REMOVE EXISTING FENCE 110 1:4 MAX SIDE SLOPE (TYP.) CONST. 18" RCP EXISTING 30" RCP TO REMAIN 110 S-200
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1 EXISTIG FECE REMAI S-22 PGL.9 PGL.62 MAX SIDE SLPE (TYP.) MAX SIDE SLPE (TYP.) MAX SIDE SLPE (TYP.) CST. 14" x 23" ERCP MAX SIDE SLPE (TYP.) S-28 S-21 S-24 S-26 STA , 16.5' LT P EL..94 S. IV..65 E. IV STA , 16.5' RT P EL..94 IV..71 STA , 16.5' LT P EL..25 IV STA , 16.5' RT P EL..25 IV S-21 STA STA EXISTIG 3" RCP REMAI S-28 PGL.94 CST. 6" WAY S-114 REPLACE EXISTIG DBI w/ FDT TYPE J-5 ILET (6' DIA.) STA , 13.93' LT P EL..75 IV :5 SLPE 12' BERM MAX CST. 3"RCP S-21 S- S-2 MES (2:1) STA , 81.3' LT IV. 94. S-22 MH TYPE J (5' DIA.) STA , 16.5' LT RIM EL..1. IV E. IV W. IV TH STREET STA STA S-114 S-21 MAX PGL.5 MAX PGL.3 S- STA , 16.5' LT P EL..25 E. IV W. IV S. IV S-112 STA , 16.5' RT P EL..25 IV CST. 14" x 23" ERCP S-212 :\range\c_holdenheights\dg\hh-drainagestructures.dgn HSCALE: 1" = 1' CST. 24" x 38" ERCP S-18 19TH STREET Designed by: / SIGHE & ASSCIATES, IC. 8/3/215 1/23/17 7/12/17 Approved by: Vertical Datum: /ADB 1988 HSCALE: 1" = 1' S-24 S-22 STA , 16.5' LT P EL..46 S. IV..27 E. IV W. IV STA STA SRMWATER MAAGEMET AD CIVIL EGIEERIG rpington Street, Suite STA , 16.5' RT P EL..46 IV..33 DRAIAGE STRUCTURES 5 DS-5
2 S-4 EXISTIG CHAEL REMAI S-324 CST. MES () STA , 22.77' LT IV..37 CST. 48"RCP S-34 TYPE J-1 ILET STA , 4.42' LT P EL IV S. IV. 93. STA PGL CST. 54" RCP CST. 48" RCP S-36 S-31 S-32 MH TYPE J (8' DIA.) STA , 28.3' RT RIM EL IV. 92. E. IV. 92. W. IV EXISTIG FECE REMAI EXISTIG FECE REMAI S-48 STA , 17.5' LT P EL IV STA PGL 11.8 CRY STREET S-44 S-42 CST. 24" RCP TYPE J-2 ILET STA , 17.5' RT P EL IV E. IV W. IV EXISTIG FECE REMAI PGL EXISTIG FECE REMAI PGL.13 S-42 S-32 S-312 STA , 16.5' LT P EL IV S-36 STA , 16.5' RT P EL IV S-46 TYPE P-1 ILET STA , 17.5' LT P EL..29 IV S-44 TYPE P-1 ILET STA , 17.5' RT P EL..29 IV S-38 CRY STREET STA STA PGL.39 S-36 EXISTIG FECE REMAI PGL S-31 S-38 TYPE P-1 ILET STA , 16.5' LT P EL..55 IV CST. 18"RCP TYPE P-1 ILET STA , 16.5' RT P EL..55 IV S-31 MH TYPE J (1' DIA.) STA , 32.8' RT RIM EL.. S. IV W. IV CST. 54" RCP S-3 :\range\c_holdenheights\dg\hh-drainagestructures.dgn HSCALE: 1" = 1' STA Designed by: / SIGHE & ASSCIATES, IC. 8/3/215 1/23/17 7/12/17 Approved by: Vertical Datum: /ADB 1988 SRMWATER MAAGEMET AD CIVIL EGIEERIG rpington Street, Suite HSCALE: 1" = 1' STA CST. 54" RCP DRAIAGE STRUCTURES S DS-6
