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Home My WebLink About16-031 Map 2e EXISTING DETENTK)N BASIN SITE & GRADING PLAN470.00 \ GENERAL NOTES i 470.00 " `�`-- �° I I \ \ �! / I I I I / \\� '\ / 1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSAR, 70 PROPERTYAVOID DG. \ \ 7 470 W / / i J I I I I I I .. - \/\/ CONSTRUCTION PHASESOFTADJACENT OFTH SPROJECT. THE RCONTRACT R WILL BE HELU \ \ SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES B 471.30 OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. ,\ I I' I 12. WARRANTY/DISCLAIMER 463.55 / \ ` I I // THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH �I 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 I ?6e I 7� ` A,,`\ WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE \ I SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL \ _ \ I / INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A ' BLDG. �9� I V A \ I I I I V CONTEMPORARY BASIS AT THE SITE. V a13o \ I /, / 3. SAFETY NOTICE TO CONTRACTOR FIFE 9 } ' ' \ \ \ ` I a I I i // I I IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, _ j CONTRMIE 4 _. \ \ I I /. - / THE CONTRACTOR WILL BE SOLELY AND COMPLFTELv PESPONSIBLE cOR \\ CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL 469 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. I I coNCRrE �\ \ \ I I ' I I I I/ 1 THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION I I ^ I / � PE a1.ro A) 47 52 4711AY REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO / 1.1 \\ .r� �/ 1 1 INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY 4j0\ \\,'.. � :\ r\ I I I II I ' I I I �/ \ / MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. 470.74 ,o A' `� I 4. ALL SLOPES TO BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE l 471.50 �471.e4 � INDICATED ON THIS SHEET. 5. REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III. n1.oe / I 1472110\ \ � NCRETE \ I� v `� A A \ \ �- 6. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL HE BACK FILLED j 472.00 72 47124 ,` �Q /� V A \ \ WITH CRUSHED STONE. I CONGER ETE - \\ 471.80\\ FL \ \ \ \ coNRF�TE RY� ) / 7. ENGINEER'S NOTICE TO CONTRACTOR Es �' \ \� \ \ • \\ \ \ `� \ \ \ \ \ `_ THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION I I I I 1 FFEa73.00 \ \ \\ \ \ \/\� \ \ \ �, - / BASED ONLEVATION RECORDSOOFETHEnVARI VANG RIOUSTIES AS SHOWN UTILITY COMPANIES AND,EWHE ES IS FIRE `� \ \p F6j, \ / 1 \ •\ \ _ POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT I III II FFE=73.00 47tos \\ _ 1 O� /� 1 1 ` `\ \ \ \ \ TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST APPROPRIATECALL THE EXCAVATIONTO REQU REQUEST ACT FIELDTILITY LOCATIONS LEASTNY AT 4BEFORE8 HOURS LOCATIONSOFUTILITIES. TANY SHALL \ f, \ \ BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UnLITIEI BLDG. v/ I I I111 I I O BLDG: _ 'a l\ \ \ \, \ \ \ \ '\ \ ` ON THE SPLANS. WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN 472,40 • \ / IIIr �111 I P \\\ 8. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED I \ \ \ \ STRUCTURES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS N �r .� '� \ / `\ \ \ \ \\ \ OTHERWISE SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW MA , I I I I FL 7 r FOR DEPTHS OF TOPSOIL AND CONCRETE STRUCTURES. FOR FINISH 472 / \. \ \`�, GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRETE III FFE = 73.60 FIFE = 73.50 I �/ \\\ \ \ � \ �. � \ STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET. I I I I � a 73.50^ I � \ � \ 9. GRADE TO DRAIN AWAY FROM BUILDING A7 MINIMUM 1% SLOPE. I I cSTRUCTI low old' oHCRETE ` - -- \' ...\ \ \ \ \ \ 10. THE GRADING CONTRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL FLUME I 47Z90 (TYPE A) , \ \ \ \ \ DRAINAGE BOXES DURING CONSTRUCTION TO CONTROL EROSION AND I - \, A SILTATION OF THE SITE. JI I 472.00 473.301 473.07� xa FFE=72.50 FFE74.00 7 \ 11. ALL DIMENSIONS ARE JWN TO ii, BACK OF C Rb. I � aa3.osf ax�'..\.. I I III IIII \ 473.25 . - _ _ _. 473.17 \\\\ \ III � A III \ \ _ BLDG. FLCONEETE ! FFE = 72.50 r _ \ (TYPE A) I I I BLDG. FIRE = 76.00 ' B R G 1 \ ns.e0 S BLDG. 1 FEE 7 .00 S I � , �I I� BLDG. I I I I _. - THOMAS Tlieill- ENGINEERING COMPANY GRAPHIC SCALE ( IN FEET ) 1 inch = 30 [L REGI RED PROPESSIONAL GINEER ; ti0 No .11643 qS R. P so" is GRADING PLAN CHENAL KANIS STORAGE PHASE 4 APPROVED 1DRAWN BY 3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72116 1 ITRP _ TEL: 501-753-4463 FAX: 501-753-6814 SCALE 1' = 30' DATE 6/24/16 2-5/C-9 SHEET NO. 3 0