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X2016-2346 - Misc
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4' : I�nN3nn� - la - - -�- --- No�ivNava �� - ----- -- �s,�a,oss.e a g c n rn 0 n c o v C c = a c Q P Q Z5 0o STANDARD GRADING GUIDELINES GENERAL These Guidelines present the usual and minimum requirements for grading operations observed by R McCarthy Consulting, Inc., (RMC), or its designated representative. No deviation from these guidelines will be allowed, except where specifically superseded in the geotechnical report signed by a registered geotechnical engineer. The placement, spreading, mixing, watering, and compaction of the fills in strict accordance with these guidelines shall be the sole responsibility of the contractor. The construction, excavation, and placement of fill shall be under the direct observation of the geotechnical engineer or any person or persons employed by the licensed geotechnical engineer signing the soils report. If unsatisfactory soil -related conditions exist, the geotechnical engineer shall have the authority to reject the compacted fill ground and, if necessary, excavation equipment will be shut down to permit completion of compaction. Conformance with these specifications will be discussed in the final report issued by the geotechnical engineer. MATERIALS Materials for compacted fill shall consist of materials previously approved by the geotechnical engineer. Fill materials may be excavated from the cut area or imported from other approved sources, and soils from one or more sources may be blended. Fill soils shall be free from organic (vegetation) materials and other unsuitable substances. Normally, the material shall contain no rocks or hard lumps greater than 6 inches in size and shall contain at least 50 percent of material smaller than 1/4 -inch in size. Materials greater than 4 inches in size shall be placed so that they are completely surrounded by compacted fines; no nesting of rocks shall be permitted. No material of a perishable, spongy, or otherwise of an unsuitable nature shall be used in the fill soils. Representative samples of materials to be utilized, as compacted fill shall be analyzed in the laboratory by the geotechnical engineer to determine their physical properties. If any material other than that previously tested is encountered during grading, the appropriate analysis of this material shall be conducted by the geotechnical engineer in a timely manner. PLACING SPREADING AND COMPACTING FILL MATERIAL Soil materials shall be uniformly and evenly processed, spread, watered, and compacted in thin lifts not to exceed 6 inches in thickness. Achievement of a uniformly dense and uniformly moisture conditioned compacted soil layer should be the objective of the equipment operators performing the work for the Owner and Contractor. R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150 Newport Beach, CA 92660 Phone 949-629-2539 When the moisture content of the fill material is below that specified by the geotechnical engineer, water shall be added by the contractor until the moisture content is near optimum as specified. Moisture levels should generally be at optimum moisture content or greater. When the moisture content of the fill material is above that specified by the geotechnical engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is near the specified level. After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to 90 percent of the maximum laboratory density in compliance with ASTM D: 1557 (five layers). Compaction shall be accomplished by acceptable compacting equipment. Equipment shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient