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IN THE CITY OF RANCHO CUCAMONGAC H P N o WAY HIGHLAND AV. KENYO TRACT MAP NO. 15796-1 AND 15796 19THST WAY BENCH MARK: 4(4 VICTORIA PARK STORM DRAIN IMPROVEMENT PLANS I i I aasPARK AV. SET 2" BRASS DISC IN CONCRETE CURB STAMPED O "CITY OF RANCHO CUCAMONGA 10054 1987" AT NORTHEAST CORNER OF BASELINE AND MILLIKEN AVENUE, AT WEST END OF CATCH BASIN. z w w w FOOTHILL AV. ` O w z z w Y 10 FWY VCHTY MAP N.T.S. I V D GENERAL NOTES \ 1 . ALL WORK SHALLE N B DONE IN ACCORDANCE WITH THESE PLANS THE CITY F RANCHO � , 0 � I y CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION � K5NYON PARK - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE I TRACT 13442 / _--f-_ CONSTRUCTION NOTESQUANTITIES FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. _ _ A i / l 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER - � METERS, VALVES, FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE �' u / a 4 _ O •� Q e 1� i CONSTRUCT 27 RCP (1500D). 224 LF RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE 7 20 / SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE �� • 2 � ° 1D IN >• >� x 2 CONSTRUCT 24" RCP (1500D). 721 LF CITY OF RANCHO CUCAMONGA. RACT 1579 - i >6 �• - - 3 CONSTRUCT 18„O RCP v 1• C 1600D . 13 LF N THIS N 3. ANY CONTRACTOR PERFORMING WORK 0 S PR -PROJECT SHALL FAMILIARIZE HIMSELF WITH -.._ - I - 4 CONSTRUCT CATCH BASIN PER CITY STD. 300 W=12' H=4” V=6.68'. THE SITE AN HA - 1 EA D SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES O � � l RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE - - _ ----- 2 I r 5 CONSTRUCT CATCH BASIN PER CITY STD. 300 -10' H-4' V-4 . 1 EA SHOWN ON THESE PLANS. W- - .5' 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING �• _ - y I ' s� CONSTRUCT CATCH BASIN PER CITY STD. 300, W-10', H-4", V=3.0'. 1 EA DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO f 48 47 46 45 O �I O CONSTRUCT CATCH BASIN PER CITY STD. 300, W=10', H=4", V=8.26'. 1 EA CUCAMONGA EASEMENT OR RIGHT-OF-WAY. �j I O 9• 23 ' tLltt, O CONSTRUCT CATCH BASIN PER CITY STD. 300, W=10', H=4", V=5.26'. 1 EA U ty r 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR ff � � N � CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. � 43 Z 26 25 24 ' 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. 4 EA 14 30 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING p 29 / 42 - I I 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE B. 2 EA 2 ORIGINAL GROUND AN ALL SUB GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO I 27 TRACT 15796 I ,1 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 1 EA CITY CUCAENOGINE NGA RNDFOR APPROVAL RA WRITTEN EPRIOR PORT TO THE ITH EPLA EMENSE TCOFF BASETMATERIALSS SHALL BANDUORITTED SURFACCING TO THE II I I 30 42 41 I 1 y RACT 1 57 6- l II l O (CORNER CONNECTION) 12 CONSTRUCT MANHOLE NO. 1 PER CITY STD. 318. 