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HomeMy Public PortalAboutEdgewater Isle Site Improvement Plans Phase II - 1510 Marina VistaGRADING AND PAVING NOTES 1. Work shall consist of all clearing, grubbing, and stripping, preparation of land to be filled, excavation, spreading, compaction and control of the fill, and all subsidiary work necessary to complete the grading to conform to the lines, grades and slopes, as shown on the accepted plans and as specified in the Geotechnical Investigation Report. 2. The Contractor's attention is directed to the Geotechnical Investigation Report entitled, Mariner's Island No. 5 - Residential Portion dated February, 1983, prepared by Soil Foundation Systems, Inc., 733 Benton Street, Santa Clara, CA 95050. A copy of this report is on file and can be reviewed in the office of Ruth and Going, Inc., 919 The Alameda, San Jose, California (408) 297-8273. 3. The Contractor shall notify the Soil Engineer, K.C. Sohn of Soil Foundation Systems, Inc., phone (408) 248-1150, at feast 48 hours prior to commencement of any grading operations on site. in the event that any unusual conditions not covered by these notes and the Geotechnical investigation are encountered during grading operations, the Soil Engineer shall be immediately notified for directions. 5. All existing trash, debris, roots, tree remains and other rubbish shall be removed from the site so as to leave the areas that have been disturbed with a neat and finished appearance free from unsightly debris. No burning shall be permitted. 6. It shall be the responsibility of the Contractor under the guidance of the Engineer to carry out necessary cuts and fills within the limits of this project so as to generate the desired subgrade surfaces and slopes. The intent of this plan is to aid the Contractor in, arriving at such a final result. The cut and fill quantities tabulated on this sheet indicate the theoretical yardage to be moved and are shown hereon only as a convenience to the Contractor. All fill designated as "compacted fill" on the plan shall be compacted to a relative compaction of not less than 90%, as determined by the ASTM test procedure D1557-70. The upper 10 inches of the subgrade for pavement areas shall be compacted to a relative compaction of not less than 95%, as determined by the State of California test method No. 216. 8. Contractors shall grade to the line and elevations shown on the plan within the following horizontal and vertical tolerances, and to the following relative compactions, in the areas indicated: a. Roadway and parklhg area subgrade preparation (Upper 10 inches) b. Building pads and all engineered fill c. Landscape fill (Upper 12 inches only) Relative Horizontal Vertical Compaction 0.05`+ 0. Y+ 1.0'+ 0.05'+ 0.10c+ 0.20'+ 95% 90% 85% 9. All aggregate base material and the handling and placement thereof shall be in accordance with the Standard Specifications. Aggregate base material shall be crushed aggregate base. 10. Asphalt concrete (AC) shall be Type B-AR4000, 3/4" maximum aggregate size, as specified for surface course material in the Standard Specifications. 