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CITY OF SANTA ANA <br />Planning +ORgM}1&I,pg Ag cy <br />ro <br />oz_ <br />(E) CHAINDNK FENCE HP FL �i (E) CI-IAINUNK FENCE <br />SE-6 ... f� o S .S. _-61 <br />S=2.0 0 5=2.07. <br />T7 <br />0 <br />F/7 <br />1 10.5 44 <br />l <br />2.0%' 5.0% 5.0% 2.0% <br />B MIN �o MIN. A MIN. MIN. B <br />`V ,000 F. Cc- <br />Cn <br />)0 W <br />w <br />.. . <br />:> <br />` . <br />�. <br />I u <br />u <br />oa <br />�. N <br />8a R <br />• I _ u 10 5 0 10 <br />'. ' •' SCALE IN FEET <br />>... 1 inch = 10 ft. <br />4LLI <br />:..:. <br />o SE-6 <br />m iii. �`` . • : Gj ��� <br />'...• .. 5.0% i <br />(E) <br />5E=6. <br />J <br />(E) BUILDING 5.0% a 1 <br />t f O o <br />...-, <br />o.. <br />w. <br />• p . ` <br />i =.===_===_ <br />---------= <br />_.._..—.._.._.._..—.._. .. _.._..1. .,.,.: :�,:.:.,....:.�.:..:.' .. :�.: __________--_.._.._.._.._.._.._.._..—.._.._ <br />o ---------- Ex. Block <br />__________________________T=== ________ _____________________________-_--_----------------------- __ _---- _------------------------------ - wall <br />- ------------- ----------------------------------- <br />0 <br />0 <br />N <br />(SE-7) <br />C/L HUCKLEBERRY RD. <br />------------------------------------------------------------------------------ <br />BEST MANAGEMENT PRACTICES CONSTRUCTION NOTES <br />SE-6: PLACE GRAVEL BAG BERM BMP PER CASQA STANDARDS. <br />SE-7: IMPLEMENT STREET SWEEPING AND VACUUMING BMP PER CASQA STANDARDS. <br />WM-8: IMPLEMENT CONCRETE WASHOUT AREA PER CASQA STANDARDS. DETAIL HEREON. <br />WM-9: SANITARY/SEPTIC WASTE MANAGEMENT PER CASQA STANDARDS. <br />TWO 2 BA GS HEI GH T <br />TWO (2) BAGS WIDE <br />FINISH GRADE FINISH GRADE <br />SECTION A —A A <br />SE-6: GRAVEL BAGS DETAIL <br />NITS <br />GRAVEL BAG 10 MIL. <br />10' min. PLASTIC LINING <br />O O __'7 <br />GRAVEL BAG <br />Ld <br />> Bcy B <br />0 BERM <br />O O O O SECTION B-B <br />LATH & FLAGGING ON <br />ALL SIDES <br />(WATERPROOFED) <br />WM-8: CONCRETE WASHOUT AREA <br />NTS <br />P/L <br />(E) CHAINLINK <br />FL <br />SECTION A -A <br />SCALE: 1' = 10' <br />P/L <br />10.544.5' <br />7.5 (N) ADU - <br />FLO LINE FLOWLINE <br />2.07' 5•0% 5.0 <br />8" MIN. <br />SECTION B-B <br />SCALE: 1' = 10' <br />P/L <br />5.0' <br />5' <br />2.0% <br />MIN. <br />Ex. Block <br />wall <br />Planning & Building Agency <br />Building and Safety Division <br />20 Civic Center Plaza DETACHED ADU - <br />P.O. Box 1988 (M-19) GRADING PERMIT EXEMPTION <br />Santa Ana, CA 92702 CHECKLIST <br />(714)-647-5WO <br />www.santa-ana.org <br />-P <br />PCC-16 <br />THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. <br />Instructions: In order to qualify for the grading permit exemption for detached Accessory <br />Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall <br />complete all sections, check all boxes and sign the certification section below. A copy of this <br />checklist shall be attached to each of TWO sets of plans. If answering NO to anyof the <br />questions, a grading plan and permit shall be required. <br />Project Address: 2717 Huckleberry Rd, Unit #2 Santa Ana, CA 92706 <br />Yes No <br />1 [K., ❑ I have verified that the project address is NOT located on a FEMA designated <br />flood zone (Zone A or AE). <br />I have provided two sets of site drainage plans that is stamped, signed and <br />2• fXl n dated by a California professional civil engineer, to be submitted with the <br />building submittal package_ <br />3 M F:j I have calculated the total amount of soil being cut or filled on this project is less <br />than 50 cubic yards. <br />The site drainage plans include the following, but not limited to, location of all <br />4 M n existing and proposed structures, property lines, right-of-way lines, and <br />easements, including dimensions and setbacks; drainage slopes and flow <br />patterns, drainage systems such as swales, french drains, water collection <br />and disposal systems, etc. <br />5 M n 1 have designed drainage such that surface water flows away from buildings and <br />adjoining property lines, in accordance with all applicable codes. <br />I have designed grading such that it will not adversely affect the adjoining <br />properties. <br />I have designed the grade to fall not fewer than 6 inches within the first 10 feet <br />from the foundation walls except where lot lines, walls, slopes or other physical <br />7. M n barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swales <br />to ensure drainage away from the buildings. Any impervious surfaces within 10 <br />feet of the building foundation are sloped not less than 2 percent away from the <br />_building. <br />I will provide a final certification letter stating that the grades were constructed <br />$ ❑ per the approved site drainage plan, and will submit this certification letter to the <br />building inspector prior to final inspection. <br />I certify under penalty of perjury under the laws of the State of California that the above is true: <br />Print Name- Micheal Phillips Signature: <br />Licensed Number: C68338 Date: 03/07/2025 <br />Phone Number: (714) 200-8617 Email Address: mike@phillipsconsulting.us <br />REV:11/10/2020 <br />Page 1 of 1 <br />Aproved <br />FOR PEqMIT ISSUANJE <br />Master ID: <br />Date: , <br />PROJECT ADDRESS <br />STAMP <br />Q�rw ESS/o <br />411,'LC014v yFy�, <br />W <br />rl <br />\�t\ C 683 38. /*/ <br />PLAN CHECK # <br />NO: I DATE I REVISIONS <br />SHEET DESCRIPTION <br />DRAINAGE <br />PLAN <br />DATE: 3i7i25 <br />SCALE: AS INDICATED <br />DESIGNER: N/A <br />JOB NO: 2436 <br />r•�� IrrT <br />DR-1 <br />