Loading...
PZ - Draft Engineering Plans TITLE SHEET FOR GENERAL CONSTRUCTION SEWER CONNER SQUARE 1. All construction work shall be done in accordance with the current version 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA of the Idaho Standards for 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 528 & 604 W. BROADWAY AVE. Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC T. 3 N., R.1 W., SEC. 12 B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main o stringent of any of these standards shall be the controlling standards or specifications. and non-potable water main to cross with less than eighteen (18) inches of vertical separation, theQL (- crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3 on site or readily accessible at all times during construction (available on the website). Failure to W have access to a current copy of the Standard Specifications on site could be grounds for a stop work 3. The horizontal separation of non-potable services and potable water services or potable water mains q j order until the situation is resolved. shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable W water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be ck� 3. The Contractor shall have plans stamped "Approved for Construction" by the City of Meridian on site at constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems all times. (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). LL_ q 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference prior 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the service line to start of work. crosses a storm water treatment facility (i.e., seepage beds, drainage swales). I- 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on an project without Twenty Four 24 hour prior notice. PRESSURIZED IRRIGATION q Y g� Yp 1 Y ( ) 1. The pressurized irrigation system must be built to the standards of the irrigation district in which it is o 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The Contractor being constructed. may not open or close water valves. Q 2. Install a reduced pressure backflow preventer in any connection between the potable water system and q o 7. All material furnished on, or for the project must meet the minimum requirements of the approving the pressure irrigation system. The device must be approved by the Idaho Department of -' agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish Environmental Quality (DEQ) and the City of Meridian Water Department. proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. DRAINAGE o 1. For any drainage facilities within a public Right of Way, ACHD or ITD shall be responsible for inspection. SNNISI/���I 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling For an private drainage facilities the project engineer or architect shall be responsible for inspection and trenches for pipe; B placing of aggregate base; C placing of concrete; D placing of asphalt avin y p g p g p p W. IDAHO AVE. p p ( ) p g ( ) p g ( ) p g p paving. certification of drainage facilities; however