passes to obtain the desired density uniformly. GRADING OBSERVATIONS The geotechnical engineer shall observe the fill placement during the course of the grading and/or construction process and will prepare a written report upon completion of grading. The compaction report shall make a statement as to compliance with these guidelines. As a minimum, one density test shall be required for each 2 vertical feet of fill placed, or one for each 1,000 cubic yards of fill, whichever requires the greater number of tests; however, testing should not be limited based on these guidelines and more testing is generally preferable. Processed ground to receive fill, including removal areas such as trenches, slab subgrade or hardscape subgrade, must be observed by the geotechnical engineer and/or engineering geologist prior to fill placement. The contractor shall notify the geotechnical engineer when these areas are ready for observation. UTILITY LINE BACKFILL Utility line backfill beneath and adjacent to structures; beneath pavements; adjacent and parallel to the toe of a slope; and in sloping surfaces steeper than ten horizontal to one vertical (10:1), shall be compacted and tested in accordance with the criteria given in the text of this report. Alternately, relatively self -compacting material may be used. The material specification and method of placement shall be recommended and observed by the soil engineer, and approved by the geotechnical engineer and Building Official before use and prior to backfilling. Utility line backfill in areas other than those stated above are generally subject to similar compaction standards and will require approval by the soil engineer. R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150 Newport Beach, CA 92660 Phone 949-629-2539 The final utility line backfill report from the project soil engineer shall include an approval statement that the backfill is suitable for the intended use. RETAINING WALL SUBDRAINS & AREA DRAINS All retaining wall subdrains should be tied in to approved outlets and shall not be blocked by footings or other trenches for utilities. Area drains should outlet as indicated on the approved plans and drawings. During the grading process and prior to the complete construction of permanent drainage controls, it shall be the responsibility of the contractor to provide good drainage and prevent ponding of water and damage to adjoining properties or to finished work on the site. After the geotechnical engineer has finished observations of the completed grading, no further excavations and/or filling shall be performed without the approval of the geotechnical engineer. R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150 Newport Beach, CA 92660 Phone 949-629-2539 CONSULTING, INC Field Memorandum Client: Alpha Property Development LLC c/o Rhett Tucker Date: March 27, 2017 Project Address: 422 & 424 Carnation Avenue, Newport Beach Project No. 8060-10 Subject: Updated Footing Excavation Observation, Proposed New Residential Construction Peter Anderson of R McCarthy Consulting (RMC) was onsite at the request of the concrete contractor (Mr. Michael A. Anthony) to observe and document the footing excavations for the proposed side-by-side structures at 422 and 424 Carnation Ave. The footings extend the footprint of the proposed structures and include interior and pad footings as well as the attached garages along the rear alley. The footing excavations exposed geotechnically reviewed engineered fill placed during recent grading operations by RMC. The fill material consists of pale brown silty sand with scattered bedrock fragments. The fill was probed and found to be moist and medium dense. The subject footing excavations are considered geologically acceptable for placement of steel and concrete. Any loose material and debris should be removed from the footing excavation prior to pouring concrete. Our services do not include line and grade verification, which is the responsibility of others Respectfully submitted, R McCarthy Consulting, Inc. Peter Anderson CEG 2596 Na 2586 �.