3 PGL.96 S-414 EXISTIG FECE REMAI CST. 24" x 38" ERCP EXISTIG FECE REMAI PGL.94 EXISTIG 18" PVC REMAI EXISTIG FECE REMAI EXISTIG 15" STEEL PIPE REMAI S-434 CST. 14" x 23" ERCP STA , 17.5' LT P EL..12 IV S-428 CST. 15" RCP STA , 17.5' RT P EL..12 IV CST. 19" x 3" ERCP S-416 TYPE P-6 ILET STA , 8.25' LT P EL..1 IV..42 S-422 TYPE J-6 ILET STA ,8.25' RT P EL..1. IV (EXISTIG) W. & S. IV.39 S-414 S-429 IDIAA STREET STA WDS STREET STA EXISTIG WALL REMAI MAX SIDE SLPE S-428 BUILDIG PGL.46 S-422 EXISTIG FECE REMAI 1:3 MAX SIDE SLPE CST. 19" x 3" ERCP 1:2 MAX SIDE SLPE S-428 CST. 24" x 38" ERCP CST. 19" x 3" ERCP S-429 TYPE D ILET w/ 1- -TRAV. SLT STA , 21.' RT P EL..5 W. SLT EL..63 IV CST. 36" RCP S-414 MH TYPE J (6' DIA.) STA , 4.59' RT RIM EL..37. IV..14 S. IV..14 W. IV S-43 S-412 IDIAA STREET STA WDS STREET STA EXISTIG WALL REMAI BUILDIG PGL.1 S-429 EXISTIG FECE REMAI CST. 19" x 3" ERCP EXISTIG FECE REMAI S-12 PGL.22 CST. 14" x 23" ERCP S-432 S-43 STA , 17.5' LT P EL..17 IV STA , 17.5' RT P EL..17 IV S-32 FDT P-2 ILET STA. 74+., 16.5' LT P EL..38 IV S-3 FDT P-2 ILET STA. 74+., 16.5' RT P EL..38 IV :\range\c_holdenheights\dg\hh-drainagestructures.dgn HSCALE: 1" = 1' IDIAA STREET STA Designed by: / SIGHE & ASSCIATES, IC. 8/3/215 1/23/17 7/12/17 Approved by: Vertical Datum: /ADB 1988 SRMWATER MAAGEMET AD CIVIL EGIEERIG rpington Street, Suite HSCALE: 1" = 1' WDS STREET STA. 74+ EXISTIG 42" RCP REMAI DRAIAGE STRUCTURES 52 DS-7
4 CCRETE 6' W D FECE P BAK 715 6' CHAI LIK FECE WITH BARBED WIRE E SLPE IV. EL.=96.79 E SLPE P BAK S S-324 CST. 48" RCP BRIG: D-1 BGL BGL 2 RAD S-36 CST. 48" RCP S-34 24"RCP RAD P BAK 6' CHAI LIK FECE CCRETE SLAB E SLPE 5' CHAI LIK FECE BRIG: HH S-32 IV. EL.= R 38.5 P BAK B CST. 54" RCP CST. 54" RCP E SLPE S-31 CCRETE SLAB 1:5 CST. VIYLCATED (DARK GREE CLR) (12' PEIG) P BAK 6' CHAI LIK FECE BRIG: HH1-2 PLATER [] [] [11] [] [99] 12' MAITEACE BERM R ' CHAI LIK FECE CCRETE GRASS [98] [97] [97.5] CST. 478' ~ VIYLCATED (DARK GREE CLR) TYPE B FECE (6' HEIGHT) SURFACE WATER IMPACTS EXISTIG DITCH F-.26 F AC SURFACE WATER IMPACTS CST. 712' ~ TYPE B FECE (6' HEIGHT) 11 P BAK EDGE WATER 11 RAD S-3 STA ,.28' RT STA ,.46' RT PD 1 1:2 WL = 97.5 MEA AUAL = YR / 24 HR = YR / 24 HR = YR / 96 HR =.8 YR / 24 HR =.55 [.5] [94] [92] [] [85.5] [96] [] [93] [91] CST. 31 S~ RUBBLE RIPRAP (18" THICKESS) (DITCH LIIG) PER FDT IDEX 281 F-.75 R 16.5 R 38.5 F ' WD FECE P BAK BRIG: HH1-3 R 28 R 15 6' CHAI LIK FECE 4' CHAI LIK FECE S-5 P BAK CST. 22 S~ RUBBLE RIPRAP (18" THICKESS) (DITCH LIIG) PER FDT IDEX 281 [85.5] [] [91] [92] [93] [94] [] [.5] [96] [97] [97.5] STA , 18.6' LT S-2 STA , 18.73' LT 1:2 1:5 F [98] [99] F R 38.5 :\range\c_holdenheights\dg\hh-pond1.dgn CCRETE BRIG: HH1-4 F-.98 F-.28 6' CHAI LIK FECE PARKIG S-24 ASPAHLT PAVEMET F-16.7 GRASS HEADWALL IV. EL.