2" thickness may be placed in one lift. II. SC -70 liquid asphalt conforming to the provisions of the. Standard Specifications shall be applied at the rate of 0.15* gallons per square vard to surface of aggregate hase prior to placement of asphalt concrete. A non -crystallizing type weed kill shall be spread over the aggregate base in accordance with manufactirer's recommendations. 13. Contractor shall adjust all inlets, valve boxes, manhole rims, and sewer cleanouts to new finish grade. i4. Materials, handling and placement of Portland Cement Concrete shall be in accordance with appiicelne sections of the Standard Specifications and these plans and details shown hereon. 15. Contours in open landscape areas are finished grade contours. Over excavation or under filling is requited for placement of minimum of six inches of top soil suitable for maintaining plant growth. Top soil placement is the responsibility of the grading Contractor. UNDERGROUND NOTES Contractor shall expose and verify location and elevation of existing utilities, including sanitary and storm sewers, and waterlines before constructingnew facilities. Sanitary sewer cleanouts shall be constructed where required by Uniform Plumbing Code (1979 Edition) and the City of San Mateo. Any additional cleanouts required by such code or City beyond those shown on this plan shall he constructed at no additional cost to Owner. House sewer laterals shall be constructed to a point 5 feet away from each building as shown on these plans. 4. Contractor shall place a 2" x 3" wood stake at ends of all storm, sanitary and water lines stubbed but for future connections by others. Stake shall be of sufficient length to extend frem end of pipe to 18" above finish surface grade and shall be color coded. Materials for pipe, storm water inlets and cleanouts and installation procedures shall be in accordance with applicable Uniform Building Code sections and the Standard Specifications, and these plans and details shown hereon. Storm drain pipe designated "CP" may be concrete pipe, viitifled clay pipe, or asbestos cement pipe, appropriate for such use. All trench excavation and backlit' for storm drains and sanitary sewers shall conform to requirements of the Standard Specifications. All trenches and excavations shall be constructed In strict compliance withthe applicable sections of California and Federal O.S.H.A. requirements and other applicable safety ordinances. Contractor shall bear full responsibility for trench shoring design and installation. All domestic and irrigation water facilities shall be constructed in accordance with the Estero Municipal Improvement District Standards and Specifications. 