any roof drainage and piping to the drainage facilities will be � � inspected by the Meridian plumbing official under the appropriate permit. o 0 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor rn rn from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. z 10. Any deviation from the approved plans and specifications must have the applicable agency approval in -' writing prior to construction. W.BROADWAY AVE. q 5L rq W 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Permit SITE LOCATION LEI from the Building Division of the Meridian Public Works Department. Any deviation in street light 3 locations from the approved plans must be approved in writing from the City Engineer. v, Q LEI CL PROJECT q q Q BENCHMARKS WATER �l 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking 94 Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in Generalco Construction Note No. 1. �1 �1 q 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm ,1 drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, the VICINITY MAP crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking NTS a Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). � �^ o 3. The horizontal separation of non-potable services and potable water services or potable water mains ;K� shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable S H E E T I N D E X Lz� water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be C1 COVER SHEET constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems C2 GRADING PLAN (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). C3 UTILITY PLAN & STREET LIGHTING PLANLO S C4 STORM DRAIN PLAN & DETAILS CQ 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the contractor shall coordinate with the Public Works Inspector. L.LJ ROADWAY 1. All Contractors working within the public road right-of-way are required to secure a right-of-way UTILITY REPRESENTATIVES ❑ construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. �Ll d- UTILITY REPRESENTATIVES PHONE LLI 01:�mot- 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the 1_ ' 1.-"1,0 i pipe zone. GAS INTERMOUNTAIN GAS MISHELE SINGLETON 377-6839 J Q M o ELECTRICITY IDAHO POWER VIC STEELMAN 388-6320 LL J CU TELEPHONE QWEST MELISSA MENDEZ 385-2144 = q SEWER CITY OF MERIDIAN JOHN McCORMICK 888-8521 ~' WATER CITY OF MERIDIAN DENNIS TELLER 888-5242 ROADS ACHD DARRIN CARROLL 387-6258 PRESSURE IRRIGATION NAMPA & MERIDIAN IRR. GREG CURTIS 466-7861 �' O q FIRE CITY OF MERIDIAN MARK NIEMEYER 888-1234 Q Lp� V 00 SURVEY INFORMATION Q � � Q CONSTRUCTION STAKING WILL BE PROVIDED BY COMPASS LAND SURVEYING. Ckf LEGEND RICHARD GRAY, PLS. PHONE NO. (208) 442-0115 Q ELEVATIONS ARE BASED ON NAVD 88. z z z o BOUNDARY BENCHMARK #1 - SET 1/2" WITH CLS CONTROL CAP, t7' E. of 607 W. z J - - ROAD RIGHT-OF-WAY PROPOSED PEDESTRIAN RAMP 1 SECTION CUT BROADWAY AVE. MAILBX, SOUTH SIDE OF ROAD,SW. CORNER OF PROJECT o o W q s EL= 2593.95 - - - - - - - UTILITY, DRAINAGE AND IRRIGATION EASEMENT. LJJ LOT LINE L - - J REMOVE AND REPLACE EXISTING ASPHALT o 3 v WITH 1' MINIMUM SAWCUT