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'Q <br /> VERDE DESIGN <br /> LANDSCAPE ARCHITECTURE <br /> CIVIL ENGINEERING <br /> SPORT PLANNING&DESIGN <br /> 1843 Iron Point Rd#140 <br /> Folsom,CA 95630 <br /> tel: 916.415.6554 <br /> fax:408.985.7260 <br /> 0 L G E www.VerdeDesignlnc.com <br /> SIDE SLOPE, 2:1 MAXIMUM,TYP. <br /> 3" MULCH, REFER TO SPECIFICATIONS STAMP <br /> BIORENTENTION SOIL MIX (PLANTING WD 40e <br /> o MEDIA), REFER TO SPECIFICATIONS C-)�����P��S.BAG/,ys�/9��� <br /> o- <br /> 0 <br /> No. 40 <br /> Q ADJACENT SURFACE, REFER <br /> 1 0 TO PLANS <br /> o <br /> ur <br /> o _ 12" <br /> o MIN. f JULY 2021 Q <br /> EXPIRATION DATE: <br /> Elf <br /> \/� ° ° ° ° ° ° /\\j\\j OF CAS <br /> \��\\/°° ° ° ° ° ° ° ° / GRAVEL FILTER BLANKET,CLASS CONSULTANT <br /> Z o <br /> II PERMEABLE AGGREGATE PER <br /> o Ld Z - ;[ifU oU oUvU oU oU� \j\\ CALTRANS SPEC O SPECIFICATIONS <br /> *4"0 1.025, REFER <br /> o <br /> \0 <br /> /\\//\\/\\//\ \\ \\/\\\\\ 4" HEAVY-WALLED, SLOTTED PVC <br /> } <br /> z <br /> PIPE (ASTM D1785 SCH 40) <br /> a <br /> M COMPACTED SUBGRADE, <br /> REFER TO SPECIFICATIONS <br /> J <br /> M <br /> d <br /> 0 <br /> LuU <br /> N K :tF D BIORETENTION AREA NTS <br /> w <br /> 0 <br /> Lu <br /> m 2'_1 <br /> J <br /> Q 1'-7.. �j <br /> x <br /> cn <br /> Z <br /> a <br /> WIRE ROPE BEEHIVE GRATE, SEE BEEHIVE GRATE MANHOLE RING AND BEEHIVE GRATE MH25BH 3" <br /> BY OLYMPIC FOUNDRY OR APPROVED EQUAL 1" <br /> o DETAIL <br /> z SPECIFY OVERFLOW ELEVATION <br /> V-8" <br /> w TO ACHIEVE DESIGN PONDING <br /> DEPTH MANHOLE FRAME, SEE MANHOLE 9" <br /> Q FRAME DETAIL17 <br /> Q PONDING DEPTH, BIORETENTION DRAIN - +24 24"x4" REVERSIBLE MANHOLE FRAME <br /> N 12" TYP <br /> BEEHIVE GRATE <br /> o ADJACENT STORMWATER <br /> FACILITY PLANTING SURFACE EYMAP <br /> w# 4 REBAR U BOLT 24�� STD. REINFORCED CONCRETE PIPE <br /> 0 <br /> -- CLASS III OR PRECAST FRAME <br /> cn CONNECT TO APPROVED SLOPE TO DRAIN <br /> 0 DISCHARGE POINT <br /> z PRECAST OR POURED IN PLACE 6" NOTES <br /> b" <br /> Z GROUT AT CONNECTION MIN. DEPTH 1. ALL PIPING ENTRIES AND EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED <br /> w FIELD POURED CONCRETE BASE SMOOTH AND WATERTIGHT USING NON-SHRINK GROUT,TYP. <br /> 0 2. ALL RISERS AND EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT <br /> o (RAMNEK OR EQUIVALENT) <br /> 3. ALL GRATES SHALL BE FITTED WITH LOCK-DOWN MECHANISMS OR BOLT-DOWN <br /> w COVERS. <br /> o_ <br /> w <br /> M J C OVERFLOW RISER WITH GRATE/ STANDPIPE NTS SHEET TITLE <br /> U <br /> zDRAINAGE & <br /> z - (SEE TION RIIGHT) DRINKING FOUNTAIN A 9" PRECAST ROUND BOX WITH OVERFLOW RISER WITH GRATE UTILITY DETAILS <br /> SOLID METAL LID, STANDPIPE AT BIORETENTION AREA - <br /> Q RAIL D2.3 REFER TO