10. All fire hydrants shall be "Corona" style Model 550 containing one 4-1/2" and one 2-1/2" outlets with national startdard hose threads as manufactured by Rich Valve Company and shall be painted with "Tropical-Rhinamel Yellow #202-55-00" as manufactured by the Tropical Paint Divisio n,'Grow Chemical Co., PO Box 576, Santa Cruz, CA 95060 (423- 3337). 4 I c..-= _.i LE [MPH oV7 ENEN,� [�(� CAM C� � GMT fflEV1LODckiliEN3T re RUTH AND GOING INC. %.07 architecture • engineering • planning 919 The Alameda San Jose California 95126 - (408).97-8273 SHEETS 1 14 - DONALD C. LANDBERG R. C. E. SHEET 10 lia.1141.11,44. ay. Tel_ • 1�- � rf PHASE I; 1 r j , I l i r" 'a ? i -1-C' I H en J SHEETS �,8& {3 z, 51-iEE i'S 7 1 12 STATE ROUTE a2, 1 1 r �,`\ r ft t .. }purl rtl l4 Ili �v � �----v._... .+-. , ` L .w.r it { "' �. \� 138 cY • -.........-.0 -'.._ .; c Fri Y" L r' l SHEETS El MARINA LAGOON iD-5-83 DATE REVISED 11-15-53 I-3-)34 SHEET INDEX DESCROPTOON TITLE SHEET AND NOTES GRADING .AND DRAINAGE PLANS UNDERGROUND UTILITIES PLANS ALIQANMENT PLANS DE1'&ILS y 0.\ • Zee SHEET NO 1 2 6,7,8,9410 11,12,13414 15 / GENERAL. NOTES 1. All work shown on these plans shall be done in accordance with the following; a) All work regarding water supply improvements shall he done in accordance with Estero Municipal Improvement District Resolution No.- 763 Amending District Standard Specifications and Resolution No. 690, dated July 1972 unless directed otherwise by the District Engineer. b) All on -site improvements, other than water improvements shall be done in accordance with the Standard Specifications for Public Works Construction written by the American Public Works Association, 1979 Edition (hereinafter "Standard Specifications") c) All work regardless. of type shall be done in accordance with the standards of the United States Department of Labor, Occupational Safety and Health Administration, Office of Standards and ruins - of the State Division of Industrial Safety. Where conflicts exist between any of the above lasted specificatio:,s, the most stringen listed specifications shall prevail. 2. Contractor shall supply all equipment, labor, and rn,ateriais necessary to perform the work shown en this plan. 3. .It shall be the responsiblity of the various contractors to coordinate their work so as to eliminate conflicts and work toward the general good and completion of the entire project. - 4. All workmanship and materials furnished by Contractor shall be of the kind and quality described in the specifications and shall be first lass throughout. Neither final acceptance nor final payment by Owner shall relieve Contractor of responsiblity for faulty materials or workmanship. - - 5. In the event of arry conflict of information shown in these plans, or any conflict between these plans and the intent of a consistent and functional product. the Contractor shall so notify the Owner in writing, upon which notice the Owner shallresolve the conflict by the issuance of a written order, revised plans or both, The Contractor shall bear full cost and responsiblity for work affected by such conflicts and performed by the Contractor prior to such notice to the Owner and issuance of such order and/or revised plans. 