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HomeMy WebLinkAbout4678 CAMPUS DR_OFFICE COMMERCIAL BUILDING4678 Campus Dr CO�RCIAL/INDUSTRIAL ZONING CORREC0,11S r Telephone: (714) 644-3200 . enia Garcia, Associate Plan er . arc Myers, Associ/ate Planner Date: ��'��2 �%�7 Address: Plan Check No: 191, _�� By:Christy Teague, Associate Planner Districting Map No. Description of Project: Zone\General Plan Land Use //,7'/- Proposed Use Corrections Required: / Legal Description: Lot Block Section TractT9 Resubdivision required to combine lots or portions of lots when construction or alterations are in excess of $20,480. Front Remarks Covenant required. Please have owner's signature notarized on the attached document and return to me. Lot Size/Tenant Sq. Footage_ �_ 6 Required Setbacks Side, Left Side Rear /_Q..//7��� FAR WORKSHEET Lot area (site area sq.ft.): sq.ft. Base Development Allocation (BDA): comet sq.ft. [0.5 x site area sq.ft., unless otherwise specified in Land Use Element] FAR permitted, with/without variance: (A) Comm I res pkq Square footage permitted: comm res pkg sq.ft. [(A) x site area sq.ft.] PROPOSED DEVELOPMENT: (C) Base FAR use sq.ft. Sq.ft. (D) Reduced FAR use sq.ft. sq.ft. (E) Maximum FAR use sq.ft. sq.ft. (F) TOTAL SQ.FT. [C+D+E) sq.ft. PROPOSED FAR: [ F + site area sq.ft. ] PROPOSED WEIGHTED DEVELOPMENT: FAR Use Category Weighting Factor Weighted Sq.Ft. (G) (H) ( G x H ) sq.ft. Base X 1.00 sq.ft. sq.ft. Reduced X 1.67 sq.ft. sq.ft. Maximum X 0.50 sq.ft. TOTAL WEIGHTED SQ.FT.(May not exceed BDA) Provide tissue overlay of calculations to verify provided square footage. Parking (Indicate number of stalls provided) Total On -Site Parking Required 5::� Provided Dimension building height as measured from natural grade to midpoint and maximum ridge roof height Show natural grade line on all elevations Show all rooftop mechanical equipment and dimension from grade directly below. Indicate location of trash containers on site plan. 0 0 `' Floor Plan fully dimensioned showing all room uses. Plot Plan fully dimensioned showing location of all buildings, fences, etc. in relation to the property line. Fair Share Contribution San Joaquin Hills Transportation Corridor Fee SPECIAL APPROVAL REQUIRED THROUGH: Please indicate any discretionary approval numbers on the plans and incorporate the attached; excerpt of minutes and list of findings and conditions into the blueline drawings approval letter into the blueline drawings Modifications Committee: Indicate Approval No. on Bluelines Modification required for Planning Commission/City Council: Use Permit: No. Variance: No. Resubdivision/Tract: No. Site Plan eview: No. Amendment: Other Public Works: Easement/Encroachment Permit Subdivision Engineer Traffic Engineer Approval of Landscape Plans Building Department: Grading Engineer Parks Department: Approval of Landscape Plans Coastal Development Permits: Approval In Concept (AIC) No. (Note: File 3 sets of plans: site, floor, and elevations) Coastal Development Permit: No. Effective Date: Waiver/Exemption: No. Effective date: REMARKS: NOTE: It is the responsibility of the applicant to circulate his plans and obtain the necessary approvals from the departments checked above. If you have questions regarding your application, please contact me at (714) 644- 3200. r0M$\C%N-l0N.00R Rev. 7/93 �1i 0 CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 PLANNINGDF.PARTMENT (714) 644-3200 SPECIALTY FOOD SERVICE PERMIT July 6, 1995 Application No: 33 Applicant: Newport Retail Partners Address of Property Involved: 4678 Campus Drive, Suite E Legal Description: Lot 19, Tract No. 5169 Request to permit the establishment of a specialty food service use on property located in the M-1-A District. The Planning Department on July 6, 1995, approved the application subject to the following conditions: 1. That development shall be in substantial conformance with the approved site plan, floor plan and elevation, except as noted in the following conditions. 