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HomeMy WebLinkAbout06080001.14�2 J 7211 t•- 3 P L A N PIT TYPE POST FINISHED GRADE. INDICATOR PAVEMENT _\ I, ACCESS HATCH INGRESS& °dl H EGRESS LADDER FIRE DEPT. CONNECTION (PER FIRE DEPARTMENTS REQUIREMENTS) ^^ (�3 /- FINISHED GRADE. GRA 1 GRASS PLOT NOTES: 1. CUSTOMER SHALL FURNISH & INSTALL VAULT, INCLUDING ALL APPERTENCES EXCEPT AS NOTED BELOW. 2. VAULT CONSTRUCTION MATERIALS SHALL BE 8'x8'x16- CMU, OR PRECAST, OR CAST -IN -PLACE CONCRETE AT CUSTOMER'S SELECTION. 3. INSIDE DIMENSIONS PER DRAWING NOTES. VAULT TO BE SET LENGTHWISE WITH SERVICE. 4. TOP OF VAULT TO BE CONCRETE, AT LEAST 4 -THICK WITH REINFORCING SUITABLE FOR ANTICIPATED LOADING. WHEN VAULT IS CONSTRUCTED IN PAVED AREAS, PAVEMENT IS TO BE LEVEL WITH TOP OF VAULT, AND THE TOP REINFORCED AS REQUIRED TO SUPPORT TRAFFIC LOADS Va. H -20 WHEEL LOADS). WHEN VAULT IS CONSTRUCTED IN GRASS PLOT, TOP OF VAULT SHALL BE 3" ABOVE FINISHED GRADE. 5. BOTTOM OF VAULT TO BE EITHER A MINIMUM OF 6'OF CRUSHED STONE OR 4" CONCRETE PER FIRE DEPARTMENTS REQUIREMENT. MINIMUM CLEARANCE OF 12' BELOW BOTTOM OF FIRE SERVICE AND DOMESTIC SERVICE LINES IS REQUIRED. 6. DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE A MODEL APPROVED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, WITH RESILIENT SEAT GATE VALVE ON INLET & OUTLET SIDES. DETECTOR METER IS FURNISHED BY UTILITY AND INSTALLED BY CUSTOMER. 7. ACCESS HATCH IN TOP OF VAULT SHALL BE 30'x30" ALUMINUM BILCO J "2AL, BILCO PCM 2, HALLIDAY W1S3030 OR EQUAL. ACCESS HATCH SHALL HAVE SAME OR GREATER LOADING CAPACITY AS VAULT LID. PIPE HATCH FRAME DRAIN TO VAULT FLOOR OR SUMP, AS APPLICALBE. 8. LADDER FOR VAULT INGRESS AND EGRESS SHALL BE PER OSHA REQUIREMENTS. LADDER MATERIAL SHALL BE ALUMINUM OR FIBERGLASS AND INCLUDE A BILCO'LADDER-t1P" SAFETY DEVICE OR EQUAL '-- PIPE SUPPORTS LD�E � 6' STONE BASE (2 MIN. REQ'D) OR 4' CONCRETE (PER FIRE tf » SUMP�,,..`ft y2`r DEPTARTMENTS S E C T 1 0 N A -A >� :w +Y.ei r :,v REQUIREMENTS) t' ? 'Alm" i ?' E N D_t w..? t r LEG . �- .__',..''•�`'�I�-.'��`..�`f` - - OA NOT USED HO NOTUSED NOTUSED ( TAPPING SLEEVE W/ TAPPING VALVE 8 BOX (COORDINATE WITH LOCAL UTILITY © O SUPERINTENDENTIMANAGER ) r ? .` r ~_cw u (; ;1y�•,, ?; ' OC NOTUSED J NOTUSED '" = O =_t•�= �:5-;• �y = i'- i•�i't� sa��<F�1 -'� +s :� r ".., ai. ;,i.' - OD DOUBLE CHECK DETECTOR ASSEMBLY OK NOTUSED '�jls1�; `a`.1:;,._�ii?y •.JJ�r��" ; -�cr:, _f::. '(�,-, v�'t!..:•'' "; -i E FLANGED OS 8 Y VALVE L FLANGED TEE T;Lte:r�i +� a x: ii.• _ . ,Y FIRE LINE M DOUBLE CHECK DETECTOR ASSEMBLY Q O SUMP FOR TEMPORARY PUMP NOT USED © FLANGED GATE VALVE WITH PIT TYPE POST INDICATOR s § ? ;:r•7��2q- s�i�Fit,tis2� rK� :i ;i3 'ei..�rt3ri;i.�3?ti.%.:e%.w �;�SS,�.�, _ - -_ ,:af- . <tsi,.es<<:S.;:�r,t:- :.t;:; S •.F_ru`E�_:.;.. ;'ri`x✓ij , - - - CURB F°A117 Akin GRATE PAVEMEI GROUT (SEE P PRECAS STRUCT BASE ^" ""' U GRADE FRAME AND SOLID LID INLET DETAIL GROUT AND SHIM (SEE PLAN) — PRECAST INLET STRUCTURE AND BASE — Rm SD MH DETAIL FINISHED GRADE 0.2' BELOW CASTING EL = 843.98' EL = 843.56' G L..J TOP VIEW - EXISTING WIER BOX I EXPANDED METAL GRATE A -A EXISTING WIER BOX 85" A -A REVISED WIER BOX OUTLET CONTROL STRUCTURE 42" B -B EXISTING WIER BOX EL = 845.67' — 1. 10" EX. PIPES v 0 FINAL CONSTRUCTION PLANS z vi W U Oo 0o m 0 LU ~ a Lt! W U) z W LU 0Y z LL -<Z-i CL N tt�l:tii ?El,tir• =zao .j a .I J co 0 I- W � Ln v- to ~0 _j W 0) J O Lo N J 00 Lo 00 LJ Q ✓ - 0 { .� � W - -- W W 0 O 0 O W CL 0 V Fftl!1(iii 0 W h 00 1` i)11� _j �. Z �m�001- DESCRIPTION z z ` < C) 0 r 00 T- L1� Z �� CLIENT NAME: TONY ALDERSON ® ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317 -882 -7850 „DfVW,,al0W0AU4 FAX: 317 -865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS 0 FINAL CONSTRUCTION PLANS clizo m 0 LU a LU 0Y CL N tt�l:tii ?El,tir• .j ¢ z .I J co - to ~0 tj W LJ Q ✓ - 0 { .� F— W W - -- W ' W CL 0 V Fftl!1(iii J i)11� _j �. DATE DESCRIPTION CLIENT NAME: TONY ALDERSON ® ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317 -882 -7850 „DfVW,,al0W0AU4 FAX: 317 -865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS 05 -30-06 FINAL CONSTRUCTION PLANS clizo N .j ¢ z J co - to tj W Q w F— W W - -- z ' W 0 V W J _j �. d z z ` CL » CLIENT NAME: TONY ALDERSON ® ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317 -882 -7850 „DfVW,,al0W0AU4 FAX: 317 -865 -7213 © 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS DATE: 11-31-05 PROJECT NO.: 2005 -0052 clizo