6. Contractor shall provide adequate dust control at_ all times as required by Owner's representative and the City of San Mateo, Wat -r truck sriall be an ;'?:f• Cis.'']'' all 9rodin9 .operations, 7. Contractor shaill exercise all necessary caution to avoid damage to any existing surface improvements, or to any existing drainage structures, water structures, sewer cleanouts. or junction boxes for underground electric, telephone, or cable TV, or storm sewer, sanitary sewer, water line, and underground utilities, which are to remain in prase, and shall bear full responsibility for any damage thereto. - 8. All known existing utility lines are shown for information only. Contractor shall exercise all necessary caution to avoid damage to any existing utility lines or facilities to remain in place, whether or not such .lines or facilities are shown on these plans. and shall bear full responsibility .for any damage thereto. Engineer for Owner shall furnish rough grade and final grade stage. on.. :rib. `or tees driveway and parking area work, one grade stake at each of the raic-c .order; of the building pad, and other critical points in open landscape areas. In addition, Engineer for the Owner will provide line and grade stakes for sanitary storm sewer lines, drainage inlets, sewer-rna?aholes, and sanitary sewer cl.ean©uts. . Any replacement of stakes furnished by Engineer' shall be at Contractor's. expense. Contractor shall provide supplemental grade stakes; in addition to those famished by Engineer, as required to complete the grading to the lines and grades she " 1O. Inspectiotfr of work; a) The : lty of Saar ,tiiateo F'.y41ic W u�ts b - on-slie` irnprovernents inctiiding, but nL a rrit ed tti, the 4e(ver= system,, dr_- ngari:rd system, fire susttrn, grading, r r' and coriforitiance to the Site I rer;nit; b) A- representati.'re of Owner1-all . '.m, ,!t ea.er work, ;+,.i-Jc' compaction of earthwork;`. cl C;optiac tel than nrit-ify the City of Works fiepartment (415) 574-6790 48 hours prior tb the start of any Ftibls`c Right -of -Way , twee O K W ANT DESCRIPTION i U7 EXCAVATION 4.3%Oc.y FILL COMPACT ICN - i MPORT 95'70c.y. TOTAL - - 14,53t)c.y. 14,330E APPROVED: CITY CP SAN M TEO IC WORKS !32 35 20 c.y. 2-2-04 MATE DATE 'T? i FRG= IU . P AD= 104.50 FFSit10.00 PAD =104, ,3,' ,., r/0 FisG= 10527 - Jltl'E: SID WALKS THROUGH RETURIJS Tt BUILDING A E TO M AZCH PAVEMENT sas.1 toP"AD= 10443 fFGtl05. 1a PAD404.43 ti efi4 LOS Z7 PAD= 184.60 RUTH AND GOING, INC. architecture • engineering • planning 919 The Alameda San Jo se Califo rnia 95126 DESIGN Irde CH' KO DRAWN SCALE / c. 10 1 (408) 297 8273 REG . NO . 