5 CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY OF TEMECULA STD. NO. 202 11 %1 f- _ -•'----- \ FS 1 FS 114. I 5�6 ;t �-'---� . 1 "" - 11". 1 ,r ..,�,; ','"" 1 1 •5 a _j 6 CONSTRUCT VALLEY GUTTER PER DETAIL 2 2 1 1-M._ ole A\%"r ` N O / --- `: r 111 .61 FG 111 4}1 FL TC_ 1 1 -Tr-I --T 411 i � 113.75 .. 1 13.60 . (D CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL SHOWN ON SHT 2 4 i � --'" \FS 25 3' ��C�j �''� `° 1 # i 2 ° 1112.02 1111. '- 11 7T \. \ � _ ,. r 1 .1 D 4.50 11 11 4.A30 .u, . . I 1110. 3FS be 1109. 7F5 ,11 .3 -.% 8 A-. FS- 4 1 1 111 4T 11 -4 1 11. T 1 1 O CONSTRUCT CURB TRANSITION PER DETAIL Q/3 ON SHEET 3 t- \ / 1 14.E 9 ° 1 16 11 T FL . 1 1110. I1 9.0 . . 9 CONSTRUCT LOCAL DEPRESSION PER DETAIL P/3 ON SHEET 3 `� , 1�l 1 TG 1 1109. 2F5 O �, •� \ � 1 4.64 2�° .93F5 1 �° 2. .-5 113.4 111.40F"S ; 1 1 r: 113.84 GB �� ,. X,� 1115.15 R '� 4 10 2 .} CONSTRUCT 1 -, 4 A.C. OVER 8 A.B. DRIVES PER SOILS REPORT* \ \ 1 5 (� (DRIVES) N 1 \ FS gel S �; FG •y1 Ir- • , vo" I. .. ; 1 . �' 1 5 ' t '� �, 114. M 11 CONSTRUCT 3 A.C. OVER 6 A.8. (PARKING) PER SOILS REPORT* -- �, \ \ B 1 111 . 2 { u �' 24 1114. 4 1114. 11 �, _ � � '� 1114.7 � ..�.` `�.' 1 -\� ' '� c_ \ \ F c, 113,9 - _, 1 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE PLANS (PER SEPARATE PERMIT) ' \ '\ G -*, 1,T 4 i I 1 111 arc ,_ .. ..:: . ,.�. 1` I \ \ 1' ?�° 15.40 `\ be . - . 108.71 13 PAINT 3" WIDE TRAFFIC BEARING WHITE STRIPING FOR PARKING STALL PER DETAIL I/2 \ ,. ZD 4 F \ l 11 f t 11126 1113.4 11.82TC �3; 115. , FG 1111.32FS 9 _ k �; 14 CONSTRUCT CONCRETE DRIVE APPROACH PER DETAIL Al2 OR 912 16\ \ 1 \ , 1 y` $ ' 11 % 1 09.9 sF"S 15 CONSTRUCT CONCRETE TRASH BIN SLAB PER DETAIL K 2 ,4 \ N - 2�• 16 AMS 1 t� 1 1 \ \ / \ \ 2-- 111 . 1 T 11 TG 1 10.4 11 FS 16 16 CONSTRUCT HANDICAP RAMP TYPE 1 PER DETAIL L12 \ 1114.11. 18 � / ��. \ �.) 3 1113. 1 FS '1 1 1.96 " ^,&.AI � \ \ FS 115.35 1% 9 ° 1111.46N 111 17 CONSTRUCT HANDICAP RAMP TYPE 2 PER DETAIL M/2 32 ,,�1 \ \ � '"� \ 1 . 1 1110.8 a \ \ \ \ 1113. FS � 111 8FS =i! i f 10.3 .I�`L 1111.32TC 11 14 18 CONSTRUCT HANDICAP RAMP TYPE 3 PER DETAIL N/2 • \ \ \ '9• cat 111 00 14 1 f• 111 T 1110.82F5 111 .9 yr \� 1113. FL �- .