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HomeMy WebLinkAboutTract Map 33124 Lot 1-6, 10-77 Precise Grading - Revision 2 TYPICAL STREET SECTION R/W RAW 0.5' 5.5' PARKWAY 4' SIDEWALK 56' 28, 28, CONSTRUCT SIDEWALKS TO ADA STANDARDS WITH HC lot >g� ' �g' �p' ,,--RAMPS @ INTERSECTIONS I3' 4' 6' � 6' 4' / 3' -Pucl_ I- I PUE EXTEND 2'-0" EACH 2-�3 REINF. INSTALL 6" 'T', CLEANOUT 16 SIDE OF ADAPTOR 6' CONC. CURB & GUTTER WITH 5 GRATE 2% I 2% FL-OUT PER PLANME- s S=0.0450 MIN. PROPOSED STREt=TS 'A' — 'El N NTS ���yA"r�� SLOPE PER PLAN N � Er PVC SDR DRAIN LINEC*q L O t/4" CHAMFER & "ALHAMBRA FOUNDARY' #A-470 OR "ALHAMBRA FOUNDRY' #A-480 OR EQUAL SMOOTH GROUT EQUAL RECTANGULAR C.I. PIPE ROUND TO RECTANGULAR CURB FACE/PIPE (SIZE PER TABLE) ADAPTOR R/W2FR/W R Z:) D ECT. C.1. PIPE C.F. HGT Z 239U__j uj 6" 3" x 12.5" z 3' MIN. 2g' � 28" ' MIN. 0 � _.3 �s U FACE OF GARAGE 21� I 21FACE OF GARAGE RECTANGULAR PIPE THROUGH CURB 5 NT.S PRIVATE DRIVEWAYS (ACCESS EASEMENT), _ NT.8 CONST. PER PRECISE GRADING PLAN TYPE "C CURB & GUTTER TYPE "C CURB & GUTTER RAW PER CIN STD. 202 PER CIN STD. 202 1.125' ( 10' 4" TO �' CURB 30 Amp- 3 » 4" TO U' CURB �' DRAIN (CLEAN OUT) �' � TRANSITION 2�� ZD PRIVATE C URT OR WAY _ 24 TRANSITION41 �� CROSS FAL � NDS-13 SIDEWALK 6 " 0 TC-FS TC-4" CF TC-4" CF TC-FS I d' CF VARIES FL FS FS VARIES Cr CF � /7RABOVE UTTER 4" PVC 2% RIGHT OF WAY FLOWLINE SLOPE LINES PER ADA STDS: 2 ' � SLOPE LINES PER ADA STDS. :r ej nom°, PRIVATE STREET � SIDEWALK ACCESS , 'n, 'SIDEWALK ACCESS % � PRIVATE STREET � -'--. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES RATE m 8.33%� RAMP RAMP ���F_ �3 c� RATE . . . �'' MqX 0"CF - - MAX . �' PVC PRECISE GRADING QUANTITY TC-FS TC-4"CF � o TC-FS PER CITY STD. 303 PCC/ nTC-4 CF 3 ���F FL APRON �� � � ` � FS Cr CF 4x3 REDUCER 3 TEE N0. ITEM TOTAL UNIT � Y 4'' TO Or' CURB �� - 4" TO (fCURB O1 INSTALL 9" X9" AREA DRAIN, NDS OR EQUAL. 233 EA � TRANSITION � _ TRANSITION O2 INSTALL G' PVC SDR DRAIN UNE. 11892 LF R=s.S ' , R=6.5' - SIDEWALK UNDERDRAIN PIPE FLOW LINE NT3 14 �3 INSTALL 4" PVC SDR DRAIN LINE. 61122 LF ` PRIVATE STREET TC-G'CF O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK. 11,208 SF TC-6"CF RATE FL OO INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 11 EA TYPE "A-G' CURB & GUTTER FL TYPE "A-G' CURB & GUTTER O6 CONSTRUCT CONCRETE DRIVEWAY. 100514 SF PER CITY STD. 200 PER CITY STD. 200 O7 CONSTRUCT ASPHALT PAVING A.C. OVER 6" A.B. PER CITY OF PRIVATE DRIVEWAY APPROACH / SIDEWALK ACCESS RAMP TEMECULA STD. # „5. 33, 03 SF NT.8 12 INSTALLS' PVC SDR DRAIN LINE. 236 LF 13 CONSTRUCT 4" ROLLED CURB TYPE 'C' PER CITY OF TEMECULA STD. # 202. 2610 LF � 14 CONSTRUCT 3" SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 57 EA 1'S CONCRETE STEPS (7" MAX. RISER) - - 16 INSTALL G' "i', CLEANOUT WITH 6" GRATE 11 EA 17 TRANSITION FROM 6" TO 4" CURB. 20 LF MORSE 17320 Redhill Ave. . Suite 350 DOKICH Irvine, CA 92614 CD ' Voice: 949.251.8821 __l U)0 S t H U I.T Z FAX: 949.251.0516 cp PLANNERS ENGINEERS SURVEYORS LD06wl28GR N UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �-'��r`�'�� � Drawing No. Q�pF ESS/pN �EF�fEo- BY:_� L� DATE: c�T o�� CITY OF TE M E C U LA DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 ��� �. SPgN�� o BRASS DISC SET 1' EAST OF CONCRETE 4, V � � � c) PREPARED Y: CALL: TOLL FREE POST MARKER STAMPED 68 RESET, 2.9 HORIZONTAL v, W � ACCEPTED BY: DATE: 2'Q-w 1-800-227-2600 MILES S.E. ALONG PALA ROAD FROM AS SHOWN � No. 64948 m WlLI,IAM G. HUGHES ~R _ __ °- "� Exp. 6 30-2007 � � i POST OFFICE AT TEMECULA 29 N.E. OF `�.* P * ERIC N. SPANGL DATE: ��� Cr �x o�KSICI'P� E1�1G,�N�m � °"�� � :R��A�•� TRACT No. 33124 THE PAVED ROAD 5 N.W. OF TEL. POLE s :-%* PRECISE GRADING PLAN � civic �P �` .::"��:::�::�::� CD N0. 6295, C.W.T. 3' S.W. OF 36' VERTICAL q�F OF CAL����� R.C.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. No.: 3to�1�1 EXPIRES: 4/x/09 ���`�•9��° SHT. 2 OF 18 TWO WORKING DAYS BEFORE YOU sic CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN CITY OF TEMECULA, RIVERSIDE COUNTY, CA NONE@=Owosso commono wwwwo, NONE" dmomomm" 2 IT 77" I�, 40.08 87.00' vr.t �v mR M-71114, "777777 46.92' 7, 'v 4.j!, 17 7 ,.7" 8.08 77 71 7 i�tl 17" IT etttt ja g7g, *4 7, 777"7',.�, E, F13 L%l I TWA 1,14 51,04, WX T k4 ir 0k, 82.70 82,20 81.90 TG11111 82,20 HP ,80 INV HP HP MIN& 1.070 go- doomoll, S-0.0100 3=0.0 100 7 16.0 5. 'am &ma" 82.0*4- 83-00 82-70 FS 82-50 8 1.40 TG FG b FS FG 80.40 INV V) V) Lq L0 Lf) 83-00 82-50 LO 4 15 LO CO T 10 81.90 LO 83-30 T1 Ed FS MODEL *6 TYPE 1 BR FS U_ FF 1)6". LOT 15 TYPE 3C C3 LOT 9 1 PAD S01,160 .a- I FF 83-60 TYPE 38 FS 82-60-1 F, I I PAD 183-00 G FF 82.70 FS FS PAD 82.20 ------ -1'5...-O'r 1111111111111111 82,70 4P 81.90 TG All 111110���%jjj 82-20 Hp 80 80.60 INV HP 5&0 r NP 1.68- 82.20 3 S=0,0100 AC ov S=0.0100 S HP -Noo,amno "maw NO=009 ommmo as-no-mmookm momms ammemoo 1.20 1.0% MIN. ... MI Wd -A 0.19 IN 87.00 t m"100 amuma-mmlo mm"-woo mimmom =t_-oft_mv�m_0m1mm*0*ammo-woo--me mmmo Imm'110 mmuss S.-O.0100 1.0% MIN* 3 T 5q S-0.00500 64 Tt ci) 06 81-20 AC 81.50 TG 81.50 82.JO HP .32 IN HP Tay, HP 80-20 INV 'Lw I �0 100 V_ IN 11m LOT 8 5.0 Pp FG TYPE 2E 82-00 81,80 C) FS FF 82-30 81 50 1; FG "ow D 81-80 FS 55 1 'o 15 F LOT 14 MODEL LOT III TYPE 1B C) co 2 FF 80. 6- V_ OeT I PAD 82-.y. _j FF & 00 _j %,too Ilk 81-80 LL: CLI 82.90 CD L 82-10/ FS r F�3 L CD 4 NO C 'D Ur t\ I (N TG 82-30 m FS 8" 81-20 81,50 1 *2 U0 00 81,70 80 ..... 0 / 80.3 -1 p r5 HP 0 INV HP 5.0 03 ...... 51 C k0im S 0.00500 S 0.0 10 0 1.6 t Im -Emma -mmmo 4mwm0 mo-000 emmmo moo*wpm�qw--mmo 81.00 'woos' 060 to -cu-.Uv-- 87. 