13138___ G RADING AND DRAIN AGE SITE IM PROVEM ENT PLANS PHASE 1111 /05. '3+ 11-15.83 REVISIONS DESCRIPTION SIDEWA LKS L -,-=s-- SEE SHEET 2 to 0 z 0 gFG N,2��g FCF�L ectiOrp1 J 144 •a J 4 0 0 D i;ryp iTo kNA M 71 of 1 i I — SEE . ammo- a t Ait 1111•IMIM FP= 105.50 PAb= 104.75 OG' 104.153 are n bL 1G ���C. pis �./d, s i 1 F. F, c 105.50 P,A Q :104.75 0.G.: 104. 53 B 14 (tj s TtiA5F1 ENCLOSURE (PAD=I1'Y33') SEE. LANDSCAPE. DRAWINGS FOR CONSTRUCTION OEIA1L5 • S+3C? (!4 eRT) F.H. COMSTRLICT\OI4 GRID 11ORTIA OF 15 SHEETS ream. et ra.,. .._. s..t. a..tc,,,ecv,,,,,,,Anetze,..,,‘ ,...,et ,.,....wsc _.....M .a.in'sova( ,...tt....- _. 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(E) I01.00' I (1 93.90 1 NV. 100. 5'-6"VCP= i4 - 0431 4t *454 AR E5 Ffc105.30 • I sc4 7:1' 8"GP 1t, 1` `-_ SEE SHEET 8 44 c st ?yr' got. v a ST 0.01 s FFt. 10530 5'1 L. 4' W Qt $� 630491 v "s { DEL e,33 N o { ' SLOPE TO CLEAR 6"VCP 36 9 SAN. NSE'nt) # $ RIA 104.45 1 .. i4a..<.5)4'S-55 W 1►1V.CW)10La0 IM WE) 95. r 35 v 1/41 r Lai r $ 4' /21 t_ - O era • 1L \ 18 U 0 �d g) r '-8" P \O ffe 5.0. A2. 104_ AR 2G F F t 105.30 -' to - toe in if c a v co t" PV WATER 1 ERVICE. W vr. 0 tY 0 I LLD .9041 I 1- vo it 44 0 v • 0. N I 8•ro 1 • A imam i- u 5;1 4. w ;‘,1 N MAR ••• B 24 FF=105.30 e.1 '1 � A s ° O pPt y2` t�J ••• SLOPE . TO CLEAR 6" VCP ZErWevLPc' 5=Cols fry QF0 0 cop t -10'4"CP ?Ft 105.30 +, fet ------------- astide 44/\ a'-'cvcP 5x0.02 AR 27 64'- 46 1- 1 fildiNaledA I+II.Q !NVIZAa• 11! i INV. (5 9700 +0 (8.5' RI) /MN/ 99.0 A it 3U1A.' Rt) FF.H. 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LA e0A0LLideL-L-Hr Bor Tom OF 5 SHEETS 292. f/50' , 24'/ 93 .429P 1 1 m gat Iamb tvt -.6T 66.67' EAS T 67.50 ' 5 98. @I L 20 05 62 $2.5930 E AST 2/7. 75" -ROAD 0 v0141,406, - 9,y/ 09, 2/0. a ' 5497 23 0.42' }236 138/ A' 257 2060 5998..6899co ca . a 4/3ra 1 t i i 1 PARKING 15LANO RUTH AN D GOING ,- INC. isir architecture • engineering *planning 1;19 The .Aiamed a Sur Jose 4 ei lo rr,ia 95126 (408) ?97-8x73 DESIGN Atiii EH' KO DRAWN SCALE REG. NO. K. 96 00: 63' 4- to °261/2,/ " e z r 1089, , /3' PE RIMETER ROAD EAST 34'9 .00' -- .196,001 /09 GQ' ROAD A /06v, .xe' 1 N /247 /246 v 139 d arc • % 9$ 55 8133 1232 i g27f 2294 J 0 riZr co. 2 ' P Q.'IFx"ry 235 !Z. ,rlp}- :2,0' ,('/2 £497 //9.5"8' 27 226 129 g223 572 25 666 9331 16953. 7590 EAST k 0.26' * R97/2 X'=5,a 'An 88'n".50"L`. =7,72' V v cry „OG,✓J.09/ 1270 57 22, Sa b0549- 2.190 i^ EMT 075 0' WEST 86.67' 7119 3�gLtn i 2073 9` 490 /Air AL £457 `a it. szfr RISC 335 72' 1/ -+ X 53 3,39/ " 10j-1----" a n 7a /B5-+ .3/0 15 6.80 ' 28/ 309 5 .457 83. 00' 72 /77 -► -Urn 4/7d el-4rAY `s` 9s 56ca ca.3-.5-a aa l 6 979.6755 3f 35' 3852 655 67. /7 55 s•nil CJ /..V ,4219' O'0 Q'JOO® A ®Okri O $ 4 1 gi-li ter (CI O br1.0 a 4 a 4 9,7,; '%7/6 WEST .6-94/2 5/70 ,e4goa itiail-ZO02-7.3‘ �-, 07'emA 4' L`; 2S<?