=96. EDGE WATER 24"RCP 5' CHAI LIK FECE RAD CCRETE 5' CHAI LIK FECE 6' CHAI LIK FECE B F CCRETE 16 5' HMEMADE FECE WITH REBAR & PVC Designed by: / SIGHE & ASSCIATES, IC. /ADB 8/3/215 SRMWATER MAAGEMET AD CIVIL EGIEERIG 1/23/17 7/12/17 Approved by: rpington Street, Suite BRIG: D S-26 R 38.5 CST. 24" RCP S-22 S-212 [] [11] [] CST. 12' MAITEACE BERM [] CST. 14" x 23" ERCP S-21 BRIG: HH1-5 CST (12' PEIG) SITE LAYUT S-28 S-21 SRMWATER PD CD-1 53
5 CST. VIYL CATED (DARK GREE CLR) TYPE B FECE (6' HEIGHT) 12' BERM PD BERM EL.. 1:5 1.73' GRATE P EL. 99. CST 219'~24"RCP GRADE BREAK EL..5 IV MES STA , ' RT IV.. CST. TYPE C ILET STA , 82.82' LT 5 1:2 CST. 3" PVC TEE (IV. 97.5) MAITAI 12" MI. SEPARATI BETWEE BTM TEE & GRADE BTM PD EL 85.5 PD 1 DRP STRUCTURE DETAIL HSCALE 1" = 1' VSCALE 1" = 5' VARIES BERM 12' 32.5' 2' CST. VIYL CATED (DARK GREE CLR) TYPE B FECE (6' HEIGHT) BERM P EXISTIG GRADE 1:5 1:5 WL EL GRADE BREAK EL..5 CST. PD EMBAKMET WITH SADS CSISTIG PERCET FIES > 5 AD < 2, PLASTIC IDEX < 7. CMPACT % THE MAXIMUM DESITY PER AASH T99, METHD C. CLEAR & GRUB ALL AREAS WHERE EMBAKMET CSTRUCTI IS REQUIRED (6" MI. DEPTH) 1:2 BTM PD 85.5 :\range\c_holdenheights\dg\hh-sdetails1.dgn TYPICAL SRMWATER PD CRSS SECTI HSCALE 1" = 1' VSCALE 1" = 5' Designed by: / SIGHE & ASSCIATES, IC. /ADB 8/3/215 SRMWATER MAAGEMET AD CIVIL EGIEERIG 1/23/17 7/12/17 Approved by: rpington Street, Suite SRMWATER PD TYPICAL SECTIS & DETAILS CD-2 54
6 WIDTH VARIES 12' MI. 1 1/2" DEEP SAWEST JIT EQUALLY SPACED, 5'-" MAXIMUM SPACIG TYPE 2 R 4 ILET REFER SUMMARY CCRETE WAYS FR WAY LCATIS, WIDTHS, AD LEGTHS 6" 6" CCRETE WAY LEGTH VARIES DRP CURB DRP CURB 6" 2"R 3"R 3 4":1' SLPE 3' TRASITI DRP CURB 5' 12" 3' GUTTER TRASITI 3' GUTTER TRASITI 2 " 1 3 4"R 6 5' TYPE F CURB DRP CURB 8" DRP CURB/ ILET TRASITI DETAIL TS MDIFIED TYPE "F" CURB TS TYPICAL WAY APR DETAIL TS F C U TY C 215 MM IS SI D AR ERS B RAG E CU S.W. TY R FL ID A WAY WIDTH VARIES 4" SIDEW ALK SIDEWALK WIDTH VARIES (4' R 5') RD A B R F AGE C U C T Y 215 S.W. U C TY MMIS FL S I ERS RIDA 1' TRASITI1' 6" W AY FRT VIEW 1' TRASITI 6" CC. WAY VARIES 2% VARIES 6" CC. SIDEWALK 6" CC. WAY LGITUDIAL VIEW RADWAY PAVEMET STADARD MAHLE DETAIL TS SIDEWALK/WAY TRASITI TS :\range\c_holdenheights\dg\hh-generalotes.dgn Designed by: / SIGHE & ASSCIATES, IC. /ADB 8/3/215 SRMWATER MAAGEMET AD CIVIL EGIEERIG 1/23/17 7/12/17 Approved by: rpington Street, Suite RADWAY AD CIVIL DETAILS CD-3 55
