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HomeMy WebLinkAbout1870-1/tIar/a v Avenue- , AP,-- gk7,0r0�- 3 n-'9 STORM DRAIN IMPROVEMENT PIAN angio Drive CONS'T'RUCTION NOTES TRACT NO.13974 1. '�J Const. curb inlet str. with loc. dep. per City Std. No. 121, CF = 12" (W as shown) Const. traffic type junct. str. per City Std. No. 122 (L & W as shown) . 3, �~ Const. traffic type junct. str. with grate per City Std. No. 122 (L & W as shown). �4�--Const. discharge str. per City Std. No. 124 (mod.) per detail this sheet. 5. <. wr7- nConst. SW type junct. str. per City Std. No. 123 (ins. dim. as shown) . 5ee 5 e 9 QT 9 G 7. Const. S.D. cleanout per S.B.C.R.D. Std. No. 208 (X,`/4 DV as shown) See e+ail 'G' 9. 23 22 8. Remove existing headwall. 9. Const. splash pad per S.B.C.F.C.D. Std. S.P. 183-A dee foe+tail 'D' �hk. ?.of 9. 9 10 Const. M.H. No. 4 per R.C.F.C.D. Std. MH254 gee 'De+al I 'A' 5h4-. 2 o -C 9. 11. Const. conc. collar per R.C.F.C.D. Std. M803 ( v T- (- Q5 shovm) gee 0e+0.11 2 of 9. Z1 12 Const. sewer encasement per R.C.F.C.D. Std. M807 (Case I) See 00_- til 'F''5h+- 2 J 9. 13 Mod. ex. catch basin as necessary for outlet conn. pipe at north face. I2 14 Remove interferinq portion of ex. 48" R.C.P. 15 Install 18" R.C.P. (1350-D ad00-D) .95 8,11,0 /N al 3 L.L8 &_Install 24" R.C.P. (1350_-D)�(�5oo-D)A5 sV0A0V1(1aX-,0)1(3LboD� oC�t�Tf�UGYIDN NOTES boon �) i^o or�6ar . Cru 207. Insall 3L>," G.Q.P. Kier (12 a. 17 Install 30 R.C.P. (1350-D)�(isoo-D�l�/T5o-O)"A5 S,�/oWit/ 9 2a. Gonh�. bra -'fie e �uri�- . fir. per G+� e k4& Qo. 122 w4vk M� ,v en 8 18 Install 36" R.C.P. (1350-D)/(/500-,Q),4S G/vDw�V1(3,000 D� yP J �Jy _ " - - ual rham e -r- e In ov tde(W=4'wI x !v e � b ac � a w II 19 Install 48" R.C.P. (1350-D) . i /Z 13graie5 per Alhambra 'RAV lriG✓3 or equal. (5 --Install 60" R. C . P . (1350-D) . 29 / /9 21 Install 66" R.C.P. 1350-D- /NST�/LL 42 ,PCP (350 -D)/1/500 ( ) 30 INSTALL ./l.//lGT STR. N� l� �E,e f� . C. f. C. � 5/Q( ,l,/b. 231 Nod,) © Install 2" P. 1350-D 227 R.C. ( ) Qvj 23 Const. M.H. No. 1 per L.A.C.F.C.D. Std. 2-D102 see veAa-i 'G' S 4 9. i¢ 24 Const. gravity headwall per S.B.C. R. D. Std. 201 See 'De+a;l 'E' Gjh+. 2 j' 9, T' /8 25 Const. M.H. No. 4 per L.A.C.F.C.D. Std. 2-D113 gee Ve+ail'M' -t1�i5 Shy. �Che rr Avevele ZCo Mad. etc. manhole Q5 necessary -For 'mlck conn. FtPe Ei+ We4 race. ¢ O .dee Shee /5 0 ESTIMATE9 r -- , OF' QUANTITIES IES 18" R.C.P. .�. I 3 i 2 p 8 2. 935 897 L.F. of 24" R.C.P. CONSTRUCT JUNCTION STRUCTURE N0, 2 PERDETA i LON /5 /lo �. SHEET NO. 9A OF 9. ( A=30'1 B=15 , C=3.2T , D=30r/rrXrr 3. S/9 L.F. of 30" R.C.P. 1/ 8 /92.5' 32 CONSTRUCT PARKWAY JUNCTION STRUCTURE PER DETAIL 4 . /7$¢.5 L. F . of 36" C 44 "Y" ON SHEET N0. 9A OF 9. 6. 324 L.F. of 48" R.C.P. 7. 35 L.F. of 650" R.C.P. 3 CONSTRUCT PARKWAY JUNCTION STRUCTURE PER DETAIL -of �ss� o QR 8. 1, 720 L. F. of 66" R.C.P. i. ,, ._....,"Z" _ ON A SHEET NO. 9A OF 9 % 9 .Seeshee� 8 07r9 ��� ,�� D. E�F9p �y� Q I. f 34 CONSTRUCT BRICK Et MORTAR PLUG PER DETAIL ON SHEET 4 OF 9 ` _ + �� ' g. /,oC�7 L.F. of 72 R.C.P. `� GOU,VT oP �{/vEfZsiOE � 0.34591 � r*+ 8 vde/phia vewe Z2 Ea. Catch basin with L.D. 35 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 8 OF 9 jexp. 913099 -•••`,.