- p41 `22 llaEW SLE SITE IMPROVEMENT PLANS PHASE PH R=9,'1=5:/6' 4r 73'5,7W' 2/3 1.35 REVISIONS MARK DATE BY DESCRIPTION AII -15-50 CURB RSISION N3 tv 0 --- J i ( CFO N `.T 11.1 (33s b ( u :n .. er zi ale ba 1 El LI i 1 1 1 to S709. 952t 3lB3 !39/9 rxi8 . t/7:3 502-5 %46' g t/ 1144 ` J8 /9. 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Ma WE ST 8781,1 ,YE8T 8 4. 47' 43887 389/ 545 7. tar - 31960 oz 90e 0ra o# co sl urSt • AzeOrler •92, 26' 144 Clt / 51 6-1 f 16. 00,4 387/ • 40 26.2 849 Mir 8750 342,7 .3627:93 20 1 I re 15 7.c' T 878 cr„ N ag won -,1619, zee ALIGNMENT PLAN [E2aE9ATIE SLE Attu , EAST 1- .4 57 849T 87 .5 0' to To 255-- 299 59411.4 9 2/8 3 azg): 8760 tat taki 21 2 7(29,3 za sr 4 741 -ter 315/# 11-4 609 REVISIONS BY DESCRIPTION CURB REVISION 11/4 i ti 00.00'4=12'34'2/" Le /89.13' R/9 q.y6808' 4']3'"25'3/' /23' Mr ,--- TO /3 rk� S2, B18 5. 0 �_11:4•d 4_ ry�'N 6 r3.0 YirOC.0 t 471' 32. 5" CIS Rn4✓•.i ' L:6,7 at,/ hili a 5 ea' ZT 4<? 26^x• /98.17' NG'6J'2G'E 7 h r-,oa' CONSTRUCTION 6RID NORTH SCALE: 1"a 20' 2/'/¢'E 29Z, 429 h /'2/'/6'E B&.G7' 937 r�Y 37'41.02/? 2386 AR 25 `p i /'/S", .OAS / 233/ 57f4.5/02 574"tf557 Lr J /G 67 493 a, R` goo' "9"a:1100` L. =6,28' R~3:'7n" t5--`/(i"' d; " L.at 4' 93471/ '72" z te ace 9' AR 20 319 n( r;, r41,44 x} �''•6 Lt:i•S{ PERIMETER 1 � reser- 00 R38t. ' _ f•a hlh 4h Nelli a e1 a CO 1 fa yttt k N/'2/76 "E" 37f6..9'/t9 2509 L N/'?1 i4"E' 66.&7' N27.7, 'ac $%dr8' .shay3729 I j74"/ YY92 24'59 AR26 a('') 91'7 a.f�50' ROAD. Za .. fY2.13'%cs- 222.23' N2'/5'26'E 22567' J 793! 324 r2/' /6'"E car e+,00t ;ram. v • fi BX 23 1 //, 2'14' 7/54,7'- lo ou•h �' ��c�9. li 9 .P9.Q as Y h � 00 9/ " .Y/'2/Yfl BG.47' N/'2/'Ira'"E 8750' AR 27 /7 911{ 1 `r 898, ND'3O'/7"W 797' 9BG 1•161.5919 fao.00' l j 9 d2'f6'.34"/yyY 33' 369 ,V2°56'39"/►' Y3.67' 225! 5; 0. 4'00 S70. 2989 C 28 A'2'.6'6'.3,9 /Ls_/.BD' kq 1 s0. 1, 2, ?leave 07 R9l/5 A8 sal s4' To n g z cV/ o • zC 0 iv •c ® w Z w o 3s =a) ZCC W z 0 0 1.-.1 '- 0 0 OF 15 SHEETS. JOB NO. 16257-2 2-2-04 1"'O" 1,wA(T`eR -10 I CL.Ar-`' iL FWd'15") SEE At:7TE BELOW ROCK Iry SLOPE PROTECTION ID" 1 2'-Ge ELEVATION C 4 DR LIGENo is 4 EACH FACE -Az4 a 12" NOTES 1. MIN)MUM REAR CONC. COMER: a. r EXPOSED TO WEATIEJM/EAR'TH b. 3" GIST AGAINST EARTH. Z CONCRETE SHALL RE CLASS SGO -C-31W ELEVATIOv - HEADWALL VERIFY WITH FLAP GATE cmil MANUFACTURER 2" APPLY EPDXY TENDING AGENT TO G" BANG AROUND RCP PRIOR TO PLACING CONCRETE HEADWALL. 3'4"OSTA1t'&E95 STEEL ANCHOR BOLTS WITH EMIctrwED LENGTH 4" HORIZONTAL 3" HOOK(TYR) SECTION A 3'-o"(18") S-3"(2.1". 1 irer3"-U'sO\ I Er RUCK 4.