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Home My WebLink AboutZ-9043 Map 1m' 1 \ TIE TO EXISTING _ R330.00� SIDEWALK CC S7, _47'� E VALLEY RANCH COURT 'a 8' BRICK LC79.56 - - - COLUMN CONSTRUCT - - CONCRETE APRON CONSTRUCT 5' HIC RAM I � (TYPICAL) SIDEWALK HC RAMP /TVCIrAI' BEGIN VJO(--)I_) FENCE G WOOD rRl`;(\I-v FFNCF . RETAININ WAI �I II II 10 0) 0 M w 0) M M cM O ng 8' BRICK COLUMN y----- ----- � � L �O '1CiT B m M KEYPAD ° e 2.22' °- --�---C�------ --C 6' DECORATIVE ° N GATED ENTRANCE \6' BRICK REMOTE n ° FENCE ° FENCE 6' BRICK/ ❑ GATED o �6' BRICKTRAA T 5z.001 / FENCE ENTRANCE ° ° N E ° TRACT A 6' D - ,DI I c METAL FENCE 15, 26' ° IIIIIIII ❑ 10.5 24' 10.5' 15.16' 1 e. 45' FFE=294.50� ---- 9' I 15' 45' 14 17 I� 8 W Io FFE = 289.70 5' I PROVIDE < J " DRIVEWAY CUT I FFE = 290.30 f- - - - - U I _ I Ig „' CURB & GUTTER (TYPICAL) U i Ur >, _ I Z I FIFE = 294.50 - v Ui ' 15' 10.5' W (( I - - _ ' - - - 13 U J FFE = 289.70 Q 1.00, 41.0 J ZI CL II r: u� in W` it 15 16 o ;IM II FIFE = 290.30 FIFE = 290.30 II �y � 24' � I 3ow' FFE = 292.50 i ): v w II I I Ul Ll --- 1 _ "i...:. Co I I I I Ia I w o I U) U- I FIFE= 288.20 ❑ w w0 Zo .o �p YS 5 N z� a QO u� I FFE=292.50E---- U II \\ I FFE = 288.20 N S 86' 43' 03' a - 77.00' -N S4 '. .. ---- - - 9.83' (O CONSTRUCT -- - - 6" CURB L - l 0 25.05' CONSTRUCT 6" CURB III II It it 1 7.5' T5' I 7.5' 7.5' 2 . 2' I I I I I II I I 6 L---- ---_ J II ' _ _- III II II II 7 8 L III II II III FFE = 290.30 FEE = 290.30 FIFE = 289.30 E = 289.30 II g 10 I II I I ii II FFE = 288.00 FFE = 287.00 I I t L Itllllllll II Iillllllll N N86°46'21 RETAINI - 1 6' WOOD - IT PRIVACY FENCE 167.239 � o00 s� Ln COO �IT) o N Ix Q 0� zw I N86043'03"W 163,67' EGMENTAL RETAINING G' WOOD ✓ACYFENCE SITE & GRADING PLAN GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 2. WARRANT`A/DISCLAIMER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER THOMAS ENGINEERING COMPANY, INC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE. 3. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON I OR NEAR THE CONSTRUCTION SITE. 4. ALL SLOPES TO B GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THIS SHEET. 5. REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III. 6. ALL. STORM DRAIN INES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED WITH CRUSHED ST E. 7. ENGINEER'S NOTICII TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 8. FWISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE STRUCTURES. FOR FINISH GRADING, CON ACTOR SHALL INSTALL TOPSOIL AND CONCRETE STRUCTURES TO NISHED GRADE AS INDICATED ON THIS SHEET. 9. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE. 10. THE GRADING CONTRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL DRAINAGE BOXES DURING CONSTRUCTION TO CONTROL EROSION AND S!_TATION OF THE SITE. 11. ALL DIMENSIONS RE SHOWN TO THE BACK OF CURB. 12. CONCRETE RESIDE TIAL DRIVES SHALL BE POURED DURING BUILDING CONSTRUCTION AND ARE NOT PART 0 THIS CONTRACT. CITY OF LITTLE ROCK CIVIL ENGINEERING COMMENTS: 1.A GRADING PERMIT MUST BE OBTAINED PRIOR TO THE INITIATION OF WORK. PERMITS MAY BE ACOUIRED FROM THE PUBLIC WORKS DEPARTMENT AT 701 WEST MARKHAM STREET AFTER APPROVAL OF EROSION CONTROL PLAN. CONTACT VINCE FLORIANI AT 371-4817 WITH AN QUESTIONS. 2.HALILING OF FILL MATERIAL ON OR OFFSITE OVER MUNICIPAL STREETS AND ROADS RECUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT PUBLIC WORKS TRAFFIC ENGINEERING AT 621 S. BROADWAY, 379-1805 (TRAVIS HERBNER) FOR MORE INFORMATION, 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MEL HALL (501-590-7465) FOR INSPECTION OF ALL WORK IN THE RIGHT-OF-WAY. 4.AT THE COMPLETION AND ACCEPTANCE OF THE WORK IN THE RIGHT-OF-WAY, THE CONTRACTOR SHALL SUBMIT A ONE (1) YEAR MAINTENANCE BOND FOR 50 PERCENT OF THE TOTAL COST CF IMPROVEMENTS IN THE RIGHT-OF-WAY AND EASEMENTS. ALSO, PROVIDE AS -BUILT DRAWINGS OF INSTALLED INFRASTRUCTURE. 5.CONTACT MEL HALL, PUBLIC WORKS CIVIL ENGINEERING, AT 918-7465 FOR ON -SITE CLARIFICATION OF GRADING PERMIT REQUIREMENTS PRIOR TO COMMENCING WORK. &TRACKING OF MUD IS NOT PERMITTED ON CITY STREETS. THE CONTRACTOR IS SUBJECT TO FINES AND STOD WORK PENALTIES FOR VIOLATION OF THIS ORDINANCE. 7.AN'! WORK INVOLVING ONE OR MORE ACRES OF DISTURBED AREA REQUIRES A STATE NPIIES PERMIT PRI R TO GRADING PLAN APPROVAL. CONTACT THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY, NPDES BRANCH AT 682-0744 FOR APPLICATIONS AND INFORMATION ABOUT GENERAL PERMIT #ARR150000. BALL. EROSION CONTROL FEATURES MUST BE INSTALLED AND MAINTAINED UNTIL THE SITE IS STABILIZED. 9. ALL DISTURBED AREAS MUST BE VEGETATED WITHIN 21 DAYS AFTER CONSTRUCTION IS COMPLETE F171 GRAPHIC SCALE m 40 ( IN FEET ) i inch - 20 fL '�•SARAI __�AS REGISTERED PROFESSIONAL ENGINEER 'yo No.11643 �0 '•:qS R. u j, REVISED 1 IJ30/15 - ADDED BLDG 17 THOMAS ENGINEERING COMPANY 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72118 TEL: 501-753-4463 FAX: 501-753-6814 L APPROVED SCALE 1- = 2( SITE PLAN 9-114/S RANCH WEST VILLAS TILE OCK, ARKANSAS DRAWN BY DATE SHEET NO. TRP B 24 15 2 OF 10