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Home My WebLink About2045-D _...-......�.........�_..._..__.._._._..._..______-_-___.___.__..___...�....... .....�'R'4P�'-•A,GY-"-P�VI.N .�.._ _ ......_...__. ......-.... ...... _C_OVERT_ ELEV. 90 _P -G_ S&---GL4zTER - _ 7p.. .�..........�..�...,...,...w..._.. W_-.... �Sl'REET� -(STREETGRADE)-- COVER _ Op _-EL_87.84 ----��'��Mtnf:_..m.._.... ..-._..... ._.-........_-w...W.._.........__....-..... ...... ...-......_.-_..�.8.�...._..._.. _ �.�.. - ----/--PRESSURE-�--- ...-......_....�._W_ PROP. A.C. PAVEMENT ...._........_._.. ..v....... _. ___.__........�..�......._�._;...._.....�........ _... __.._.._.-...___..... LI -_-I_ �"---;•';:..:.... �� GL_....-........._.. - �- _ ...._._ ._.. - ,.._.....,�...-..-._._..-.w.... __ _ _- ...�._._._.___.....�...-. - - _.....�....._-.._-_....-..._-------- T�-E1=: $&:-60-�� _._._._-..._. .__.....-....-....._....�...._.._._ ---- :8>3:4�_-_ ELEV. 85 _� - ��__. I "._.� �5.:;,�u,:,:. N TOP EL. 86.10 PRIIP K C" PAVEMENT- �`� PROP. A.C. PAVEMENT PROP. 8 EXIST. 2 GAS LINE _ - EXIST. 3' X ��F�C�.E.Q .._---'"' -_.._ - ._ _ .. _. _._ > - WAT€R ,I'NE......-- _ RUBBLE STORM DRAIN__?_i__ 11 n, :* - - f'- HGL T- , HGL�__ _ ELEV. 85 �' -�'^`HSL �. _ _ _ ____ _I. �. _ _ - ELEV 85 _._.� _ - W__ - __ __ W ...y....•... Tr::� > 7 1 t .63q o EXIST. S.D. __ _ __� S� :f3r9& _ _ .W..�._.._...�__ �� -_.. .. . - a. ,. .r�.'• _. w ..,'..•.:.:... .:.x .%..a.,v.y< rr••..•: .r:.:..:......'• :i:.• ,� ::.....y r.•::.••. �•" -.._.M....-.----. -l]IaV•F-1 G.D-[3J�D{3�1��-- ELEV. 80 2 S-7 2 �J' FIELD VERIFY - 2 PROP. 8" 2 !1 B?' - :. . ... �� W .. � �„�,�J STORM DRAIN - INV-.-f>R 6R—T:f3_...__.._ __ _ _. _. Gt, �....-- --1 i�T 1 __. \ �� O __ _ \ — �/� ___. ,__...-....._ _ _ ELEV. 80 �� , N TRUCTION _ ELEV. 80 - L11�1F 22' " W- - Q100 = 7.50 CFS �' FY_ \ 8 01 Q100 = 10.53 CFS LATE AL A-1 q' '� LATERAL A-2 V = 32.1 0 FPS 'I°��J• INV. PRIOR TO � � � EXIST. 8" 3 -..... ___-.w..�......�....... _W W.. �~�-�----- �-- TiON------ 'ti� V = 18.01 FPS jDG, = ti• o �� -SEWER 4 nn� - W63 CFS. �►------ ELEV. 75 --.-._-.�-. �.....__...... .W..... - - ..�.......- __W - -...W...� 6.90 CFS . -- �-�,.- .�.-...-..-�._..-w...-- �• - 3 �_ - Y \ FIELD VERIFY ___ - - - - - - U- -=._._�.�..4 FPS ___.rNV.-PR10R-T -CO_NSMELEV. 75 W _ - _ _ .__ c�__ - _ - ___W_W - _ _.� __W __�W _ ELEV. 75 LINE A LATERALS A- 1 Bc A- 2 LATERAL B SCALES: HOR. 1" = 6' VER. 1" = 4' SCALES: HOR. 1 " = 4' VER. 1" = 4' SCALES: HOR. 1" = 4' VER. 1" = 4' z ncr_ . le. J o x v CL w a � W o _ LATE AL "A-M2" W_3.5' W=3.5' 18' 118' 1 ` q V=4 LoJ U I 1 I \ W �, LOT 12 � • 85.97 TC ~.� ;.....,.... + o c� 86 29 TC + J I + oc � + 85.30 FL 2 `0< 85 79 FL I- � _ s M...... 'Lo \ N a. N Z LOT 1 ECR LATERAL " -1" 4 2 EC ;;' LOT 16 LOT 314 LOT 13 Q o t 4 w m co 00 N 3 > — — — Z P s 0000 m I SMH N 00'31 30 W 441 .70 �'24 I D/W - �1 r° C WI4� � / f( D/W 11 f( D/W 11 _` WM � � { A ;,� I LINE „A„ � n _ , > _......_._...._....._....._...,m _ _.._ _ �� ..,., .M MB13 C Y W LATERAL "B"---- -� _ _ .w ..._ _....w _ . ....... 8 - cy o� _ ....... ... ...... .........._........ .. ...... ........... .................... .............. .........._.... _.___..... ............................ ....... ........................_......._........._ .......... .........._......... .......... ... .......... ..._...__.............. ...__...... ... _.._ .... ........_.:...........:.........._:.::.:::.... to w... ._., .. ... ...... _..... .............. ..... ... ... ......._......... ... .... . ... ... .... ... .. _..:...._......._...,...:. w....... .......... .......... ... ...... ... __..... .. - ..-.. I k............... _........__............._.............__,...._.._.. ....... _....._.__... .... . . ... .. � EXIST. 3' X 5' ARCHED RUBBLE S.D. PER DWG NO. 863-D SHT. 1 OF 1 j 2 5 SMH �L �J / . 95 84 SMH - + N 00'31 '30" W 222.44' 2$ - 29 3 24 25 N 00'31 '30" W 130.10' 26 Yom., CSMH 27 WV I\IFD. CNA IL v CT) £ N NNW .�, ........... .. ...... ...... ... ............ .- : .... ..................... ... ...... ... .. '16' DSY . . . . . ..o..... _ ��..._... _.. _ _ . _...... _.......- �... -.._ _...._._.... ...... A.C. D1KEA.0 .... ,......__.......,...._... ..._....:....:.. _........ ...... ......... .......... .......... ... .........._.......... .......... ... ........ .. ............. ............. . ...._ _...... ...... . ........ - = --- _ - A.C. WMiSX:..., _ _ _ W _ _ _ _ __ UMB ( _� I I , P t tr�WM - WMo - m T _ _ �I M B __W _ c, _ A.C. _AL3 A.C. I PP,= IV113 0 VENT PCC O >� +f'WM - I + >a_-�_ -- �.�� . X �� g\ / PP ___' _ I� ,B� APB I- _ _ ��( D W I/ PQi D W f ------I � _��_� I I � O PB �� D W � _..... _ _ PB�P� _- _ _ _ _._.Lr� _ .....P � ( 1 �c VENT / CAB. CAB. TELE, CAI LE / � Il EL&T.T. CABLE _ _ �.... I � - _ E I X- E� ,..,.....J._.__ ti O,p NORTH GRAPHIC SCALE CONSTRUCTION NOTES zo o 10 zo ao eo , ( 1 CONSTRUCT CATCH BASIN PER CITY STD. 300 (W=3.5 . V=4 ) © CONSTRUCT 18" RCP, 2000 D LOAD IN FEET ) E 1 inch = 20 ft. Z �3 REMOVE EXISTING CATCH BASIN DIB CRti'7K)N OF FEVIBION DATE 0. AP ) CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319, SECTION C-C, AND 7 d PROVIDE PRESSURE LOCKING MANHOLE COVER CITY OF RANCHO CUCAMONGA � STORM DRAIN CURVE DATA 7 @ CONNECT PROP. 36.0 RCP TO EXIST. STORM DRAIN PER CITY STD. 331 �A A = 4352'07" a � d ° `EJ REMOVE EXISTING DEPRESSION STORM DRAIN FLAN R = 50 L = 38.28 © REMOVE/RECONSTRUCT DOWNSTREAM PIPES TO CURVED ALIGNMENT, I T = 20.13 a CONSTRUCT 36"0 RCP, 2000D LOAD. BERYL STREET AND SAN SIMEON DR . 1-800-422-4133 ENCASE STORM DRAIN PIPE IN CONCRETE WHERE COVER IS LESS THAN 2'. cl a a Q' (SEE DETAIL "A-A") slvv, APPROVED BY: DAIB IT'S THE LAW I CALL AT LEAST TWO — DIAL BEFORE WORKING DAYS PRIOR �� ` �+1<Y -' "-"' RG�. G C YOU DIGI TO EXCAVATING 4" MIN. 4" MIN. ZM o SANDERSON & GUTIERREZ �� •- � �; LG CIVIL ENGINEERS & LAND SURVEYORS lasts 10500-A 6th STREET €1) t IAVYN RANCHO CUCAMONGA, CA 91730 SHW QO UNDERGD wmxn ANatrwim SE ALERT A K T- WOFA EXCAVAMM ME c0lRRAcfoe Wil VER"TME " CT (909)980-1211 5 0 �N �;� �_�,� D ETAI L A—A , s�.� 4 —°F .�-. NOT TO SCALE LG � i T. Cu�nERI I OF C A1~�43CHECKED . N . B• DRAYIPtrU N0: �, o�rn r1��z�/c5 �No 04-016 2045--D