2 EA 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE I `II • H d 13 ,� J < CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY STD. 331 1 EA OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION r� 2a 30 92 I " , " tx QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 4 U31 1 1 I ' r A-_45 00 00 B-27 C-4.71 D-48 . II I 1 WHICH I NOT P I 14 S 0 SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED � � ' � � I O CONSTRUCTJUNCTIONSTRUCTURE N0. 2 PER CITY STD. 331 1 EA AS INCLUDED IN THE OTHER ITEMS OF WORK. r 25 2 36 v 2• \ A=45 OO 00 , B=18", C=4.18', D=24'. 3 1 II 34 3 3 g II 5 33 -- 1 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY F R 5 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY STD. 331 1 EA DEVELO E 00 � O - - - - - _ 1 = _ _ _ THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON } - --- -- � A 90'00 00 B 24 , C 2.34 , D 48 . REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY Z ,0 24 _ _ 16 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329. 1 EA II�� 11 ENGINEER FOR APPROVAL. NIII 11W 11 -- - -s'I 3 - - - -- N I I 1 17 FACE. (SEE DETAIL ON SHEET 2 CONSTRUCT 15' CURB TRANSITION FROM ROLLED CURB TO VERTICAL CURB 45 LF II 1 I 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY N II ) STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE 7 • 23 mo 34 19 SAWCUT & REMOVE PORTION OF EXISTING STREET SECTION AS NEEDED 1 LS INSPECTOR. II I TRACT 1579 1 s• li I I TO CONSTRUCT PROPOSED FACILITIES. • t• is zt �• v 21 OCONSTRUCT MODIFIED PARKWAY DRAIN PER APWA STD. 151 - 0 1 EA 10. CONTRACTOR HA _ - 0 SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING BUT NOT - > - - - - SEE DETAILS ON SHEETS 3 &4 LIMITED TO, ENCROACHEMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION - - - �. �- PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM SOUTHERN = _ 22 CONSTRUCT 18" RCP (1700 D) 61 LF CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINING WORK ON THE PROJECT. - a• AVENUEB" 23 CONSTRUCT CATCH BASIN PER CITY STD. PLAN 300 W-15', V-3.57 1 EA RMILIXEN11. TRENCHING/BACKFILL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE CITY OF c = _ =�- - - __ -= - - -- - - - - - - - - - -- - - - - - - - - -- �- 25 GRADE TO DRAIN (S=1 .00 %) 1 LS RANCHO CUCAMONGA STD. DWG. NO. 341 TYPE I. TRACT 13722 12. CONTACT UNDERGROUND ALERT 1 -800-277-2600 AND ALL AFFECTED UTILITY COMPANIES AS - REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR CONSTRUCTION CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE P.O. BOX 638 TELEPHONE: (909) 987-2591 RANCHO CUCAMONGA, CA 91730-0638 B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART INDEX MAP 7951 REDWOOD AVENUE TELEPHONE: (909) 357-6231 SHEET INDEX FONTANA, CA 92336 SCALE 1 "=100' C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS/DAN RENDLER 1. TITLE SHEET P.O. BOX 97 TELEPHONE: (800) 427-2200 RES. 2. STORM DRAIN IMPROVEMENTS - LINE A, B & E SAN DIMAS, CA 91773 (800) 427-2000 COMM. D. GENERAL TELEPHONE 3. STORM DRAIN IMPROVEMENTS - LINE C & D 585-A NORTH MOUNTAIN AVENUE TELEPHONE: (800) 483-3000 4. A.P.W.A. DRAWING STANDARDS UPLAND, CA 91786 NOTICE TO CONTRACTORS REFERENCE DRAWINGS 1186-D THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE THIS PROJECT WILL DISRUPT EXISTING LANDSCAPE AND IRRIGATION BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO MAINTENANCE AREAS. PRIOR TO CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING AREAS WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, CONDITION SHALL OCCUR WITH THE CONTRACTOR, CITY INSPECTOR AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED AND A CITY MAINTENANCE REPRESENTATIVE. AT THIS POINT, THE UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY MAINTENANCE OF THE EXISTING LANDSCAPING AREAS AS So COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND DOCUMENTED. THE EXISTING AREAS IRRIGATION SYSTEM SHALL BE DESCRIPTION OF REVISION cm RELOCATED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACED SERVICE ALERT (U.S.A.) PHONE 1 -800-422-4133 TWO (2) WORKING DAYS PRIOR TO DATE APPROVED TO THE SATISFACTION OF THE CITY ENGINEER. A FOLLOW—UP DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE INSPECTION OF THE EXISTING AREAS CONDITION IS REQUIRED PRIOR VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY CITY OF RCUCAMONGA TO THE CITY'S ACCEPTANCE. AFTER SAID FOLLOW—UP INSPECTION IDENTIFICATION NUMBER ISSUED BY U.S.A. THE DEVELOPER SHALL ASSUME MAINTENANCE RESPONSIBILITY FOR AN ADDITIONAL 90 DAYS MINIMUM THEREAFTER TO VERIFY TRACT MAP 15796-1 AND 15796 ESTABLISHMENT OF ANY NEW PLANT MATERIALS. AFTER WHICH A THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE FINAL INSPECTION WILL OCCUR PRIOR TO THE CITY ASSUMING PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE MAINTENANCE RESPONSIBILITY. AT NO POINT IS THE CONSTRUCTION THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE TITLE SHEET CONTRACTOR ALLOWED ACCESS TO ANY CITY IRRIGATION DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. BEING PRESENT.NTROLLER BINET WITHOUT A REPRESENTATIVE OF THE CITY THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION STORM DRAIN IMPROVEMENT PLANS AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS ' INCLUDED IN THE OTHER ITEMS OF WORK. APPROVED BY: /j �w 7 ' DATE: �' li CITY ENGINEER Lit: ���� `� �� RCE No. 24953 DE C� � DESIGNED BY: RECOMMENDED: ��. MC =AE I��CASC= EN�3 ■ NEER■ NC3 r No 41983 DRAWN 9Y. CIVIL ENGINEERING LAND SURVEYING SHEET * Exp. 31 00 * DD 937 SOUTH VIA SUITE 500 LATA 1 OF 4 7j Clvl CHECKED BY: L 923246 FAX (909) 793-0108 DRAWING NO. F °F CC/CITY 16W-D CHNS D. CUM NS C 41983 DATE he of e. 32000 32 0 en ineer STMDRN titlesht.DWG 09/11/97 16:43 �J / 0-(F i t T S T 3 1 3 t S ! i I i ! I i f f t 1 f 1 ! 3 r s i , 1 i 1 ; r 1 i $. 1 r i t r ; ' ' r t r i 1 i 1 i i f i # i r I I I I I t 1 5+41 ,57 1 1 SBTIA t I f } } 3%!',�. 6 1 T. ., , .i 1111 t .. _. 1111 t r .V 1 -.. ... t - t 1 I f 1 i r t r Y i t i I t _. _. 1111. .. 1111 1111 1111 ... _ t .. ... 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I _ _ 1111 : ._ 1111 _ 1111 _ + � + _ _ _ E _ _ I - I _ VERT. 1 -4 1 +00 2+00 3+00 4+00 5+00 1 +00 1 +00 CONSTRUCTION NOTES : /// / % j i// / , CONSTRUCT 27" RCP (1500D). / / / // 1 �/ / �/ / �� / i1 % / // f H 2 CONSTRUCT 24 RCP 1500D . Q- O ( ) / / x � / !, ' / / i i 1 / / H // y.,7,_ � ii /// i/ i % i f,, j;/ / O3 CONSTRUCT 18 RCP (1600D). 5'. / / ! / / / / � �/ , / , :�- _ ,/ % ,`�Z Vrr" / // / 1 / 4 CONSTRUCT CATCH BASIN PER CITY STD. 300, W=12', H=4", V=6.68'. ~/ 6 CONSTRUCT CATCH BASIN PER CITY STD. 300, W=10', H=4", V=3.0'. �� // _ /li ¢ ._ 10 3+33.84 EGIN PIPE4 i / /`- / - 1=�l �, . �: C.B. f/ 2+53143 FAIR NDS CT. _�/ I / , , E E S ; E E T j O / /� . / . �. '' / 4+3 .00 STARLIGHT DR. %� �J 7 CONSTRUCT CATCH BASIN PER CITY STD. 300, W=10', H=4", V=8.26'. / / /// / : / {. • - J-5 / / �/ / ; �. r. i tv / i / ' 80 CONSTRUCT CATCH BASIN PER CITY STD. 300, W-10 , H-4 , V-5.26 . // / / / , 99 (Jpe �' ,, �' ,y 'i �'\i '` ( L '� ;/ f 2� il - . / q LANE C 1 O9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. / � Q' //-r ;_ ! i r /�h• Q ' (SEE/SHEET /S) / / Q . c // -C1 ,` % '} ;I `, s \ �� ,, 26 # 10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE B. / / �'l� l/ "/! r .f� ' +30.68 D PIPE 1 / i I 1 I / �`� ��//? /� r i . ; 'ti I { ; 11 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 (CORNER CONNECTION) / / / sx'7' �i , / i 22 '% r i s / \ 12 CONSTRUCT MANHOLE NO. 1 PER CITY STD. 318. F / t / / / i C I`, / p � I ' r /�; ; % % 20' LM I , '`ice `� 2 2 I O / ,toG / / i q. �� / I'� .. S.D. & I I i 1 / F // , /W ESI�IT. 1 '; t 13 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 1 �`T,Qiq /� � ,��i`i 1 j 't �0 4+Un ` ;� E + i 5+ 7.83 EN I PIPE �ryP.) A=45'00'00", B=27", C=4.71 ', D=48". ' O CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY STD. 331 / '-, i 14 0 r _; _ ti i i i/ j` r/ 'i I j I ; �. ST. TSTA. 3+0 .71 ` it I �� ' ,� A=45'00'00" B=18" C=4.18' D=24" q ; i/ i F \ I ' �� r< I 15 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 ` // i I 11 a ' I I /' X /�" `i`i`;': i 2+00 I _ _ -� 2 I •. i A=90'00'00", B=24", C=2.34', D=48". ;= 11 - ';e I`'1�'`- !