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I - I � I � I I ` I I e I � � I , � � ,'� " I I -1 � � , � - � � I I ; � I e N - i I I I 11 i I � -, I I , �,_., 11 I _ � � I , � � � � - 1� 11 � � �l - I I I -1 I ", " ,,, - c I � � � � I z I e I - , I I 11'11� , 1, � � I I I I I ': v I 11 I � � I - - 1, 11 � "'' __ , , �11 11-11, �l - , ". _", � I - I I - I � I 1: I - , v � ", � ", _ 11, " I I � I 1 I - � - , , , "" I 1: - I , , I � I � � I � I I I I � . 1: I � I � � - I I I � I " I I I I I , I I � . 1111 �11__ I 1, ,, 11 � I'll 11 ' I I I I "I'll, I 1, - Z, I I � i I "I I I � 1� � I , "I 1 - 11 " I'll 11 I I 11 I " _', " " , I � " I � I I I I I � � � I � 11 I � I I 11 I � - � I � - I I I 11 � - 1, 111111-l'-f - 1 I-, I'll � ,� I � I � -1 I I I � � I �' ,,� � � 11, , ,I __ '' 1. , 11 1 11 I � I , I � I � I . z ,4 : � � � IK I I % I 1, � , , - -A, 11 "' , I I , I 11 I '-- � I I �'l _ � I ,I I I �, , ,� ..- __ � � I � I I ,� � � � , � I � I � , � � "I I 1:, � I , 11 I I - , " , " - I � � �. " , 1� - _____ - - I 1 +00 � i � � I I � , I 1-1 I � I I -,, ,,, I I 2+00 I � � I I , - � I I � ", " I � I I I �l __ 3+0:0 - � - � I I � I �, � ,� 11 � �' - I I � I I ,� % , � 4+00 1, I I I I - ,� -, � ,� , � -1, _� I ,� e � � I �l �11 - 11 , I :1 5+00 w 1+00�00 BLOSSOM PLACE CIL INT = 1+00.00 PELICAN DRIVE CIL--, 58'�� 1 ' ui �9 10. I EC ,-- I - v a' 7 Z;, t_, i- � I I IM �� I , ,�` "I I I � � CONSTRUCTION NOTES (D CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.B. PAVEMENT 0 AND GUTTER PER CITY STD. 104 (�) CONSTRUCT 4" P.C.C. SIDEWALK (W=4') PER C17Y STD. DWG. NO. 103 (D CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 (�) ADJUST MANHOLE RIM TO GRADE 0 ADJUST WATER VALVE CAN AND LID TO GRADE /�� 8) INSTALL 5800 LUMEN H.P.S,V, STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER /_1 I ��) CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. NO. 307 @ INSTALL STOP SIGN PER CITY STD. NO. 401-8 m I m m m � ) Typ� 6J. 00' I i 63.0 1 . , � � I � I I �! I P_ .---. -r- - � - . __�t,-��_,_-__--.:____-.,_ 1 lr__ ___ i , __ - ____ D , � I 11 , , , Rn , j , �2 ,, 8 " 11 WA TER 4+00 �, ,----i-------+- __--��_ , , _q 7i 0 -co , 6" ; n - I n � I M . � 11 I - M-11, 1-11, ... I I � "I � � I 11111 ',� "I'll [,�",' � "I , � -", I , z I I zzz , I - I �� - I __ 0 co N 6 0 + I*- ma m � 72 + ? -,� 1 71 1. (3 INSTALL STREET NAME SIGN PER CITY ST0. 401-A & 401-B @ PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CALTRANS STD. � I I e I � I I I I I � I I I 11 I , , () '' ,, , , � � � � , I � � " I I � I I - , I I � - I �l , � , : -, �, , I I , I I I - 11 1_111 I �11 � � � � Z � - I � I I I - I -1 I I'll � I I I � 11 I I I I I , , 1 1 1 1 1 � I �l I 4 I DWG. NO. A240 " 11, -110-11 -11, -11 I ", - I -1 I I I r :1 I � I I - ', I- , ` ,� "- '' ______ , ", /N (13) I-" PAINT 4" SOLID DOUBLE YELLOW I I" I I I , , ", , _- - � I ; I I 11 - "I � , "' , " , I - " @ INSTALL TWO (2) 6 " SCHEDULE 40 PVC SLEEVE. FOR IRRIGATION AT A DEPTH OF 18 " (�� INSTALL ONE (1) 4" SCHEDULE 40 PVC SLEEVE FOR IRRIGATION AT A DEPTH OF 12" @ REMOVE BARRICADE , - I , � , e, � ll� � e , . j I � � � 1� � -, , I , I 11 -, , , ... ..... �111 - � I , '+'. , - 11 � I I "I'll -, �11_ � I 11 � �l � � �l I I , -11, � I I � 11 , , " I , I 11- I 11 11 11 - I - -11, @ INSTALL R,2 (25) SIGN, SPEED LIMIT LEGEND Z� �_ - 1, _ '_ '' ", -, _ " I 11 � I u , I P: � , I I 11 � I a- � �t, "I' ,_ �Z, , , Lu I I I _� '' � I � - , , " , " - I_ 11 , - I I � I I � � �.