7 5 24" WHITE SP BAR 19TH STREET 2'x6' WHITE RAGE BLSS M TRAIL W ESTM RELAD 24" WHITE SP BAR 2'x8' WHITE 2'x6' WHITE 2'x6' WHITE 2TH STREET 24" WHITE SP BAR W DS STREET 24" WHITE SP BAR 24" WHITE SP BAR :\range\c_holdenheights\dg\hh-stripeplan1.dgn KALEY STREET ALL EW SIGS SHALL BE RETRLECTIVE EW SP SIGS SHALL BE SP-STREET CMBIATI SIGS AD SHALL BE ARVED BY CUTY PRIR ISTALLATI. Designed by: / SIGHE & ASSCIATES, IC. /ADB 8/3/215 SRMWATER MAAGEMET AD CIVIL EGIEERIG 1/23/17 7/12/17 Approved by: rpington Street, Suite 2'x6' WHITE SIGAGE AD PAVEMET MARKIG DETAILS CD-4 56
8 5 24" WHITE SP BAR 2'x8' WHITE MILLER STREET RAGE BLSS M TRAIL 24" WHITE SP BAR W ESTM RELAD 24" WHITE SP BAR 2'x8' WHITE 2'x6' WHITE 24" WHITE SP BAR :\range\c_holdenheights\dg\hh-stripeplan2.dgn ALL EW SIGS SHALL BE RETRLECTIVE EW SP SIGS SHALL BE SP-STREET CMBIATI SIGS AD SHALL BE ARVED BY CUTY PRIR ISTALLATI. Designed by: / SIGHE & ASSCIATES, IC. /ADB 8/3/215 SRMWATER MAAGEMET AD CIVIL EGIEERIG 1/23/17 7/12/17 Approved by: rpington Street, Suite SIGAGE AD PAVEMET MARKIG DETAILS CD-5 57
9 5 GRAD STREET D T ETER R5-1 2'x8' WHITE W1-6R IDIAA STREET 24" WHITE SP BAR RAGE BLSS M TRAIL 24" WHITE SP BAR W DS STREET M1-1 18" x 18" D T ETER R5-1 24" WHITE SP BAR 2'x8' WHITE CRY STREET M4-1 18" x 18" :\range\c_holdenheights\dg\hh-stripeplan3.dgn Designed by: / SIGHE & ASSCIATES, IC. 8/3/215 ALL EW SIGS SHALL BE RETRLECTIVE. EW SP SIGS SHALL BE SP-STREET CMBIATI SIGS AD SHALL BE ARVED BY CUTY PRIR ISTALLATI. 1/23/17 7/12/17 UTLET W14-2 Approved by: Vertical Datum: /ADB 1988 SRMWATER MAAGEMET AD CIVIL EGIEERIG rpington Street, Suite EXISTIG SP SIG REMAI SIGAGE AD PAVEMET MARKIG DETAILS CD-6 58
10 19TH STREET G RAD STREET C R Y STREET ID IAA STREET S RAGE BLSSM TRAIL CST. 711'~SILT FECE CST. 65'~SILT FECE CST. 1476'~SILT FECE CST. 865'~SILT FECE CST. 634'~SILT FECE CST. 6'~SILT FECE CST. 1362'~SILT FECE CST. 888'~SILT FECE WDS STREET TURBIDITY BARRIER LAKE JUE TURBIDITY BARRIER TURBIDITY BARRIER CST. 716'~SILT FECE KALEY AVEUE CST. FLATIG TUBIDITY BARRIER CST. 78'~SILT FECE CST. 654'~SILT FECE CST. 455'~SILT FECE CST. 433'~SILT FECE CST. 86'~SILT FECE CST. 1152'~SILT FECE CST. 5'~SILT FECE M ILLER AVEUE S WESTMRELAD DR 2TH STREET :\range\c_holdenheights\dg\hh-sw P1.dgn THE ERSI CTRL PLA WILL BE SUBMIT FR ARVAL BY THE EGIEER AD WILL ADDRESS THE ISTALLATI AD MAITEACE ALL TEMPRARY AD PERMAET SEDIMET AD ERSI CTRL DEVICES BE USED DURIG EACH STAGE CSTRUCTI, ICLUDIG TREE REMVAL, CLEARIG AD GRUBBIG, EXCAVATI, HAULIG EXCAVATED MATERIALS, AD PLACEMET EMBAKMET AD BACKFILL. THE PLA ALS WILL DETAIL THE ESI CTRL MEASURES BE EMPLYED AT ALL SCKPILE AD CSTRUCTI STAGIG AREAS AD WILL DEFIE THE MAXIMUM LIMITS ALL ACTIVE CSTRUCTI ZIES. CTRACR SHALL LIMIT WRK ZES WITHI EXISTIG RIGHT--WAY AVID EXCESSIVE IMPACTS ADJACET PRPERTIES AD RESIDETS. ARVAL WRK ZE LIMITS IS REQUIRED EGIEER PRIR BEGIIG CSTRUCTI. Designed by: / SIGHE & ASSCIATES, IC. /ADB 8/3/215 SRMWATER MAAGEMET AD CIVIL EGIEERIG 1/23/17 7/12/17 Approved by: rpington Street, Suite SWP ERSI CTRL PLA LEGED SILT FECE SRM PIPE LT LIE EXISTIG RIGHT--WAY TURBIDITY BARRIER CD-7 59
