SOUTHWEST PARK - SHELTER AND ENTRY SIGN 1155 S ROCK HILL ROAD WEBSTER GROVES, MO 63119

Size: px

Start display at page:

Download "SOUTHWEST PARK - SHELTER AND ENTRY SIGN 1155 S ROCK HILL ROAD WEBSTER GROVES, MO 63119"

Philip Evans
6 years ago
Views:

1 - SHELTER ND ENTRY SIGN 55 S ROCK HILL ROD WEBSTER GROVES, MO 639 CITY OF WEBSTER GROVES ST. LOUIS, MO 639 PREPRED FOR - CITY OF WEBSTER GROVES S ND REC ISSUE DTE - 5//207 DRWING INDEX: COVER SHEET L-00 NOTES ND LEGENDS LD-00 DEMOLITION ND TREE PROTECTION PLN L-00 OVERLL SITE PLN L-0 LYOUT L-20 GRDING PLN L-30 SOD / SOILS PLN L-500 HRDSCPE DETILS L-50 HRDSCPE DETILS E- ELECTRICL SITE PLN E-2 ELECTRICL DETILS ND SCHEDULES ENTRY SIGN LOCTION SHELTER LOCTION EXISTING SITE ERIL

2 pril 27, CURRENT PHSE OF PROJECT GENERL NOTES:. DO NOT SCLE DRWINGS. USE DIMENSIONS SHOWN. 2. SITE DIMENSIONS RE TO FCE OF CURB, PROPERTY LINE OR FCE OF BUILDING UNLESS OTHERWISE NOTED. LL DIMENSIONS ND RDII TO OR FROM CURB LINES RE TO FCE OF CURB. 3. THESE NOTES PERTIN TO LL CONSTRUCTION ND THE FOLLOWING DOCUMENTS. 4. LL UNDERGROUND FCILITIES, STRUCTURES, ND UTILITIES HVE BEEN PLOTTED FROM THE SURVEY PROVIDED BY THE OWNER. THEREFORE, THE RELTIONSHIP BETWEEN PROPOSED WORK ND EXISTING FCILITIES, STRUCTURES, ND UTILITIES MUST BE CONSIDERED PPROXIMTE. IT IS THE RESPONSIBILITY OF THE CONTRCTOR TO DETERMINE THE EXCT LOCTION ND EXISTENCE OF NY UTILITIES NOT SHOWN. LL UTILITIES SHLL BE LOCTED ND MRKED BOTH HORIZONTLLY ND VERTICLLY TO ENSURE CLERNCE OF NY PROPOSED SITE WORK. UTILITY COMPNY REPRESENTTIVES SHLL BE ON SITE DURING TIMES OF EXCVTION IN THE VICINITY OF THEIR FCILITIES. NY DISCREPNCIES, OMISSIONS, ND/OR CONFLICTS TO BE DDRESSED TO OWNER'S REPRESENTTIVE PRIOR TO CONTINUTION OF WORK. 5. LL ELEVTIONS RE BSED ON INFORMTION PROVIDED BY THE OWNER. 6. LL EXCVTION, WHETHER THEY RE UTILITY TRENCHES OR FOOTING EXCVTIONS, SHLL BE CONSTRUCTED IN CCORDNCE WITH THE LTEST OCCUPTIONL SFETY ND HELTH DMINISTRTION (OSH) "CONSTRUCTION STNDRDS FOR EXCVTION." 7. PRIOR TO BEGINNING NY WORK ON THE SITE, THE CONTRCTOR SHLL CONTCT THE OWNER/LNDSCPE RCHITECT FOR SPECIFIC INSTRUCTIONS RELEVNT TO THE SEQUENCING OF WORK. 8. REFERENCE LINES ND GRDES SHLL BE MINTINED DURING THE PROGRESS OF THE WORK. 9. THE CONTRCTOR SHLL RESTORE TO ORIGINL CONDITION LL "OFF SITE" RES/PROPERTY ND ESEMENTS DISTURBED BY HIS OPERTIONS. 0. LL CUT RES ND RES TO RECEIVE FILL ND BCK FILL SHOULD BE STRIPPED OF TOPSOIL, SOFT SOIL, OR OTHER DELETERIOUS MTERILS. TOPSOIL TO BE STOCKPILED FOR LTER USE DURING LNDSCPING OR BE REMOVED FROM SITE UPON OWNER'S WRITTEN PPROVL.. SILTTION ND EROSION CONTROL DEVICES SHLL BE INSTLLED S NECESSRY PRIOR TO NY GRDING OPERTIONS ND SHLL BE INSPECTED ND MINTINED ON REGULR BSIS UNTIL SUFFICIENT VEGETTION HS BEEN ESTBLISHED ON THE SITE TO PREVENT EROSION. 2. CONTRCTOR SHLL VERIFY THE LOCTION OF THE EXISTING UTILITIES PRIOR TO NY GRDING OPERTIONS ND PROTECT THE UTILITIES DURING THIS WORK. 3. SOD LL DISTURBED RES NOT NOTED TO BE IMPROVED PER WRITTEN SPECIFICTIONS. 4. CONTRCTOR TO PROVIDE SMPLES ND MOCK-UPS OF LL MTERILS FOR OWNER'S REPRESENTTIVES PPROVL. COLORS TO BE REVIEWED ND PPROVED BY OWNER. THIS SHOULD INCLUDE SMPLES OF: - LL JOINTS, SELNTS, ND COLORS - WLL FINISHES - BOULDERS 5. CONTRCTOR TO PROVIDE 96" x 96"' MOCK UP OF LL MTERILS ND PTTERNS FOR OWNER'S REPRESENTTIVE'S PPROVL. 6. GENERL CONTRCTOR SHLL COORDINTE LL WORK BETWEEN ELECTRICL, LNDSCPE CONTRCTORS, ND OTHER TRDES. 7. LL MTERIL TYPES, COLORS, FINISHES, ND PROCESSES SHLL BE SELECTED ND PPROVED BY OWNER'S REPRESENTTIVE / LNDSCPE RCHITECT. 