Holland Derrick Oden

PRECISE GRADING AND DRAINAGE PLAN FOR 6486 APPLE CREEK DRIVE PARADISE, CA 95969 1- 80 0DI G TE SS COUNTY OF PARADISE LOCATED IN THE STATE OF CALIFORNIA ALL RESPONSIBILITY FOR ADEQUACY OF DESIGN REMAINS WITH THE DESIGN ENGINEER. THE COUNTY OF RIVERSIDE. IN REVIEWING AND RELEASING PLANS FOR CONSTRUCTION. ASSUMES NO RESPONSIBILITY FOR ADEQUACY OR ACCURACY OF DESIGN. CALL- FOR LOCATES PRIOR TO ANY EXCAVATION To the best of our knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. GTCE is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. ’ ’ ’ ’ ’ ’ ” ’ ’ PROPOSED DRIVEWAY PROPOSED CAR PARKING PROPOSED HOUSE SIL P) (TY CE EN TF 33' FFE 1986.50 PROPOSED POOL 9 19 0 3.0 EL 9 19 0 3.0 SIL P) (TY CE EN TF ING GRADING LIMITS D GRA ITS LIM EL 0 20 0 6.0 .00 EL 20 10 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF PARADISE, STATE OF CALIFORNIA 86' PROPOSED DRIVEWAY EL PRECISE GRADING PLAN 43' PROPOSED HOUSE FFE 1985.80 0 9.0 PROPOSED DRIVEWAY LOT 03, BOOK 155, PAGE 50 7 19 PROPOSED DRIVEWAY EL 652 EX-1 PROPOSED DRIVEWAY PROPOSED CAR PARKING PROPOSED HOUSE AI DR GE NA 33' PROPOSED POOL T. M ES EL 9 19 0 3.0 EL 9 19 0 3.0 PRECISE DRAINAGE PLAN PROPOSED DRIVEWAY 86' LOT 03, BOOK 155, PAGE 50 PROPOSED DRIVEWAY AI DR GE NA T. M ES EL 0 20 0 6.0 .00 EL 20 10 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF PARADISE, STATE OF CALIFORNIA LEGEND PROPERTY LINE CONTOURS DIRECTION OF FLOW DRAINAGE AREA BOUNDARY . - DRAINAGE AREA -DRAINAGE AREA IN ACRES 43' PROPOSED HOUSE 0 9.0 DRAINAGE ESMT. . 7 19 PROPOSED DRIVEWAY EL B 0.98 IN 0.08 3 AC 0.88 CFS - FLOW FOR DRAINAGE AREA IN CFS DRA C 2.74 CI TY 0.128 AC Note: The swale flow will work effectively according to the flow analysis calculations. No adverse impact is present with the proposed development. Note: Estimated Qcapacity=34.82 cfs TO 1.20 CFS