0 W. 0 87.00' ...0-%pa wo.Moo*moso amm 40�0 amass -MIND co N. 1.0% S4.00500 S 0.0 100 LO 1 0 3 1.2 6 TG A. 81-50 Ac: HP on nn -rf*t �1� 0, 82,00 81-20 81 HP HP 80 81.60 3444 I., LOT 7 FS FS @kiql 4 Lu"T 13 LOT 20 D 5.0'_ TYPE 1 DR TYPE 2E FF 81-90 F F 4��. .4 FF 82-50 PAD 81.40 f4l 0 1,$ .4 7.J% -PAD .. I I PAD 82-30 00 FS L 4 UP 81.60 L 7) 82.60 LP FG lz� - 81.70 C-) F(- 1.81-10- 82.3( 81-60 FS 9 FG ltl__ It FG 5.( C4 U2 81.00 TG Tr. 82.00 81.60 tLi 0 81.30 Bo:60 I I \\_1 lc� 79.80 INV Hr LO HP .79.82 INV HP 1.070 MIN# 80.36 TG -04 LAm�lommom"soolows"swoompol womoss"slogopp"mmossool swompowl anommmo mono""mmm=N� 0.36 79.76 INV ......... L ..... FS 20-000. 39.791 7.00 47-23 ------- 8 0 8 4 TG 79.92 INV 79-99* FS 5 12 1 12 ...................... -------- 80,16 TC 8 0.2 6 TC 79.6 T(,-,'* 7 9.8 3 TC 80.00 TC 80.17 fe 14 79.66 FL 79.76 FL 7 9.3,3 FL_ 79-55 FL UT 79.70 FL OUT 80.17 FC f 93sio 79.70 FL ou'r J.LENT11 0.5% DAVIANA WAY 15+00 W24IN lf 4-f,00 13+00 4- Atp P26 F CmAlip CONSTRUCTION NOTES CONSTRUCT ASPHALT PAVING I A&C. OVER 1� A.B. PER CITY OF INDICATES GARAGE DROP INSTALL T X T AREA DRAIN, NDS OR EQUAL TEMECULA STD. # 115. GRAPHIC SCALE GREATER THAN STMDARD 03 INSTALL 2r PVC SOR DRAIN LINEO 2 INSTALL Er PVC SDR DRAIN LINE. m 0 R S 9 17320 Redhill Aves 10 0 10 20 40 60 INSTALL 4! PVC SDR DRAIN LINE. CONSTRUCT if ROLLED CURB TYPE 'Co PER CRY OF TEMECULA STD. 202. Suite 350 CONSTRUCT Jr SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 METAL CATE LOCATION CONSTRUCT if THICK CONCRETE SIDEWALK. CONCRETE ST C) 0 0 K I C H Irvine, CA 92614 EPS (-r MAX. RISER) INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 .0 0 Voice: 949-251-8821 1 1(4 ENHANCED ELEVATION INSTALL Er #T, CLEANOUT WITH (r GRATE S C H U L T Z FAX: 949-251-0516 IN FEET CONSTRUCT CONCRETE DRIVEWAY. 1 inch 10f t. TWSITION FROM Er TO e CURB. LD06m128GR P L A IN N 9 R S 9 N G I IN 9 9 R S S U R V 9 Y 0 R S SEE SHEET M ......... Draw*ng No. SCALE fet,1�I 04"g I OB y: E: UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACCT BENCHMARK w- W 'AT `/?/0"7 CITY OF TEMECULA , DEPARTMENT OF PUBLIC WORKS ---------- RIVERSIDE COUNTY 600-62-69 1970 ft, BRASS DISC SET 1 EAST OF CONCRETE PREP ED BY2 DATE- CALL: TOLL FREE POST MARKER STAMPED 68 RESET, 2.9 HORIZONTAL '1�116 ACCEPTED BY:-. LOTS I Owl 2 PALA ROAD FROM No. 64948 ULLIA14 4'W(j6k5 MILES S.E. ALONG AS SHOWN. Ztoo 07 W( Im W ;Vli� I i�(, Exp, 6-30-2007 V1 oy U4NEW TRACT No. 33124 1-800-227-2600 - OF ERIC N. SPANG E: POST OFFICE AT TEMECULA 29" N.E LEA THE PAVED ROAD 5" N.W. OF TEL. POLE I N PRECISE GRADING PLAN I 1� CIVO, N SHT& VERTICAL 4 OF 1. NO. 6295, C.W.T. 32 S.W. OF 36) EXPIRES- CITY OF TEMECULA, RIVERSIDE COUNTY, CA 8 EXP. DATE: 6-30-07 R.c.E. No.: ....... TWO WORKING DAYS BEFORE YOU DIG CONCRETE STANDPIPE. ELEV. 1039.378 AS, SHOWN. Of- CA0 R.C.E. No.- 64948 -------- 0- ------- MONO 37"', _0 ------ COMMON@, mommommom 87.00' 87.00s 26.00' !"7r,I - 777,, 77,, 4.tek V�4 7, 2o.o 7-1-1i 7', gi, . ,, , , --'7r,,7,77-7-,777. T77 777777,-7,7 %,mj. - , 7 TT-1 7 5W, 74 .74 Ink. -77, -7 7, 7 AU 75 M .Fee,I'll, TO''0 31;" M, �1143tw 7w A R 014 82, 82,70 3 B5 10 TG HP HP -low- HP (1)-8-2.-M INV 1.0%q MIN, 1.0% MIN. j ____,'' s 0.0100 S=0.01 00 -Z momme-NOUN* memo on"4mmoo ammo mummo, =mwo Gmmma -.NNW S=0.0100 3 "O� S=0.0050 02-57 10.0 50 J -03 At FS 3 1 0 2 83-00 15. ---- 'FS . - a I % - Cq C) 81.4 1 7 FG 83.30 L0 80.40 INV ',�0 ff7 I. . I FS 83.00 r1ri 83.00 LO LO FG LO L?- 83,00 2 4 4 :2 FG 83030 C114 so-- C� FS FS C) FC LOT lu I LO 83-30 00 1 81.90 re) 83-30 B2. I ....... 8 4.0 TYPE 1 BR FS FS U_ 00 FS 5.0 FF 83-10 1--s 5.-0 LL: LOT 16 1 &\0 LOT 21 PAD 82-50 4 vo C-) LOT 5 TYPE 1AR TYPE 113 9.IA: FF 83.60 2% 84-20 82.80 4 TYPE X 8.3% V) 83-90 PAD 601 FF 83.60 83-30 9,27o PA 83-Oo FS 4 FS Q3 PAD 183-00 1 0 TfN 14 1 15.0_` FS QD FS 8 1.9 0 'rG 82,4 1 /.- I CN r4,,) Cc 82-20 62,30 82.30-. 0 82,30 83.40 8 .40 TG 82-70 - HP 80.76 INV 82.70 82.70 C� CO 00 P FS HP OF 80-60 iN H 5,0 '00�-- TC ILI _ 82.70 HP .40 INI, HP 3 L�30 1 )��o A; S=0,0 100 S-010100 "Iwo-110NO 0.0050 mm" "me"woo mmom 2 1.0yo ml IP 1000� M WAR . 4". "1 - ov L0 1.20 T, w _000-m~4OWS-0.0050 -0-MO MWO-WARM-MMMO 4011 momm amma 82.00 TG 1.0 11070 Mim 400MONO AMMOMOM Ammmmmm&momosom 0,19 IN ld _,�X M&117 870 81-13 1 j ffla as"fmoloo 10 MEMO awAmod,*MEMO amono sommoo amms 0"Imme AMMO SEMIPRO momme mIRI-ONNO Aw"Emo-MENO dompo-wpm*amm"o�b�mmv ammmmump ammoo doulo momw mmmw OEMMIP 1.64 T I.Ox A41 HP ii-) S=0.00500 7 S=0.0100 N. 30 _mw ammoo WINNERS, 81.50 Cd S-0.0050 82-30 3 82 S=O 50 C�l HID 82-00 �G 8200 Ju 82 0 HP J HP 1 0 -40 32 IN 10.0 INV CID 3.10 rG 82.401 INV 80.74 INV 8 1,20 Aj%�I dim 14AA HP i Z4, 81.34 1 .80 82-60 83.10 _G FG FIG CD Of) 0 4 82.00 04.6 .2 C) FS 82.)( ,W,?IRAM LOT 17 CD FS T_ TYPE 20R FG LOT 14 o6 FF 83-30 7@1 4 0") 83.40 LOT 11- TYPE 18 11v 00 TYPE 2 E 0C '6 F nu I v4#I FS FF 82.40 83.20 820 111/ PAD 81.8 T. LOT 20 M 5.0' 82 10 0. LO FG 83,00 TY:)E 3A 82-90 s FS 82.70 001 FF 83-70 FS 0 g W 16 1 PAD 8 MO 81.20 'FG 82-30 FG 81-50 U2 82-00 TG ; 82.6 82-00 TG 8 0.3 0 HP 1 80.60 INV 82.80 P"M 5.0 .01 HP ru g-g, W, *6 C� f", ",-u-- 82-61 82.40 1.04. INV. 10 Hp 11%�111_f C) 0 82.40 3 L( p .- ___ _____. _ .-- ­ __ ­ __ ­ ­ 1 0, . S=0.0100 L6 81*4v Illy HP S=0.00500 Lf) S L6 =n 7= 1,0% MIN* 1) 0--mm"10-Iffidwill!amen* -40,ampow MEMO ammoo 110% MIN, ... ��w iTl HP S-0-0050 r< 0.0050 ow we -mp" FJC .00.00 INV aw -4 ...... Mo~ =110.-- No 40mmommov ww�� aw"Ok%.0~ 11.0% )N74 ............ S=0.00500 Rod *E~ mm�-mmmo qmw�-MMMO -0.0100 �0.0"w summe"Immomp mm*-w 0-mm*Ammo ammo W~ MEMOIR,sumno S 110 82-20 1.07o MIN. S=0.0050 1,26 T HP 3 1�)=0-0050 ------ Lot I V.V`I 03 0.90 TG 81.20) 0113 1 A 82.00 HP 1._. 0 81.70 TG, &1011 81.90 TG 82.20--ll HP 82.50 OF HP 80.20 INV HP 80-60 INV 81.14 INV 81#70 TG kip FS 94 1NV LOT 12 4 U9 el- "�,A­ C) LOT 19 LOT 13 LOT 18 TYPE JA 4 TYPE Z%j Zd TYPE 2E 61 TYPE X CN n rx) 83.40 82.oO 40 vAu 1 81.4 7.3% 82-90 FF 83.10 01 00 82.39J E'. PAD 82-50 0 1 6% 81.- if. 6 r-D 6% R FS 82.8 .4 1 ( . FS 81-60 -82-60 82-JO 82 ri 8,1.6.0 C,I Fu C?'l 0 FS FG F*S 83.10 ed FG 492JO 17M 411111- Cf) FS 82.8( RS zzll, ,Q 81-60 1 2 FG 1_101 2650 F"G FG AUM 5.0 FG 0.01, Aug Jll� 4 7 6 T-C 10.0 2 8 1,70 TG 81.90 TG 8 1,40 TG oI INV 82-80 8 80.60 1 B 1,00 "FIG 1.30 8 0:5 0 R' 82-00 L0 0 N�v 82-20 ___000III, 0.80 IN 79M INV 80.80 INV F'G M t p fit- HP HP .790f 82 INV gq 1.0yo MIN. V� 1.0y M "MV,I , - - IN gi 6)_8 1.6 0 B2.50 80.36 'TC t C-4 82-20 NNNNPNN POPPRON moommo PRIME"goommo POORWO mom"anow�aummo MM4 momm�mom="nommo"-ow"mom="MOWN"MISSPEND I ORONO SPORN"Mom"" A uO.76* 'NV 80.36 L AMNON"mmomw MOMM"momm�SMOMM" mown"ommmm mommo mom�f-M" -P-M" ..am-0--a---o-MORRIS MONO"Mamma i I 9.76 INV HP HP I Z"Ir FS, j L L 87.00' 20*00 87.00 1 IN mom-= A v �3i 81-26 TG ,0000'- 80.8 C)I 11- - V 50,96 80.71 INV 2- (D 79.92 INV TC 12 _`05 TIC 80.93 TC 81.13 81.16 'VC 80-00 'TC BO.16 80.17 TC 80.26 'TC 8,0.47 TC 8 0.5 9 TIC 80.81 TC 80.6J FL 80-66 FL 80.02 FL OU_,�� 8 0,31 FL 81.13 C 79.76 Fl- 8 0.0 9 Fi- 7M6 FL 79,�70 FL GUT T 79,55 FL OU*F 80.45 FL OUT BVC 8 0.6 3 FL 80.17 TIC 81.13 TC _j 8 1.14 FC EVC 79.70 FL OUT 80.65 FL OUT 8 0.6 6 F'L 0 tJ-1' 8 1.01 TC Cl�)80.56 FL OUF 0.57a .57o CA J.6 0 16 00 0.5% 80.9 7 TC DAVIANA WAY 80.4 7 FL J- 411 ---------- ...... J + CONSTRUCTION NOTES 80,94 TC 80,44 FL 81.14 TC INSTALL T X T AREA DRAIN, NDS OR EQUAL. INSTALL, I PVC­SDR DRAIN LINE. (D @ 8 0.6 4 F_L_ INSTALL (r PVC SOR DRAIN LINE. -CONSTRUCT e ROLLED,CURB TYPE 'C' PER CITY OF TEMECULA STD. # 202. INDICATES GARAGE DROP GRAP�11C SCALE x GREATER THAN STANDARD 0.3p 00 INSTALL f PVC SOR DRAIN LINE C-ONSTRUCT Jr­SIDEWALK UNDERDRAJN PIPE PER CITY OF TEMECULA STD. # 303 m 0 a s 9 17320 Redhill Ava, 10 0 10 20 40 60 CONSTRUCT 4! THICK CONCRETE SIDEWALK. CONCRETE-STEPS (7* MAX. RISER) Suife 350 METAL CATE LOCATION I N54ALL riot CLEANOUT WITH Ir ORATE D 0 K I C 11 firvine, CA 92614 INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 FROMAr TO 4! CURB. Voice: 949-251-8821 CONSTRUCT CONCRETE DRIVEWAY. TRANSITIO.N�. ADDMONAL STEP REQUIRED IN FEET S C H U L T Z FAX: 949-251-0516 CONSTRUCT ASPHALT PAVING I A.C. OVER 6r A.B. PER CITY OF ENHANCED ELEVATION 1 inch 10f t. TEMECULA STD. 115. SEE %9HEET 8 LD06m128GR t:;n P L A N IN 9 R S 9 IN 0 1 N 9 1 R S S U R V 9 Y 0 R S Drawl*ng No. SERVICE ALERT REVISIONS DATE ACC'D BENCHMARK SCALE UNDERGROUND DATE BY BY:- DATE. MOON! w RIVERSIDE COUNTY 600-62-69 1970 EMECULA DEPARTMENT OF PUBLIC WORKS 4 BRASS DISC SET 1 EAST OF CONCRETE If-, n PREPARED Y: T CALL: TOLL FREE POST MARKER STAMPED 68 RESET, 2.9 H2ORIZONTAL (n ACCEPTED BY: 4000 DATE: 7,-s 3 1 No. 64948 LOTS 13=1 8 2 MILES S.E. ALONG PALA ROAD FROM AS SHOWN WILLIAM 6114 U(aHWb 1-800-227-2600 .0 crlf-r POST' OFFICE AT TEMECULA 292 N.E. OF V, Exp. 6-30-2007 Ar VIRMTOt3 Cv PUMIC vbF?w6161jy,1EwAwEw TRACT No. 33124 ERIC N. S GL DAT E THE PAVED ROAD 5' N.W. OF TEL. POLE C-4 T_ NO. 6295, C.W.T. 3P S.W. OF 362 VERTICAL PRECISE GRADING PLAN IT 0 F -�e,eo ii Sl 18 TWO WORKING DAYS BEFORE YOU DIG CONCRETE STANDPIPE. ELEV. 1039.378 AS �SHOWN OF CAL R.C.E. No.: 64948 EXP. DATE- 6-30-07 R.C.E. No.: EXPIRES- CITY OF TEMECULA, RIVERSIDE COUNTY, CA .......... ------- T7 OR fw 40 410 ---------- amino aw"alaw NNONOW ENNOW amodoolow 77r!� 77 Aft- 26.00' 87.00" 71"'Irr r"1111 177 177r 7 , , or ,�."= 77 �j'�o -, - 1, ,U'11,� 777 -17 f 1.74F.I; 7 7 '7p, i,,��TL7777� 'IN 77 'M' 77 7, ,714 77� M1111. 'm M "RFT 7 �7 a '4 CEO gnm"vq I Kf 4 -no "al i 4MMM0 anno mommo ammmo Mumma "NOMIS, "moo ammia amma manno-moo mommoom amums,mmmma ammo on"momw V, moo" ... M 4� AA�f pp 2±1AP 0 loll 41 S=0.0050 83.40 8310 TG 83,40 1 83.10 TG 4 HP HP �2.* 0 INV 1.0% MIN. 83-80 83-30 a e 83,20 83,20 mmmw Mumma""ON" 0 Mumma Mommob"MONO ammuo domma a MONO IT(T FS FG 82.30 INV FG 1 1.01 FS S=0.0050 3 C� CN 10. '2 83-80 f 1 .01 - 83.00 TG FG w- '81.96 83.70 84.00 1 84.00 84.10 r4pi FS FS I* - - Lp FG FG 2 4 LOT 21 83-70 Nor- 83,40. FS FG o TYPE 10 co .. . 6 84.10 LOT 22 r1r) 1% 00 co Ica Ile) CID FS TYPE 2D I PAD lk83.20)1 F co 82.40 FF 84-20 2% 4 4 1 FF 84.40 FS LA- j- -1 -0-31 _PAD 83. LOT 16 RAISE PAD 82,85 -0.3.1 4 TYPE 82'.83 I 1 2% 1.,* , 84,10 1 AR 1. FS FS ELEVA110N 83,90 001 3 FS 83-50 TG 1+ FF 8 .60 83-30 8.3% FS I PAD 83.00 1 uj 1 83,90 TO 83,o(30 FS FS 83.10 TG 3.o , 82-80 INV 83-50 092 HP 5.0 62.30 83,40 C-� 5.00 82.40 TG-0 82.70 00 CO HP 820 30 INV -82.70 82.70 0050 FS 81.40 INV Hp 83.40 S=0.0050 82.80 TG 5 w all ...­­­ I TC L6 wo am MONO Mumma M"M "MEMO -M-0 "1.- 1 3 6 0010" HP j.070 MIN, low- el .. i S=0.0050 -87.00 1 81.82 INV /1), 1 2 -MM"O 0001010 "Nome Mumma am"ammumo momme 1.0yo MIN. loll- -A S=0.0050 LO 82.00 TG 7=4=�=a Mumma Mumma Mumma Mumma Mumma smoffinap U�Mnmm 0100110.09010 MONO ME" mmmo -------7" 87.00' zimu-0, 81.13 1 N 1 0yo MIN# -8 00 S=0.0050 1 3 5 HP 4 -6 Alk so- ... "moo 010010, -0.11110 AMINO MMFO-moo*emu*30 0 5r snoop MONO AMENO S=0.0050 b I O�CMIN. 8 00 3 82.8 ..... Wad 5 82.00 3 82-50 TG Cd 82.70 TG HP .01 j �*- I - J H HP R.3 1 n Tr. 2 4 to 8 .40 1.20 INV 1.60 INV (j>i2m,00 INV 4M 1 3 .5 U filly Flp 830 83,10 FS 82-00 FG LOT 23 1 2Z TYPE 1A LOT 17 C\i C\* FS- 00 CK) 83-10 FF 83.75 83.00 E 2 :53 FG 4 go 0 6 PAD 83.2 F .8j 83,40 LO FS PAD 8� FS T . 