8. LL BOULDERS ND PVING TO BE LID OUT IN THE FIELD BY THE CONTRCTOR FOR PPROVL BY OWNER'S REPRESENTTIVE / LNDSCPE RCHITECT PRIOR TO NY CONSTRUCTION. 9. DO NOT DISTURB NY UTILITIES UNLESS NOTED OTHERWISE. 20. USE OF EXPLOSIVES ND BURNING ON-SITE WILL NOT BE PERMITTED. 2. SIGNS, LIGHTS, ND BRRICDES SHLL BE INSTLLED T LOCTIONS NECESSRY TO MINTIN SFE WORK SITE CONDITION S DIRECTED/PPROVED BY THE OWNER ND IN CCORDNCE WITH THE MNUL ON UNIFORM TRFFIC CONTROL DEVICES. 22. THE CONTRCTOR SHLL OBTIN LL NECESSRY PERMITS TO CCOMPLISH THIS WORK. THE COST OF THESE PERMITS SHLL BE INCLUDED IN THE CONTRCT MOUNT. 23. LL QUESTIONS REGRDING THESE CONSTRUCTION DOCUMENTS SHLL BE SUBMITTED IN WRITING TO THE GENERL CONTRCTOR. 24. CONTRCTOR SHLL VERIFY LOCTIONS OF LL UTILITIES PRIOR TO BEGINNING CONSTRUCTION, UNLESS OTHERWISE INDICTED. 25. CONTRCTOR SHLL SUBMIT BOULDER PHOTOS TO OWNER'S REPRESENTTIVE / LNDSCPE RCHITECT FOR PPROVL. 26. COORDINTE SLEEVES WITH ELECTRICL CONTRCTOR MODOT (34) PLNTING NOTES:. CONTRCTOR SHLL COMPLY WITH LL FEDERL, STTE ND LOCL LWS ND REGULTIONS PERTINING TO THE INSPECTION FOR PLNT DISESE ND INSECT INFESTTION. 2. LNDSCPE RCHITECT SHLL PPROVE LL PLNT MTERIL ND PLCEMENT PRIOR TO INSTLLTION. CONTCT LNDSCPE RCHITECT T LEST TWO (2) WEEKS PRIOR TO REVIEW. 3. SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT THE LNDSCPE RCHITECT'S WRITTEN PPROVL. 4. CONTRCTOR SHLL PROVIDE WRITTEN GURNTEE TO THE OWNER THT LL PLNT MTERILS WILL MINTIN VIGOROUS ND HELTHY GROWTH FOR THE SPECIFIED GURNTEE PERIOD OF ONE YER, UNLESS OTHERWISE STTED. 5. GURNTEE PERIOD SHLL BEGIN ON THE DTE OF SUBSTNTIL COMPLETION OF WORK BY OWNER, FTER SUCCESSFUL COMPLETION OF THE SPECIFIED MINTENNCE PERIOD. 6. CONTRCTOR SHLL REMOVE TGS, LBELS, ND NURSERY STKES FROM LL PLNTS. 7. SOIL PREPRTION, FERTILIZTION, ND PLNTING SHLL CONFORM TO DETILS ND SPECIFICTIONS. 8. PLNT MTERIL QUNTITIES RE PROVIDED FOR PRELIMINRY COST ESTIMTE PURPOSES ONLY. LNDSCPE CONTRCTOR IS RESPONSIBLE FOR VERIFYING QUNTITIES S SHOWN ON PLNS. 9. CONTRCTOR SHLL COORDINTE LOCTION OF PLNT MTERIL WITH LL OTHER CONTRCTORS. 0. LL SOIL FOR LNDSCPE PLNTING RES OR BERMS SHLL BE OBTINED FROM STOCK PILE OR OFF-SITE EXCVTIONS ND CONTRCTOR SHLL INDICTE SOURCE LOCTION. SOILS SHLL BE CLY LOM CONTINING NO TOXIC CHEMICLS OR ELEMENTS WHICH MY INHIBIT OR RETRD NORML PLNT GROWTH. CONTRCTOR SHLL PROVIDE SOIL SUITBILITY TEST TO DETERMINE SOIL FERTILITY. THE RESULTS OF THIS SOIL STUDY WILL SERVE S THE RECOMMENDTIONS FOR NY NECESSRY SOIL MENDMENTS. SOIL SURVEY RESULTS WILL BE PROVIDED TO THE LNDSCPE RCHITECT FOR PPROVL PRIOR TO SOIL PLCEMENT. LL SOIL MENDMENTS SHLL CONFORM TO INDUSTRY STNDRDS.. CONTRCTOR SHLL KILL ND REMOVE LL EXISTING WEEDS FROM SITE. 2. SOIL PREPRTION ND BCKFILL RECOMMENDTIONS CONTINED WITHIN THESE PLNS ND/OR SPECIFICTIONS RE FOR BID PURPOSES ONLY. FINL SOIL NLYSIS RECOMMENDTIONS SHLL SUPERSEDE. SEE SPECIFICTIONS. 3. CONTRCTOR SHLL OBTIN MINIMUM OF ONE SOIL SMPLE FOR TESTING FROM ECH PLNTING RE. COPY OF THE SOILS REPORT WITH RECOMMENDTIONS SHLL BE GIVEN TO THE OWNER ND THE LNDSCPE RCHITECT PRIOR TO NY WORK BEING DONE. THE CONTRCTOR SHLL NOTIFY THE LNDSCPE RCHITECT OF NY SOIL PROBLEMS THT MIGHT FFECT PLNT GROWTH. 4. CONTRCTOR SHLL INSTLL MENDED SOIL MIX PER SOIL NLYSIS RECOMMENDTIONS ND S PPROVED BY LNDSCPE RCHITECT. SCRIFY SUBSOIL, INSTLL ND INCORPORTE MENDED TOPSOIL PER SPECIFICTIONS IN LL PLNTING ND LWN RES. 5. MENDED SOIL MIX TO BE INSTLLED UP TO 2" BELOW FINISH GRDE DJCENT TO PVEMENT T TURF RES. 6. BERMS ND SLOPES DJCENT TO PVEMENT TO BE GRDED PER DETILS. 