` I � � � 11 , 11 e\ UO STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET I @ CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 (W=16') (9 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 (W=12') l'i ...... c M I!11,"ll ! 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I I 11 I I I ol I �, � I I I � I I � I I , '�,, �� I I I � I I � I ; I I r I - � " I I � , � �� l I " �_i I I , � I - , , , n "I , , , - -, , , I l � � I , � - I � i � 1� , I I � ; � . I I 1, I I v , I � I -1,01, -, " -, , " , I -, ,,,, ��__, 1 I I-, '' 7 1 1, � � �, � I I � , I- I � I � 1�1 I � I I I I � I : " �, , I 111-1 - , , , �,'� I ? , I : ---� �, � *_,_ I - - 765t',L� �� : � , I , � 1- I � , ", ", � " 7t, 1- J,r-:, , , 7 __ I", I 1 - - 17 I;- , - � , -T-, - I � I '� ,� �, , � �- i� "4 , , - , I 1, - , I , ,� , 1" , , I �__� , I � - , _,� �,, I I 11 � , - i I I , � , - 11 ,�_� . , 11 I'll, "I '' I I �l I - � ' 111-"7 I I I I I 1- I 1-1 11 - I 1:: I I 11 I 1;� I - 11 I I - 11 � , � I I � 11 I I I— 1:1.1 - " , , I � I I . . .... . I I I -, � - - I I ", I I � � I - 1� I �� - I - � I I I I - I � . I I I � �, I � I I I I ; - I I I � "I I I I I " I � I � � 1. I I I I � I I I I . I � 11 � I I � ", I � ,--' I I . 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I I I It , .1 I I I I : i : : : : CURVE/LINE DATA 0 m 04 -0 i��YW__ ECR I TC - m SEE SHEET 5 PELICAN Dm W $ 1 __-ff, - - L-L-0 %.-, HEET 5 SEE §' a NO, C054703 EXP, 12/31/05 " �111> 'I , �aw_ ,4_� 78 2+74.92 PEAK WAY C IN T. =,3+75.07 PELICAN DRIVE CIL m GR4PW SCALE 40 0 20 4-0 80 1 - , I I i : � I : I " = 40' - I I I 11 � - � I � I I '' , , , I " , , , , - , � I , I , , , , I , I I ,_ m I , f, I 1+00 2+010 3+00 76 TYP.( m w w W=2'5', -- V=5' 14-64. 34 TC 78 79 4. + m m HL AX tLA L;t 54 SEE SHEET 4 CURVE/LINE DATA 91, 88 1+00.00 PURISIMA PLACE CIL INT. "t 1 1110-1 I. m m SEE SHEET DARKWOOD WAY EJR was ITT m m BCR 81 m of S TA. 2 80 (2) L.�DELTA�I�ING (�) CONSTRUCT 4" P.C.C. SIDEWALK (W=4) PER CITY STD, DWG. NO. 103 G) ................ ............ ADJUST MANHOLE RIM TO GRADE 06'3852" ADJUST WATER VALVE CAN AND LID TO GRADE INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. NO. 307 GRAPHIC SCALE INSTALL STOP SIGN PER CITY STD, NO. 401-B INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B 1 " 40' PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CALTRANS STD. DWG. NO. A24D CONSTRUCT DRIVEWAY APPROACH PER C17Y STD. 101 (W=16') CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 (W=12') ..... .... . ....... .. .... N077CE TO C0N7—RACT0ff- N31.4613"W 9'27"W CALL CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF UNDERGROUND SERVICE ALERT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL I I ....... ...... .... I ....... ....... I .. DISCREPANCIES TO THE ENGINEER PRIOR TO . ............. .. 1 -800-422-4133 CONSTRUCTION. m w w W=2'5', -- V=5' 14-64. 