-,. ,,,,» � �..�.-".,.,,,,�--""'�•..�r"�,.,,.�•'�.,.,,.£, 0 � -J //. 4 Ea. Traffic type junct. str. , m o a 01VI . ESTIMATE OF QUANTITIES (CONT D:) 9 2 Ea. SLdewalk type punct. str. �'� Al2.- /3. Ea. storm drain C.O. 29 I EA. REMOVE EXIST. C.B. D7eX 1140P ENGINEER FOR REVISION NOAIIIIII&120NLY /4. / Ea, Splash pad outlet to chann.- 30 28 L.F. REMOVE 30" RCP > m�xrCled 90% n0 fo s'Ca��° VTN 15. 2 Ea. Junct. std. grate inlet. 31 I EA. JUNCTION STRUCTURE N0, 2 NahYe 90//Co H, INC. Beddingmaterial shall be sand, BENCH MARK #603 gravel, crushed aggregate or native free- 6634 I�ALJEAN AVENUE / G• 1 �,a. Mod. existing catch basin. draining granular material having a sand equivalent of not less than 30, VAN N ALJ CA AVENUE , and shall have a percentage composition by weight which conforms to the / /• 1 Ea. Sewer encasement. Top of fire hydrant at southeast following grading: 818/779-8740 corner of Industry Avenue and `"1 /9. 1 Ea. Manhole No. 4 (R.C.F.C.D) . Union Avenue. u%� Sieve Sizes Percentage Passing Sieves & -9 •jQ� � /9. 1 Ea. Concrete collar. 2� .....90-100 WILLIAM D. EGE AHL DATE 20• /"'�� El. = 861.84 N o . ............................. RCE N0. 34591 XP. DATE 9-30-99 � L.F. Discharge structure. 2/. L.S. Remove inter. portion of ex. 48" R.C.P. CONST. T.B.M. #1 4 ...................... �......... 3 5 -10 0 2 Ea . Remove headwall. . 1 2" I.P. at the center line intersections C• �� Ole- 9 L,F of 3(p" (.S.P. Riser ( 12 9Age) of Marlay Avenue and San Sevaine Channel. / 24. 1 Ea. Manhole No. 1. El. = 880.91 P/)Ioe 36?47e7P&1a1V ,!O rE : P/PE f�ED�enIG ,SNAGG 6XTE/vrJ A MIM OP %/I TN6 PjPE D/A. AOR P/PGs 39 "p/,4. 4T G,4RGER AND ¢ GESS Tf�AAl39" VIA. ANO /A/A/0 G'A.SE S1 -/ALL /T 0E e-695 Th4A,,V 1 ` 1,3E60A1 ,ANY i3ELe, ox C,066AX. 0 h'ernove eXi31 48"96F 45 /%gu/red . 1y' / ZZA A10. Defdi/ "N ,Shee f 3 0 ,,-r 9 �g lb 25. 1 Ea.. Gravity headwall. 26, l Ea. Manhole No. 4 (L.A.C.F.C.D.). CONST. T.B.M. #2 •C ,� 27. I E4. Moi. exis�in� rnc►nhole . 28. / �a. Janc7• Sfr. ,c%. �n 2" Br. disk at the intersection of N� \ IST I ; VALLEY sLVO VALLEY e 1>o k/�5/oPe lr Philadelphia Avenue and Mulberry 4 sl 9�o rocL ' I d Avenue. _ S ' - I El 840.91 -- \ RT, OR ii1 < AV \n - I II , i urx V ALISO OA 32 2 EA `-,,).PARKWAY JUNCTION STRUCTURE �U ✓ lD/'///K�' �1 ♦I�� V I ' ---------- CAMEO OR 4 , 5 Ii/V /, S.AHTA A I AY AN7 I ( t ....� 1 �- __ J -_'N -A -------- I SANTA I ANA L_-_ AV I A / _t/ .'.� '.` T *\• AozA, � I 4' 1q s�,•. D �.Q-------t- I - - - ---------- - -¢j-----TI - ---- P1 f> J i 3 31 +93 .7 T +S�/ n. >�(, ►�� .6 d G �I>7o �'� `V✓L` �f / D/�� ��Q�G =L1_ ■`� yA i g htsr•�o� AIvCNo,K @ ¢81',,16 ifE'GO TO L 1, 3y2 uX3�2'rX �Zn �' G✓. #4 @/2//a/C. v . • 5@ 9 "plc 7 �/ v -/&/ y�i�Fy GENERAL NOTES I. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATION, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CEN'T`ERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL, BE COMPLETED PRIOR TO PAVING OF STREETS. 7. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES S GROUND MOT MAY BE EXPEC�'ED . 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 11, IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALT, DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION. 12. ALL, C.M.P. INSTALLATION AND CONNECTIONS SHALL BE MADE PER MANUFACT'URER'S SUGGESTED METTHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY 'TETE CITTY ENGINEER SELL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 14. NO TRENCH BACKFILL SHALL TAKE PLACE WITTHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATION. 16. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 17. THE PIPE IS TO BE MANUFACTURED WITH ADDITIONAL CONCRETE THICKNESS OVER THE INVERT REINFORCEMENT AS SPECIFIED ON THESE PLANS. 18. ADEQUATE STAKES SHALL BE SET BY � ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT 'THE WORK TO THE PLAN GRADES. 19. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AlD ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALT., BE THE CONTRACTOR'S RESPONSIBILITTY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 20� WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 21, AS BUILT PLANS SHALL BE PROVIDED TO THE CITTY BY THE CONTRACTOR. 22. ALL UTILITTY COMPANIES SHAM BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 23. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 24. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 25. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 26, PRIOR TO START OF ANY CONSTRUCTION WITHIN SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY, ALL PERMITS BY THAT AGENCY SHALL BE SUBMIT= TO THE CITTY OF FONTANA. A COPY OF THE ABOVE PERMIT SHALL BE AVAILABLE AT THE JOB SITTE AT ALL TIMES OF CONSTRUCTION WITHIN THE DISTRICT GHT-_-QF-,WAY. CO NvTRUCTiy v /VOrF,6C,01V7' : 3� 6R6M- - /NTa E"�. C'47ell 0W5/N 41VO 610AXWC07 P,P1YAr� 2¢" sD '~ ., .... 37 CON3T�1iC7_ 601VIVCe71oN 7a EX . S7d" i f 1 ID,PAIN IcFe 1067 IZ OA/ &11jZ7r ® CONST•PI�cT J4/,r/CT/OPV sTPI/CTl✓,Pl- A10. 2 01V slIZ'e ° ' 7- 9� O 9 s _..�l'D�/N'cT�4// Tp l��3T�A/ ` �'Te'll3�,�s/iU Q 9 4 , Ti� 30 "/P C. P, A= 4s h 061 1 0- E/~ 5. 44.96 6'-0009-09 - N ey o55'4S" W 1 l 1 1 1 0 11 Ig 1 5.11M Frame Face C Caro R=1:606 - � �-,� � � , 1 ENGINEER FOR RE - i S I ON N0. 7 ONLY � _ y _ ' - I $ •� a • 4 ' Z j �� J. Davidson Associates, Inc. � �Ja�.x f / _V - - - . - - - - -- - V- - - - - - - - . 1 ' - - - - _ _. _ :g, -•- -.r~,9' off' ���tr/ciQrd5 MA Y AVI , I -- ENGINEERING PLANNING SURVEYING , ) ,1 : J �, I '�' LANDSCAPE ARCHITECTURE �'., �� i �' � 4? 71', C Ll1L1L- a , a i Y; W LLtI 2 C/. N y I I I r .a __ �.'' , `AAAfa I. 0000. 3880 Lemon Street, Suite 300,� 4-09 7 6-- �5(9 oo-. C „ yhh -/E5 6�4a . 1237-A�8 �Ao 4' bll.5c r c� J �r /VIOCf r/o l /o ,5'ca/&, V/"C lnl,fv Ma nofo Sca e. ��; • � P ° fir .. , RlVERSIOE 1 33. 3E/9 Cd&3;r�eae7 30:6 Gq 40me-CT To fix• sa io 3 ¢. le.*5 LF Cavo.it/C,/y!C"3i _5W C'OAI Ale. 0 / T. �s 0 dAl e25 // 04 // _/).3