7. CONTRCTOR SHLL REMOVE LL EXCESS SOIL, CONTMINTED SOILS, ROCKS, CLODS, ND DEBRIS S IT CCUMULTES ON DILY BSIS. 8. CONTRCTOR SHLL GRDE ROUND LL PLNTS TO FINISH GRDE UNLESS OTHERWISE NOTED. 9. LL TRNSITIONS BETWEEN PLNTING BEDS ND LWNS RE TO BE SPDE CUT EDGE, UNLESS OTHERWISE NOTED. TREE PROTECTION & PRESERVTION NOTES:. PRE-CONSTRUCTION MEETING SHLL BE HELD ON-SITE TO EXPLIN PROTECTION MESURES TO OPERTORS, CONSTRUCTION SUPERVISORS, CONTRCTOR'S REPRESENTTIVES, ND THE GOVERNING GENCY'S REPRESENTTIVE (IF NECESSRY). 2. CLERING LIMITS SHLL BE ROUGH STKED BY CONTRCTOR IN ORDER TO FCILITTE LOCTION FOR TRENCHING ND FENCING INSTLLTION. LIMITS TO BE PPROVED BY LNDSCPE RCHITECT OR GOVERNING GENCY INSPECTOR. 3. NO CLERING OR GRDING SHLL BEGIN IN RES WHERE TREE TRETMENT ND PRESERVTION MESURES HVE NOT BEEN PPROVED. 4. THE SEQUENCE OF TREE TRETMENT ND PRESERVTION MESURES SHLL BE:. ROOT PRUNING TRENCHING B. TREE PROTECTION FENCING C. SIGN INSTLLTION D. TREE PRUNING 5. LL TRETMENT ND PRESERVTION MESURES SHLL BE DIRECTED IN THE FIELD BY THE PROJECT LNDSCPE RCHITECT OR "TREE PROTECTION SUPERVISOR." 6. TREE PROTECTION FENCING SHLL BE MINTINED ND REPIRED BY THE CONTRCTOR FOR THE DURTION OF CONSTRUCTION. ONCE PPROVED BY THE LNDSCPE RCHITECT OR GOVERNING GENCY, THE FENCE SHLL NOT BE LTERED WITHOUT PRIOR PPROVL BY THE LNDSCPE RCHITECT OR GOVERNING GENCY'S REPRESENTTIVE. 7. CCESS TO FENCED RES BY EQUIPMENT, MTERILS, OR INDIVIDULS THT MY CUSE HRM TO THE PROTECTED TREES WILL ONLY BE PERMITTED WITH THE PRIOR PPROVL OF THE LNDSCPE RCHITECT OR GOVERNING GENCY. 8. TREES, SHRUBS, OR UNDERGROWTH SHLL BE REMOVED FROM PROTECTED RES ONLY WHEN NECESSRY ND SHLL BE PERFORMED WITH HND TOOLS ONLY. 9. TTCHMENT OF SIGNS, FENCING, ETC. TO NY TREE TO BE SVED IS PROHIBITED. 0. FTER CONSTRUCTION, LL TEMPORRY BRRIERS, FENCING, DEBRIS, ETC. SHLL BE REMOVED FROM THE SITE BY THE CONTRCTOR. KEY NOTES LEGEND STNDRD CONCRETE PVING 5" THICK CONCRETE PVING WITH TOOLED JOINTS PER SPECIFICTIONS. EDGES TO BE 4 " TOOLED RDIUS. SEE SHEET L-0 FOR LYOUT. CONTRCTOR TO COORDINTE LOCTION OF LL JOINTS WITH LNDSCPE RCHITECT. SEE DETIL /L-50. SHELTER PD TO HVE THICKENED EDGE. SEE DETIL C/L-50 NTURL STONE STEP (DD LTERNTE #) EW GOLD OR PPROVED EQUL. 2" H X 48" L X 2" D MINIMUM. PROVIDE IMGE FOR PPROVL BY LNDSCPE RCHITECT. SEE DETIL D/L-50. STONE SLB BRIDGE (DD LTERNTE #) WETHERED MISSOURI LIMESTONE SLB. 48" WIDE X 4" THICK X 48" LONG. SEE DETIL E/L-50. SHELTER VERMONT TIMBER WORKS 6' X 24' WOODEN SHELTER OR PPROVED EQUL. CONTRCTOR TO PROVIDE SIGNED ND SELED SHOP DRWINGS TO BE PPROVED BY LNDSCPE RCHITECT.INCLUDE FOUNDTION ND FOOTER DRWINGS. BSE PLTES, DETILS, ND LL HRDWRE SMPLE TO BE SUBMITTED FOR PPROVL BY LNDSCPE RCHITECT. HRDWRE TO MTCH CHRCTER OF RESTROOM BUILDING ND HWKIN HOUSE. SHELTER SHINGLES TO MTCH EXISTING RESTROOM BUILDING (CERTINTEED LNDMRK TL- COLOR= MX DEF RESWN SHKE). ENTRY SIGN SEE DETILS -D/L-500 LIMESTONE CHT PVING (DD LTERNTE #) 4" MINUS. WITH STBILIZER S SPECIFIED. SEE DETIL B/L SPOT ELEVTION 600 EJ EXISTING TO BE REMOVED EXISTING TREES TO REMIN PROTECT FROM DMGE SOD 6 " IMPORTED OR SLVGED TOPSOIL MENDED SOIL IN PLCE PROPOSED CONTOURS EXPNSION JOINTS TREE PROTECTION FENCE TREE PRESERVTION SIGN LIMITS OF DISTURBNCE EROSION CONTROL MESURES ST. LOUIS, MO 639 MO # L City Review 03/29/7 02 Issue for Bid 05/0/7 No. Description NOTES ND LEGENDS 55 S ROCK HILL RD WEBSTER GROVES, MO 639 St. Louis, MO L-00 Date