•- .� 1110. 7 . � I \ \ , 11"1 �� .5 1113. 7 1111 2F51. �_ g \ .�- \ _ •a -�, � 10.56 -- 5"'•` \ A' •..;'a t 1110. zt \ , 111 .50 j 4 1 \ \ � \ • v` FL-G 111. o -:FS;. N \ � ,%� \ 1115.35 •$ - ► Li1_ZFL I 2%, o r , FL-GB j 0 1 �- \ �. -ti, 1 �1 . 1 `�.� �� ^ I SCALE - 'r •I t,, 1 �.' Inc 1+1 -4 GRAPHIC 9 11 , . \ �, \ r -�-_ ---.-__ ._ _ -.1 Y .'1$ r °I� k!"�'11�'TI.' - �,..,�1,1.,�i, 1 .�,5 * `a • . .___ � � l \ .� ���n rr, �► � . o �0 20 4o LD 03-114GR � SEE SHEET 9 BUILDING AND SAFETY 2 ( IN FEET ) v --- I inch = 20 it. � APP'RMED DA - CONSTRUCTION RECORD DATE BY REVISIONS DATE BENCH MARK SCALE pFESSIgti DESIGNED BY DRAWN BY CHECKED BY o DRAW/rI3 NQ RECOMMENDED BY: DATE: - 4p CITY OF TEMECULA 3 i/2" DIAMETER ALUMINUM DISK, FLUSH IN ��0 C, L��Fti HG MI dt CT JCL DEPARTMEI4T OF PI�L.IC W�C� CONTRACTOR CONCRETE CURB STAMPED 'RIVERSIDE COUNTY HORIZONTAL h PLANS PREPARED UNDER THE SUPERVISION OF 4 BENCH AWRIC T-46-81 RESET 1997 EASTERLY , s OF THE CENTERLINE OF SR--79 AT THE w No.28781 m ACCEPTED BY: DATE: 4 w INSPECTOR SOUTHWESTERLY CORNER OF THE BRIDGE OVER AS NOTED x Exp. 12-31--06 DATE: • D RONALD J. PARKS SANTA GERTRUDES CREEK; 4.5' NORTHERLY OF VERTICAL • • JAMES C. LANE II DEPUTY DIRECTOR OF PUBLIC WORKS _ PRECISE GRADING PLANS A THE SOUTHERLY SIDE OF THE CONCRETE s11 �I�1�- .� =� HARVESTON APARTMENTS - DATE COMPLETES ENTS PA02 0698 SIDEWALK. 'Al')' F� 28781 12-31--06 � =•::-lam--,-.�- :-" AS NOTED cK.l R. .E. N0. EXPIRES: R.C.E. N0. 19744 EXPIRES: 9-30-05 'r � a--- -1. --A - � ­ ELEVATION 1097.163' f. ­. . 2 �•,.w --.-..- ­-... ATRACT NO. 29639-1, LOT 6 SHEET 6 of 18 it I i"'n 3d ` t,,..wv '��1 &;',aiJ�..r..�:�?9k ��J' J � 1�'Lr_ l� r r r • T• r 'r -:�, -r,.,�ti� , r•;F k / I r 1 f I r I: G • I • r` r 1 `f I. fry ilii. '' rrrr -� h �w r •.rte �' .;��• .. a . . - �' +h• ��'I/rr�� S-- ,•, "`r I I rte'• . I. 1 t► � 'w � r iii/ �� � � r• .._w...._ 1 r r r, • � ail • iii .1'."j 1 • • •-- -..._.: n r 1 � • ■ � . � -r t A.F.^ �, .� Y ■ LL r � I � 11 • � ON—Re' 0 M. o MMMM Am r4IW FAIL won now Hop- or a op momin �t11�1�i i1 ii� 1 I � � - r: ,■� �- iT.Rud &fare ` � " � �� . ', + ! � �,iT� ... ,� . i �'iTzZa rT�'�. ��?