%,i/j; 21 I v' j } G \ I ; + 1 s CONSTRUCT CONCRETE COLLAR PER CITY STD. 329. \ 17 CONSTRUCT 15' CURB TRANSITION FROM ROLLED CURB TO VERTICAL CURB / � � �/ ; / » » \ / Z / , /'' » » ? �. i V. I , I I �( , / r it I �\ j� ^ i 1 ! LINE E ti ,' �v O `t ; 'r ` t;s'��t L� � A O`O o; % i D S T ,1f ;� Fi ] ; FACE. (SEE DETAIL HEREON) / O � // /' / , / r ,� '_ ' { I �� o !/ / i/ I • / 11 // I ,� \ `' '' 11 CURB TRANSITION DETAIL 19 SAWCUT & REMOVE PORTION OF EXISTING STREET SECTION AS NEEDED / +w O /I/ 1+ r�\�`}t '` ,11 I I �' �,� 1 9 // /` %l ? l Itgym;` \ 8.S Ln \ TO CONSTRUCT PROPOSED FACILITIES. o' / i I N.T.S. Gj *P `- �, / i 3 ' / / ! / 18 / 1 =Cv� `'V % r4 ~� / �O / 1',IF_4� \;f, i i '' 2 0 rl 1 / f % O i v 2 1` tl /\ `S I / \ O / .c,� / Jr' I ! i / / O ! e / O �� O� ,I 1X 4 ° '^/ yr \ j\F,' fk p, / / / / i O O t' X \rQ \ �X �� 00��i` / ` ., l_4 .r.� N . I �r4�' _Si % / J 1 1 j i 11 00 O� ry ` \ / �w tv,, ' / j ;r w �`ti ;\ I j j "?!k / . ^� Y. o ; �� 1' 4b' \ , \� `S _�' �C,, `` P �.+Fi __ ," - I / j i `� \\ \ 12 ti h ,x ` % �i� \ 00 ��`_ ` 'F C' \ 11 ro' 1 \ _,c � 1.iek t <= z - 4�r=J�v,=-I, ���`L A / ! t ` W I<z4<'_�r1 . %k I 4 h r� t O' $ ` - _�-1'4 CITY Vc='^6_ �%- © �/ � Y� ,q _ s l I ` ,: DESCRIPTION 0 F REVISION DATE APPROVED 11( ,2 `; = --p,r_ '; -' ,l�{ ,.f CITY OF RANCHO CUCAMONGA TRACT NO. 15796 � DATA TABLE S T O R M D R A I N O �/BEARING R L T SCq�E_ A N24.00'oo"W - 11.52' - IMPROVEMENT PLANS 40, © 14'57'06" 45.00' 11.74' 5.91 ' NOTE TO CONTRACTOR © N38'S7'10"W - 211.69' - IRRIGATION LINES AND ASSOCIATED VALVES LOCATION D 30.54'00" 45.00' 25.84' 13,29' APPROVED BY: / ; / �(��' DATE: Aft HAVE TO 8E DETERMINED IN THE FIELD. " c , za I `� RESET ABOVE FACILITIES AS NEEDED WHEN THEY EO N06'03 10 W - 195.20 - CITY ENGINES .- 24953 RCE No. CONFLICT WITH STORM DRAIN FACILITIES Q(tOFESSI DESIGNED BY: RECOMMENDED: O F 63'05 17 22.50 24.77 13,81 �, o cu o ��,� MC =AEf• C= C_,-��_lv/l, ALSO, REFER TO L.M.D. PLANS FOR LANDSCAPING © N69.08'28"W - 7.06' - c�� tis , E N� a r E R N A l/a�" rp-iy p� " � Na 41983 � DRAWN eY: CIVIL ENGINEERING LAND SURVEYING SH IlLyRELOCATION AND IMPROVEMENT. H N38.56 50 E - 20.59' - A # Exp. 3 31 00 * DD 937 SUSOUTH TE 5 0 LATA 2 OF '} 10 N70-41-07"W - 6.80' - `rl/� C/M t1�P CHECKED BY: ' / CO 636 ' CA FAX (324 909) 703-0108 DRAWING No. F L� OF c� C C/CITY1606 DCHRIS D. S RCE 41983 DATE E:\132000\13210\engineer\STMDRN\sht2.DWG 09/11/97 16:49 ,:5hee_� /o 0-c '--- . 