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I __% I $y PROPOSEp OP , PROFILE SCALES ` t - d d ' _ -t tl_ t$,, 1 _ . , 1111 .,, _ _ . _ - x _ ,-.-,. -t,,..,... d., .. ,.aS ., • - Q . _ n>,.. �,.,, ,.. -,w,- . ., 1111 e„ , , ,. . ,_ ,r. r. x_„ 1111 <. m , - .i -,F _ _, „ s , , , . . v ,_ „ » - ,< _ _ . ,. ., x .. _ ... , _ _ - , . $ - .. _ + _ _ .,, . , w , . _ A -,. , $ > , ,,£ $" - t gam' _ - r r _ i g a _ ` - ' t f " , f t , OF RrGt�T iURE F {, . - i - - g •_ , .. _ aloRlz.. , 40 F i A - . - - - _ - 1111 ..,< , . , , , . , _ » . .. ,. », n , „� . k jc� - 1111 „} « r"- - ,.-�. , . ' - ___ .. _ . .» ,__ ..« .. «>. < 1111 ,.. ,.«, .»., - .._ .«, ._ ,.<.-_«, ._ 1111 ., - .. ><.. - „ " i ._ . __ w • 4- - _ _ , ,' - ' .> t ` ;« VERT.. 1 -4 I 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 V m 2 . V_ + O 10+87.02 BC ^8 o Cn 76.34 Tc y W 2 10 j 75.29 L,, 1� T A A D C/ (JIq +I PROP. 24" SD CONNECTOR PIPE "L" PER DWG. NO. 3849 EC 11 +07.83 11 +26.70 GL. C. BASIN "L W=28.0'; V=6.0' W) 0 84.40 TC� 13+36.12 RAVENWOOD COURT C/L INT. =15+28.99 SANDSTONE LANE C/L N 99 ECR PROP._R/W1 12+91.12 'fa - 82.47 7 13+36.12 RAVENWOOD COURT C/L INT. =15+29.99 SANDSTONE LANE C/L O CROWNLINE Q 32' 32 ECR �; ? 20, 84.40 �� Q h v . 1 .I. 1 83.12 13+81.12 � 3 -� `-_d 83.73 8" WA TER PROP. 24" SO UNE C-3 PER DWG. NO. 3849 �I U ! 1 _ ( I - V5 m PROP. R/W ao rn rn a LETTERED LOT 51 N 50 to to N � ,o to N `° FOR DRAINAGE a, *3 �3 * N N � 10 cp a 44 a, o, F m 58 0 57 + a 56 � „ g a 55 6 � o, X54 rn N » > rn 3 r 3 3 ^ 3 41 � 42. E m T+ N N O '� os rn o, coo °+° a^o3 III R Z� ^ � 'U ^ 3 - '( 11+07.83 EC 1+ 7 3 11+26.87 "M" 13+36.12 RAVENWOOD COURT C INT. •-f W) v . ao N °p io o, N ., C.L. C. BASIN W�28.0 ; Vs6.0' =15+30.99 SANDSTONE LANE C/L N I 2 a^o + Z OTC 1 L I I I OTC 2 15 TC 1 s2 38.00' 4 15 i 130.29' + m w Z m 13.32 t Z r1 N00 00'35 W - ,r - r. L- i _ - - 08-_ CL _ n 15 14 8" TO 6" CURB TRANSJTION ri PROP. 24" SO UNE C-3 PER DWG. NO. 3849 �I o BEARNGS ARE BASED ON THE WEST@1LY L.1�E OF OEM A SL�NISIOW OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TO NSHIP 1 NORM J THE NORTHEAST OUARTBi OF SECTION 23, TOIIN�� RANGE 6 WEST, SAN B@M UDNO MERIDIAN, COMITY OF SAN BERN k DNO. 1 NORTH, RANGE 6 WISHT SAN BERNAIDINO L191X , AS SHOWN ON A�0M MAP OF TRACT NO.1 M, o F ID N BOOK 250 OF MAM AT PARES 4t DIROUGH E 66, DKX. UIM N TFE O� OF TI•E COUNTY E RECORDER OF SAN B@N MUNO COUNTY, BEND = NORTH W30'2C YAW. i MAF_G REV. REMSION DESCRIPTION DESCRY BY bE I FKVK TITAN WATER 06171ICT 90. I CA YORNIA =2 RANCHO CUCAMONOIA, NEAR THE OF SUIIMT AVE AND CHERRY AVE AT THE i SOUTHWEST COii�ER OF CHERRY AVE AND SUMT AVE 101 FEET WEST OF THE Co1T!'Tam OF CHERRY AVE AND 37 FIST SOUTH OF THE