SEE DETAIL 4 - DETAIL Co NUMBER Q > CENTERLINE IQ EXISTING IRRIGATION MANHOLE SHEET NOTICE TO CONTRACTORS 0 EDGE OF PAVEMENT LINE v TEST PIT w - EXISTING WATER LINE D4 IRRIGATION VALVE STREET LIGHT CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED W QJ 8 W WATER LINE & SIZE o- IRRIGATION DRAIN CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND CK S EXISTING SEWER LINE o- IRRIGATION AIR VENT NO PARKING SIGN COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT S(801 SEWER LINE & SIZE IRRIGATION SERVICE STREET SIGN SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 3"PI PRESSURE IRRIGATION LINE & SIZE SEWER MANHOLE TYPE III ROADWAY TERMINUS BARRICADE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY Q GIR EXISTING GRAVITY IRRIGATION LINE 4°S SEWER SERVICE PER ISPWC SD-1132 HIGHWAY DISTRICT AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL Ld OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, W EDR EXISTING DIRT ROAD mi SAND & GREASE TRAP STATION ELEVATION AT STATION POINT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ADA COUNTY HIGHWAY DISTRICT OR Q = T0B EXISTING TOP OF BANK © CATCH BASIN ELEVATION (TOP BACK OF CURB UNLESS THE DESIGN CONSULTANT. (� OTHERWISE NOTED) W D EXISTING DITCH SLOPE ARROW THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE � X FENCE TBRC TOP OF 3"„ ROLLED CURB GRADE BREAK TOA/TOC TOP OF ASPHALT/TOP OF CONCRETE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO Q Ld v X EXISTING FENCE ® EXISTING WATER VALVE PC POINT OF CURVE TONAL FN COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT D > LL_ ® PROPOSED WATER VALVE PT POINT OF TANGENT ��, GIST£ ciy BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND �0 E]EXISTING SIDEWALK, CURB, AND GUTTER Y INV INVERT 10 UTILITIES. J U v FIRE HYDRANT GB GRADE BREAK a 098 5' SIDEWALK W/ GC GRADE CHANGE UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE I- z 3" ROLLED CURB & GUTTER EXISTING FIRE HYDRANT FL FLOW LINE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL Lit 10/27/2(� CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE z I- PVI POINT OF VERTICAL INTERSECTION � '9T pQ' � N WATER SERVICE PLANS.CENTERLINE p = U � A 1 AI I L L , I LR, LL, CJ73,C0 o ; LD I ; V NOTE: N I-7. j -1'8i I 1. ALL PEDESTRIAN RAMPS AND BUILDING ACCESSES MUST BE r T❑C EL, 2593.37 Z C) I I I BUILT IN ACCORDANCE TO THE LATEST ADA REQUIREMENTS. ❑ ° I I SLOPE CAN NOT EXCEED 1:12 ON CURB RAMPS. I p I I I SLOPE CAN NOT EXCEED 1:48 IN UNLOADING AREAS. CL GAS GAS GAS GAS GAS p I I I I I SLOPE CAN NOT EXCEED 1:20 ON PEDESTRIAN PATHWAYS. �I I I roc EL, 2593.37 SLOPE CAN NOT EXCEED 1:10 ON FLARED RAMP SIDES 3 IF PROPER SLOPES CANNOT BE ACHIEVED WITH GRADES AS q j I I N SHOWN CONTACT ENGINEER FOR REDESIGN. �c+�Q,i o^ 7i^ �n �n� Pr, �7i FG 2593.08 I I FF 2593.95 I 2.CONTACT DIG LINE, INC. AT 1-800-342-1585 PRIOR TO ANY 0K �J `t 1 `t%J V V V%J.V / I I I I CONSTRUCTION ACTIVITY. FG 259-�2 I I I I 3.PLAN SHOWS ±5298 SF OF NEW ASPHALT. c- - I I B FG 2593.57 MBX I �I I q I I C I � I I I .67 I �, V,- ��TOC EL, 2593.97 � rL\ T❑C