1 83-20 d 6-5Yo I FG 5.01 LOT 20 83-00 LO FG TYPE 3A FS 10-01, FF 83-70 -G PAD F 83.10 1 83.40 82,50 "G 82-85 TG 2.0 TG 82. 80 g, HP 8 2.6 1 X 82.40 81.70 INV 82-15 INV 1.04 INV. HP 83,20 6 3 g X 3 OF 82160 CONSTRUCTION NOTES 81-20 INV HP ..0/ - S-0-0050 Hp IN* now "moo"moo-moo am" 0 -MONO Mumma-00010.041"a .;&Mumma--a am-mo A-WO 82.5 TC S=0.0050 S-0.0050 L6 1.07p MIN. 1.0% ... ... Mumma Mumma ..r MONO 4--M. IM10 -Nmmm.O wMM1s I INSTALL T X T AREA DRAIN, NDS OR EQUAL -Amllu- - - 81-62 -*-M- o" MONO"Womo.0-MMO 9 swomma amwo MONO-.00 Mumma MEMO ammms am 170 Mumma MEN 0 AC -AL 3 op L6 HP S=0.0050 ... mow- IV 1 INSTALL Y' PVC SOR DRAIN LINE. i'll"1011-11, 1.0% MIN. 4, ;M.Mq MIN. ago s=0 OC '50 INSTALL 4! PVC SOR DRAIN LINE. Fi ai gn Tr. CONSTRUCT 4! THICK CONCRETE SIDEWALK. 81-90 TG 82.29 �P 82-50 TG j 8 2.,..5 0 81.14 INV HP 81.70 TG HP 8 1.30 INV 81.83 INV HP INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 1 r kl)-8-0.94 INV 2 CONSTRUCT CONCRETE DRIVEWAY. LOT 18 LOT 24 r- 0) TYPE X 4 LOT 19 CONSTRUCT ASPHALT PAVING A.C. OVER Er A.B. PER CITY OF 8 TYPE z(; FF 83.70 TEMECUIA STD. # 115. 6 1 1 82-50 1 0 6% L PAD 83.10 83.4 67o 6 @ INSTALL 3' PVC SOR DRAIN LINE. 82.80 FS -ft CONSTRUCT 4! ROLLED CURB TYPE 'C' PER CITY OF TEMECUIA STD. # 202. FS 82.70 U- 81.6.0 FS 83.20 C) 82-50 (D CONSTRUCT Jr SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 & 0 . I FS OF FG FG CONCRETE STEPS (r MAX4 RISER) C() �-w FS 2.80 P 83-20 5.0 82.50 'kTJ FG FG INSTALL (r J CLEANOUT WITH Er GRATE -Sl L 0) �IR't-M., - 5 FG 10.0 'A G 81.76 T TRANSITION FROM Cr TO 4! CURB* 81.90 TG 00'.1/ - .1110� 81.40 TG ...87 INV J 82-80 1.111.11 p ft 82.50 TG 4 82.20 Co (D 82-81 R)wgs 80-60 INV C) 80.80 INV,,,,,-' 82.10 TG 82-80 FG HP INV (D V1- Vi HP 81.70 HP 80.86 1.0% MIN. 16 1-I 82-50 Hp 80.76 INV HP L 87.00 §7.00 INDICATES GARAGE DROP G GR 2 EATER THAN STANDARD 03 81-38 81-26 X I INV 80.72 INV .2 12 ff, .00100"0'0 82.10 TG 0.0� 00-0 MOMOO MEMO, MErAL CATE LOCATION -000.Joao 8 1 0 . - INV 4 R& % �Mao 82 56 TG 81.19 SZ:0.0050 12 8 1.80 TG -0 INV T1. %N1 8 1:08 INV 40 ENHANCED ELEVATION 2* INV ma,0.1wM­ 7'X, 0-0 2 8,1 6 TC 80*99 maww 0-10 8 1.13 TC/ 1. 00mm­ 6) 83.8 TC down* 80.93 mmma rm"' 81.16 80.63 FL 80-66 F-i- INV Mumma. 83.3 INV 81.80 ONO 80.45 FL OUT 1.60 evc M152 0%, 1 3 80,6,� 82.6 M '82.20 FS FS "A 81-13 TC EIVC 81.14 TC 1.0% FS 8 49 TG 80.65 FL OUT 81-01 TC 80-66 FL OUT 8�1.0�3 � . 1 INV 80495' vFL OUT 38-00' IVEIJ 3 i 0." TG Q 7 8a V.11111211�11, 81-90 CD 81. 23. .......... V 80,47 FL 23. 0 INV "ZV R, 82 20 TG DAVIANA WAY 91 4�31 iNV I-D co CD 80.94 FC V L 80,44 83.20 FS 83.30 FS 8',14 TC 82.70 8 0.6 4 Fl. Go 82-90 FS I ........ A, 8 TC 1100, 82.70 FS GRAPHIC SCALE XO 2.30 FS 83-30 82-80 6" CF. 82.10 FS VIP 83.40 M 0 R s 9 17320 Redhill Ave. 10 0 10 20 40 60 FS FS 83-00 .0 8.2-80 FS 5 Suite 350 FS 82.70 D 0 K I C ti Irvine, CA 92614 82. TYPE 2ER CD 82.30 VIP 2�.8 o LO.T 28 70 VIP Vokeo 949-25 1-8811 3o LOT 25 r, -144 82. -- VIP L T 2 6 o, LOT 27 5 C H U L I Z FAX: 949-251-0516 IN FEET TYPE 3AR TYPE 2D TYPE 1A FF 83-70 I V. 1 inch 10f t. FF 83-10 FF 83.30 FF 83.60 PAD 83-10 I ­& V PA 82. PAD 1 82.70 j PAD 83-00 P L A N IN 9 R s 0 N 0 1 N 9 9 R S S U R V 9 Y 0 R S LD SEE SHEET 7 NO -00000 Draw' ing No. UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Aft&41D BY: ..- . F OF DATE: Zhdoi:P7 UIV RIVERSIDE COUNTY 600-62-69 1970 <5� CITY OF TEmm� I�ECULA DEPARTMENT OF PUBLIC WORKS BRASS DISC SET 1) EAST OF CONCRETE CALL: TOLL FREE PREPARED BY: POST MARKER STAMPED 68 RESET, 2.9 HORIZONTAL ACCEPTED BY DATE: 4.0 U TAV 4'0 0�;VtE5 LOTS 19mw24 MILES S.E. ALONG PALA ROAD FROM No. 64948 M �.,Q o f -11, AS . SHOWN is 7, 11 W. 19 =& 1-800-227-2600 V, Exp. 6-30-2007 - puolmolcl 100e* 04145VA LIEU- 2 POS? OFFICE AT TEMECULA 29" N.E. OF TRACT No `3124 01% ERIC N. SPANGLE71F DATE: THE PAVED ROAD 5" N.W. OF TEL. POLE C-4 NO. 6295., C.W.T. 3" S.W. OF 361 VERTICAL SHT TWO WORKING DAYS BEFORE YOU DIG CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN OF CAI-\� R.C.E. No.- 64948 EXP. DATE:.6-30-07 R.C.E. 'N o.: EXPIRES- CITY OF TEMECULA, RIVERSIDE COUNTY, CA 6 OF I /L _0=E H IN V i _F­ LOT 24 LO 19 ��Jrl';Wnlp, I 2C 415" 4 C) 83670 FF 83.40 00e, 6 PAD -L83.1 0 1 PAD I 83.10 -------- 82-810 83.40 FS -C 82..70 4 80 _S FS F 83�20 76 _FG FG J, 4 5.0 FG 80.8 7 IN V f Zrr. __j Pei LC) 82-80 0 83.20 I I . � 14� _J 'JG 82, 1 0 T(" 8 1_60 TG pin 5, GO 80.86 lw INV 82-50 9p 82.50 82,80 --- 82.5 0 FG HP Ir 0� 82-80 0 1,70 INV �lp 87.00) 102 q P.,;x. 2 INV F7-igk UZ 2.10 FG 81,80 81.i9 x .5-.=o.0050 INV . .... B-1,40 81�13 TC 0"o won*dwow woo &pomp domw N 4, -02 80,6J FL. "'_1 % K 0.99 'A5,1v'? 82.56 TG 81, INVN, 0 mono 6 N N lool UV' ul"X?".i. moo* *%JAG fil 8 1.01 TC (I j4 66 Fl, OU vigii At'll"iN /NV F 80,,;)b FL OUT 000100000 V0 -81.60-- %�� R., 81,80 0 RE �j W; 1 -11 1 a 81.4.0 TG. 83.8 TW '0y I.0yo x""n"", FS 83.3 TOP RETAINING 51 80.91 Tc 081,03 INV 82-20 82.6 FG VA q, FL FS V vk" 01 s 38.00 38-69 d 80.94 Tc 82-20 8 5.3 TOP RETAINING N .5 o (D�81%20 *INV- _�4__FT� RET 82.8 FG (D 81.43 INV 00 ft 81.14 FC 80 V� .64 F LO X 8 1.00, TC LO 82.70 FS 83,20 FS 82-90 FS 82-60 FS 82.10 FS Mor- 83,30 82.30 FS 3 82.70 FS ........... 82.80 83.30 00 83-00 FS 82-80 FS I 83.4 Hp FS 82-30 82-30 FS HP HP 04 82,70 RETAINING WALL PER SEPARATE PERMIT 82.5 8270 HP 82-80 CONSTRUCTION NOTES I I Hp HP HP TG I If 82-30 82.60 25* 117 11101 (D INSTALL T X T 'AREA DRAIN, NDS OR EQUAL �30.17 TC TYPE 3AR 81-20 1 8 - LOT 28 7 FG LO 27 TYPE 2ER ALL If PVC SDR DRAIN LINE. 8 0 21'_ FL FIF 83.1.0 OT 26 INST 1 200yo op I ypt 1A MIN. PAD 82.5U 5 T TYPE 2 D 10" FF 83.70 INSTALL 4! PVC SOR DRAIN LINE. a, - 11 0 FIF 83-60 8. PAD 83-10 FF 83-30 1 1 PAD 83.00 82-60 PAD 82.70 CONSTRUCT f THICK CONCRETE SIDEWALK. 