� J r 1. :,�`�� r• r �• r...,.,,,r.,.,a �\i! �' ... • • sun LU to R. -I: PRO fin .� • - --- :jX/C■C IF NOMINEE a L • rr..-..A..w-r r-#.r� 10 rd &. . / f � � /, ra 1 : r: i � � ' A I1 r � , ;� ' 1e y `iV�'i � •. ��IflLr/r/�•.•- � r r � �r rry r // I- r'r/� ■r� I f ht�,.,���r,, jlll IIIIl11�1�1111� OnFro: r mom r� '-- r `'�/IL c: ;t _ . ...Fr....w.ww.. /L• 1 r As r I 11111111,190mrMRS :• r ME p 41 TW� 1110100, WNW OWN � y �s � �r • • � r rr i , I I � r ' '`� 1': 1 �, I� • � /• AFF I r 'N • �� , 1 • t w ""' � � a�l / I - ` I I r r„ - r■1 j I � I• I/ � I 1 . � • 1 • 1 • I on" itiF�3T�1_f Mrs Q • • t� own � ,-- � � / •, tir �, /• r •,�! .:,"�r � /. ,' ! � I I �� • �(r���•.1+� a 11�� � I i r � ':� �r Y� � ��ltl�i� r��� 1 r. .�` .r „ I •- -■ Y I / _ r e � 1 Q • -: • » 1 � • SAI W�N : • - ■�� I 1• , ry 1 t■ 11 WIN _ 1_ ► ,If� r� '� � a` � ' r�•11�• � rte% � /�•i I �� �a� I•.,� 1 /: �.: / r r �� B � LN N r /, 1 r: �I i. � ' I• f i� I +� I 1r �� •. .i I � � � � 1 : • - 1 1- r h _ �' �w "... �� "• , ...... , «, � ill � • • : ■ 1 �r . • 1 1 �wr.Fwimurrr.. r rrnwnF ■. r.• .■� _ - - -- - rrl. ■A ■ �irwrwww+�� r■Ar . AArrrr F.wrriwrww.r■w-w aJ �� ir.rw■i -r o.rr rr ■ i rrFrw_w w..•a •• kwn, MGM; mpy mult • � ��/� 'tt■► t� 1�� ��t7� '�+�- .; t 1�� 11•� _t�./� �►�1��1�/ � -.wt �t �1 � • • w w 1 �- ���� r /•N 1 B /I w 16 O �rl•���� �� / r�:� / _ 1 N I i . '► / I I i .�.:A�l� ` I . �� � r • � I � w. C 1� 1 1 � � `` i 11■1 11♦ I 1 � ► �1 t t■ � 1 1 1 , •' • 7i , J 4 , ,�r r r r/ / I / •r • . r• j �i r � ] J 4 Y � r I / I A / 7 � � r • all r �,� • �' I LTi au-.... �� 1 1~i _ �{, r I' I i ..alla!1• 1111111��l1 1N�``tt ...� � ,�: r — •- ; ���I��• � f'ri►; / ��r..-... �� - _ ► / � ! �t .."rA _! Ate., :.. _: # I. . ; I I t+ r � I � � r .` ,r� I V U-111 " 1 r ` _ _ 3= • r 1. RV r ., r it :r ,• � •� ��y�� ' �. �.r �a�... " .� p, ,,�:>. � � �`� � �� � �' � f Zl � �•' 1 - � 010 PI. A 74 r f r 1 / /r "r � 1t1• � • / / r1 rem no #I all �� �r .,, e" r `� � ,__...-...�'� f "fir ■amu p7pd, ; � � r • r r ��'' , � �----- --,.Y..•",.•�ra�- - -.:.~a�w_�.�.ar�.