cewr um OF St31 u AVE SET m_usH DIAL TWO WOKING 1 ON THE NORTHWEST COIM@i OF A 10 FOOT WOE BEFORE DAYS NDMK n CATCHBASD1 Ort FOOT SOUTH OF CUM FACE A STA DAiD YOU DIG YOU DIG N MWD9C 3 NCH BRASS DISC STAMPED 033A 1 W. TOLL FRU -000-227-2600 � A&caw 4%O W/ 6 NAVD M -16OOM �1� A PLIC SERVICE tY Inti >iER1lICE ALERT � A v. A✓Yj AN 4 3 PROP. 8" SEWER 19+53.30 RAVENWOOD COURT RADIAL PT. , �I 1 _ ( I N +HITT m PROP. R/W o BEARNGS ARE BASED ON THE WEST@1LY L.1�E OF OEM A SL�NISIOW OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TO NSHIP 1 NORM J THE NORTHEAST OUARTBi OF SECTION 23, TOIIN�� RANGE 6 WEST, SAN B@M UDNO MERIDIAN, COMITY OF SAN BERN k DNO. 1 NORTH, RANGE 6 WISHT SAN BERNAIDINO L191X , AS SHOWN ON A�0M MAP OF TRACT NO.1 M, o F ID N BOOK 250 OF MAM AT PARES 4t DIROUGH E 66, DKX. UIM N TFE O� OF TI•E COUNTY E RECORDER OF SAN B@N MUNO COUNTY, BEND = NORTH W30'2C YAW. i MAF_G REV. REMSION DESCRIPTION DESCRY BY bE I FKVK TITAN WATER 06171ICT 90. I CA YORNIA =2 RANCHO CUCAMONOIA, NEAR THE OF SUIIMT AVE AND CHERRY AVE AT THE i SOUTHWEST COii�ER OF CHERRY AVE AND SUMT AVE 101 FEET WEST OF THE Co1T!'Tam OF CHERRY AVE AND 37 FIST SOUTH OF THE cewr um OF St31 u AVE SET m_usH DIAL TWO WOKING 1 ON THE NORTHWEST COIM@i OF A 10 FOOT WOE BEFORE DAYS NDMK n CATCHBASD1 Ort FOOT SOUTH OF CUM FACE A STA DAiD YOU DIG YOU DIG N MWD9C 3 NCH BRASS DISC STAMPED 033A 1 W. TOLL FRU -000-227-2600 � A&caw 4%O W/ 6 NAVD M -16OOM �1� A PLIC SERVICE tY Inti >iER1lICE ALERT � A v. A✓Yj AN 4 3 PROP. 8" SEWER 19+53.30 RAVENWOOD COURT RADIAL PT. RAVEIVlMOOD COURT I DATE I ENGR. I CITY I DATE SOL ENCSEER ALBU -KEffE •nd ASSOC, NC 1011 Ne Ar wxb Swat A�1�% CA I� Rv t7Nt) 630•-1626 Fw- (714) 630 -UM = / • • :• • . •. . • - . _• . _ _ - - -• • •• . • . . ••: --- 48 , I 1 _ ( I 50' +HITT NO2 22'30"E PROP. R/W ao rn rn 53 LETTERED LOT 51 N 50 to to N � ,o to N `° FOR DRAINAGE a, *3 �3 to3 -k ' PURPOSES ' cp a 44 a, o, F N00 00'35"W a' (�0 0) to `�°' 0 t G ao a, o, as rn N » > rn 3 ryg, "- 39 40 �,. 41 � 42. E h I 43 -m +�N ��� Ec - N .+r i " i Lo II ^ 3 w3 6 t." coo °+° a^o3 III R - K PROP. R/W - 617.18' - � 16'15'37" 112.00' 31.78' 16.00' M N ., 12.62 0 N I - •awo OTC 1 L I I I OTC 2 15 TC 1 s2 38.00' 4 15 i 130.29' a 13.32 _ PROP I �� E Z r1 N00 00'35 W - ,r - r. L- i _ - - 08-_ CL _ n 15 14 TC RAVEIVlMOOD COURT I DATE I ENGR. I CITY I DATE SOL ENCSEER ALBU -KEffE •nd ASSOC, NC 1011 Ne Ar wxb Swat A�1�% CA I� Rv t7Nt) 630•-1626 Fw- (714) 630 -UM = / • • :• • . •. . • - . _• . _ _ - - -• • •• . • . . ••: --- 48 , I 1 _ ( I + + n +HITT NO2 22'30"E PROP. R/W ao rn rn 53 52 ' 51 N 50 to to N � ,o to N `° 0) `° 49 + - *3 �3 to3 -k -3 E a, a, a, o, RAVEIVlMOOD COURT I DATE I ENGR. I CITY I