3 ST. LOUIS, MO S ROCK HILL RD WEBSTER GROVES, MO 639 St. Louis, MO RE OF IMPROVEMENT MO # L NOTE: PROTECT REMINING TREES FROM NY DMGE. B DEMOLITION ND TREE PROTECTION PLN - ENTRY SIGN LEGEND TREE PROTECTION FENCE 0' 4' 8' 6' 24' EXISTING TO BE REMOVED pril 27, CURRENT PHSE OF PROJECT MODOT (34) DEMOLITION ND TREE PROTECTION PLN - SHELTER 0' 4' 8' 6' 24' 9" MIN. " MIN. TREE PRESERVTION RE MCHINERY CCESS, DUMPING OR STORGE OF MTERILS IS PROHIBITED. FINES WILL BE SSESSED TO NY TREES DMGED WITHIN FENCE EROSION CONTROL MESURES TTCH TO TOP OF TREE PROTECTION FENCE POST NOTES:. TYPE SIZE SHOULD BE NO LLER THN 48 PT. (/2" HT.) 2. SIMILR SIGNS REQUESTING SUBCONTRCTOR COOPERTION ND COMPLINCE WITH TREE PROTECTION STNDRDS RE RECOMMENDED T THE SITE ENTRNCE 3. SIGNS SHOULD BE PLCED T DISTNCE NOT TO EXCEED 50' C TREE PROTECTION SIGN SCLE: "=' DRIP LINE EXISTING GRDE D 0' O.C. VERGE TYPICL TREE PROTECTION SCLE: "=4' 6' ' EXISTING TREES TO REMIN TREE PROTECTION SIGN. SEE DETIL THIS PGE CHIN LINK FENCE OR PPROVED EQUL 6" STEEL "T-BR" STKE T ROOT ZONE OF TREES DRIVEN INTO GROUND ' OR YELLOW PINE POST SET IN GROUND 2' OR PPROVED EQUL 0 City Review 03/29/7 02 Issue for Bid 05/0/7 No. Description DEMOLITION ND TREE PROTECTION PLN LD-00 Date