2. That maximum seating and/or stand-up counter space for no more than 20 customers shall be maintained. inside_(and/ocoutside),the_subject_specialty food use. Any further -increase -in the number of seating and/or stand-up counter space for customers shall be subject to the approval of a use permit. 3. That trash receptacles for patrons shall be conveniently located both inside and outside of the proposed facility. 4. That trash generated by the business shall be screened from view from adjoining properties except when placed for pick-up by refuse collection agencies. 5. That the hours of operation shall be limited between the hours of 6:00 a.m. and 12:00 midnight. 6. That no outside paging system shall be utilized in conjunction with this specialty food establishment. 3300 Newport Boulevard, Newport Beach July 7,1995 Page - 2 7. That should this business be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current owner or the leasing company. 8. That no on -sale alcoholic beverages shall be permitted on the premises. 9. That no live entertainment or dancing shall be permitted in conjunction with the permitted use. 10. That no temporary "sandwich" signs or similar temporary signs shall be permitted, either on -site or off -site, to advertise the specialty food establishment. 11. That kitchen exhaust fans shall be designed to control smoke and odor to the satisfaction of the Building Department. 12. That where grease may be introduced into the drainage systems, grease interceptors shall be installed on all fixtures as required by the Uniform Plumbing Code, unless otherwise approved by the Building Department and the Utilities Department. 13. That the approval of this specialty food permit is valid only in conjunction with the approval of Amendment No. 821, and the passing of the related 30-day effective period. 14. That the Planning Department may add to or modify conditions of approval to this specialty food service permit, or recommend to the Planning Commission or City Council the revocation of this permit upon a determination that the operation which is the subject of this approval causes injury, or is detrimental to the health, safety, peace, morals, comfort, or general welfare of the community. The Planning Department determined in this case that the proposal would not be detrimental to persons, property or improvements in the neighborhood and that the specialty food services permit as approved would be consistent with the legislative intent of Title 20 of the Newport Beach Municipal Code, and made the following findings: 1. That the proposed specialty food service is retail in nature, serving mainly persons residing or working in the neighborhood, maintains a gross floor area of 2,000 sq.ft. or less, and is not necessarily a destination point. It is anticipated that the proposed use will have parking demand characteristics similar to a retail use. 2. That the proposed development is consistent with the Land Use Element of the General Plan, and is compatible with the surrounding land uses. 3. That the required number of off-street parking spaces exist for the proposed specialty food establishment as required by Chapter 20.72 of the Municipal Code. July 7,1995 Page - 3 4. That the approval of Specialty Food Service Permit No. 33 will not, under