EL, 2593.74 II I I ZD 1 _ _ _ _ S 8_9_047'13_"_W 98.98' _ _ C3T❑C EL 2593,8�5 T❑C EL, 2593.82 I I I I O �I�' I ~ -0,5% Nful�- � � L-V259325 --- ------------------- - ---- ---- ------- -- --- / o ~ I T❑C EL. 2593.37 C EL. 2593,2 19.44' I ❑ 11 I FG 2593,22 i t I c I I _ o _ -3,1% I I I SNDISIA3a I gl• I I I 1-+ \�. �� ❑C EL 2593,19LT❑C EL, 2593.27 I I \\\ O Oo 0T❑A EL. 2593.3 I T❑C E I I (U (U \ I i T❑C EL. 2593.28 ]A EL. 2 93,11 1 I /� /� I I T❑A EL, 2593.03 x I I I I I� I \ I T❑A EL, 2593.28 I I I I I I I I I \ TOC EL. 2594.06 I I T❑C EL. 2593.98 I I T❑A EL. 2593.29 T❑A EL. 2593,0 i \ I I I Y Y J Y I I r� I FF 2593.96 J p td FF 2594.65 ; , , T - I ; I q 57 q I I I I I I I Ld -7- I I I z Y I 1,8% I f- I I I Lo Q I I I � I I I I I' •L81' II I I i L � i O - q Q I I _ X I 6% T❑C EL. 2594,06 I a i I I c i i I1 _p t -1^.I I I C A 1I , I I UP UP I I I II -2.8' I I I uP T T TV-TV-TV T V-TV V T T by I I I I Iry I TV Tv-rv-rv-ry I FG 2593,26 I -ry Tv I _ C N-A � 11� w a v ~ I i I I pCq Tv I I ,Z�, T❑A EL. 25 88 T❑A' L. 25 3.4 � I I I _N 00 l I I I I I I C I I T❑S EL. 2592, 1 I I I '� I �, I I I �, I'll c I I O I I I I T❑A EL. 2593,53 T❑A EL, 2593,82 T❑A L, 2593.47 T❑A EL, 2593.5 I I ~ � 0 O I I / / d °� I I IV- 41 I r T❑A EL, 592.33 '2 '2IT❑C EL, 2594.07 T❑C EL, 2594,00 I- - - - 10.0 FG 2593,21 •• I I I I I p` l 5' �' I I I /SIG 1 0 T❑C EL 2594.00- - - I TOC EL, 2593.95 I I ( - - 10' v) i� x to I � �� I � �� z. w �j I I I � I I I z= r � I o 2 I I x �I I G 2592,83 k -I- - T - -T- -I- ---r l II I pFz I � I 19' 25 / 19T❑S EL, 2592.3 / I I IN td I /V I C II/ 1 � \I � � II I 1 11110,1% I / I I F 2PSInEl 1 u L I I r 1 I I I 5'I W 192,89 - I > L- -- -- ------ -- ---------- T❑C EL, 2593.84------------------ --- ---- --------- ---- P4 x00 L� - - L - - - - 1 -- - -J ------------- I 11 I e 1 19' 25' T❑S EL. 2 93.03 19' L7 I O I i I I IN T❑A EL. 2593,36 T IEL, 2593.3 T❑A EL. 2593,44 ❑A EL, 2593.38 �' r' I I x > I o I I I I I I LEI �� �+ T❑C EL. 2593,11 I T❑l , LJ 7J.10 I �I cu I I I T❑A EL. 593.37 T❑A EL, 2593.46 T❑A EL. 2593,78 M I x ti I F� 2592.94 I I i > I I 1 I J ~ --- T❑A - 25--93 ------------ ----------- ----- I Co N T❑C EL, 2593.35 i T❑C E . T❑C EL. 2593.18 i I T❑C EL. 2593,84 T❑C EL. 2593.84 Ld N T❑A EL. 2593.86 T❑A EL, 2593.81 i 1 1 I I ' Go 11 I �q I ---- T❑A EL. 2593,77 ---------T❑A EL_2593.88 ------ ----------------- T❑A EL. 2593,8 T❑A EL, 2593,93 I I N I T❑A EL. 593,48 T❑A EL. 2593,5 x I I I 12' 2"GI 12"GI 12"G 12' I 12"GI 1 - >T❑A EL, 93,38 0 65.77 T❑A EL, 2593,5 2593.78 T❑C EL_2593,84 T❑A EL. 2593,77 T❑A EL. 2593,8 I-7. ZT❑C EL. 2593,84 p CK I I I I C 25933 36 > TBRC 2593,61 TBRC 593,81 TBRC 2593.98 I TBRC 2594.08 t-TT T� TES ~ TE-L-�-- E � RAMP RA RAMP I z � O Q N I I M�E - TES TEL- TES- TES TE TEPL 4;1_ - _ _ _ I TES H P TBRC 2593,29 T RC 2593 4 O TBRC 2 93,67 TBRC 2593.78 I °� C /� I T❑C E T❑C EL. 2593,28 I EP\� Ep x o yA \ I W P4 I /� m x o P N N 0 N ct1 I Q W p l L� I I CI) a EP N i N I - ,8% I1i EP N EPo� `a, a. a , v 1 I E `' \O E\P-%- - EP EP - � EP EP - E�� EP � EP EP-7, I c I -� I - TBRC 2593.43 P EP EP P