ere nt Clie oh Log ST. LOUIS, MO 639 GRILL PD 55 S ROCK HILL RD WEBSTER GROVES, MO 639 6'X24' PVILION CONCRETE WLK 69 68 64 67 ENTRY SIGN 66 65 St.

4 ere nt Clie oh Log ST. LOUIS, MO 639 GRILL PD 55 S ROCK HILL RD WEBSTER GROVES, MO 639 6'X24' PVILION CONCRETE WLK ENTRY SIGN St. Louis, MO CONCRETE SHELTER PD DD LTERNTE # PLYGROUND CONNECTION MO # L B OVERLL SIGN SITE PLN - ENTRY SIGN 0' 4' 8' 6' 24' pril 27, CURRENT PHSE OF PROJECT No. Description 0 City Review 02 Issue for Bid Date 03/29/7 05/0/7 No. Description Date SWT No ENTRY SIGN PERSPECTIVE- FOR DESIGN INTENT ONLY MODOT (34) OVERLL SITE PLN - SHELTER 0' 4' 8' OVERLL SITE PLN 6' 24' L-00

ST. LOUIS, MO 639 24'-0" 6'-0" 4'-0" 55 S ROCK HILL RD WEBSTER GROVES, MO 639 3'-0" 6'-0" E L-50 3 64 65 66 6 5'-7" TYP. 67 68 2 69 32'-0" 24'-0" 4 R24'-4" 6'-0" TYP. 20'-9" '-3" R3' TYP.

Louis, MO 639 34-962-7900 4'-0" LYOUT PLN - ENTRY SIGN B 0' 4' 8' 6' 24' MO # L - 200904766 KEY NOTES pril 27, 207 - CURRENT PHSE OF PROJECT 2 3 4 5 6 STNDRD CONCRETE PVING 5" THICK CONCRETE PVING

SHELTER PD TO HVE THICKENED EDGE. SEE DETIL C/L-50 NTURL STONE STEP (DD LTERNTE #) EW GOLD OR PPROVED EQUL. 2" H X 48" L X 2" D MINIMUM. PROVIDE IMGE FOR PPROVL BY LNDSCPE RCHITECT. SEE DETIL D/L-50.