11 , I f - I i . w.....f, ,..,o .�11 _ . I .1-11 I'll___ - ..- 1 I I '4 -w " - - , , -I I -- � . : 4 _f q .....t� .. _1 i -_ �_. _ - ,, � �� - - _., .-------i��......� - f ,I,,- -------ii_� -1, -"'__ -,., . .. 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Irl - i "', ;� � J4 11-Ire.-r r r -'�r ,' 11�r I I I f w ] rrr-, r �Irjr r I,� �rl :' I 11'r '' r I _lr'V r ��i eerlei -iii i I i II f1r) f- I I -4 I rr -- I rr I I rt Irr-1-1. - - I - r rij rr r -4r I I r r r I r r r r I. r I I r 4 1 - I Ir e r I 4 4 r r ,11 I r r I ,i_a a, t I "Ir rl r r rr� I 11 eellr�11 -t'1"..' 1.1 re I I 11 I el 11 re,-r I- r " r �I �' re 1 ' '. + ' (1 D, � _ � . +1 5� 0 'ID) t t f L -J77 I -7-1 I /5 cr i. , I , I-1�- I I I r j-r. -r j r-- - t i _' _' , ' _' , ± I -J�� I LL I 1 14 i Ili, I�a i t -��p :1 t4+ 11 IF 4 1 I I I ,, ,, , , I I Ir t i t _ _ I .1 . . ff i I I i I i 1 1 4 1 ; 1 4 �r.1. -r,_' __:��.p ...11.11 ........... �.....- __ 11.1',.11 I.1,11 1..I rr--j�'�Iml-�-..",f 1�...4-["'T-'"' 7T........I I't I I r I , f- rrr' 1r-r,,rt I I,11 --1-1- v t.1<I. .....1 1. 4- I :.r� , ,,. I 11 11-r 11-rrr I 11r."'I 11 I 111111� -.7�rr:'-��rrr 11 r�,rrl"r,t-r -1 _ -, , , , I r I � rrr'r:-rrrr-.1'.r 1.I t : I ".rr',r r , J_,_ ,, -111"r---r I-111-4 rr--l- I ,11...Irl I '""I.....I",__... ,"rr�� � I 11 , -i I , -t � .. HORIZ.: I"=40' . ",.1 11 I 11�'�, :r, _,,I ,_ . �7,,J� ._�7 f_11��,_f �...11,7"'7[r_'f -r- .:77 7t �r , : I"=4' 5 �...�p ,:�...I:__�]�.� I—- I -..r -.�_'[r...--t J:_�--rt I I , f .r I'll __- 11- -I rr�i-I � i- , _, ,5+00 4+ 00 3+00 2+ 00 1 +00 1 +00 ROLLED CURB I L Li± I LIImLj � I I r__ - �..'I,r 114 14��:.j.r, ,- : 1 ��i t I r :-,", � -� t- -' r CONSTRUCTION NOTES : � I CITY OF RANCHO CUCAMONGA . `Ii STD. DRAWING 107-C DEPRESSION PER CITY STD. 307, CASE "A" IRRIGATION LINES AND ASSOCIATED VALVES LOCATION 'I\ 4z�.. DEPRESSION PER CITY STD. 307, CASE -B" RESET ABOVE FACILITIES AS NEEDED WHEN THEY - - -_ - @ CONSTRUCT MANHOLE NO. 1 PER CITY STD. 318 CONFLICT WITH STORM DRAIN FACILITIES \ I � I 1k. -_ - - - ALSO, REFER TO L.M.D. PLANS FOR LANDSCAPING MATCH EXIST. \ 2.75' @ CONSTRUCT 15' CURB TRANSITION FROM ROLLED CURB TO VERTICAL CURB RELOCATION AND IMPROVEMENT. FLOWLINE \ /\ "li =--0.5' ORTION OF EXISTING STREET SECTION AS NEEDED I I \ C3. OSED FACILITIES. STD. PLAN \ (p CONSTRUCT MODIFIED PARKWAY DRAIN PER APWA STD. 151 -0 (SEE DETAIL HEREON) I �\J'!( 'N. :/ \ ,,+,__"�, // f. 17 I-- "� ,.-14 - - __ _� � ri,-, / -"* I I -,�, 1 1 / ��'..�'11�1�. ,�, --I-- �__ � --------------- ____ -__ - - 11_�_, I i � / i //3 3 : / .