SPECIFICATIONS <br /> 1 -3BIORETENTION BASIN EMBANKMENT <br /> o DUGOUTt/' <br /> 4" SOLID WALL SWEEP & EXTENSION W/ 11 11711 11 11 11 11 <br /> Lu <br /> (FIRST OR THIRD BASE) A8.0 w WATERTIGHT CAP cv 04 iv <br /> o DRINKING FOUNTAIN CONTROL <br /> 0 0 7777 <br /> DRINKING FOUNTAIN ARM c) (FACING SAME DIRECTION) D BIORETENTION AREA ih �� �77 7 i / PRECAST CONCRETE CONCRETE PROJECT NAME <br /> w O ANCHOR BOLT PER MANUFACTURER Ln ° _ ° ° <br /> 0 ° ° ° DRAIN BOX. 24"0 UNLESS <br /> DUGOUT ° ° ° <br /> ///\///\ OTHERWISE NOTED ON PLANS, <br /> /\ REFER TO SPECIFICATIONS <br /> o (FIRST OR THIRD BASE) A8.0 ° ° ° ° ° ° ° ° j\\\ <br /> SYSTEM) SING EXTERIOR ANCHOR <br /> ° <br /> ° <br /> a COMMON BRICK ° ° ° ° ° <br /> °�/moi FRANKLIN HIGH SCHOOL <br /> 00> �I_ DRAIN 18" FOUNTAIN BASE; INSTALL PER ° ° ° ° ° ° 16" ° ° ° ° ° ° ° ° ° ° /j (ASTM D1785 SCH 400TTED PVC PIPE ATHLETIC IMPROVEMENTS <br /> ADA FOUNTAIN O O MANUFACTURER'S INSTALLATION GRAVEL FILTER BLANKET CLASS II ° ° ° /\ <br /> SPECIFICATIONS. , ° ° ° ° ° ° ° ° 2" ° <br /> 0 o ACCESS ° AGGREGATE PER CALTRANS SPEC 68-1.025 �- o <br /> ° ° ° ° ° ° TYP. °FRONT - DOOR ° ° ° ° ° ° SOLID WALL STORM DRAIN TO <br /> Oo N REFER TO SPECIFICATIONS ° <br /> APPROACH cv _ Z 7- <br /> ADA �/ STORM SYSTEM, REFER TO PLANS <br /> 0p p N <br /> 30"x 48"CLF. FL. SPACE <br /> %2'NYLON REINFORCED TUBING 4" HEAVY-WALLED SLOTTED PVC PIPE FIELD POURED CONCRETE BASE <br /> SAFETY RAIL,TYP. REFER TO SECTION (ASTM D1785 SCH 40) Z - Z \ PROJECT ADDRESS <br /> a %2'NYLON REINFORCED TUBING Z i — <br /> z a v INS 4600 E. FREMONT ST. <br /> z FINISH SURFACE PVC BUSHING.SIZE AS REQ'D FOR DRAIN 4" SOLID WALL PIPE TO '0 m ° \ \ <br /> N s LINE CONNECTION. " \ \;��\ / ° ° \�/\//\� STOCKTON CA 95215 <br /> /4" BRONZE BALL NOTES SLOTTED PVC PIPE COUPLER <br /> o 1. REFER TO SPECIFICATIONS. VALVE IN VALVE BOX 1. VERIFY EXACT LOCATION AND RIM PRIOR TO INSTALLATION. <br /> ( DRAIN LINE, REFER TO PLAN <br /> LOCATION PER PLAN) COMPACTED SUBGRADE, REFER TO <br /> 2. FOUNTAIN SHALL HAVE SAME DIRECTION OF APPROACH FOR BOTH HI & LO USERS. 2. ALL PIPING ENTRIES AND EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH AND WATERTIGHT USING <br /> WATER STRAINER WRAP WITH \ \ \ \ \ \ \ SPECIFICATIONS <br /> 3. DRINKING FOUNTAIN BUTTONS TO FACE TOWARD APPROACH. NON-SHRINK GROUT TYP. \�j\�j\�j\�j\�j\�j\� <br /> 0 A. P-TRAP TO BE INSTALLED. INSULATING MATERIAL / <br /> 3. CONCRETE BOX RISERS AND EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT (RAMNEK OR EQUIVALENT). SUBMITTAL DATE <br /> 5. CONTRACTOR TO COORDINATE INSTALLATION OF FOOTINGS FOR DRINKING FOUNTAIN AND ASSOCIATIVE RAILINGS WITH WATER SUPPLY LINE4"SUPPLY LINE 4. ALL LIDS/GRATES SHALL BE FITTED WITH BOLT OR LOCK-DOWN MECHANISMS. <br /> of <br /> DUGOUT