5 ST. LOUIS, MO '-0" 6'-0" 4'-0" 55 S ROCK HILL RD WEBSTER GROVES, MO 639 3'-0" 6'-0" E L '-7" TYP '-0" 24'-0" 4 R24'-4" 6'-0" TYP. 20'-9" '-3" R3' TYP. 0-0" 6'-0" 20'-8" 22' 0' 5 0' 7'-0" St. Louis, MO '-0" LYOUT PLN - ENTRY SIGN B 0' 4' 8' 6' 24' MO # L KEY NOTES pril 27, CURRENT PHSE OF PROJECT STNDRD CONCRETE PVING 5" THICK CONCRETE PVING WITH TOOLED JOINTS PER SPECIFICTIONS. EDGES TO BE 4 " TOOLED RDIUS. SEE SHEET L-0 FOR LYOUT. CONTRCTOR TO COORDINTE LOCTION OF LL JOINTS WITH LNDSCPE RCHITECT. SEE DETIL /L-50. SHELTER PD TO HVE THICKENED EDGE. SEE DETIL C/L-50 NTURL STONE STEP (DD LTERNTE #) EW GOLD OR PPROVED EQUL. 2" H X 48" L X 2" D MINIMUM. PROVIDE IMGE FOR PPROVL BY LNDSCPE RCHITECT. SEE DETIL D/L-50. STONE SLB BRIDGE (DD LTERNTE #) WETHERED MISSOURI LIMESTONE SLB. 48" WIDE X 4" THICK X 48" LONG. SEE DETIL E/L-50. SHELTER VERMONT TIMBER WORKS 6' X 24' WOODEN SHELTER OR PPROVED EQUL. CONTRCTOR TO PROVIDE SIGNED ND SELED SHOP DRWINGS TO BE PPROVED BY LNDSCPE RCHITECT.INCLUDE FOUNDTION ND FOOTER DRWINGS. BSE PLTES, DETILS, ND LL HRDWRE SMPLE TO BE SUBMITTED FOR PPROVL BY LNDSCPE RCHITECT. HRDWRE TO MTCH CHRCTER OF RESTROOM BUILDING ND HWKIN HOUSE. SHELTER SHINGLES TO MTCH EXISTING RESTROOM BUILDING (CERTINTEED LNDMRK TL- COLOR= MX DEF RESWN SHKE). ENTRY SIGN SEE DETILS -D/L-500 LIMESTONE CHT PVING (DD LTERNTE #) 4" MINUS. WITH STBILIZER S SPECIFIED. SEE DETIL B/L MODOT (34) LYOUT PLN - SHELTER 0' 4' 8' 6' 24' PVILION PD SCORING LYOUT SCLE: " = 4' 5'-3" 4'-9" 6' 4'-9" 5'-3" 6' 6'-0" 6'-0" 6'-0" 6'-0" Graphic Scale: " = 4' C 0' 2' 4' 8' 2' 0 City Review 03/29/7 02 Issue for Bid 05/0/7 No. Description LYOUT L-0 Date

ST. LOUIS, MO 639 69.76 69.78 69.82 69.88 55 S ROCK HILL RD WEBSTER GROVES, MO 639 69.79 69.83 64 67 68 69 69.79.5%.5% 69.94 SLOPE TO MTCH EXISTING GRDE. SLOPE NOT TO EXCEED 3%.

6 ST. LOUIS, MO S ROCK HILL RD WEBSTER GROVES, MO %.5% SLOPE TO MTCH EXISTING GRDE. SLOPE NOT TO EXCEED 3% SLOPE TO MTCH EXISTING GRDE. SLOPE NOT TO EXCEED 3% % SIGN TO BE INSTLLED T EXISTING GRDE, LEVEL FRONT TO BCK ND SIDE TO SIDE. St. Louis, MO MO # L GRDING PLN - ENTRY SIGN B 0' 4' 8' 6' 24' pril 27, CURRENT PHSE OF PROJECT MODOT (34) GRDING PLN - SHELTER 0' 4' 8' 6' 24' SLOPE TO MTCH EXISTING GRDE. SLOPE NOT TO EXCEED 3% STIR ENLRGEMENT -DD LTERNTE # SCLE: " = 4' Graphic Scale: " = 4' C 0' 2' 4' 8' 2' City Review 03/29/7 02 Issue for Bid 05/0/7 GRDING PLN L-20

LEGEND ST. LOUIS, MO 639 6 " IMPORTED TOPSOIL PER SPECIFICTIONS.

7 LEGEND ST. LOUIS, MO " IMPORTED TOPSOIL PER SPECIFICTIONS. MENDED IN PLCE 55 S ROCK HILL RD WEBSTER GROVES, MO 639 TURF-TYPE TLL FESCUE SOD SOILS PLN - ENTRY SIGN B 0' 4' 8' 6' 24' St. Louis, MO MO # L pril 27, CURRENT PHSE OF PROJECT MODOT (34) SOILS PLN - SHELTER 0' 4' 8' 6' 24' SEED/SOD PLN - SHELTER B 0' 4' 8' 6' 24' 0 City Review 03/29/7 02 Issue for Bid 05/0/7 SOD / SOILS PLN L-30