DATE SOL ENCSEER ALBU -KEffE •nd ASSOC, NC 1011 Ne Ar wxb Swat A�1�% CA I� Rv t7Nt) 630•-1626 Fw- (714) 630 -UM = / • • :• • . •. . • - . _• . _ _ - - -• • •• . • . . ••: --- 48 DELTA/BEARM � _ 18+63.30 1 _ ( I + + n +HITT NO2 22'30"E - ao rn rn B LOT "C ' 520.00' 40' 4.89' LETTERED LOT 02 23'05" FOR WATER AND 19.98' DRAINAGE PURPOSES SEAL -ENGINEER QRDFESS/ON ������5 D. C�,��9�<y c �� tis Q> m W w NO. C041983 � EXP. 3/31/06 slgT CNI� o� F OF CAUk 45 15.02• n CURVE/LINE DATA PROP. 78" SD- CONSTRUCTION NOTES UNE "C" PER DWG. NO. 3803 1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1015 O CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 ( CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) PER STD. PLAN NO. 1016 ( CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN NO. 1005 10 INSTALL STREET NAME SIGN PER STD. DETAIL 139 14 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE 15 ADJUST MANHOLE RIM AND COVER TO GRADE ENG I N SERI NG 937 SOUTH VIA LATA DRAWN BY- SUITE 500 OS COLTON, CA 92324 DESIGNED BY: PH. 909 783-0101 FAX 909 783-0108 PREPARED 8 CU R.C.E. NO. 41983 EXP. DA /31/ CHECKED BY: DATE: r o? 0 SC/JA J.�t. o • •♦ • • • . t • I -." _ -• I ••• ♦• �•f • ••D • I L•7 ►i ,moi ' �� �ti • C.E. 51152 ' - DATE: SCALE: AS SHOWN ABOVE DATE: SEPTEMBER 2004 DRAWING NO.: 9 3847 10 a DELTA/BEARM RADIUiS LEM/DIS T. TANGIEW A NO2 22'30"E - 35.13' - B O1 04'41 " 520.00' 9.78' 4.89' C 02 23'05" 480.00' 19.98' 9.99' D 02 23'05" 500.00' 20.81 ' 10.41 ' E N00 00'35"W - 228.29' - F N00 00'35"W - 183.29' - G N00 00'35 "W - 755.46' - H 90 00'00" 25.00' 39.27' 25.00' I N01 '15'48"E - 90.02' - J N00 00'35"W - 482.18' - K N00 00'35"W - 617.18' - L 16'15'37" 112.00' 31.78' 16.00' M N16'16'12"W - 50.00' - N N16'15'01 "E - 50.00' - 0 21231'13" 38.00' 140.95' 130.29' PROP. 78" SD- CONSTRUCTION NOTES UNE "C" PER DWG. NO. 3803 1A CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 0 CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1015 O CONSTRUCT 6"-8" CURB & GUTTER TRANSITION PER STD. PLAN NO. 1003 ( CONSTRUCT STREET LIGHT (5800 LUMEN HPSV; 70 WATT; #7; 25FT) PER STD. PLAN NO. 1016 ( CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN NO. 1005 10 INSTALL STREET NAME SIGN PER STD. DETAIL 139 14 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE 15 ADJUST MANHOLE RIM AND COVER TO GRADE ENG I N SERI NG 937 SOUTH VIA LATA DRAWN BY- SUITE 500 OS COLTON, CA 92324 DESIGNED BY: PH. 909 783-0101 FAX 909 783-0108 PREPARED 8 CU R.C.E. NO. 41983 EXP. DA /31/ CHECKED BY: DATE: r o? 0 SC/JA J.�t. o • •♦ • • • . t • I -." _ -• I ••• ♦• �•f • ••D • I L•7 ►i ,moi ' �� �ti • C.E. 51152 ' - DATE: SCALE: AS SHOWN ABOVE DATE: SEPTEMBER 2004 DRAWING NO.: 9 3847 10 a