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HomeMy WebLinkAboutS-1788-A Map 3_ � r f t T "�-_.--._.... 1 . ' 9A _. ; ✓1 T__..-_...--_ - I - 1 14 31 F (( _ t it `:i- t1 „a Ca 1 7 4�1! w Lcc �J Wellington Hills Road - -- -'' E�3 (Public R/W varies) Fr- x, ✓ l -_---- 1 ! CONNECT TO „ ., EXISTING 24 PIPE }--i:'.7.1-------L' � _ ___-i.> , -:"� ..._ �. _.._ __- ._- (E) IE. OUT:471.66 1 < 477 1as � � a 476 O UTILITY EASEMENT � 476.90,� 474 4jS oo (PER SEPARATE DOC) O \\ �� 25' B.S.B. tk \v _ STRUCT: CBI-3 [D229-B] 476 48" x 48" CURB INLET - - - - - - - - - - 4jS TOP OF STRUCT: 475.31 (SW) IE. IN: 471.38 124" PIPE (SE) IE. OUT: 471.38 1 24" PIPE ep 475.17 ' I� �. .. Y . .-`.--• - ' . ' . , -`. .. .. .. . '� ` - .. - -_. , - - , .. - - . 474' i �' O g475.31 O�o O.. �o� ----- - --- _ -E) 0 - •O g472.52 O '5" 12K DIESEL ®O I I I Ij 475' a g kq474.32 g473.62 - 473.02 472.68 2K PR IUM OO O O v \ O OO Ro_,°,° O4°72.4 = ® 4 CQ a7u sa7 ��F- 12' 12" 612" -. 12" 12° 3\,/ F F F F F12K E-850EHOPE HOPE HDPE HOPE HOPE j N ---- - \\\ m 20K UNLEADED I . _- W'... ' ® F© a I , I Q. 0 C" )1---473.76p72 1 ,. N p. 474 I J J /ep 473.76 12• - V HOPE r aTr 474 v k eP 474 09 I STRUCT: CBI-6 [D229-B] a 48" x 72" CURB INLET �j • UNDERGROUND vN TOP OF STRUCT:472.21 - p❑❑?; DETENTION PIPE LL o (S) IE. IN: 467.59 112" PIPE 1L-0 _5 IE. 6 PIPE (SE) I 9 3" P E 1 Ar6 r -Ip 472.17 CD • '� _� V g 472.116.• (O I I I A /� I LDI N BENCHMARKS OnSiteBenchmark- Bench tie in power pole approx. 25' SE of NE corner surveyed property. Elevation 463.64 (SAVO88) Project Benchmark: NGS Monument designation "57". Elevation'. 494.11 (NAVD88) LEGAL DESCRIPTION Part of the NW1/4 Section 6, Township 1 North, Range 13 West, in the City of Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Commencing at the NE corner of Lot 1, One Source Addition as filed for record in Plat Book Or Page 130, records of Pulaski County, Arkansas; thence South 59054'17" East, 270.46 feet along the Southerly right of way of Chenal Parkway; thence South 18' 13' 32" West, 5.92 feet along said Southerly right of way; thence South 65'27'21" East, 27.76 feet along said Southerly right of way to the point of beginning; thence continuing South 65' 27' 21" EaStr 135.40 feet along said Southerly right of way; thence South 60NOO'00" East, 100.56 feet along said Southerly tight of way; thence leaving said Southerly right of way, South 19'47'39' West, 191.01 feet; thence South 44'36'42 r West, 63.31 feet; thence North 70'1221" West, 235.00 feet to a point on the Easterly right of way of Wellington Hills Road; thence North 19'47'39" East, 229.73 feet along said Easterly right of way; thence continuing along said Easterly right of way around a tangent curve to the right having a radius of 55.00 feet, an arc length of 57.83 feet, a chord bearing of North 49°52'15" East and a chord length of 55.20 feet to the point