8 3'-8" FIELD VERIFY '-8" PIER REINFORCED CMU CORE 6'-0" FCE OF PIER TO FCE OF PIER 2'-0" 2'-4" '-4" '-4" 2'-4" 3'-8" BRICK MSONRY MNUFCTURER: CUSHW TYPE: 50 NTHEM BLEND, MODULR MCHINE PTTERN: RUNNING BOND JOINTS: WETHERED STONE MSONRY MTERIL: NTURL CUT LIMESTONE - SHLR COURSING COURSING: RNDOM COURSED TO MTCH EXISTING RESTROOM BUILDING ON SITE " 2'-0" 3" LIMESTONE PIER CP BRICK ND STONE TO MTCH THT OF EXISTING RESTROOM BUILDING. BRICK ND STONE TRNSITION TO MTCH DETIL OF RESTROOM BUILDING. ST. LOUIS, MO S ROCK HILL RD WEBSTER GROVES, MO 639 REINFORCED 8" CMU STEM WLL STONE ND BRICK VENEER LEDGE MORTR MNUFCTURER: LTICRETE COLOR: #90 LIGHT PEWTER - TYPE "S" JOINTS: WETHERED '-6" PIP CONCRETE FOOTING GRDE 2" GRDE ENTRY SIGN WLL PLN SCLE: NTS NOTE: STEM WLL ND PIER CONSTRUSTION LL REINFORCED CMU CORE. '-8" SIGN STEM WLL ND STONE LEDGE. 2'-0" 2" FIELD VERIFY 2'-6" 3" LIMESTONE CP 6'-0" FCE OF COLUMN TO FCE OF COLUMN D L-500 REINFORCED CMU CORE STEM WLL WITH BRICK VENEER ND LIMESTONE CP D SIGN WLL SECTION SCLE: NTS 6" 8" 6" 2'-0" 0" PIP CONCRETE FOOTING FROST LINE 2'-6" BELOW GRDE MIN. St. Louis, MO REINFORCED CMU PIER CORE '-6" STEM WLL WITH STONE VENEER GRDE SIGN STEM WLL ND STONE LEDGE '-8" 2" GRDE STONE CP '-8" (FIELD VERIFY) MO # L B FROST LINE 2'-6" MIN. BELOW GRDE 0" 0" PIP CONCRETE FOOTING ENTRY SIGN WLL ELEVTION/SECTION SCLE: NTS' NOTE: SIGN LETTERS- ETCH WTER-JET CUT FROM 3 4" LUMINUM WITH BRUSHED NODIZED FINISH (BLCK). 6 CONCELED 4-20 LUMINUM STUDS. LETTER TO BE SET INTO MSONRY WITH EPOXY. FONT TO BE WRKNOCK PRO SEMIBOLD, 0.875" TLL BY ENGRPHIXS OR PPROVED EQUL. PROVIDE SHOP DRWINGS FOR REVIEW ND PPROVL. FROST LINE 2'-6" MIN. BELOW GRDE SELNT LUMINUM FLSHING W/ DRIP-SEL/ DHERE TO MSONRY STONE OVERHNG 2" 3" ROCK FCE EDGE SEL ND CP T NCHORS pril 27, CURRENT PHSE OF PROJECT C '-8" 0" '-8" 2'-0" LP (TYP.) 6" 2'-0" SIGN WLL CORE SECTION SCLE: NTS HORIZONTL JOINT REINFORCEMENT S REQUIRED. #4 VERTICL BRS 6" O.C. 8" CMU STEM WLL. LL CELLS TO BE GROUTED SOLID. #4 VERTICL 6" O.C. WITH LTERNTING BENDS IN FOOTING. 3 #4 BRS LONGITUDINL ND CONTINUOUS PIP CONCRETE FOOTING. NOTE: STEEL REINFORCEMENT SHOWN REFLECTS THT OF LL CMU STEM WLL CONSTRUCTION WITH MINOR MODIFICTION. NOTES:. CONTRCTOR TO PROVIDE SIGNED ND SELED SHOP DRWINGS FOR ENTRY SIGN, MTERIL SMPLES, ND MOCKUPS OF BRICK ND STONE VENEER. 2. CONTRCTOR HS THE OPTION TO EXECUTE FOOTING WLL ND PIER SYSTEM WLLS S P.I.P. CONCRETE. 3. LL CMU STEM WLL ND STONE LEDGE CMU TO BE WTERPROOFED. 4. MSONRY WLL REINFORCEMENT: HECKMN BUILDING PRODUCTS #00 LDDER - TYPE HOTDIP GLVNIZED 5. BRICK VENEER NCHORING SYSTEM: HECKMN BUILDING PRODUCTS #75 POS-I-TIE BRICK VENEER TO CMU. HOTDIP GLVNIZED. 6. STONE NCHOR: SELECT PPROPRITE STONE NCHOR SYSTEM FROM THE HECKMN BUILDING PRODUCTS. 7. PROVIDE WEEP HOLE LOCTIONS WITHIN SHOP DRWINGS MODOT (34) E STONE CP SELNT LUMINUM FLSHING W/ DRIP-SEL/ DHERE TO MSONRY STONE OVERHNG 2" F BRICK WLL W/ LIMESTONE CP SCLE: NTS STONE PIER W/ LIMESTONE CP SCLE: NTS 2'-6" (FIELD VERIFY) 3" ROCK FCE EDGE SEL ND CP T NCHORS 0 City Review 03/29/7 02 Issue for Bid 05/0/7 DETILS L-500