FOUNDATION. <br /> 0 DD/50% SUBMITTAL 03/06/202 <br /> I DRINKING FOUNTAIN PLAN (IN DUGOUT) NTS B BIORETENTION DRAIN NTS <br /> DSA 100% SUBMITTAL 05/01/202 <br /> 0 <br /> z <br /> a Q <br /> r <br /> m <br /> 0 <br /> Z DUGOUT - ELEVATION VIEW DRINKING FOUNTAIN A <br /> 0 (FIRST OR THIRD BASE)uj A8.0 - RAIL D2.3 <br /> a z PLAN VIEW <br /> 32 TYP. <br /> FOUNTAIN BASE; INSTALL PER <br /> Q _ MANUFACTURER'S INSTALLATION NO. REVISIONS DATE <br /> 0 0 LO SPECIFICATIONS. <br /> �w a 4 18" <br /> 0 <br /> ~> h DQE <br /> 0 0 Q O O a° DRINKING FOUNTAIN A 18" %z" NYLON REINFORCED TUBING ��vS�;8M� •1 <br /> o RAIL D2.3 RP SER BIORETENTION Q <br /> wN WATER STRAINER WRAP WITH o�PME SOLID DRAIN PIPE W/MITERED BASIN EMBANKMENT <br /> INSULATING MATERIAL Q <br /> w `� ———————-a— M j `� CAP & STEEL GRATE BOLT DOWN <br /> Of 2" TYP. °° °a o � 2:1 MAX SLOPE <br /> I WATER VALVE BOX CHRISTY G-5 VALVE BOX PLAN <br /> of <br /> Z 1 1 <br /> 0� I ad 1 a %4' SUPPLY LINE Q WASHED 3"-4" COBBLE IMBEDDED <br /> a I ° ` a IN CONCRETE 2" <br /> , <br /> CONCRETE PAVING B 4 Q <br /> 0 0 1 z o 0 1 PEDESTRIAN D2.1 PVC BUSHING. <br /> 1 Y4" BRONZE BALL VALVE a, <br /> N= °` m a SIZE AS REQ'D FOR %4" THD. GALV. RISER BOTTOM OF BIO-RETENTION <br /> z 1 LLa 1 <br /> _____ —— ___J o 30" x 48"ADA ACCESSIBILITY DRAIN LINE BASIN - REFER TO GRADING PLANAl T <br /> _j> L a a COMPLIANCE OUTLINE,TYP. CONNECTION. Via" GALV. ELBOW - <br /> w DRAWN BY CHECKED BY <br /> 4" PVC DRAIN LINE VDI <br /> Zo LOWER ADA DRINKING FOUNTAIN WATER SUPPLY LINE i '/ / a I I CS <br /> REFER TO PLAN FOR - _ <br /> Lu w PVC Y4" ADAPTER a ° <br /> CONNECTION 4 ° ° <br /> w o NOTES: ° ° ° ° I I I I—III— DATE ISSUED SCALE <br /> B ° ° ° ° ° ° ° ° CONCRETE SLURRY BASE ° ° ° ° I —, , <br /> Z 1. MEETS ADA REGULATIONS. ALL DRINKING FOUNTAINS TO BE INSTALLED CLEAR OF ACCESSIBLE PATH OF TRAVEL. CONCRETE PAVING ° ° ° ° ° ° 05/0 1 /2020 AS NOTED <br /> af>_ 2. REFER TO SPECIFICATIONS. PEDESTRIAN D2.1 ° °01 ° ° ° ° ° ° -71 <br /> <z 3. FOUNTAIN SHALL HAVE SAME DIRECTION OF APPROACH FOR BOTTLE FILLER HI & LO USERS. ° ° ° ° PROJ. NO. <br /> Z W 4. DRINKING FOUNTAIN BUTTONS TO FACE TOWARD APPROACH. EQ EQ BIORETENTION SOIL MIX, ° <br /> W 5. CONTRACTOR TO COORDINATE INSTALLATION OF FOOTINGS FOR DRINKING FOUNTAIN AND ASSOCIATIVE RAILINGS WITH DUGOUT FOUNDATION. FRONT SECTION�ELEVATION REFER TO SPECIFICATIONS BIORETENTION SOIL MIX, SIDE SECTION A-A' CONCRETE SLURRY BASE1911000-1211 <br /> oz <br /> REFER TO SPECIFICATIONS SHEET NO. <br /> 0 <br /> LdafH DRINKING FOUNTAIN WITH NTS A COBBLE ENERGY DISSIPATOR NTS D .2 <br /> BOTTLE FILLER OF <br /> DRAWING NAME: Y:\Projects—FO\2019\1911000 — Franklin Restart\CAD\_A_D1.0 — DRN.dwg DRAINAGE & UTILITY DETAILS <br /> PLOT DATE: 04-30-20 PLOTTED BY: station46 <br />