34 TC 78 79 4. + m m HL AX tLA L;t 54 SEE SHEET 4 CURVE/LINE DATA 91, 88 1+00.00 PURISIMA PLACE CIL INT. "t 1 1110-1 I. m m SEE SHEET DARKWOOD WAY EJR was ITT m m BCR 81 m of S TA. 2 80 (2) CONSTRUCT 6 " CURB AND GUTTER PER CITY STD, 104 (�) CONSTRUCT 4" P.C.C. SIDEWALK (W=4) PER CITY STD, DWG. NO. 103 G) CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 ADJUST MANHOLE RIM TO GRADE ADJUST WATER VALVE CAN AND LID TO GRADE INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. NO. 307 GRAPHIC SCALE INSTALL STOP SIGN PER CITY STD, NO. 401-B INSTALL STREET NAME SIGN PER CITY STD. 401-A & 401-B 1 " 40' PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CALTRANS STD. DWG. NO. A24D CONSTRUCT DRIVEWAY APPROACH PER C17Y STD. 101 (W=16') CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 (W=12') N077CE TO C0N7—RACT0ff- 48 HOURS BEFORE YOU MG CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE CALL CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF UNDERGROUND SERVICE ALERT ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO 1 -800-422-4133 CONSTRUCTION. I 5+56.18 51 TC Q� �\-Qo 66.61 \11 11 Mac m � I I flol, 65.23 Tc NW-1-112V�� 54 WM�- MA /NE STA 54-25 PEuCAN DM VE - 4+ SEE LEFT F E S JQZ l< NO, 0054703 EXP. 12/31✓05 Approve CITY ENGINEER DESIGNED BY. JA DRAWN Y. IDS CHECKED BY. JRW RCE NO. 24953 SHEET 937 SOUTH VIA LATA 5 OF 8 SUITE 500 COLTON, CA 92.324 DRAWING NO. PH. (9 39) 783-0101 FAX (909) 783-0108 PROJECT StEET NO - OF 1+010 2+00 3+00 4+010 5+00 CURVE/LINE DATA me vfi tw 4! N43'04" "E N43'04'50"E 26'40 t 75-40' 26'40'35" 26'40'35 28'08'54" 300. 00' 76 9 1' L=135.�g' E-P N45 -09'4 7"E -PARPAL, .D 1, L ED. v PM MN PV/ EL E V .147254 . -Nx ORTTH,,'- G L`5X67 Q-1 U6 rL Ao kr): 6% �7 "97 QY Af P` TTA L A 49-W GC 'N PW ELEV 1472�64 EV - RB RETU A/4 A/4- Cil .......... 4 7 "S'-,0 U-1 In h - c� iz) 1+010 2+00 3+00 4+010 5+00 CURVE/LINE DATA me to 48 HOURS BEFORE YOU DIG CALL UNDERGROUND SERVICE ALERT 1 -80 - x-22 -413 R, V, NO, C054703 DESCRIPPON OF REOSION Aj)Droved 8v : f 4 C17-`r` ENGINEER DES)GNED BY: A DRAWN BY. os CHECKED BY: JR:w RCE NO 24953 fflOLECT 945ET Ala — OF vfi tw 4! N43'04" "E N43'04'50"E 26'40 t 75-40' 26'40'35" 26'40'35 28'08'54" 300. 00' 76 9 1' 2845' N45 -09'4 7"E to 48 HOURS BEFORE YOU DIG CALL UNDERGROUND SERVICE ALERT 1 -80 - x-22 -413 R, V, NO, C054703 DESCRIPPON OF REOSION Aj)Droved 8v : f 4 C17-`r` ENGINEER DES)GNED BY: A DRAWN BY. os CHECKED BY: JR:w RCE NO 24953 fflOLECT 945ET Ala — OF 2+43.00 PELLBURNE WAY CI L INT 8+75.24 DARKWOOD WAY CIL T2 9 8 fl m 13 P > rg 12 10 (A TYP, r2'ON + I �Tl SEWER TER CROWN LINE CONSTRUCT 4" P.C.C. SIDEWALK (W=4) PER CITY STD.DWG. NO. 103 CONSTRUCT HANDICAPPED ACCESS SINGLE RAMP PER CITY STD. 102 (D ADJUST MANHOLE RIM TO GRADE m CURVE/LINE DATA 4" 3" E. . . ........................ 4 " CALTRANS STANDARD NO. A20A DETAIL 21 2 NO, C05470�3 EXP. 12/31/05 clw- Approved By : CITY ENGINEER DESIGNED BY. JA DRAWN BY: Os CHECKED BY: JRW DATE: � --Otb4 RCE NO. 24953 PROJECT SHEET NO. - OF ADJUST WATER VALVE CAN AND LID TO GRADE INSTALL 5800 LUMEN H.P.S.V. STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. NO. 307 1 C1 INSTALL STOP SIGN PER CITY STD, NO. 401—B INSTALL STREET NAME SIGN PER CITY STD. 401—A & 401-8 PROVIDE PAVEMENT MARKING WORD "STOP" WITH STOP BAR PER CALTRANS STD. DWG. NO. A24D 13 PAINT 4" SOLID DOUBLE YELLOW INSTALL TWO (2) 6" SCHEDULE 40 PVC SLEEVE FOR IRRGATION AT A DEPTH OF 18- INSTALL ONE (1) 4" SCHEDULE 40 PVC SLEEVE FOR IRRIGATION AT A DEPTH OF 12" REMOVE BARRICADE INSTALL R2 (25) SIGN, SPEED LIMIT STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 10 1 (W -16 a) CONSTRUCT DRIVEWAY 'APPROACH PER CITY STD. 101 (4 =12') m CURVE/LINE DATA 4" 3" E. . . ........................ 