-s DPEI)'" INtGTECTK)N--lj A EACH FACE (TYP) 10" 6" " S4 EACH FACE PIPE INVERT 34.Z5(Or) 1" e` ` }B" SET BOTTOM OF RCP 1' INTO SLAa v mot---•-+�'4Q 12" EACH WAY 3/4" CRUSHED ROCK 2"-G" SECTION B WATERMAN F-IO FLAP GATE (I51I8;4 21") ALL STAINLESS STEEL LINKS. ANCHOR BOLTS. BUSHINGS. HIND PINS. WASHERS 4SPRING PINS. SallaCCE sows. GATE, LINKS 4 FRAME SHALL BE COATED WITH DRY POWDER EPDXY FUSION COATING OR MAMJF CTURERS EQUAL ANO AN ANOCE SHALL. SE INSTALLED IN ACCORDANCE WITH EMID SPEC'.1FKA(TONS SCION f"i-ot. STORM WATER OUTFALL DETAIL REDW000 HE4C?ER NEW CATCH BASIN (CSM E-3) STANDARD CITY MONUMENT LARGE AREA DRAIN SMALL AREA DRAIN INLET !N VALLET GUTTER (SEE NOTE BELOW RIGIJT ) STORM SEWER AND MANHOLE ((VII fl III) SANITARY SEWER AND MANHOLE (CSM STD MH) r9•I'104? SANITARY CLEANOUT (CSM STD) C3 - 1- 1 Q2 ) FIRE HYDRANT (CSM STD.) WATER LINE ANT) GATE VALVE 6" PVC SLEEVES EXISTING SPOT GRADE FINISH GRADE DIRECTION AND JR ATE. OF SLOPE EXISTING GRADE CONTOUR FINISH GRADE CONTOUR NEW AC PAVEMENT SPECIAL PAVINSj NEW SIDEWALK PAD LIMITS TRASH ENCLOSURE 011)(13' PAD) CURB AND GUTTER (CSM TYPE A) VAI_LE`( GUTTER S' F41GH SOUND WALL ABBREVIATIONS F.H. FIRE HYDRANT CSM STD TC CB Fr FFG IoG INV. BW STA GB CO Nth PCCPT. RP RCP ETI\4 SAN VCR CITY OF SAN MATEO STANDARD TOP OF CURB CATCH BASIN FINISH FLOOR ELEVATION FINISH FLOOR: ELEVATION AT GARAGE OUTSIDE FLUSH GRADE INVERT ELEVATION BACK OF WALK ELEVATION STATION GRADE BREAK. CLEANOUT MANHOLE HIGH POINT POINT OF COMPOUND CURVATURE RADIUS POINT TOP OF WALL REINFORCED CONCRETE PIPE STORM SANITARY CONCRETE PIPE VITRIFIED CLAY PIPE AC;VW '' ASBESTOS CEMENT WATER PIPE F1455 560 -B -3Z50 CONCRETE I� 1-0" " 0 , 1 161-°-___1_,4 ° -- *4 _r I ,. -( CONTINUOUS VALLEY GLITTER E" INLET IN VALLET GUTTER NOTE: INLET IN VALLET Gurrarq TO FIE SANTA ROSA PRECAST PRODUCT MODEL 2K DESIGN C4, MEG. No, 13 44 R2 D!S EO,UAL, TO CE INSTALLED A5 AN INTEGRAL PAP.! Or rpE VALLEY GLITTER. 5°;A.8. PCC VALLEY GUT1ER / SEE DETAIL- TI -175 Si-tT. - 3"A. C, 0 x, -1/21/4A,�-e^ •A.B.' VAi,L€Y GUTTER KEYED KOLO OOINT OR EQUAL I2' -L°4' .0 Mt'.x. ; EACt4 hit;,f - A. „ a" s NOTE: ALL ANO STRUCTURAL PROPERTIES SHALL CONFORM TO THE REQUIREMENT° SPECIFIED BY SIERRA PRECAST INC. DR EGUAL.1 TEXTURE SHALL BE AS REQUIRED BY DETAIL "' ,3' H1$G SOUND WALL NQjL: CROSSWALK 15 SAME AS SPECIAL EXCEPT FOR WIRE. BROOM FINISH. ".SP C►AL RAYING" STAMPED CONCRETE. SEE LANDSCAPE PLAN rioR PIX7TERM flJt4 ACTT. SU86RADE:- SPECIAL P';1 6low row iQwim oca•. Kf.t°8ASS IS"O.C. CRUSHED AO DETAIL VARIES e ORiV£WAN/PARKIN6 ► Wont. Cs(TYR) AREAS Sew WAIL. 1145 SHEET 3'A G ES _tic, NMI. 8"CRUSHED A.B. NO CURB AT UNIT GARAGES SECTION A -A 3°A.C. ' !L! s16M., 3TANOARD CrTY de SAN MATEO TYPE "C"CURBESETIER (5'e.MiRAMATi) (5'Lo MIRAMAR) f5' C 16' Q MISAMAR) I -G"f 3' 6' •I5' C 16' MI RT WOES Zr3M`n etx 8"CRUSHED AB COMPACT EO SUBGR A O E. STAa0.R0 Crrt a SAN Mono Tow A"Guis46ur E\ ,j 1 /w.alEs-5¢E FLANS ZO MA7jI VAR 9[c R.AHS \ ! 3•AG VARIES MK r.�.rrsl_ w --- I___ MAX. Ax\'i &'CRUSHED A8 COMPACTED 5U8GRAOE. SIDEWALK WHERE SHOWN 0*4 PLANS r< SEE DETAIL TH15 SIA ET TYPICAL STREET SECTIONS Lwer- TRENCH CAP DETAIL FINISH GRADE ROADWAY SECTION 9g5% R.C. MIT1VE MR IREAL (PFt I8, LLt 3OYR220 30W4RELATIVE COMI'4CTif1F TRENCH BACKFILL fPAVEMENT SECTION ALL LUMBER - TO BE PLOUGH r vowoor) REDWOOD --A--3/8" PIPE. WITH LOCKING COLLAR`: AND GASKETS NOTE: COMPACTION TO BE OBTAINED BY h@NANICAL Me"Ti36S ONLY. NO WATER JETTING ALLOWED. 