r I T❑C EL 2593,37 - �S r - - - - - --- --- , -P--- �5-- - - - - - 5---- - - - - - r -- --- - - - XIS��---- ° Xc' j Z 9�49 9�SI 93Sg 9 6 cn 93Sg 936� �> 93)� 9�. I 9�'90 9398 j 9FO8 z Z O �, ° I i I I I I I I I I yA I I ' U � J o C I I I I I I I I ' Q p i I i TOC EL. 2593.37 Cn i i N �oyA I i I I I I W. 1 ola d wa y Ave. �Q FG 2593,08 I I FF 2593.95 I , I I i ° -� W I I I > I I I I °�e Q Q SS� SS ss S ~SS I ss Ss SS Ss I I - SS SS Ss SS SS ss SS SSO�r� S5 II SS SS SS SS SS SS SS SS J QyA I -P EP EP EP EP EP EP EP E -L- Ep EP EP EP EP - EP EP MBX E iP I EP EP EP EP EP Q � W � FA � z GRAPHIC SCALE �pNAL F 0 < o 10 - 40 ��� C, S r£ �CIII J I r� U W CPA 10/27/2� z I- 1 inch = 10 ft. 97F OF \�P'`� 3 ❑ CURT S�� u W. Idaho Ave. S 89°47'43"W 396.12 v, v Illegible z LOCATE EXISTING SERVICE 0 METER AND REPLACE WITH I- 2" SERVICE METER L N GAS GAS U 3 Catch Basin: s o s o q '❑+ V VV A TV VV VV.VI —II I PVe,T T H Inv=2590.95' X rn I X NG FIRE I O I HYDRANT I Inv 12"CPP I q EL=2590.55' LLJ - - - - � I— I j z I i i N I I B 1 0 I C LL �r- I I j FF 2594.65 I I I I I I Seabury Subdivision I I ❑ ti z Bk. 80 Pg. 8587 A I I SNDISIA3a I I 1 z Sue's Subdivision o 0 o Bk. 80 Pg. 8571 j o Io r - --------� o o J I W W q NSTALL SIDEWALK ti 3 U I PER SD-709 Q W C_ I i i I I I g q U Q I I I I ti I I o coI I I I I of i i C A cal o td �I I FF 2593.95 1 rL 4, w `O I I C B I O � ~J� w I I R0 I I I No Cap f ~0 w m S 890 4713 W 98.98 - - - _ ?1 �� :2 I L om unity I EIl ?� and n- ----- - - ----- I �� w I I co rea I H� to J I A A I o I I v I jFF 2593.96 j I I NSTALL SIDEWALK Q y, C r Port I I PER SD-709 � td I I Illegible IN C4 EXTRUDED CUB 1 B A I I I °OX � CIO C4 i i I of 00 1 �n I I �I Cu Unplatted j C` 04 I LEI l o ti d' IF- 125 LF OF 2" I l CD PORT CANOPY J CID WATER SERVICE LINE STALL CAR I U)` RT CANOPY Car Port Car Por o 1 I o I 3 LF OF 2" WATER N C4 I I SERVICE LINE 3ANSTALL Unplatted _~ a EXTRUDED CURB C4 oZS z 253 LF OF 4" SEWER SERVICE LINE ------ - -- ------ --- STALL:-� ----x - ------/\"X x NSTALL SIDEWALK PER SD-709 140 LF OF 4" PORT CANO I I Q SEWER SERVICE LINE I I EXISTING Q Ln� Inv 12"RCP ——— ————————— — ———— —— - — ————————— ————— I ~ vi I > 4 LF OF 4" SEWER id -- -- -------- --- — --- --------- - SERVICE LINE No Cap 12110 TE-�— T TEt— O .� — — — - -- — — — — — — — — Tn I Q i T TE: - 1= TES—��E�— I o Q QSo TET TEL oT �I r-j EP - I INSTALL 164LF OF 3" EP Oyo �w_ EP EP W Z RI � Y Oy L — !� EP —-E2 EP EP E - EP EP EP Z Z II ❑ ROLLED CURB — — - -- - --- - - Fn Z GUTTER AND WALK. > RELOCATE EXISTING SERVICE RELOCATE EXISTINGS VICE I- I� U CURB PER SD-702 METER AND REPLACE WITH O METER AND REPL�C (WITH / I� v J W WALK PER SD-709 I I I 2" SERVICE METER I I yO 2" SERVICE METER I o O U '� O W SAW-CUT � I O� j� 660.04 ? I I I REMOVE AND REPLAICDE IEXIST IG W. dway Ave. I —597.12' 3 j L A I I LF OF 12' CLASS 1IRRIGATION PIPE ^200 ISP PVC \ S18 °05'55"W 1257.17' �e > PIPE, CONNECT TO EXISTING 8, O SSMH '- SLOPE LIKE EXISTING oyA � � Z � Ria�=-tg83 e SS S SI SS SS SS I SS - SS S �SS SS SS SS SS SS SS SS SS SS SS SS Ld Q1 �PVC E&W �— EP EP EP