—"::..,. :arer-�-+r• ---:.._._- . { ` ' v 0 01 WA FA4 V, owl aw Ow 1 r. I I . �►•. ��/ � ��, / _ . X11. � � _ FA L"m I ` • o : - � Q 1 .: r • 1 /�~ t r / ! / I• / � I• •• I r F / r / r , r V /. 1 1 ��.. .,r wlrl.•.... a..• ,.. ` � �� � , • �� � ���, .Lai � ilt(/ •• , / / • : • / I 11 r_ MINOR SIM 1 tv �=11■II■■1■rl � r.. r r • , �t . � ��� • � � I " ;� 'fir I •-.. .. I r / pro , r /. �• _ ► 11 '1 r � r / i 'r • effigy f• / r I f n c / 1+I 1IMIFif r' i • � ��wr ° • � � /i I• �urC•l�4�1 / / �—r / w t � I • ~ • � u � " � � � �� 1 I I 1 ROMP , • ' /•. • / _ err ra:i � r� / r �������li� ��� �^� I� �t1tNi1� t / � � � � r ; r i s • c n / . ; / • !•�' EWA r /. 1 ,• /; 1 I: • I: I •i � I I ' t I � ".r .*/ 1 I r �/ .. r �` I� ■ � �. r /� r/ � � � 1 r w � � � .� r I■II■ r. , , Is All lo mom OWN =MM / i r �� l'• r sir 1i: / r � I •• ` I r , — , , �• . r r t � i�+Y�3f�•� r / r / - r• n Q1NNE= ►at111lt , 111M / lel r f • • 1 ♦ • IM liii= pa .r• .4 t owl r ` r/ : «. • r r ��� , � `fir � \� � �ll` � � �� �/���{ r/ . � �- r • r • w I - r w w 41 ILMLA s amok 1 �« � •�... �'� �rYr .r �,Tr.. / "'�� ► + r I/ � r I ., I �,� . . 1► / ~ - r• - / • - �_7n rrrr w.••Ilrnr i r -- - -ti .r 1.F - . L"'r�J r- r♦ •� •. r• r • RMPSWA rr :.- r r I /f . .�+'. �... * �J�' + - r r 'rr.T� ;�► / ' :r. - •I' �i I r •/ I I . '`- -'ter � �r• � 1 iia- � � • � / w " r �• r r I r r WA 1 . /: e r rM .. r97 ; fAFA owl �= Q ._MM_ gut= • l r / � r � '•": � � � ` / Air • � rr m=I - -Mom m3m r • - • �r Lam. _ 'L_,w r r - c • __ r - I - r • - r MR ulll= 4 I SEE SHEETS 6 & 7 °FS 25'S 0U wagMIT A. 2FS f108. Ci1 .. �. 11 . rFS '' 111 .4T 1 .4 n'. 16 1 '- 1 11 T1w 1 9.03E 1108. ESr' 13 ) 9� � .93F5 : 1 o i .'. � 1 f. l t '. . .. ., .,... .. ., •-. _. ....' ,:.:'.J ',' :-, ..'^. it ,y.i, 5 a 1 4 f. , r rr• 111 .1 ,.-.• � (� $. 4,,• F . 1 4 . FG FSi. 1 r , 1 1114.04 ° 1114.7 O .~~ 'k ` C� 6°l0 : t 13. 3 .90 1 1 9 1 � F 111 3T 1 T �1 G 1� 1 C 4 IN� 108.71 FL 8 7 11 ra5F5 \ 201 ? 15. 0 j r .82TC 1113.4 - 1 11 9 115.3 '•� F FG 1111.32F5 `' 12 .w �, 9 \ �_ } - x 1 1 11 105. FS tilt8 11 11 G � '� 1 s � 109.9 0 6F5 ,,; . 1 �}-1 T 1 - \ 4 11 TG 1 g 4 11 3T 11 6. 3T 1 10.4 11 F5 •43FL ° s: 11 6.33FL 11 O 6 ,t . 'm- 1114.13 ° �.vt 1113. 1 FS FS 115.35rp °�� `' r 111 1.4 111 1 T i .