1- 2" x 6" HEADER FOR STRAIGHT RUNS OR Z - 1" x 6" LAM. HEADER FOR CURVED RUNS. CC*4PACTED EARTH BACKFILL PLACED PRIOR TO PAVING. 2"x 4" x 18" ROUGH REDWOOD, PLACE M 5'- 0" MIN. INTERVAL M EACH LAP JOINT IN CURVED. RUNS AND ALL CORNERS IN STRAIGHT RUNS. OVERLAP LAMINATED HEADER JOINT MIN. 4' -0 DN TA'JGFM` AND. CURVES LESS THAN 20 RADIUS. STAGGER JOINT._ Mfg. 8'. DER DETAIL PCC SLAB " 241`.4 MIN. CRUSHED A.B. VERTICAL CURB WHERE SHOWN ON PLANS CURB 4 GUTTER WHERE SHOWN ON PLANS CONCRETE WALKWAY PHOENIX IRON WORTS STANDARD TOP FLANGE FIELD INLET GRATE F04 12' R.C.P. CAT. NO. P 0058 �► �F%NOSH GRADE CLASS 560-8.320 CONCRETE SMALL AREA DRAIN -T' OF 6" DOA. PRESSURE TREATED PEEL CORE OR EQUAL. (TYP) 3" CONDUIT RIM ELEV. STAN 2 104.9' STA. *5 105.0' STA *4 (05 0' STA. *5 104.5' FLOAT HANGERS (SCE DETAIL) INV. OUT 4" PVC STA. a 2 101.17 STA.* 3 (01.17 STA.*4 101.2'7 STA.* 5 DI .08 9[)' PVC. ELBOW PLACE GRA 8ACKFILL 88HEHINOCECUMB PRIOR 79 PAVING-- CLASS zsoD CONCRETE 3" CONDUIT.--.,-..�.�.\ 4" PVC -.- FLANGED PUMP CONNECTION INFLOW SUBMErSSIBLE PUMP ( SUPPLIED E5Y OWNER, TO BE INSTALLED 5Y CONTRACTOR) WET WELL BOTTOM ELEV. 9TA. A a 90.74 STA.4 3 89.91 5TA.4 4 91.02 STA.4 5 0. HOLE FOR 3/8" I.D. PIPE WIRE. -BOLT TO MANHOLE SIDE. TYPICAL FLOAT HANGER DETAIL VERTICAL CONCRETE CURB DETAIL CONTROL CAB NET PHOENIX IRON WORKS STANDARD TOP FLANGE FIELD INLET GRATE FOR 21' R.C.P. CAT. NO. P 1782�71.. FINISH GRADE CLASS 340-8-3230 CONCRETE--• . • ,. F"-- 3.-7°* I B' LARGE AREA DRAIN -N OTE CONTROL CABINET, CONTROLS AND CABINET MOUNTING BRACKETS SHALL BE SUPPLIED BY THE OWNER TO BE INSTALLED) SY THE CONTRACTOR. f I'- 8" PVC_ L STA. Z"3,f, 4- 2'. 6" PVC 9TA.ikS STA. 2,3,4 ,4 s - 6°x4" PVC REDUCER STA. Z..3, 4 4 - Efi'x 6" PVC REDUCER ,-JOSAM BACKWATER VALUE MODEL ItiB- sTA.*Z 3,4'4 MODEL 1176-STA.BS ADAPTER 8" PVC TO 5"VCP OR G" PVC_ TO 6" VCP \ ` 8" x 6" PC 45° REDUCING WYE L. STA. 2, 5 81 4. 6-x6" PVC 45• WYE STA. 5. 6" PVC 45' ELBOW INV. OUT 6" PVC STA. it 101.05 STA. -43 101.08 STA ,314 101.18 STA. tt S 101.08 - 8"x6"PVC REDUCING WYE"- STA.* a, 3,44- 6""6" PVC WYE' - STA .li5 STD. 6" 5EWEA CLEAMOUT if (SEE CSM $TD. OWS. 4O. 3--1- 10E) ECCENTRIC CONE WtT:d SAN MATED TYPE C"MANHOLE FRAME 4. COVER CHR)5TY 13 36 UTILITY 50X wiTW 83 , D LID OR ETALIAL Cur rizp 4 INV. CU.1�S INV. 0.1.2:5 5TA.♦4 INV. 01.01 STA .4 3 cMANHOLE STEPS SHALL BE NON- CORROSIVE PATE'NDED PLASTIC 013 VI. STAINLESS STEEL. --�-^ HIG1-1 WATER ALARM AT INV. IN' STA. Ma 96.61 STA.* 3 93.88 STA. 44 96.27 STA. Y 5 94.06 \,_1iTCTH _L}iATER _LEVEE t PUMP 01' 42_, STA. 4 2 95.61 6" A. s 3 52..88 A. 4 4 95.27 STA.* 3 33.06 LOIN WATER LEVEL + FUME OFF I STA.* 2 91.84 STAN 3 90.91 8" STA . H 4 92.02 STA. it 5 91.93 90° PVC ELBOW 44 4 a 12" c.c. EACH WAY STATION DETAIL 0 2 2 NL . 141 2-2- 0