PLAN SHEET. Feet. Feet REMOVE SAND CEMENT HEADWALL AND CONSTRUCT MES. SEE INDEX 272. CR 229 CONST. CR 229
MATCH LIE STA. 41+35. MATCH LIE STA. 46+75. PC STA. 46+75.33 47 REMOVE SAD CEMET HEADWALL AD S-3 COSTRUCT MES. SEE IDEX 272. 42 43 44 45 46 48 COST. CURVE DATA CLCOST2 PI STA. = 48+63.31 T = 187. L = 375.42
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1 2 3 4 5 LEGED 7 8 9 10 11 12 13 14 15 16 STADARD DUTY PAVEMET: SEE "ASPHALT PAVEMET PLA" AD/R "CCRETE PAVEMET PLA" FR MATERIALS SITE AREA:16.11 AC PRPSED PARKIG SPACES HEAVY DUTY PAVEMET: SEE "ASPHALT
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Phone Number: Address:
Case #: SITE DEVELOPMENT APPLICATION FOR DRT SUBMITTAL PUBLIC WORKS DEPARTMENT 171 North Ross Street, Suite 200 Auburn, AL 36830 (334) 501-3000 ~ Fax: (334) 501-7294 Applicant Name: Mailing Address: Project
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ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY. 110 - CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS
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10.00 3149 14640 6765 6046 3046 B REV EW BRICK FECE TO BOUDARY EXIST. PATHWAY EW TURF TO VERGE AREA 2440 8080 500 1140 144mm HIGH RETAIIG WALL EXIST. POOL 494mm HIGH RETAIIG WALL 13.770 13.500 13.000 13.420
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Total Stalls required % Variance for Mixed Use Sites 604 Additional Variance 544 Total Stalls Provided 544
Symbol Legend ame Elevation 0 A0 W A0 SIM SIM Doo Tag Section Callout Wall Tag Level Indicato Detail Callout Room name 0 Room Tag & umbe / A0 View Refeence Building Code/By-Law Info Building Use & Classification
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2' x 3' Polymer Pull Box Cover 4'-0" 7'-0" 24" x 76" Access Opening 3'-6"
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EXISTING SANITARY SEWER LINE TO BE RELOCATED PRIOR TO CONSTRUCTION OF THE CULVERT UNNAMED TRIBUTARY C L 7' X 9' OF STONY RUN BOX CULVERT
18'' PINE TRAV PT 25 24'' WEEPING WILOW SS SS SS N N 708515 E 1606550 LINE OF DIVISION PROP. 8" WATER TO BE CONSTRUCTED PRIOR TO CULVERT CONSTRUCTION EXISTING EASEMENT INSTALL CLASS II RIPRAP ON STREAM
Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.