80,69 TC 1 82-50 TG 84.0 TW FG 82.50 TG F 83.5 80. 11) F 62,5 v2.50 TG 81.70 INV TOP RETAINING INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 CA CD W8;.80 INV fei at,65 INI I C) 82.6 FG fe) �mj cli Li Will, CONSTRUCT CONCRETE DRIVEWAY. + + S=,0.010 1 3 1 a) 83-10 TFMCT BOUNDARY 00 (D CONSTRUCT ASPHALT PAVING A.C. OVER Er A.B. PER CffY OF -, _ �P��7 1 1 82-20 TG 82050 TG FG TEMECULA STI). # 115. 1 82 10 TG 1 1 82-80 j \..-_83.0�0 0.67 LC I FG 81,50 INV 61.411J�D INV Fy I i'g ARE INSTALL .1 PVC SDR DRAIN LINE. 0.19 FL OUT 0 y10 '04 .90 TG :1 3 �1' 83-00 MIN. 82.60 83-10 FG FG FG Z Tro CONSTRUCT e ROLLED CURB TYPE 'Cl PER CRY OF TEMECULA STD. # 2020 @ 81-30 INV CONSTRUCT 1 SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 &101 Ln CONCRETE STEPS (r MAX. RISER) --:;g z )01"00 8�3.4 0 00 INSTALL Er 'To, CLEANOUT WffH Er GRATE :!Sj FS 83.30 TRANSMON FROM (f TO e CURB& FS MAO 000e, 82-80 5! �Z: 00 JHP e, + 80,54 TC r W11 INDICATES GARAGE DROP B0.04 R.- mmm"Mon=" V 40e, GREATER THM STANDARD 03 82. 0 82.1 -00 Hp HP 82.5 ma 1 HP for G.F. 83.10 METAL CATE LOCATION ...... A 82,26 TC ADDMONAL STEP REQUIRED -d N 82-39 40 ENHANCED ELEVATION FS GB kill 82,70 .30 820 -13 FS FS "12" FS1 1.9yo 4 .41-65! 1- 6 82.70 82.46 100, FS FS FS L.0 ®RK Y_i;� G13 r1l,mr -46 4 t RU Act co r TC A F-r /7IN N46 Lf GRAPHIC SCALE G.F'. 8 3.2 0 80-J2 Tc B2.90 10 0 10 20 40 60 82.50 B2.90 H,f 8 80 1 79.B ;F- HP HP 82-20 &4iadial."ulliA,5w AA""66 111, �4 T IN FEET 1 inch 10f t. 82.40 7p FS 82.50 OC-\ FS 4 F m 0 R s 9 17320 Redh'll Ave., z A. SCALE 1 101, Suife 350 C:) 82.80 D 0 K I C ti Irvine, CA 92614 C) C) FG LO 32 82-50 ILU"T 31 LOT 30 LOT 29 Voice: 949-231-8821 CD TYPE 3C TYPE 2ER w? 9 n Tr. TYPE 1D- TYPE 3CR S C H U L I Z FAX: 949-251-0516 FF 82.65- FF 83-10 FF 83AU FF 83.80 PAD 82-05_j PAD 82-50 PAD 82-80 PAD 83-20 . P L A N IN 9 R S 9 N 0 1 N 9 9 R S S U R V 9 Y 0 R S LD06m@128GR c;)n SEE SHEET 8 Drawing No. UNDERGROUND SERVICE ALERT DATE BY REVISION$ DATE ACC'D BENCHMARK SCALE 9p_T9EA BY: DATE: -8 I I'' d4ede RIVERSIDE COUNTY 600 ' 62-69 1970 S S/ ECULA DEPARTMENT OF PUBLIC WORKS YG BRASS DISC SET l' EAST 0 F CONCRETE �j < CALL: TOLL FREE %`%; - PREPARED BY: POST MARKER STAMPED 68 RESET, 2.9 HORIZONTAL ACCEPTED BY: DATE: -P47 �u No. 64948 LOTS 25mw28 MILES S.E. ALONG PALA ROAD FROM AS SHOWN WILUA467. HV4HZ,5 1-800-227-2600 Aj. z(9 � Ex p. 6-30-2007 L POST OFFICE AT TEMECULA 29" N.E. OF okmym W ruo-Jc W1W$/CnY TRACT No. 33124 THE PAVED ROAD 51 N.W. OF TEL. POLE ERIC N. SPANG'LER DATE: WIN*, -Z AV NO. 6295, CoW.T. 3" S.W. OF 36' VERTICAL ZA PRECISE GRADING PLAN -TWO WORKING DAYS BEFORE YOU DIG CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN. M R.C.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. No.- 4 11 EXPIRES- 41-0 a CITY OF TEMECULA, RIVERSIDE COUNTY, CA SHT. 7 OF 18 INS olel I SEE SHE 7 LOT 28 40 LOT 25 LOT 26 LOT 27 2D TYPE 2M TYPE 3AR TYPE !A JF.. 8330. FF 83.30 1 1 1 8 1.80 INV N i.CA 41 FF 83.6o ""Al FF 83.10 b 1 82.6 FG PAD 8 a r4 PAD I C2.70 j jD PAD 1 83.0 PAD r 0 4_1 10 0, Cn SA0.010 I 82.80 82.20 TG 82,50 TG FC; B2. 0 G 83.00 ell, 1 -1.5__0-__-_JN_V 81-55 w 80.6 7 TC FG r-9 0,-4.0 INV X, 0� (9-48-6-19 FL UT 7.61 74.1 B-4,90 L 8 82,BO 0 0 1 0 q _G F6 F 8�1 J 0 FG 1 01 s 0�e 40 F_s F ILA] 83.J0 n R.Ky FS 82-80 V ­.I ... 1.6'a CD 0or 8 0.5 4 TC I V I. - I w1ma*.AkmkA WWW" 6 V pAkmwA90A f 00, 80-04 FL 82-30 82.' o w"w" X 8 2,5 Hp fil HP G,,F'. 8 3.10 I AA A 182.26 Ll Lr) TC 82.3) 1,10 10� FS 82..61 820 0 FS ...FS FS1 .Af I rx, 1-9/0 ""I'll 6 1 .49.65! g 4z." 45.65' .82.46 I 82.7o FS FS FS TAU, Lo GI) 'at$ nt I TC T 6 ITT" L6 G.F. 83-20 Q0 STR CT 1 8 0.32 VC 82.90 82-90 79.82 FL 82-50 HP INSTALL T X T AREA DRAIN, NDS OR EQUAL HP HP HP 82.20 INSTALL Y' PVC SOR DRAIN LINE. =OEM"" OF _F Hp. INSTALL 4! PVC SOR DRAIN LINE. Now=" (D CONSTRUCT 4! THICK CONCRETE SIDEWALK. 82,40 INSTALL CURB OUTLET' STRUCTURE PER DETAIL ON SHEET 2 FS 82,50 CONSTRUCT CONCRETE DRIVEWAY. r; FS (D CONSTRUCT ASPHALT PAVING I A.C. OVER Er A.B. PER C[fY OF 0 mm "im" TEMECULA STD. # 1150 CD INSTALL PVC SDR DRAIN LINE. FFF 82.8 0 C) -FG CONSTRUCT e ROLLED CURB TYPE lCa PER CffY OF TEMECULA STD. # 202. C_� LOT 32 0 02-50 LOT 30 LOT 29 TYPE X FG LOT 31 2 82-20 TYPE 1D Ty E I 3CR CONSTRUCT T SIDEWALK UNDERDRAIN PIPE PER CffY OF TEMECULA STD. # 303 1 15.0 82.65 Ty E I- 2ER 81-20 FF 83"40 1 �i CD 5.00 81,90 TG FF 183-80 CONCRETE STEPS (f MAX. RISER) 82-05 FF 8361 82-60 -TA-D 2-80.] PAD Nk 80,90 INV 8205 PAD 1 4'�'t 1 FG INSTALL (r J CLEANOUT WITH Er GRATE 82,50 81.90 TG IIJI M'11', "q 82-20 TG FG TRANSITION FROM Er TO e CURBO 80.90 INV 8190 TG 81.20 INV 82-60 TG 2.10 -5.0' 1 83-20 &8 Ij 81.90 TG V YW�� %I.; , N 81.60 IN FG FG 8 .90 INV 2.0% 82.60 TG or MIN. 81-60 IN INDICATES GARAGE DROP 82-10 83-20 2.0% GREATER THAN STANDARD 03 5.0 8.0, 1p 5.0,01, 5.0' FG FG MIN. 1.20.4 0 CN Ist" AS 82-20 METAL CATE LOCATION 82-50 82,90 #Eli HP HP HP mp 82-35 82-60 83.10 83,50 ENHANCED ELEVATION CD I � OF 8 0,20 82-50 82, 10 + 1 81-80 FS FS FS HP FS r HP I Hp HP 82-70 FS 3 .1 3 83.00 FS 83.40 FS 82-25 FS .3 3 82.10 FS 82.40 FS 82.80 FS 3 - 790 98 TC 3 70 FS is id C3 81.50 79,53 FL 8 1.20 TG 80.65 81-0) 81.40 81.70 C� A I qLJ I LO INV 0.10 L6 FS LO FS FS 79.9 7 TC S-0-0050 S=0.0050 amwo ap~w~P-00 am"ammme -mm~ own*4""o am"10 do a"Em 4�0 -ONO-0"00"won* -None OEM*ammso 4mme-ofto amme ammo mmmo 6�w -"No* MEN"ANN" ......... ......... Fl- -now MONO .00-me MEMO-mmme""me mum* am"" TC 50.77 45.0 81-20 1.070 35-00' 1.oya 8.00 a I sit) a pl(r Ou. 0- U U-Juj 2 ;hl -MOW �d g t W�. �j PM 7m PTA, - g,�; 79.72 79,90 ii, 2 60. 