� \ ,° ��, �,' 1109 6FS 1109.30TC 1107. \ ' 1113. Fs �~ -'� 111 8F5 1110. 111). ZTC 11 7:24F, : K 1107.6 \ �; :.�'1I 1 r� 1 .' 1110.82F5 1) .9 1 .1 I108.80FS 1107.37 110729TC 1107. TG O ti y° 1106.79F5 \ 50 113. WL 1113. 7 `-'• 1)11 2F5 Y: ��"� 1 r, r \ � � �. ��` 1 6 ' � 3,5� 108.53F5 1 iD790 07. 4T 0 G 0.4 1110. F. r 11D /V J ° 1 "r. x r r 11 5.so ,A 5 v 4� V' rk 11 -� r Y 1 1 1 • t� r. og 1 \ � 0.D Ft FS , 1115.35 �. , �`' 2 .F. E 1 7� FFyy 5 0 .JV � .► , t✓ . 5ZVA ❑ ., -. 1 � - O I r i a5 11.«x.. .. F 1110 TG 111 .68F .50 1 14 f 112.fi7FS : . i 1 ■''1"1 .9�'i ` 4 11 19 `, '✓ \ 5.35 s: A . 1 7.97T 108.70 o 1 11.69 3. / ' J r ,\ 6'• 1115-501 .77FS = ' 1 T 07.47 110 l 1 1#.2 �` 1 1,927 111.70 1 456 1108 TC FS 113.401,` N 4 12 "'` 1112.30 , : 11107. s 1)15. C� 4 J f 1 t)i.42FS n 1 O.a6F5 . -f 1 D6.95F5 �� 1113 FS 1 1Itu r 2 ° 1 o.9 G �! .Q 1 T 1 F ; r 2� --- 108.7 ' LINE 1114. G y 111#. 11 i 1111.8° - g 0 113.99TC 1111. 5 U.a g 109.8oFs 1108.33FsImPA Y' 11 , ` S.OID �C f 113.0 1111.65F5 1. \ \ 11149' gF$ 1113.49FS 1112.5 7FS Lj �;' 1lJ6`82Ft 1)07.98TC F \ 111'5.2 �'- `\� 1 11 3 f 112.36TC - * ` 1107.48FS 14 >', % ° ° 110 TG , \ `1° �" �' R 11 111.86 ° f 112.D0 n 1110.66TC Z3F5 _. 1111. v 1110.16F5 1108.35T 0 .� L - 11 f�wf 1 1w}• 1113.03 I 11 T -- 1 110785FS r ❑❑❑ F - ` 1 111 69FS 29; 111 r G 13 fir. 1V X11.8 1 \ \ -� l �? FG 2.dg f Mom 1 �� :T 111 •80 -.r-x- - 09.90F5 1108.38 �- \ -- 24.b -. C� :>S 1 1107.9 X�jl1 '� "" 1 I 6 .a. • a. , f 2 a1108.2 1112. 1111.60 r ( FG 1112.30FS 1 11 ` ��"� 1.0' 3. ,- 11'15. T F \� 9 D.F. T , 1108.32 1108.45 r F 112.04FS II 1 r 1 '. 1108,2' FG i 10.85F5 11 7• F5 I FS 1 .7 jt 1111. 11 $ T FS Z o I Y. ° _ i •�° # 3. 1112. 7 111 1.617C . 1 ALA � � FS `:' ' � n � 107.56F5 115. G 4.6gT 1113.84 11 iii. - 1. 1108.93FS - 1 11 .71 11 1 11. 11 0 FS o o _ 1113.34 1112.63FS -GB AAS ° 1112.7 F 4 1108. 108.7 \ \ 14 1 r 5. FS 1 12. ID :' 12 10B.45TC 1 `1115. T c� 113'90 1114.45TC 1113.79FS 11`.3:8 1 12.28 29' p 1 Toi8.22F 1 a7.95F5 FG F5 6.2 -� O - ' 11 ;a► 1#. 1 111 I -_ 3 4 \ N k. 3. 1 1 r ` . FS 111,3. 1114.15T C T 107. 9 I F 11$.85 ,. 1 1 S I 1 n 110 0 113.65FL 4 ' g 1 c 7� LLJ e ., t f 11!?10FL O 1 7T 1108. TG - 111 or -t R TC .T 4 1117! 