the circumstances of this case, be detrimental to the health, safety, peace, morals, comfort, and general welfare of the city. NOTE: This approval shall expire unless exercised within 24 months from the end of the appeal period, and cannot be extended. The decision of the Planning Department may be appealed by the applicant to the Planning Commission within 14 days of the date of the decision. Any appeal filed shall be accompanied by a Ming fee of 3$ 99.00. PLANNING DEPARTMENT JAMES D. BEWICKER, Director By �M'1( o, 0,41,111m Dana Aslami Associate Planner DA:dk COORCIAL/INDUSTRIAL ZONING CORREANS nalEa„kipn= f-7-74 �ne_3200 _ Plan Check No: �6 q,ASp e1p,<,r� By:Christy Teague, Associate Planner BV:Marc 'Planner By: DatAddress:'��p Districting Map No.c!�5__Description of Project:—' Zone\General Plan Land Use Proposed Use + Correct/ions Required: ((p2t / ?�7 ^ / Legal Description: Lot �� Block Section Tract `��'/6 9 Resubdivision required to combine lots or portions of lots when construction or alterations are in excess of $20,480. _,rdii Covenant required. Please have owner's signature notarized on the attached document and return to me. -11- Lot Size/Tenant Sq. Footage 20, IIt 3 �P � Required Setbacks / 1 r F r r I Left Side d Rear �1 er Al 1-4, -41X AedJAII J A� /Ll�l�vv�+� &Afi1 � YYt/W .�(tAI.�! _� !�/'�- "177� U X. WORM) Lot area (site area sq.ft.): �/ 4 sq.ft. Base Development Allocation (BDA): /0, *-4 (r. 5 comet sq.ft. (0.5 x site area sq.ft., unless otherwise specified in Land Use Element) FAR permitted, with/without variance: (A) , 5/1,.. K res pkg Square footage permitted: comet res pkq sq.ft. [(A) x site area sq.ft.- - PROPOSED DEVELOPMENT: (C) Base FAR use sq.ft. /P Z23 Sq.ft. (D) Reduced FAR use sq.ft. i` sq.ft. (E) Maximum FAR use sq.ft. 0 sq.ft. (F) TOTAL SQ.FT. [C+D+E) % zy 3 sq.ft. PROPOSED FAR: .�%6 [ F + site area sq.ft. ) PROPOSED WEIGHTED DEVELOPMENT: FAR Use Category Weighting Factor Weighted Sq.Ft. (G) (H) ( G x H ) sq.ft. Base X 1.00 sq.ft. sq.ft. Reduced X 1.67 sq.ft. sq.ft. Maximum X 0.50 sq.ft. ED SQ.FT (May not exge�ld BDA) ? • f lri►� i` d 1.S overlay of calculations to verify provided square footage. Parking (Indicate number of stalls provided) /ZS04, GZZ 3^%zTO� Z4.f=26 Tota On-S' te,PPaar4ing Required 2S Provided 1,5" 1 Di ns on ild�ingg height LLas meal red from natural grade to midpoint and maxwmmumtridge roof height 70 SR1Sw Y�atural grade line on all elevations rooft mecha ical equipment and d' nsion from grade directly be locat n of trash containers on site plan. • 0 -/ Floor Plan fully dimensioned show4ng all room uses.CyC� dtfl/ Plot Plan ful y di oJWAcation of all buildings, fences, etc. in /��-reloV Qgvr*y line. pI air Share Contribution l ~4& 0i_ �.PL � '4' A "4"4j '4 f-Aig w 0004 VW vWW-- •-, , wm� —. San Joaquin Hills Transportation Corridor Fee it :t em/d6 3.03 X.ro2t3 = IsLe!i4a`. fort J., f .0 F1 *j5 (3(03:1 Please indicate any discretionary approval numbers on the plans and incorporate the attached; excerpt of minutes and list of findings and conditions into the blueline drawings approval letter into the blueline drawings Modifications Committee: Indicate Approval No. on Sluelines Modification required for Planninc Commission/City Council: Use Permit: No. Variance: No. Resubdivision/Tract: No. Site Plan Review: No, Amendment: No. Other A roachment Permit i��i✓12� GLG 7�ZDYyC C Unit- Ido{{siaAt Engineer n need Landscape Plans Plan K"-tov.A) Coastal Development Permits: Approval In Concept (AIC) No. (Note: File 3 sets of plans: site, floor, and elevations) Coastal Development Permit: No. Effective Date: Waiver/Exemption: No. Effective date: 0NOT It is the responsibility of the applicant to circulate his plans and ob in the necessary approvals from the departments checked above. if you e questions regarding your application, please contact me at (714) 644- 3200. i09B.S\C0W-z0H.00R MV. 7/95 n. FAIR 'SHARE FEE MEMO DATE: lm I r• k S TO: Rich Edmonton, Traffic Engineer FROM: Marc Myers ,Associate Planner Please provide a Fair Share Fee for d- >16 . — located at f-61-r �JiAto ,2Lruc A Traffic Study No.'