80.37 TG 80.5 INV INV INV INV INV INV INV 79.68 INV INV GRAPHIC SCALE 60 40 10 0 10 20 IN FEET 1 inch 10f t. m 0 R s 9 17320 Redhill Ave, Suite 350 0 0 K I C F1 Irvine,CA 92614 Voice: 949-231-8821 S C H U L T Z FAX: 949-251-0516 LD06mwl28GR P L A IN IN 9 R S 9 N 0 1 IN 9 9 R S S U R V 9 Y 0 R S Draw"ng No. UNDERGROUND SERVICE ALERT DATE BY REVISION$ DATE ACC'D BENCHMARK SCALE DATE*-- l1w BY:- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 BRASS DISC SET 1' EAST OF CONCRETE CALL: TOLL FREE PREPA ED BY: POST MARKER STAMPED 68 RESET, 2.9 HORIZONTAL ACCEPTED BY. DATE Zoo. .0#7 J100 A P I LOTS 29mw32 MILES S.E. ALONG PALA ROAD FROM AS 'SHOWN No. 64948 V Llwf H V G 1-800-227-2600 POST* OFFICE AT TEMECULA 29" N.E. OF Exp. 6-30-2007 91OCTOR W FUOL4c WRA!51Cqy wQNew TRACT No. 33124 ERIC N. SPANTAR DATE: THE PAVED ROAD 5' N.W. OF TEL. POLE C/Vlkl CD NO. 6295s C.W.T. 3" S.W. OF 36" VMTICAL PRECISE GRADING PLAN CI*14 SHT& (I OF 18 OFF, -1 TWO WORKING DAYS BEFORE YOU DIG CONCRETE STANDPIPE. ELEV. 1039.3/o AS SHOWN. R.C.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. No.: EXPIRES:- CITY OF TEMECULA, RIVERSIDE COUNTY) CA ---------- 'A' 882.6 C , I A SEE SH GRAPHIC SCALE ET .......,. ..T,.. 60 er s h 40 10 0 10 20 *5 '•F ..u,-.-,..�,w.,r..�wrr_......,-p.-,.--....,.,..,nr..-...,...,....,.w......... .......w.,...,.,..,-,..n,.a......,,...,n: .......•°aa,.....,�.,..w-•,....nw,,.ew...,,.,,......�wr,.,...,,...,.w�,.,.,...•.-,.-..r .+-�.aw.wn...+................w.w...,,.,..,..,a�....,w...,w.....ww..,...,.r._..w..,.-.......�,...r,..,-.. l t'aq�•..rrwyy,.w.,.a� E •. x , DAVIANA WAY ,...,..w,.,„...r,..+..ae_.�,..,...a.....a,�..w..�,�-....-rF•w.o-+,..,--+r.,�w,........-.r w.e..,.r-....w..e....»...,,,e,..,,..,°.,,:-°.e....w....-,,.waa«..w,..rw.�•ww,.o-+....r........ ..w-..,... r....r ,. � .. ......... 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ANN � rNN U e' • DAWORKS CITY OF TEMECULA RT T O F P ��► BEN HM R �� M� SAT � �o����,o •a� RC � SERVICE A�.E DAT BYR VISION N��RE RN NSI E COUNTY 600 -62--69 1970 N LOT 48 TO A 3B � �� � , g/2®/p7 E.S. Zj\ CHANGED �' , BRASS DISC S T 1' BAST OF CONCRETE POST '' PREPARED BY • DATE: 1?' /7 07 � p33x*36, 47•�50 �IORf�ONTA�. � �" �- ACCEPTED �YR • K TAMPED 68 RESET, 2.9 MILES S.E. � � �a CALL. TOLL FREE�� - MARKER Smilk Na. 64948 �ANIEL �YORK � .><x�Y. 3 ALONG PAL ROAD FROM POST OFFICE , SRON WORKS CITY E�[CINEERt,.w _,MrY- rYrY. N.E. AVED ROAD 5' Exp. �-��-�2ao91141 0 DIRECTOR Off" PUBLIC / 9 OF THE 1-800-227-2600 TBMECt� �A 2DAT � �` " , �r ERIC N. SPANG�. I AA•AArA•AryAA•• NRW. OF TEL. POLE NO. 6295, C.W.T. 3S.W. �, CIV1� �� AAS ..A• ...,, 9 OF VERTICAL. '� • 1 OS °�'` T R R IDF-TY ► �HT• a! 6eaNRT�,rTANaPIPC,.r [.,.Lv• 1039.378 78 ,�` �. X3212 EXPIRES• C� � ) 0 Al�� R.C.F. 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PER CITY OF 79.00 INV 79.00 INV 79.00 INV [yyR .r..l._.0 R,...,r-a._.,r ..uy �/ 4 TEMECU[A STD. # 115. 80.70 10.0 I 0. 1 S, S=0.0218 17.Q' 12 INSTALL I PUC SDR DRAIN LINE. �► I I I 1 Tf ROLLED CURB TYPE 'C' PER CITY OF TEMECULA STD. 242. 10.f�CONSTRUC � 80.40 80. a I 1 I ALK UNDERD RAIN PIPE PER CITY OF TEMECULA STD. 303 I FG 14 CONSTRUCT I SIDEWALK � � 79.00 INV 1. .I 151 w I I. 1 LOT 4 I 1 ► CONCRETE STEPS (7r MAX. RESER) I 1 Tyr z 'T' CLEANOUT WITH 6r GRATE I 2 I I 800 70 �' 81.3 I 1 INSTALL Cr d �� 81. a � � � 1 a V 1 I S0r`T o I to v► PA •70 PA180.40 PA 80.4 I EF 81-3 I I FG 17 TRANSITION FROM 6r TO 4 CURB. 1 FG I• .-- IPA 8 •70 I 1 I 80.1 i P ...._80.40 i 80.10 80.10 1 �0 . " - �» R I tip PII NP' C t OOF r , L81.Q0 �,... 81.00 8070 � INDICATES GARAGE DROP 80.70 S FS GREATER THAN STANDARD 03 040 I + r 3 I tip 80.40 I I / 8080 80.80 FS 80,90 F5 80.90 METAL CATE LOCATION LP FA f 1001, 80.00 FS 80.30 FS 1% 80.30 F � 80.0 � ice -- �r 1 -- ..- f �.,...r.,,ter � r_r ,.•..•r�•.--..n�,wn+�s�� �......r �,..�....nr�...►�. ���••....�r�•�. ......•..n..r�•..nw '� ....w....•r�.e•,..w�.r.....r,,..r. .,.•,r� +v++,...�....nr«�.w L�� _._� �,► �,•.•.i..,r...•��r•.rRM �.•.�....r+.,.,r....,►..4.r.•.� ld ,� ENHANCED ELEVATION _..... �. _.�.. _. _�.. r - ' I 1 t ' � 4Or�0' 3�2•L�1•�t 32.04 40.00 I I J} a 78. 1f.f d s r 78.70 �yeo' FS i I FS FS w f n 0 T � � 180AQ'0 TO 80.00 TC I S0.a0 TG 80.8o TG lmw .:w wA� s ,.. 8000 TG SO.Q G 1 � 1 1 78r 20 INV 78r�0 INV F 6 7800 1NV 70r0 INV I 78,20 INV @T8,20 INV g I f I I • � „ I _ ..�.......a...�.��m_.:._w.r,�^.�._��.�...-�� .r�._.��.....-µ..���..r.,_.•u.�.�.Fr,...�._.,..�.�n.�.".��,r���.�.Nw�,.... 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X47 T A7r.w+ +.».•....,.,.,....e,..��.,.......«-.....,....,....,.,.„,......,,..»�.«-.,..,.�,.r„",..-,.�.,- .,>.,.-.,.�•.,,�.�..�,.-....-,.. =h�°i,{-..,.'.,.7 .,.«.. r 86, !.78.44 TC « . 78002 U 078.00 GUrill.� 78.41 €. 9 1- 4, .....#- ,., f•F A JOIV 0AC� A , CATCH 8ASIN GRAPHIC SCALE e 40 0 10 a 10 20 �a zq F .^ ,,... -._, t ,.�...,..�...n.,...,n.w..,..,m.,..W..,.�,,,,,w,;� �. a w�..-..,..,w..,,,.�.,.•.,._. � .�....n.a�.,.,v,".,r,..,..,..�,....._.a,.,�..,..,.�.�..,...,.,..w.•....,......,.....,....:ww,..•..,�....�_:...�..�,.............,�...,�,rW,,....�..».,�,......•.,..,.M,,. .,�.•........q....,.-�.,-...«w.,.,.•,........-.".�,...,.<.w..,•.........,.d....,,..,�....,.,._........�.,�..�......•,.....n....,_.....,�...,...,.�...,.,�._........�>�..�,.•....,". ..,r.-..�--•.•w.^•.. « ,.�„ .?.,b 'A`L alp•""-. :.�,.• k���..�,..