4 " CALTRANS STANDARD NO. A20A DETAIL 21 2 NO, C05470�3 EXP. 12/31/05 clw- Approved By : CITY ENGINEER DESIGNED BY. JA DRAWN BY: Os CHECKED BY: JRW DATE: � --Otb4 RCE NO. 24953 PROJECT SHEET NO. - OF -- _ r I 66, L ttt I 4' 0,5" 4' 0 1.70% STORK DRAIN 2 CONSTRUCTION N01TES DESCRIPTION OF REVISION DATE CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.P. PAVEMENT CONSTRUCT 6- CURB AND GUTTER PER CITY ST{. 104 IMPROVEMENT STREET CONSTRUCT 4" P.C.C. SIDEWALK (W=4) PER CITY STIR. DWG. NO. 103 33 CONSTRUCT 4" P.C.C. SIDEWALK (W=6) PER CITY STD. DWG. NO. 103 ADJUST MANHOLE RIM TO GRACE Approved By DATE: ADJUST WATER VALVE CAN AND LID TO GRADE CITY ENGINEER RCE NQ. 24953 5 INSTALL 58 :00 LUMEN H. P..S. V STREET LIGHT BY S.C.E. PAID FOR RECOMMENDED: AND COORDINATED BY DEVELOPER 94 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. NO. 307 1 1 INSTALL .STREET NAME SIGN PER CITY STD. 401—A & 401—B N6 6'4.6'-2 UG STREET TREES .SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 1' CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 (W--16') - 1A CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 (W= 1.28) JRW PH. (909) 783-0101 FAX (909 ) 78J-0108 # _ 194.02' 0 6, PROJECT SHEET NO A VERIFY PROJECT SITE CALL CONDITIONS INCLUDING. LOCATION AND ELEVATIONS OF UNDERGROUND SERVICE ALERT ' ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL 1 —800-422-4133 DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. L 09 -59'59 I it _ -- - __,III` •i 4 �593"E_ �I CONSTRUCTION N01TES DESCRIPTION OF REVISION DATE CONSTRUCT 3" A.C. PAVEMENT OVER 4" A.P. PAVEMENT CONSTRUCT 6- CURB AND GUTTER PER CITY ST{. 104 IMPROVEMENT STREET CONSTRUCT 4" P.C.C. SIDEWALK (W=4) PER CITY STIR. DWG. NO. 103 33 CONSTRUCT 4" P.C.C. SIDEWALK (W=6) PER CITY STD. DWG. NO. 103 ADJUST MANHOLE RIM TO GRACE Approved By DATE: ADJUST WATER VALVE CAN AND LID TO GRADE CITY ENGINEER RCE NQ. 24953 5 INSTALL 58 :00 LUMEN H. P..S. V STREET LIGHT BY S.C.E. PAID FOR RECOMMENDED: AND COORDINATED BY DEVELOPER NO, 0054703 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. NO. 307 1 1 INSTALL .STREET NAME SIGN PER CITY STD. 401—A & 401—B Os 937 SOUTH VIA LATA UG STREET TREES .SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 1' CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 (W--16') CHECKED 13Y. COLTON, CA 92.324 1A CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101 (W= 1.28) JRW PH. (909) 783-0101 FAX (909 ) 78J-0108 7, 48 HOURS BEFORE YOU DIG 0 UN PROJECT SHEET NO A CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE CALL CONDITIONS INCLUDING. LOCATION AND ELEVATIONS OF UNDERGROUND SERVICE ALERT ' ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL 1 —800-422-4133 DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. GRAPMC SCALE 40 0 20 40 80 DESCRIPTION OF REVISION DATE CITY APPROVED IMPROVEMENT STREET HUMMINGBIRD WAY - e TRACT 14759-3 Approved By DATE: �5 CITY ENGINEER RCE NQ. 24953 5 DESIGNED BY: RECOMMENDED: JA i NO, 0054703 ' DRAWN BY: z EXP. 12131x'05 Os 937 SOUTH VIA LATA 8 OF 8 SMITE 500? N� CHECKED 13Y. COLTON, CA 92.324 DRAWING NO. aI I�15 JRW PH. (909) 783-0101 FAX (909 ) 78J-0108 UN PROJECT SHEET NO A