of beginning. -Contains 68,692 square feet or 1.577 acres of land, more or less. -- - 6" ROOF DRAIN i \ CONNECTION TO ' J 1 BUILDING IE. 472.25 473.63 21E 0g F HOPE j-473.51 g 473.25 ❑0 R UG�1GE UGTG UG I E-a' STRUCT: CBI-2 [D229-B] • , v �' 48" x 48" CURB INLET LH I+ r TOP OF STRUCT: 470.73 ' \ w �o ❑ T ) 12' �F, U C, T-- 17 oiOP - 12' HOPE HDPE HOPE M, NOe IW a ao co N O `'1 0 UNDERGROUND b ILL @) DETENTION PIPE v ae O Nt fJ (NW) IE. IN: 468.48 124" PIPE (SE) IE. OUT: 468.48 1 24" PIPE �-STRUCT: CBI-5 [D229-13] 48" x 72" CURB INLET TOP OF STRUCT: 471.76 (NW) IE. IN: 465.441 36" PIPE (E) IE. OUT: 465.44 136" PIPE g 473.33 � , P - 1 / `. UNDERGROUND DETENTION -I S B.S.B. p OUTFALL STRUCTURE 15 LF 18" PIPE STRUCT: OFS-1 [D229-B] -470 0. �" @ 1.40% - - 48" x 72" [D234] STRUCT: FES-2 [D253]• TOP OF STRUCT: 470.13 �- 18" FLARED END SECTION I (W) IE. IN: 465.35 1 36" PIPE �(W) IE. IN: 465.15 118" PIPE 1 (SW) IE. IN: 467.35 112" PIPE 465 (E) IE. OUT: 465.35118" PIPE v - g 466.55 STRUCT: CBI-1 [D229-B] 19LF24"PIPE o--48"x48" CURB INLET @ 20.30% 465 1 i- TOP OF STRUCT: 466.59 € (NW) IE. IN: 464.28 1 24" PIPE 1 ` (SE) IE. OUT: 464.28 124" PIPE STRUCT: FES-1 [D253] p ` \ 24" FLARED END SECTION o (NW) IE. IN: 460.331 24" PIPE • I T 1 i°a o \ w f 20 10 0 10 20 40 60 GRAPHIC SCALE IN FEET 111n = 2Oft PROPOSED FEATURESI REFER TO SURVEY FOR EXISTING FEATURES GENERAL FEATURES PROPERTY LINE -- SUBDIVISION/ OUTPARCEL PROPERTY LINE - - - - - - - - - - - - EDGE OF ASPHALT - - - EDGE OF GRAVEL CONCRETE CURB AND GUTTER I REFERTO SITE PLAN FORTYPEANDSIZE X FENCING I REFERTOSITE PLAN FORTYPEANDSIZE Xh'SS SEWER LINES I REFERTO UTILITY PLAN FORTYPEANDSIZE Xv VJIR--- WATERLINES I REFERTO UTILIT'YPLAN FORTYPFANDSIZE UGE---- UNDERGROUND ELECTRIC SERVICE OI 1E: ----- OVERHEAD ELECTRIC SERVICE Ut.T --- UNDERGROUND TELEPHONE SERVICE OHT OVERHEAD TELEPHONE SERVICE FO FIBER OPTIC CABLE SERVICE GAS-- GAS SERVICE RIP RAP I REFER TO EROSION CONTROL PLANS FOR TYPE AND SIZE Q 8 X UTILITY STRUCTURES I REFERTO UTILITY PLAN FOR TYPE C]eC] I�C7 .ram SITE LIGHTING I REr ER ID ELECTRICAL PLAN FORTYPESIZER DETAILS GRADING & DRAINAGE FEATURES ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. CONTRACTOR SHALL MATCH TOP OF PROPOSED DRAINAGE STRUCTURES WITH PROPOSED GRADES. IF A DISCREPANCY OCCURS BETWEEN PROPOSED GRADES AND PROPOSED STRUCTURE TOPS, THE GRADING SHALL GOVERN. IF THE DISCREPANCY IS MORE THAN 4 INCHES THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD. L• CURB INLET AREAINLET' ] COMBINATION CURB INLET ■ OUTFALL STRUCTURE ]� DROP INLET m FLARED END SECTION (FES) X JUNCTION BOX • STORM CLEAN OUT STORM SEWER "PIPE" I REFERTO DRAINAGE PLAN FOR TYPE WHERE THE WORD "PIPE" IS USED ON THESE PLANS, THE CONTRACTOR HAS THE OPTION TO BID MATERIAL WITH MANNING'S ROUGHNESS COEFFICIENT OF 0.012 OR LESS AND\OR THE GOVERNING AGENCY'S SPECIFICATIONS. - - - - - - - - - GRADE