+ CERTtFIEn Y ENGINEERING GEOILO R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150 Newport Beach, CA 92660 )(010-;39c pjg acnd;on Avr� ZL lk 0 M1 A � B o � SE nlocERIDGE,I� ' WEST ELEV TION EAST ELEVATION SCALE: iN", IV 90 D KEYNOTES �IbWB1��in;�t_ L CUSS W STANDING SEAM METAL ROOFING: WEST ELEV TION EAST ELEVATION SCALE: iN", IV 90 a �-AND dN I C Kms`'"� ',i;; ••_". OF AO I OUTH ELEVATION Lo N 1fl N 0) LLI Q U ZU o� o�g� z ` 0 s< UELAsa N N UJ .h Z 7�"a n II REVISIONS GOTIDNISEONING i PIAN CHECK CORRECTIONS CHECK AS PIANCHEOK CORRECTIONC A10M ItS S PIAN CHECK CORRECTIONS DN1Bm L, "awn ADJIISTMMENTS ENTS DRAWN BY. W1 CHECI@D DY. 9A DATE 0711tH] JOBp. - 1X8 sNEET A.201 D KEYNOTES L CUSS W STANDING SEAM METAL ROOFING: 0130 BUILDING PAPER MANUFACTURER: CUSTOM- BILT- METALS ICC REPORT NEER 1045HISTALIATION OF ROOFWG SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 2. SMOOTH STUCCO A 1 E 0NLDING PAPER ], I'D METAL POLE a4 a. 42- HIGH GLASS WURORaiI 00 S. METAL SECTIONAL GARAGE DOOR e. METAL CLAD CODES AND WINDOWS IYP. i METALDECORATNESCREEN B. RECESSED TRIANGLEWINCOW e. METAL CRICKET 10. WOOD VENEER- CHARRED BLACK GATOR FINISH (SHOD SWI BAN) GEOMETRIC PATTERN A11. REFLECTIVE METAL VENEER - 12. TEXTURED STUCCO 1S. WOOD VENEER -CHARRED BUCK GAIOft FINISH (SHOD SYGI BAN) PLANKPATTERN GENERALNOTES I. HEIGHTGERTIRCATION IS flEOUIRED. G� a �-AND dN I C Kms`'"� ',i;; ••_". OF AO I OUTH ELEVATION Lo N 1fl N 0) LLI Q U ZU o� o�g� z ` 0 s< UELAsa N N UJ .h Z 7�"a n II REVISIONS GOTIDNISEONING i PIAN CHECK CORRECTIONS CHECK AS PIANCHEOK CORRECTIONC A10M ItS S PIAN CHECK CORRECTIONS DN1Bm L, "awn ADJIISTMMENTS ENTS DRAWN BY. W1 CHECI@D DY. 9A DATE 0711tH] JOBp. - 1X8 sNEET A.201 (D 183.04 81.15 FF' 101.45- ROOF DECK CL"-Lri100 U�i'\nA L : -M10495 IR65\�U ❑ L ❑ N FOUR-SIDED POLYGON THAT MOST CLOSELY APPROXIMATES THE ACTUAL FOOTPRINT OF THE PROPOSED STRUCTURE, PER NEMC 20.30.050A.1. 79.67 Q 105.45' • 4 ��• RIDGE HT 108.81 RIDGE H7 ® ® � -. V FLAT ROOF. :.TOP OF ROOF: 101.75 - • _ _.. .. --- -. u, 700, �. J'24'30'W _-. �.,•: ,:., 71790' •-I (. !- HEIGHT COMPLIANCE PLAN SCALE: 1/8'=1'-0" HEIGHT LIMITS PER NBMC 20.18.030. TABLE 2-2 FLAT ROOF / ELEMENT TOPS: 24'-0" = 105.45' SLOPED ROOF PEAKS (MIN 3:12): 29'-0" = 110.45' POLYGON GRADE PER NBMC 20.30.040.B.2 GRADE POINTS 083.04 @81.15 OO 79.67 ®81.95 (325.8 / 4 =81.45) AVERAGE GRADE=81.45 POLYGON SLOPE PER NBMC 20.30.040.A HIGHEST CORNER ELEVATION: 83.04' LOWEST CORNER ELEVATION: 79.67' DISTANCE BETWEEN HIGHEST AND LOWEST CORNERS: 98' SLOPE: 83.04'- 79.67'= 3.37' 3.37'/98.00'=3.4% SITE PLAN KEYNOTES a ✓f 5 j'/ 1. NEW CONCRETE DRIVEWAY 2. NEW 200 AMP ELECTRICAL PANEL -PROVIDE 3' CLEAR FROM FACE OF ELECTRIC A!F OF (jP.�-Y PANEL TO ANY WALL SURFACE OR OBSTRUCTION. 3. NEWGASMETER 4. NEWACCONDENSERS 5. NEW TANKLESS WATER HEATER PER PLAN 6. NEW TRASH BIN LOCATION 7. NEW FAU ON RACK PER PLAN 8. NEW 42"HIGH MAX FENCE, UNDER SEPARATE PERMIT, SEE CIVIL. 9. NEW 6'-0" HIGH MAX FENCE, UNDER SEPARATE PERMIT, SEE CIVIL. 10. NEW 4'-W WIDE GATE 11. NEW 2'-O' WIDE GATE 12. 36° BOX PARKWAY TREE, WESTERN REDBUD (CERCIS OCCIDENTALIS), APPROV, MUNICIPAL OPERATION DEPARTMENT REQUIRED. 88.25' T.W. MAX. 88.25' T.W. MAX. 87.78' T.W. MAX. 84.27' T.W. MAX.