I El - EP = �P EP � EP EP — EP Tnv=2585.58, O� Q oyA � I � tiA FA oe oo � TBM#1: �/ 7 Set 1/2"Reber with CLS Control Cap, ❑HP HIS OHP OHP OHP OHP OHP—�tHP OHP OHP OHP OHP�OHP OHP—�OHP OHP OHP OHP OHf�)--- OHP Q L ±T E of 607 W.Broadway Ave. uu Mailbox,South side of Road,SW w t, J Corner of Project. W C Q EL=2593.95' I I W Q H � TONAL v GRAPHIC SCALE �5 G�ST£FNci o zo 10 80 o 1012712(� W z w- Z 1 inch = 20 ft. < e OF � Z W URT S 04 U A INSTALL 350 GALLON 'Z SAND AND GREASE TRAP NORTHING = 709085.47 C4 EASTING = 2452707.40 TOP OF GRATE 2592.51 '-0' INV. OUT EL. 2590.01 2'-5' 1'-6' CONCRETE EXTRUDED CURB 5• CL CL TP TP v c• 1r II 7- 7___- -__�� lJF TV-TV T TV T T o II V V-TV V TV TV TV-TV-TV-TV II TV � T Tv TV Tv TOP SOIL OR .. m INSTALL 26' LF OF 12" � ADJACENT GROUND A II I II A ADS N-12 PERF. IN BED. II I II I i 24' DIA. GRATE STYLE COVER R 1/2' R 1, �O��0� ❑ O 1 4'-0• 4 �p0p�oo CL CONSTRUCT DI DRY WELL SIONS SHOWN III I II 15'W x 31' L x 5'D P II I II ,- , 24' DIA, RING (� 3 TOP OF ROCK EL. 2590.70 < II I II 1 11 qLj BOTTOM OF ROCK EL 2585.70. N BOTTOM OF SAND EL. 2583.70 INSTALL 350 GALLON 2 CL N or SAND AND GREASE TRAP ci I t0 ___- __� IILd 4 31.0' it EASTING = 2452749.48 C4 NORTHING = 709087.54 (;4 TOP OF GRATE 2592.30 2 Q PRECAST GRADE RING E p INV. EL 2590.43 SPHALT PAVEMENT (4) 1/2' LIFTING CABLES � OUT EL 25 33 PLAN VIEW (4) 18' DIA. KNOCKOUTS q 19' 25' j419, NORTHING 6=1709 87.52 40 CATCH SIN a 1 EACH WALL EASTING = 2452792.67 6 I Q -, TOP OF GRATE 2593.03 C4 � 12"SD O 12"SD INV. OUT EL 2590.53 q � 24' DIA, MANH❑LE ACC CATCH BASIN HEAD � r 2 FOR 24' RING & COVER WEIGHT 561# --------- 15.0' �I - -- 19' 25' 19' 6' Ld CONSTRUCT MONffORING WELLS 5' q 0i 5 FROM BED EDGE INSTALL 32' OF 12" ADS N-12 TYPE S 5,HDPE M O BED C4 N NSTALL1P2' OF ADSTN-112 PERF. IN FULL BOUD WITH REZI-WELD ---- --------- ----- - -- ----- -- ------ - --- -QED------- --- -- ------ -------- 1000 EPDXY OR APPROVED q ' POND TOP 2 EQUIVALENT IN ACCORDANCE �- 2592.20 WITH MANUFACTURER'S 1 11 I ❑ 4 SPECIFICATIONS. 3'-4 J 13'-8�- SNDISIA BAFFLE 2'-6�' 12' I 12"GI F 12"GI 12"G 12' I 12"GI 12-GI 12-- 12 3 EXTRUDED CURB SECTION I-3' CL o 0 5.77 - - - - - - - - - - - - - - C4 CATCH BASIN RI RI N.T.S. / INLET BOX � � N INSTALL 39' OF 12" ADS N-12 TYPE S R\1 R\1 HDPE PIPE 0 3.0% TO BED PRIVATE NORTH STORM DRAIN SYSTEM PLAN 41 INSTALL 41' OF 12" ADS N-12 SEE PLAN 4" 3'-5' INSTALL 15' OF ADS-N-12 PERF. IN BED. TYPE S HDPE PIPE O 022% FLOOR SCALE 1"=10 -SEE PLAN SEE PLAN ID , J Y J Y Existing ground El. SEE PLAN 3-11 -I _I I 1.o M \y \\ \ /\ \ \/\ \ \/ SECTI❑N A - A J12 Soil overfill/SAND ❑VER FILL SEE PLAN350 GALLON S&G TRAP � z � q/ o 0 0 0 ° °.