�� . uj_-- - I ___ 40 41 42 43 i % Z � I I I � �� 11 / I "__�9,4 1 \ ---- --- I _4,w _____ 11? - � - I 1',\�,j I ; I 11 I . / 4+ ;� -�-I � C.B. _____ - __ < `( . I-I- i / 11 �D 1_", _�, '_ � --- - _�� ------- I/ -- ------- _____ �- -_ a) - I 4PR-, � il ri,2,_, P A I :/I I if, END Plr�'&, , _____ -_____ __X I 11 11'x L;I Of /11 ,�', ___ N.T.S. V- ' _ - � ____ - �11?1 _ _____- -- - ______ ,__ - --- - _ I 11 I rr� III ,-- . ERSTIONE CT . -4-4-47.91 E'C ] ---- .-;I I ____ --- - - - _�_' r .' I ? - I - - __ - - - - - - - --t - - - -____ "_�_ �.,� I I i I �C21 �19) , / #/I � '/ I I ! / �_�. - - -__ . I i If , U b�l 2 - . - , . 11� I I . I :- *.t I 1 ! I- L 4-- INT I � I -11 ...". 11� ----. __ i I --- - E31 S ___� t __ --------/:-- CL I I " \ / STOR M AIN CON S RUCTION- I L4 � ,.�, STARLIGHT ." - ' '_i,,� i i I �, , � ,r �:j,5 2 't 1% ,_ � " � -- v t-�, , ' ,,.P ui ,�__ I I \ I/" 11) - --- q ' . 0) 1 __ 0 1 � I ,yl - \ _v_ I r \ \ %, ". _,'I --+�.�� 0 :J�,.,"� _. __ I � I \ " �� I \ `-I'.. I.,., ______ ��)-�,�-.. I EXI EO TRIA�j TF�1411_ I i � % I 11 � \ C - i , ___ . � 1". -.----- ___ ____-111.,�, '� � 0, i . r 11 ii 'I) 1. \ \ ", , . IN � ) , - __ �, , i � i , ,��: - I __ i � 1 1 1 1 . � ". .�', - _____ �,�,` ,__,� ,�_,_, _ Ill Ii U IS i I / I 1� - ____ -__ IS E E S HI�E T 2 0 1 , - - S T 0 R M D R A I N 9 9 Q N51*03'1 0"W 45.00' 32.99' 5.9 1' Ll IN E V IMPROVEMENT PLANS -1 9' - - I�Q ESS/ DESIGNED BY. =AEJ 0 ICAS C g RECOMMENDED7 w 41983 SHEET ck: No.- ,o DRAWN BY: CIVIL ENGINEERING - LAND SURVEYING :1 - - / IV /�r - I , CIVI 1\11� CHECKED BY. [ p . 3-36-M FAX (009) 783-0108 DRAWING No. � � � E:\132000\13210\enginner\STWDRN\SHT3.DWG 09/11/97 16:47 AT 2'-0' __ 1 NLET i NLET TO OFoRRAAME NOTES - - RECTANGULAR TYPE 2 TYPE I FRAME PENDR PIPE PER IMPROVEMEN 1. FLOOR OF BOX TO BE TROWELED SMOOTH. —3- DIAMOND TREAD ON COVER AND FRAME, SEE NOTE 2. STV. PLA1e' N 'y SEE NOTE 0 1S2 OR GRADING PLAN 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W. INLET TYPE I I/2'(TYP,) 1 s/e• 1 • NOTES .. .' I —L---� 24. BEGINS AT THE TOE RATHER THAN THE R/W LINE. - _ - sre• I I• Trs I. FRAME AND COVER SHALL BE CAST IRON. SECTION 1 A ' 1 Zr 3. FOR OPEN DITCH (TYPE 2). THE 2' EXTENSION BEYOND THE R/W LINE I ( IS NOT REOUIRED WHEN BACK OF WALK IS 2' OR MORE FROM C ;' j� 2. A PLAIN 1/4' BORDER SHALL BE TYPICAL FOR ALL BORDERS ON I __ R/w f� I !E FRAME AND COVER. THE R/W LINE: HOWEVER. PIPE SHALL EXTEND TO R/W LINE IN I INLET TYPE 2 — �-- I 1 I ANY EVENT. �� 3. ALL CASTING RADII SHALL BE 1/4' UNLESS OTHERWISE SHOWN. 