BREAKLINE - - ->- >- - ->- SCALE CENTER / FLOW LINE SPOT ELEVATIONS SPOT TYPE GENERALSPOTS T' DESIGNATOR to =TOP OF CURB g =GUTTER OF CURB 1 ep =EDGE OF PAVEMENT [s -10P Of STRUCTURE -SPOT ELCV. 1 Ip -LOW POINT ELEVATION fl =FLOW LINE ELEVATION � x 0000.00 POINT OF SPOT RETAINING WALL SPOTS - ELEVATION tg -TOP OF GRADE Is -BOTTOM OF GRADE I. =TOP OF WALL hp = HIGH POINT ELEVATION SEEDED AREAS SODDED AREAS STABILIZED SLOPES GENERAL NOTES 1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED F ROM AVAILABLE RECORDS AND EXISTING FIELD CONDITIONS WHEN POSSIBLE. THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY HAND DIGGING TEST PITS AT ALL UTILITY CROSSINGS IN ADVANCE OF TRENCHING WI TH ANY MECHANICAL DEVICE. CLEARANCES LESS I' HAN SPECIFIED ON THESE PLANS OR 18"(INCHES) WHICHEVER IS LESS, CONTRACTOR SHALL CONTACT OZARK CIVIL ENGINEERING, INC. 01479,464,B85O P6R TO ANY FURTHER CONSTRUCTION. 2. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED I'O REMAIN, FENCING, TREES, a ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES. (REFER TO DEMOLITION PLAN) 3. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OR REMOVAL OF EXISTING UNDERGROUND UTILITIES SHOWN OR NOT SHOWN AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACT OR SHALL COORDINAI E WITH U UTITY COMPANIES ON ADJUSTING EXISTING UTILITY LINES)AS REQUIRED BY CUT AND FILL AT NO ADDI I ZONAL COST TO TEIE O W NCR. 5. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTI LITIES ON SH'E OR IN RIGHT -OF WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UT'ILI] Y LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND USE OF ANY AND ALL REQUIRED OR NECESSARY SHORING, SHEETING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED ON THIS PROJECT THAT WILL MEET OR EXCEED OSHA, FEDERAL, STAT E AND LOCAL REGULATIONS DURING CONSTRUCTION. OZARK CIVI L ENGINEERING, INC. AND I'HE DEVELOPER AND/OR OWNER ACCEPTS NO RESPONSIBILITY FOR THE CONTRACTORS FAILURE TO COMPLY WE IT THESE REGULATIONS. 7. ALL WORK DONE WITHIN A PUBLIC RIGHT OF WAY OR OTHERWISE NOTED ON THE THESE PLANS SHALL BE CONSTRUCTED TO THE GOVERNING AGENCY'S SPECIFICATIONS. IF ANY WORK DONE IS NOT PROTOTYPICAL OR CONSTRUCTION CANNOT BE ACHIEVED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OZARK CIVIL ENGINEERING, INC. FOR REVIEW AND APPROVAL GRADING 1. SITE GRADING SHALL NOT PROCEED UNTIL APPROPRIATE SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. 2, CONTRACTOR SHALL IMPLEMENT THE SWPPP AND CONSTRUCT ALL EROSION AND SEDIMENTATION CONTROL PRACTICES IN ACCORDANCE WITH THE EROSION CONTROI. PLANS AND CONSTRUCTION SCHEDULE. CONTRACTOR SHALL KEEP THESE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION, 3. AREAS DESIGNAT EDAS PERMANENT (POST CONSTRUCTION) INFILTRATION BMPS SHALL NOT BE COMPACTED DURING SITE GRADING OPERATION. 