�#' ( IN FEET } 1 inch = 10f t. M 0 R s 9 17320 Redhill Ave. Suite 350 0 0 K I C H Irvino, CA 92614 Voice: 949-251-8821 � CHULTZ FAX. 949,251-0316 L007416GR L006mol 8GR' P L A N N 9 R S 9 N 0 1 N 9 9 R S 5 U R v 9 y 0 R 5 SEESHEET - Drawing No. D�►� ACC-____ ��NCNIARK C��� ti��S� , � DATE: ,� �� TEMECULA �RGROUND SERVICE ALERT' DATE DY REVISI INS � ���JNC � DEPARTMENT OF PUBLIC WORKSElm . f% 8/20/07 E.S• TMCHANGED LOT 43 TO A 3B Z " RIVERSIDE COUNTY 800-C► _8 POST 'fir BRASS DISC SET 1 EAST OF CONCRETE �, �, l � PREPARED BY: CALL: TOLL FREE HORIZONTAL � V% - ACCEPTED BY: DATE: 40w43 MARKER STAMPED O8 RESET, 2.9 MITES S. . � �, � z `� -:. ALONG PALA ROAD FROM POST OFFICE AT c� No. D4948 �, w,, 1 ,. - DANK Ao YORKAS �HC.�IIIJN � � � �' Y�;�t- ��a 1 1--800-227-2600 TEMECULA 29' N.E. OF THE PAVED ROAD 5' - c . Exp. 6-30-2009 �, x DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � �`�MY� L DATE � .1;yY� Yd'1'l.Y�. TRACT No. 33124 N.W. OF TEL. POLE NO. 8295, C.W.T. 3' S.W. ,� �- ERIC N. SP C :Yrr . ._ e !. � .���� ..A•►•••AAA.•- � ��..AAAA• .• .../ �� ���.�u�OF 36' CONCRETE STANDPIPE. ELE1/. 1039.378y�RTICAL� -�� .A• $ .. PLANSHT.1f N .: 84 48 EXP. GATE: 8--30- 09 R•C.E• No.: 4321 EXPIRES: 3 31 08 �N CITY OF TEME ULA, RIV RSI COUNTY, CA TWO WORKING DAYS BEFORE YOU DIG AS S�iOWN 00� R.C.E.R.CrE o 9 - -------- ims-oil 010 NMI=111 Per'Rev a SEE SHEET 4 1 3 00 0,5% DA VIA NA WA Y 0.5% 14+00 C�11 C" 1 79.28 1 79. 6 79-48 TC 14 79,00 TC 78.83 FL OUT 79,01 FL OUT 79.03 FL UT .66 TC 79-68 TC .20 FL OUT .23 FL OUT 79.66 TC 79-68 07-9.41 FL OUT 79.43 OUT 80.04 'FC 79.5 4 FL 9.52 TC 79-58 1 1 \\\-Z I I 79.75 79.52 FL 79.99 FS 78-94 FL 79.12 FL FS 40 PVC 80-16 79.14 FL, 79,31 FL 40 PVC 40 P 0 1 79-34 FL FS mum VC e P a fill% 8 1.20 TG �M 63.50) e Pvc� I IN 79-54 FL 80,10 80-24 1,Ru vlrll�-!11 JU.16" r _40- PVC 40.04 FS F h 33 ,00000 mom" 1;A; XMI'll."?, dP 411A A' Oak W 01 U11 Mm rlli MI; 'a-02 70iw w I" 40M A I An Tr. ro 82.20 TG- ft" FS 1.80 TG at-50 FS I I &2w1ffl FS 1 8100 TG &H- O FS IV-- A..-I 79.50 INV.- to , .I I :1 /%7.UV lily 1. 80,00 INV 81.10 FS 80.46 TC IV2 79-60 11yy 81.90 FS 81-50 FS 82-30 FS 81.60 82-00 81,20 79.96 FL 1 &H.30 0 V Ao 807" sotso HP tip 8". 0 92.40 HP FS FS HP FS Of ROMEO"amonommi" FS amon"monow"AMMON"ameno"ME==" f 82-00 1 8 .60 81,20 82.40 HP HP HP 1 3 3 3 3 3 3 F LVO%T 52 �T- LOT 54 0 OT 53 ?J20140 <D1 (D 81-50 82-30 4 TY E 1013 8 1,30 TG 80.90 TG FC TYPE 2C FG C41 1r__ I 1 0 0 V__ I 9 sco 0 S 1 wd V 8011-70 TG C31 80-20 INV 1 80,20 INVQ 80.90 TG (D 0 1 0 PAD I 02,10 TG CD PAD 82-70 1 (��_o �,>-800n-,f 0 INV 120 INV C74 V1 1) 1 CONSTRUCTION NOTES VV.00 INV 8230 81.50 FG LOT 510 FG INSTALL T X T AREA DRAIN, NDS OR EQUAL TYPE 313 80.62 TC 1 12 INSTALL 6r PVC SOR DRAIN LINE. cn 8230 1 rc-,, I FF %11;_2; 0 /r80.10 FL 2.10 TG PAD 81-50 60, FG 81.90 5.O'i 15.0 0 0E No MEMO L0 INSTALL 4! PVC SOR DRAIN LINE. If 6 1 81070 TG FG - 00 CONSTRUCT 4! THICK CONCRETE SIDEWALK. 80.00 IN 81.30 TG INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 19 82.70 80.20 INV CONSTRUCT CONCRETE DRIVEWAY. FG 81.90 M I 5.00 FG I CONSTRUCT ASPHALT PAVING S A.C. OVER 6' A.B. PER CITY OF CD V_: + TEMECUIA STD. # 1151P 83000 FS INSTALL Y PVC SDR DRAIN LINE. 0) CONSTRUCT e ROLLED CURB TYPE PC# PER CITY OF TEMECULA STD. # 2020 27.V 5.0" 10.01, 10.0 oer 180 FS CONSTRUCT I SIDEWALK UNDERDRAIN PIPE PER CffY OF TEMECULA STD. # 303 g. 82.40 CONCRETE STEPS (-r MAX. RISER) HP V 7 V OF V 80.49 X monow"anomm"AMMON"AMMON"MEMO"" anomang MENEM"MOMM"woommom"w V V 79.99 FL Lo INSTALL Er #To, CLEANOUT WITH Ir GRATE V moomm"MOONS" Mow"" Ann="SEEM" 82#40 TRANSITION FROM Ir TO 4! CURB. HP 81. 0 "81-20' 81-20 5UN 0- 82,00 ...81.60 HPfit G.F. 82.70 HP 14P 80,44 TC % Z INDICATES GARAGE DROP ft .9 : 79-94 FL Ift . C) i's L6 V_ GREATER THAN STANDARD 03 T Ohl'WN I G p- FS ;5A SE%t"Ll METAL CATE LOCATION Z\ _TC 82.20.: k FS. F,5 V, RA11111 "0, ENHANCED ELEVATION s mv M 49.41 117 06JI '10 V D �3 82.20 80-52 P-1 J rc -7 VON IPP"I (10 x )--A .Ir x ra. k1 000or 80.2 7 _FC 79.77 FL, F. 8 2.6 0 Y 81-20 i V V HP GRAPHIC SCALE 82 JO __82.30 HD 10 20 40 60 10 0 It"I 1 82-80 FS 0 1'1�1��IIPIIE�T,�t7�7 2 0 _s , ,,'E." r r -M MR 1" 82.90 IYJ IN FEET 1 inch 10f t. 8 12-2 0 80.15 T( 81.5 UK"If IM FC 0 rL b 79.70 OUT 1Z 0 82 C) 6 �gf ,-0121 81.20 TG 0'0 0 2) 8" 6 0 TG �k"- V, B2 )o INV 8 0.9 0_TG 00 co 00 V11 80;�90 INV 80,40 NR�5 "On d' 20 WtZa m"" 82-20 82.00 '[G 80.10 INV rg" u 0 81-20 'N FG 81.50 L 8 1.2 0 TC 2jM TG kqg M 0 s 9 17320 Redhill Ave. rn. < 80�90 I Ro 4() INV N q'i Rn Suite 350 LOT 58 U&T 56 D 0 K I C H� Irvine, CA 92614 0 LOT 55 L04? LOT 57 I& ION TYPE 20 Voice: 949-251-8821 TYPE 2DR TYPE 1 B TYPE 3AR I . L,17 0�w 06 kq V* S C H U L T Z FAX: 949-251-0516 FF 8120 FF 82.80 FF 82.40 FF 82-10 PAD 82-201 PAD 81.80 PAD ---81.50 PAD 82-60 LD06428GIR PLANNgRS 9 NG1 IN 9 9 RS S U RVI11YORS SEE SHEET 13 Dra w ng No. UNDERGROUND SERVICE ALERT DATE BY REVISION$ DATE ACC'D BENCHMARK SCALE ftelpiErp BY: Ale_e* DATE. A DEPARTMENT OF PUBLIC WORKS IZV V10t$eb reVL Lail t�1.0,54 IVERSIDE COUNTY 600-62-69 1970 01 04b BRASS DISC SET 1' EAST OF CONCRETE 1-1 X PRE RED 0V CALL: TOLL FREE POST MARKER STAMPED 68 RESET, 2.9 HORIZONTAL ACCEPTED BY: Agol DATE: 07 LOTS 51 xw54 No. 64948 MILES S.E. ALONG PALA ROAD FROM AS SH )WN 1-800-227-2600 POST: OFFICE AT TEMECULA 299 N.E. OF "p. 6-30-2007 W FUOLC UM610W 51�QNMO*i TRACT No. 33124 W ERIC N. SORILER DATE: THE PAVED ROAD 5" N.W. OF TEL. POLE C) CIVIV. PRECISE GRADING PLAN NO. 6295, C.W.T. 3' S.W. OF 36' VERTICAL CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN CA0� R.C.