1 a i SEE B �� � I ',�� c NOTE a 4. TOP OF INLET STRUCTURE (TYPE 18i 2) TO BE FLUSH WITH ADJACENT A J B' F 10' I 5 � 1 f ` _ SECTION 8-8 4. WEIGHT OF FRAME AND COVER IS 43 POUNDS. r I SURFACE WHERE PRACTICAL. �! > _ { AF N BAR "' • I N a I , . , o F i 6. MIN. 5. A HEADED STEEL STUD 5/8'x6 3/8' WITH I' HEADS ATTACHED BY ;-';' �' ` ' 5. USE ONE 3/8'-16x1' STAINLESS STEEL SOCKET CAP SCREW. APPLY �C� i= HIGH ADHESIVE. OPEN GEAR GREASE TO THREADED PORTION PRIOR 1 A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE _ I� 90' B I I 6 N ANCHOR. s I/2 IE I SECTIO C ,;� �A TO INSERTION. Iia i I ''D , t L I INLET TYPE ( 6. NORMAL CURB FACE AT POINT M AND 0. B+5' AT POINT N AND P. I \�.li ! r z ,r 6. USE 4'x4' CAST ALUMINUM LINK HINGE WITH SST PIN FOR 1800 DETAIL O F ANCHOR i I 1-9--irk-------------- ----"-�t_. --------------- '. OPENING. I J-4 3' CURB FACE T. THE 3' LEG OF THE BAR 5/8'0 ANCHORS SHALL BE PARALLEL TO --.--'--.------'--'------'-. --- CURB FACE ui ANCHOR 1 " THE TOP OF SIDEWALK. II J-11 --- o SECTION C-C Fl ----- ----- FL 'xl/ •xl' PAD -- ----- -- -- 8. SLOPE 1/4' PER FOOT. D IN EACH CORNER --- 3/8• RIB IN EACH CORNER POINT P POINT O POINT M POINT N PLAN ,,.. --- I sre• i sre• PLAN Iz Tre• I are• i • Ire' o Ire' nF1 10, S 10' TC GRADE LINE AS S/2 TOP OF CURB SHOWN ON PROFILE ve• ^ - TOP OF CURB — - TL ___ irs• I IVP v2' j are' FL POINT O /e' 12'.12' EAR O�ENtNG are' S/e'CORE . 4 HOLES _— POINT P POINT M POINT " PROFILE SIDEWALK SECTION A-A SECTION D-D GALVANIZED STEEL FINISH ANGLE GALVANIZED J AR °O 3 z S 8 ANCHOR � STEEL ANGLE SIZE SPACING BATTER rij r SEE NOTE a I/e I aro r 12' 3' 2 1/2',2',3/8• 2 �3 T ' • I Irr v2•DIA. 18' 3' 21/2•,2-,3/8' 2 83 7 h 4' 3' 2 1/2-x2',3/8• 2 -3 7- 8' 6' � e 2'-6' 3 21/2,2,3/9 2 �3 7' GUTTER TOT SECTION A-A - 3'-0' 3' 2 I/2'+2•,3/8' 3 �3 1' MATCH �' - ExisiiNG _ '^ 3'-6• 3' 2 1/2'x2',3/8' 3 03 6' 6• s 6' 4'-0' 3' 2 1/2'12':3/8' 3 ±3 5' i_ _ •a •ij• MAX '�e' R ve R n 4'-6' 4' 31/2',3'd/2' 3 s3 61/2 J BARS S'-0' 4' 3 I/2',3'd/2' 3 �3 5' m S'-6' 4' 31/2'x3',1/2' 3 x3 4' �• r v2- 6'-0' 4' 3 I/2',3',i/2' 3 -3 3 I/2' CAM At,p TM j a/1' • SECTION 13-13 CAME ars-is Nc-j SECTION E-E SECTION F-F APWA STANDARD DRAWING 151-0 APWA STANDARD DRAWING 152-0 PARKWAY DRAIN RECTANGULAR FRAME AND COVER DESCRIPTION OF REVISION DATE APPCRO/ED CITY OF RANCHO CUCAMONGA TRACT NO. 15796 STORM DRAIN IMPROVEMENT PLANS APPROVED BY: DATE: CITY ENGINEE __ RCE No. 249 3 QROf ESS l pDESIGNED =AE C RECOMMENDED: C Cu f/ m - /,p/U��.- q N Oa N E F FZ R nj `-' et, 11041 DRawN er: CIVIL ENGINEERING LAND SURVEYING SHEET � # P 3 31 00 ,� 937 SOUTH VIA LATA DD SUITE 500 4 OF 4 CIV 1 ��! CHECKED &Y. PH. OL ' FAX 9204) 7&3-01 08 DRAWING No. F of CC/CITY � % CHRIS D. MMINS RCE 41983 DATE ,5hccf /oZ of E:\132000\13210\engineer\STMDRN\sht4.DWG 09/11/97 16:52