4. AFTER PERMITS HAVE BEEN OBTAINED& SEDIMENT CONTROL MEASURES INSTALLED, THE CONTRACTOR SHALL GRADE BUILDING PAD&APRONS TOO "-1/2"OF 5UBGRADE 5. CLEA R AN D G RU B AR EA S TO B E F I LL ED, REM ORE TR E E S, VEGETATION ROOTS, OR OTHER DEBRIS, AN D OTH ER MATERIALS THAT WOULD AFFECT THE STABILITY OF THE FILL. 6. EN S U R E TH AT F I LL MAT ERIAL I S F R E E OF BR US H, R U BB I SH, ROC KS, LOGS, STU M PS, BU I LDI NO DEBRI S, AN D OTH ER MATERIALS INAPPROPRIATE FOR CONSTRUCTING STABLE FILLS. 7, DO NOT INCORPORATE FROZEN MATERIAL OR SOFT, MUCK OR HIGHLY COMPRESSIBLE MATERIALS INTO FILL SLOPES. 8. RE EP DI VE RSIONS AN D OTH ER WATER CON VE YAN CE M EAS U R ES F RE E O F SEDI M EN T D U RI N G A ILL PHA SES OF DEVELOPMENT, 9. AL L S LOPES AN D AREAS OI STUR BED BY CON STRUCTIO N, E XCEPT TH OS E OCCU PI ED BY BU I L DI N GS, STR UCTU R ES, OR PAVING SHALL REGRADED SMOOTH AND 4"(INCHES) OF TOPSOIL APPLIED. (REFER TO THE EROSION AND SEDIMENTATION CONTROL DETAIL SHEETS) FOR TOPSOIL AND SEEDING SPECIFICATIONS). 10, PERMANENTLY STABILIZE ALL GRADED AREAS AFTER FINAL GRADING IS COMPLETED ON EACH AREA OF THE GRADING PLAN. APPLY TEMPORARY STABILIZATION MEASURES ON ALL GRADED AREAS WHEN WORK IS TO BE INTERRUPTED OR DELAYED (REFER TO IHE EROSION AND SEDIMENTATION CONTROL DETAIL SHEET(S) FOR TOPSOIL AND SEEDING SPECIFICATIONS). 11. REFER TO GEOTECIINICAL REPORT FOR GENERAL DESCRIPTION OF SOIL STRATAAND INFORMATION ON EXISTING ROCK. DRAINAGE 1, ALL STORM DRAIN PIPES ARE MEASURED. FROM CENTER OF STRUCTURES AND ENO OF FLARED END SECTIONS. 2. STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL ID2221 OR THE GOVERNING AGENCY'S SPECIFICATIONS (REFER TO DETAIL SHEETS) 3, ALL PVC TO REINFORCED CONCRETE PIPE CONNECTIONS SHALL USE RAM-NEK OR OTHER APPROVED EQUAL, AFTER ASSEMBLY, THE REMAINING SPACE SHALL BE GROUTED WITH DENSE CEMENT MORTAR, INSIDE AND OUTSIDE. 7. FRENCH DRAINS SHALL BE INSTALLED IF DIRECTED BY THE GEOTECHNICAL ENGINEER OR AS SHOWN ON PLANS PER DETAIL [D212I OR THE GOVERNING AGENCY S SPECIFICATIONS REFER TO DETAIL SHEETS RETAINING WALLS 1. ALL RETAINING WALL IS) SHALL BE CONSTRUCTED TO EXTENDA MINIMUM OF 6"(INCHES) ABOVE THE TOP OF FINISHED GRADE. UNLESS OTHERWISE SPECIFIED ON THE PLANS ALL RETAINING WALLS) SHALL BE A DESIGN BUILD. WHEN WALL (S) ARE SPEC I F IE D OR P LA INS ARE I NOW DED I N T H E SET TH E CONTRACTOR SHALL PER ER TO THE RETAINING WALL PLAN (S) FOR CONSTRUCTION AND DESIGN SPECIFICATIONS. CONTRACTOR SHALL NOTIFY OZARK CIVIL ENGINEERING, INC. IF RETAINING WALL PLANS DIFFER FROM THIS. x L) C C, _ w 0 0) N h N N � > r < ai O _J w C: Z U Z oo <w W ILL GO Z n7 CO C0 > N KD DO U ° v �* 04� to oa \ 1 *ndo \r \a �W3 W W \ P < Of \ ° ,l 0 6400 Westown Parkway West Des Moines, Iowa 50266 P: 515-226-0128 I..V i O a Q � z U J w ~ U � J � � � J MLLJ KG PROJECT TEAM: RDM: SDM: CPM: z O F- d � N w N z ❑ CD oILL O N NW w H Q ❑ a DATE: 03/15/2017 SHEET NUMBER: C5.0 14 OF 26 17-1209