\\a o 0 0 0 0 0 0 0 o (l) 12'0 Perforated Plpe \ o° o ° o o o °a o / See Plan for location / IF INCLUDED C4 Nrs X 6' SAND WINDOW I ° ° o ° ° ° °° o 0 0 ° o ° ° / I DIG TO FREE DRAINING aF MATERIAL & BACK FILL I 5' f\\ o°o° °o o° °oo° o ° o v o a o 0 0 // Wrap Trench with 4oz. Geotextlle 6 CB-140 CATCH BASIN WITH C-33 SAND 36.9' ° o 0 0 °o / non-woven fabric (Sides & Top) C4 Nrs 1 r---- ------ TOP OF POND 2' Drain Rock 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 1 I I I 2593.14 Bottom of Rock �� 22 9co EL. SEE SCHECDUL�/�i�/i �� 1 I I I TOP OF SAND '\/ //� �� m 2591.64 20.0' TOE OF POND / WIDTH AS REQ'D. I I 4:1 I I 2591.64 /�/ \ 3' of ASTM 3 Sand Excavate below Nati a Duripan S I I I IGH WATER M, CQ I 6.0' I I 2592.89 //\/ \\/� o 0 o O 1� 1 Rik L----------------- J I Over-Excavate to Native Sands & Remove Native _ o o I I of iR w;o Duripan Material, backf Ill with sand. If Groundwater `n ~1 C) C� is encountered (as revealed by over-excavation) o 1 1 within 3' of Dry Well Floor then provide a 3' (min.) I IWz �j h w Sand Layer between Top of Groundwater and Dry Well Floor, If Depth to Ground- water is less than CY 1 = I 3' Notify DesignEn Well Redesign. 1 y Engineer for Dry OBSERVATION � m w 1 1 I 4 SEEPAGE BED SECTION Q o WELL 11 I L � H� C�2 C4 Nrs o CD z I I LLJ 5 PRIVATE NORTH STORM DRAIN SYSTEM PLAN #2 J I I ❑ Fz SCALE 1"=10' ti 1 2 FINNISHED GRADE I I OBSERVATION LLI LEGEND I I WELL #2 � o 1 CU WELL COVER, 8" DIAM. WATERTIGHT GALVANIZED STEEL COVER AND CANISTER. =1 I =1 I =1 I III= I = I i= J ❑ � = I-III-III-I T 10 - I- II-III-II I OEM MENN O2 PVC CAP, GASKETED (WATERTIGHT). III=III=III = I III I' PLAN VIEW ~ I- III=III=1 3 CONCRETE (COLLAR), CLASS 3000 ISPWC SECTION 703 . =III-III III- 1 3 NTS W 00 0 0 ( ) ( ) -III-I =III= I 1=1 I I III-I OBSERVATION WELL oO 00 4 3 4 MINUS CRUSHED AGGREGATE FOR BASE ISPWC SECTION 802 OR MATERIAL REQUIRED -III- , =1 11= _ q 0 G ���0 00 00 2 / ( ) w 1=III III= 2 REQUIRED PER BASIN 0 0 "'o"0 0 0 "'0 0 O �o`�o o °' FOR STORM DRAINAGE FACILITY (I.E. 1.5" TO 2" DRAIN ROCK, FILTER SAND). Q 9 O5 PVC PIPE, 4" DIAMETER ASTM D-3034 SDR 35 FOR DRILLED WELLS �z Q w PVC PIPE, 6" DIAMETER ASTM D-3034 SDR 35 FOR WELLS DUG & BACKFILLED 2.5" ASPHALT CONCRETE (INSIDE SEEPAGE BEDS FOR EXAMPLE) Q 1= U q 5 WELL COVER IN SIDEWALK W Q in 121� „ © 2 - STAINLESS STEEL HOSE CLAMPS AT 3" SPACING. SECURE GEOTEXTILE IN PLACE. J � CoLLI 4 3/4 MINUS GRAVEL :2 g (A.C.H.D. SPECS) O7 FILTER SAND (ISPWC SECTION 801) o a 00� a d d w92 9" 6" MINUS PIT RUN GRAVEL ® PERFORATED PVC PIPE, ASTM D-3035 SDR 35 WITH 6 - 3/8" DIA. HOLES AT 3" ON L_ � 6 d Q (A.C.H.D. SPEC'S) CENTER. o SUBGRADE COMPACT UPPER 6" TO 95% O9 DRAINAGE GEOTEXTILE, TYPE I (ISPWC SECTION 2060). Cn _ 3 z z o o OF MAXIMUM DENSITY O N 8 PLAN VIEW o W ❑ 10 PVC CAP, SOLVENT WELDED OR GASKETED, (WATERTIGHT). 0° O CONCRETE COLLAR NON-TRAFFIC AREAS v Q q 1 PARKING LOT&ACCESS PAVEMENT SECTION O w z �z J q C4 N.r.s. Ol (2) #4 REBAR HOOPS WITH #4 VERTICALS. w 00 c w 3 v W m © NO. 12 AWG. GALVANIZED FINDER WIRE. w a GRAPHIC SCALE > 13 THREE 6" DIAMETER COILS. > 3 1 1 LJ NOTES: w PLAN VIEW LXJ ,J-, o CONCRETE COLLAR TRAFFIC AREAS J Q A WELLS ARE FOR OBSERVATION OF GROUNWATER LEVEL NEAR STORM DRAINAGE FACILITIES. 4 24" 1 inch = 10 ft. \ Li B LOCATION OF GROUNWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER Q N , C0 Z Li 11 3 =1 LD v 10 \oNAL F I- Z o G\S TF OF` J WQ U 7 0 TYPICAL MONITOR WELL 5 Ln 10127/24F W Q!� SCALE: NITS C4 9TF OF CURT S� A �