1 f0.Q7r �g 11 8.9 FSMEMO .- 11 5. "i '��, g ,� 14.8 �"�' 1 FL I 4. � � 1 i Q9.9 4 FS r 1 1 09.5 F� .-- ti .2 2� •- t� -• t 2 ° 11 • F 115. TG 3 % ;: 1 14.69 � � i IR N 11 D9.23r='L , 1 T F ` 1 14.19OMMUCTION NO 00 1 a8.54F1 2� 07.9T D 1 , 14. 6 �, i • �5. r. v a� _ 1 14. ' 1109.5 FG 15 .,_....r._. ..�• 111.6 F CONSTRUCT, `I» ; 1)f4r T3:5 1 "'1 )1 4.4 1 ^V1 V � 1 --------•---.- --_. _. , � CT ACCESS RAMP PER CITY OF TEMECULA STD NO 402 � � 1 � ,�,�•? � 11 3F5 BW 1 1 N w, F .. r 111 . �a C 1109.00 c x y 1 111#.7 4 :' "� NIL �• 111 2TC Q 2 , MAX 1113 93F5 FG 1 TT' 11 CONSTRUCT 4 THICK CONCRETE SIDEWALK WITH CROSS 1 1 D. SLOPE PER CITY OF TEMECULA STD. NO. 400 (4 WIDE MIN) \ - 1115.OT ) 2 14.4D �n �; 11) 1 22FS 1 11 .4 T \ f cr F5 16 .g, N 1 1.8 1111. 11 T 11 1 08.96F5 1107. 0 3 CONSTRUCT 6" TYPE "A-6" CURB do GUTTER PER CITY OF '� 14 2 C 11 9F5 TEMECULA STD. N 1 1 1 .84 1 111 6 11 FS -�-- 1109.00 N 0. 200 4 CONSTRUCT TYPE 'b-6" CURB PER CRY OF TEMECULA STD. NO. 1 4• ° 111 6F5 N FS _J4-r$ Q i' 11 GF=1114. 0 G 1114.50 N .1 204 A � 11 g:1 1115. 15.0TG _ 13.4TG 80 �' .n N 4 111 .1 5� 4 108, �� _�_ 5 CONSTRUCT TYPE "C" CURB AND GUTTER PER CITY OF TEMECULA 1 _ II12.4TG FS ��`- STD. NO. 202 � -109. 1110.0 , \t $ •1 6 0 { \ 111 1114• 1 7 1112.7 1 N FS FG 104, FG CONSTRUCT VALLEY GUTTER PER DETAIL 2/2 1 �. � � FS � 12. TG 0 1111.2 0 111 .4 Y .5 ,0 "w 85• FG Ng1 51 �7 CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL SHOWN ON 1113. �� � N81 F + 111 .01 1 G �. FG 10Y 114.oTG FS @ CONSTRUCT CURB TRANSITION PER DETAIL Q/3 ON SHEET 3 F 90 11 4.1 TG �► 1114.00 NC orf j K ''� 9 A i 7TG �� 01 / FG �' CONSTRUCT LOCAL DEPRESSION PER DETAIL P/3 ON SHEET 3 \ \ i _.�_ 1 L___ 1 4 FS 1 1 1 N E N ! i 5. 11 111 . _ FS 1114.0T FG - SE `- 10 CONSTRUCT 4" A.C. OVER 8" A.B. (DRIVES) PER SOILS REPORT* r • FS FS FG 11)4. SCAPE / _..• - �" 1 \ 1116.9 O N 08 09 00 E; r " .. -�� FG FG b� ill �` » 1 1 F FS-GB �% L-40.84 LAN - J 14.00' ;' � 11 11 CONSTRUCT 3 A.C. OVER 6 A.B. (PARKING) PER SOILS REPORT* =� FS `V F N 1 rl•� Tan=26.00 1 ; _. � .