PLAN REQUIREMENTS The plans for street design shall conform to the requirements of Sections 3 and 4. The following requirements shall also be shown on the plans where applicable. Road and Storm Plans:
LLOYDCREST HOUSE 9390 LLOYDCREST DRIVE LOS ANGELES, CA 90210
DS CODE IFORMATIO SCOPE OF WORK VICIITY MAP ASSESSOR'S MAP COSULTATS ADDRESS/LEGAL SITE ADDRESS 990 W LLOYDCREST DR ZIP CODE 90210 PI UMBER 147B165 25 LOT/PARCEL AREA (CAL.) 10,94.8 (SQ FT) THOMAS BROTHERS
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PERFORMANCE SPECIFICATION SHEET SWITCHES, PUSH, 10 AMPERES OR LOW LEVEL, DUSTTIGHT
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Plate 8132A - Preformed Rigid PVC Conduit Loop Detector, is a new plate requested by OTST.
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TYPE 4-C TYPE 6 TYPE 7 TYPE 8
````` Face of ase rad. 42 TYPE rad. " T T T 22.5 2'- unless otherwise shown on plans 5" 5" 5" Slope 2: TYPE 2 rad. Concrete TYPE 2-A rad. Wearing Course Concrete ase Course TYPE 2-0" rad. TYPE 3 As Shown
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8' PUE 8' PUE VARIABLE 5' STORM SEWER (SOUTH AND EAST) 1. UTILITIES SHALL BE LOCATED AS SHOWN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
R/W R/W 8' PUE 8' PUE VARIABLE VARIABLE C L 3.5' 2.5' MIN COVER 3' MIN COVER STANDARD CURB & GUTTER PWR, GAS, TEL, TV SEE NOTE 6 STORM SEWER (ALTERNATE LOCATION) SANITARY SEWER (NORTH AND WEST) 5' 5' STORM
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SHLDR + + Ê HOMINY TRAIL #4 REBAR 24"O.C. 4" TYPE 5 AGG. BASE TRAIL WALL 9 5' SHLDR 2' SHLDR Ê TRAIL #4 24" O.C.
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Date f Request: Prperty Owner Name: (Please Print) Prperty Address: Day Time Phne: ( ) E-Mail: Est. Start Date: Est. Cmpletin Date: The hmewner must ntify the Prperty Management Office, via e-mail, upn
PL N 84TH PL N IVES CT N. Mills Creek 85TH AVE N LN N WEAVER LAKE RD N. PUD Concept Stage Plan 83RD PL N NEIGHBORHOOD LOCATION MAP
ARROWWOOD LN N 88TH PL N JONQUIL LN N IVES CT N 88TH PL N 88TH AVE N 88TH PL N 88TH AVE N COTTONWOOD LN N ZACHARY LN N 87TH AVE N 87TH PL N GOLDENROD LN N Mills Creek ZACHARY LN N 86T H AVE N 86TH AVE
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