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. No.: EXPIRES:- _41-PLI0.0 CITY OF TEMECULA, RIVERSIDE COUNTY, CA SHT.12 OF 1,8 TWO WORKING DAYS BEFORE YOU DIG -1:7, TC 4 TC OUT 79 IT /000f_ Fox SEE SHEET 14 .LOT 62 LOT 61 LOT 60 LOT 59 TYPE 3CR TYPE 2E TYPE 1A TYPE X FF 82.76- FF 82.40 FF 82.00- FF 81-60 . PAD 82.10 PAD 81.80 PAD 1 81.40 PAD 81-00 ------- OF 82.40 F-S 82,,50 81.80 CD 0or HP 79.53 '�A 79,03 FL �j 81�80 HP w" 82,10 Z__ .6 C) arAk --------.....------- ------ GB' 79.68 Tc �31 60 x, 8 IJ 6 A 33-48 ......... -"W* ORSINI 52*4.8 Y 81-58. 40 79,56 FSy��)"jv w 81 v_"' FS GB TC V -in 6 0001 Ld G.F. 81-90 1 79.31 "IC 78.81 F 81.60 81-60 81-20 81-20 HP P HF 14P 60.80 ITW AMMON"momem"annow"M�Mmmmwwwmwm" HP AMMMO 8=EM"asom"&noon" MOMM"mmummmm"w 4WOOR- Mmo" nommo" AMMON" CONSTRUCTION NOTES 11 82-10 INSTALL T X T AREA ORAN, NDS OR EQUAL FS 82,20 INSTALL 6r PVC SOR DRAIN LINE. dc'. FS C) C-li INSTALL ir PVC SDR DRAIN LINE. CONSTRUCT Ar THICK CONCRETE SIDEWALK. Zza 81. 0 INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 FG 8 TG 80.90 TG FG CONSTRUCT CONCRETE DRIVEWAY. 80.50 INV 0 1,30 TG 79,18 TC (�)80.00 INV 80.50 TG 1 78.73 FL-OUT (D CONSTRUCT ASPHALT PAYING Ac. OVER er A.B. PER cny OF M., 81-50 (D�0.50 INV "V (D-59." 0 INV'%`,, I 11K' 110g I, 1� 1-1. -OMMMENNO ammea ORONO OMWO m�ommo Ow TEMECULA STD. # 115. ­­ '11�'"' / FOG 81.10 �'vn Rt' I -0.0 7 INSTALL X PVC SDR DRAIN LINE. FG I 1 80-90 TG CONSTRUCT if ROLLED CURB TYPE 'C' PER CffY OF TEMECULA STD. # 202. 80.00 INV CONSTRUCT S SIDEWALK UNDERDRAIN PIPE PER CffY OF TEMECULA STI). # 303 80-50 TG FG I CONCRETE STEPS V MAX. RISER) 3 5.01: '00 15.0" 5-0j 79.60 2010' INSTALL Er ITS, CLEANOUT WITH (r GRATE 81.90 LOT 63 0 64 w 3 Ty E I IIAR TRANSITION FROM If TO 4! CURB. 14.7' FG TYPE 1 '3C 46 1. FP 42�-I 00 1: 13 LOT 65" FF TYP I 81.50 PAD 41 FF 84-4IOa PAD 81-10 79.06.TC 81.60 81-20 81.20 1 9-8 ) 1 1 1 1.6v /8,56 FL HP HP 14P CD MP HP 00 OR aummww ANN="MOONS"Monona noon"Now 0 0 amomm"immoms"ankma"AMMON" ani + INDICATES GARAGE DROP Mal- 0 4 A in (D 80-80 V GREATER THAN STANDARD 03 0�.I C�;; I I. W420 FS HP FS FS ........ XO' 444 0 FS FS &I�M FS METAL CATE LOCATION 81.50 FS 81.10 FS 80.70 FS q 79.01 TC OUT 78. IP ENHANCED ELEVATION V7 I \0%,� # .1 - Q 5 LO L0 POI,A- 451 .1 00 SUNNI 51-62 %Rff 4wommo=Now-no-� -ORION amma AMR 0 O"ORM �o M�onomm omw%ONNROI `ONNA OR no 4�ONO"ORION RONNO,amommo ammmoo -MMO-000 MMO MM-No mmmo-.10 ammo 4� --N% ORION .0"0 NMNO Oman?coma-ompo amm-.Oo on�.Mo"wo anoo a"" ORONO -amme �-0.0050. 78.92 79,15 )NV OT 81 FMA%Klp UNN mf 014 79 80. TG .30 TG INV (Doo, 'k .33 INV 4 obj 80.90 TG 90. 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CD mo 9 7, 0'75% C\ Ev 0*) 19.92 . ................ 00 G.F. 80.70 40 4o 80.40 Hp, HP 80-90 1 80.90 FS FS 80.10 FG 80.40 79 50 TG 79.20 TG FG TG 80-10 80 10 TG 79.80 TG 4D &7-8-.' 0 INV 0000" 78-20 INV 79.10 INV -79.'30 IN 7 J.UU IN 79-50 TG 80-10 FG C) 78.70 INV 80.40 V-) 11.0 FG LOT 74 0 1: 1 LOT 779 LOT 75 79.80 TG 79.80 80.7n TYPE 3A TYPE CLA 00 TYPE 2 FG LU W Fu FF 79.00 INV 5.0 1 .01 8.0) 1 15.0 FF 5.01 15.0" r-W FF 8+. 70) 79.20 TG 12 PAD, 0$0 PAD (T9 co PAD (80-2q LOT 76 78.20 INV 79.80 00 3 31 3 1 3 3 3 =0.01' 80.70 TYPE 1DR RAISE PAD RAISE PAD FG FG FF q&.fO co ELEVATION ELEVATION PAD 79-50 00 TO 80,60 TO 80,30 .80 80.10 79.80 W HP '080.40 80.10 -.Iq-CIO HP HP %VW HP to QIQ rfte %JV*V FS 84.-N 79.50 FS FS FS (D I HP -S l6on o a�.-N FS 0 A*BOmSO FS cf2rzvlp.-'zf=v FS CONSTRUCTION NOTES 9.40 FS V) 80-00 79.70 FS V 80.30 FS (D INSTALL T X T AREA DRAIN, NDS OR EQUAL 80 .20 TG INSTALL Er PVC SDR DRAIN LINE. C 60000� 79.90 TG INSTALL PVC S LI CN 78.58 79.26 TG 80.10 7960 TG 4 CRETE SIDEWALK. 0 To CN co 79.90 77.7 NV. FS (�)t7-8.25-INV FS 78.29 JNV o6 INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 00 N -7^go". Tr. 77 7'' /.z Or -To 7,�71 77_7 CONSTRUCT CONCRETE DRIVEWAY. 77 7R 9 i o 79,50" '79, CONSTRUCT ASPHALT PAVING - A.C. OVER Er A.B. PER CffY OF TEMECULA STD. # 115. 26-00 37.32' 35.00 38-00' INSTALL PVC SDR DRAIN LINE. FL 77-23 FL 4 PVC PVC r4wC 4 PVC 4 76.39 FL 76.72 FL 76-69 FL 76.91 FL 76 94 FL 77.20 PVC CONSTRUCT ROLLED CURB TYPE #Cj PER CITY OF TEMECULA STD. # 202. PVC 4 PVC I I CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 77.80 77-02 77.30 77.56 FS FS FS CONCRETE STEPS (-r MAX. RISER) FS ALL 1� 'T CLEANOUT WITH GRATE INST 4 TRANSITION FROM Er TO CURB. 76.73 TC 77.28 76.98 TC --(3 77.01 �rC 77.54 TC 77-59 TC IT 77-25 TC TC -OUT D4 or 76-28 FL 76.53 FL-OUT 76.56 FL-OUT 76.80 FL-OUT 76.83 �"7 .09 FL-OUT 77.12 FL-OUI INDICATES GARAGE DROP GREATER THAN STANDARD 0.3 M OCK ' LANE METAL GATE LOCATION ENHANCED ELEVATION GRAPHIC SCALE m 0 R 5 9 17320 Redhill Ave,Suite 350 10 0 10 20 40 60 r"i L E i'll fit D 0 K I C ti Irvine, CA 92614 r Voice: 949-251-8821 oat q�o 0 v3.0 0 00 S C H U L T Z FAX: 949-251-0516 IN FEET 1 inch 10ft. LD06ml28GR P L A N N E R S I N G I N I I R S -C) 06 ...........------- Drawing No. UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D SCALE AgelPT0 BY: DATE:IR LIC WORKS RIVERSIDE COUNTY 600-62-69 1970 vo 114 IS 0 S 0 F L0 kool'ip 14 ol 1 0 lot �L CZ) BRASS DISC SET 1 EAST OF CONCRETE PREPARED BY:CALL: TO D 68 RESET, 2.9 HORIZONTAL �%11 --- Y: DATE:-;u 2!: LOTS 74m77 2 No. 64948 m Wl"m C MILES S.E. ALONG PALA ROAD FROM 195 AS SHOWN `9 4" 1-800-227-2600 W Exp. 6-30-2007 CULA 29' N.E. OF - C(- t7v?rcrai? Or RA30C W)RK51CITY 9NGIQI53? TRACT No. 33124 ERIC N. SPANGLEV DATE: THE PAVED ROAD 5' N.W. OF TEL. POLE CIVI VERTICAL PRECISE GRADING PLAN NO. 6295, C.W.T. 3' S.W. OF 36' Of R.C.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. No.: EXPIRES: SHT.1 8 OF 18 ORE YOU DIG CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN CA0 CITY OF TEMECULA, RIVERSIDE COUNTY, CA