- ` `1' 1 - " 12 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE PLANS PER FS 0=90 00 01 N � - - �-' a ( 1115.20 i r , 1108. -- ' 111 �����` ? i 1 11 .0 114. J R=26.00' SEPARATE PERMIT) 'Q� 8 N 0 W F - ~ r - _ - PAINT 3" WIDE TRAFFIC BEARING WHITE STRIPING FOR PARKING 6 1 1 1 - 11 N 81 910 44 f 1116.1 N _ _j - _ 1110. - - - f STALL PER DETAIL 1/2 4 i o 3 FG - - � l I 1115.5 r r� 1116.5 - --- - fi _ - --- ._ r --�- 14 CONSTRUCT CONCRETE DRIVE APPROACH PER DETAIL A/2 OR 8/2 1 11 .31 t 1117.4 FS 115.1 fS5.17 1 Now 1A7 9FG .. �- JL _ ,' _ - �•- W 1117.7 7• L 2 6 g' G 42 !� _� - ,_ 1113. - r` _ _ _ -y-_ _ 15 CONSTRUCT CONCRETE TRASH BIN SLAB PER DETAIL K/2 FG FG Tan . 9'51„ _ -- _ _ _ _ -_- -_- I� / Q=9 1 ter- - _ __- i _ _�---� ` - , --�" 16 CONSTRUCT HANDICAP RAMP TYPE 1 PER DETAIL L/2 't R t cv 0T � v -- �_-` �f --- _ -1--` 1 CONSTRUCT HANDICAP RAMP TYPE 2 PER DETAIL M12 (1116.6) ,�" f Y T _ - - _ _ - _ - C r - CONSTRUCT HANDICAP RAMP TYPE 3 PER DETAIL /2 a - - - - Gong L OT LINE �_ _ -�/I- .14 .. _. law__- .l r f f -i ���- -- /* �- --- -� _ ____ _____ ______ _.. - c,�. f _._. _ _�- , G APHIC CAL a 20 M LD 03-114GR 3 .......... 1 ? _-_----- --- _ =--_CK__ WA_ L-L---- BUILDING AND SAFETY 5 _. ON PROPERTY LINE _ _�_y - __- APPFKNM , • TE RECORD DATE BY REVISIONS DATE BENCH MARC SCALE �of ESS i q,� DESIC�D BY DRAWN BY CHECKED BY ORAVM�IQ NQ CITY of TEMECULA - 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��,0 L "1CF HG MI do CT JCL RECOMMENDED BY: DATE: pEp qF p g CONTRACTOR CONCRETE CURB STAMPED 'iiiIVERSIDE COUNTY HORIZONTAL ��" F �� PLANS P EPARED UNDER THE SUPERVISION OF BENCH MARK T-46-81 RESET 1997" EASTERLY � � � OF THE CENTERLINE OF SR-79 AT THE w No.28781 n ACCEPTED BY: DATE: s a INSPECTOR souTHWESTERLY CORNER OF THE BRIDGE OVER AS NOTED a Exp. 12-31-CM _ DATE: D RONALD J. PARKS - PRE sFANTA GERTRUDEs CREEK; 4.5' NORTHERLY OF • JAMES C. LANE II DEPUTY DIRECTOR OF PUBLIC WORKS __ CSE GRADING PLANS THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL sT CIV%L �r - HARVESTON APARTMENTS PA02-0698 DATE COMPLETE[?__.._ _ SIDEWALK. ' ' CF CAL I R.C. ). NO. 28781 EXPIRES: 12-31-06R.C.E. N0. 19744 EXPIRES: 9--30-05• AS NOTEDfr'�:�- � ELEVATION 1097.163 TRACT NO. 296391, LOT 6 SHEET 9 of 18