9 5" SEE PLNS FOR JOINTING PTTERN EXPOSED GGREGTE FINISH S SPECIFIED TOOLED JOINT 3 6" WIDE ( 4 PVEMENT THICKNESS) CONCRETE PREPRED SUBGRDE 3" CRUSHED LIMESTONE GGREGTE /4 MINUS WITH STBILIZER S SPECIFIED. COMPCT TO 95% MPK. 6" GRNULR BSE MIN. COMPOSED OF HOMOGENOUS MIXTURE OF 3 8" - 2" SIEVE SIZE GRVEL, BLENDED TO MINIMIZE VOIDS ND IR POCKETS, COMPCTED TO 95% M.P.R. EXTEND 6" BEYOND EXTENT OF CHT RE. COMPCTED SUBGRDE (COMPCT GRDES DJCENT TO VOID SETTLING) 3" 6" 3/6" x 8" L-SHPED LUMINUM PVING RESTRINT, BLCK. INSTLL PER MNUFCTURER RECOMMENDTIONS FINISHED GRDE 2" LUMINUM STKES TO LOCK INTO PREFORMED LOOPS ON THE EDGING STBILIZER NOTES (OR PPROVED EQUL): STBILIZER SOLUTIONS ph: info@stbilizersolutions.com THICKEN PERIMETER 9" 8" 6" 5" CONCRETE SLB PREPRED SUBGRDE ST. LOUIS, MO S ROCK HILL RD WEBSTER GROVES, MO 639 CONCRETE DETIL SCLE: "=' B CHT WLK WITH EDGING DETIL SCLE: "=' C THICKENED EDGE CONCRETE SCLE: "=' 4" VERTICL JOINT, FILL WITH POLYMERIC SND 2" SETTING BED OF HOMOGENOUS MIXTURE OF 8" - 4 " MNUFCTURED GRNULR COMPCTED TO 95% M.P.R. CONCRETE PVEMENT PER DETIL 5" NTURL STONE STEPPER S SPECIFIED. HORIZONTL JOINTS TO BE OF 4" HEIGHT T DJCENT PVEMENT OR STEP TO VOID CONTCT ND TO LLOW FOR VRINCES IN DIMENSIONS OF STONE ND PVEMENT THICKNESS. CHT WLK. SEE DETIL B/L-50 6" GRNULR BSE MIN. COMPOSED OF HOMOGENOUS MIXTURE OF 3 8" - 2" SIEVE SIZE GRVEL, BLENDED TO MINIMIZE VOIDS ND IR POCKETS, COMPCTED TO 95% M.P.R. PREPRED SUBGRDE 6" GRNULR BSE MIN. COMPOSED OF HOMOGENOUS MIXTURE OF 3 8" - 2" SIEVE SIZE GRVEL, BLENDED TO MINIMIZE VOIDS ND IR POCKETS, COMPCTED TO 95% M.P.R. CHT WLK. SEE DETIL B/L-50 PREPRED SUBGRDE EW GOLD OR PPROVED EQUL NTURL STONE STEP. HORIZONTL JOINTS TO BE OF 4" HEIGHT T DJCENT PVEMENT OR STEP TO VOID CONTCT ND TO LLOW FOR VRINCES IN DIMENSIONS OF STONE ND PVEMENT THICKNESS. EXISTING SIDEWLK 4" VERTICL JOINT, FILL WITH POLYMERIC SND NTURL STONE BOULDER 4" THICK MIN. WETHERED MISSOURI LIMESTONE SLB St. Louis, MO MO # L " '-6" 8" 6'-9" 9" 9" MIN. NOTE: M.P.R. = MTERIL'S MODIFIED PROCTOR (STM D MX. DRY DENSITY) pril 27, CURRENT PHSE OF PROJECT D F NTURL STONE STIRS SCLE: "=' CONCRETE SURFCE (CURB OR WLK) 2" MIN. GRDING - BERM SCLE: "=' MINTIN LEVEL GRDING DJCENT TO CONCRETE SURFCE SOIL PER SPECIFICTION CONCVE / CONVEX GRDING MX SLOPE: 3: E NTURL STONE BRIDGE SCLE: "=' MODOT (34) City Review 03/29/7 02 Issue for Bid 05/0/7 HRDSCPE DETILS L-50

UNIFORM STANDARD DRAWINGS REVISIONS EFFECTIVE 01/01/12

UNIFORM STANDARD DRAWINGS REVISIONS EFFECTIVE 01/01/12 REVISIONS EFFECTIVE 01/01/12 DRWING NUMBER TITLE ND REVISION SUMMRY 500.4 "Over 5 Years Pavement Restoration Longitudinal Cut - 60' R/W or Less" - Revision to change pavement removal limits from half-street