/" - was approved on Other approvals: This project — is _ is not in plan check.. Other comments: a� -ti o •Io• October 17, 1995 TO: MARC MYERS Associate Planner FROM: RICHARD EDMONSTON Traffic Engineer SUBJECT: FAIR SHARE FEE FOR RETAIL PROJECT AT 4678 CAMPUS DRIVE There is no Fair Share Fee for this project. The former use was a service station with six fueling positions. A comparison of the trip generation rates for the two uses indicates that the retail project will result in a trip reduction. The 6223 s.f. of retail is expected to generate 249 ADT. The service station, with a 50% reduction for pass -by trips would have generated 524 ADT. Please contact me if you have any questions about the fee calculation. 4RM D Traffic E 4676 Campus Suite Area Use Permit Seats NPA Tenant? Notes A 1,200 eating/drinking SF 34 20 N/A Starbucks Specialty Food, no floor plan on file with Planning B 1,456 eating/drinking SF 35 20 N/A bagel place Specialty Food, no floor plan on file with Planning C 1,232 retail N/A 0 N/A ? D 1,036 retail N/A 0 N/A ? - E 1,292 eating/drinking PDUP 25 6 100 Tony Maroni's Take out, limited - floor plan on file Total 6,216 Parking ratio: 1/250 Parking required: 25 Notes: Parking is rounded up to the nearest whole number. 11250 is a retail parking ratio. SF - Specialty food category that no longer exists - existing operations fine, no expansion of seats or area is allowed PDUP - Planning Director Use Permit Xampbell Page 1 05/06/2002 $ 6 1-8 CAlr� PV S vR su rcE-s A- c SITE PLAN / MONUMENT SIGN LOCATIONS 4-I r orth Handicap Code Sign (page 11) , C i Monument Sign (Par 4) -Handicap Y Sign 1) �J 10 41, ` r WI Shops at MacArthur & Cam ps nvnEaan�1�N�, oa Planning & Design e of aePrepared for Boueteton Development onBin*s . � � . Newpore eesdi, tx . »o �s� - oati i t�ndsRenorn Page 3 of 11 TENANT SUITE NUMBER & INFORMATION SIGN I. EACHTENANTMUSTINSTALLASUITENUMBMASASSIGNEDBYMB ANDLORD, TO THE RIGHT OF THE ENTRY DOOR. THESE NUMBERS MUST BE WHITE VINYL MACHNE-CUTNUMBERS.SIXINCHES{s}INHEIGHT UTILIZING HELVETICABOLD. THE NUMBERSARE TOBEINSTALLED AS DEPICTED IN ILLUSTRATION BELOW. 2 THERE SHALLBENOSANDWICHBOARDS OR17REESTANDINGSIGNSPERMITTED IN THE COMMON AREAS INCLUDING, BUT NOT LIMITED TO SIDEWALKS, DRIVE- WAYS, LANDSCAPING, PARKING STALLS AND BUILDING APRONS. 3. THERE SHALL BE NO SIGNS, BANNERS. PENNANTS, BALLOONS OR WINDOW PAINTING PERMITTED ON OR IN FRONT OF BAY DOORS. 4. EACHTENANT ISALLOWED ONE (1) INFOILMATIONSIGNATTHEENTRYTOTHEIR STORE. THE COPY FOR THIS SIGN IS LIMITED TO STORE NAME & PERTINENT BUSINESS INFORMATION SUCH AS STORE HOURS, TELEPHONE NUMBERS, EMER- GENCY INFORMATION OR OTHER BUSINESS INSTRUCTION. SEE ILLUSTRATION BELOW. TENANT 5(JITE NUMBER TO BE WHITE HIGH PERFORMANCE VINYL IN PROJECT TYPE STYLE BELVE71CA BOLD, 6' IN HT:, APPLIED AS DEPICTED, SURE TENANT ENTRY INFORMATION SI N TO BE WHITE HIGH PERFORMANCE VINYL IN THE PROJECT TYPE STYLE H ELVETICA BOLD. STORE NAME TO BE V INHT. - ALL OTHER !'-D• INFO. TO HAVE LETTER HT. OF ! 3'-6• TM � Shops at MacArthur &, C . IS �ur��ER�aa� Planning &❑ e s i g n City of Newport Beach, ornia aeon &mh &. Sta 9M . NN"µ MBaw i, VA .7ta 757 -0411 Prepared for Bourebfon Development ernr+.cafiwm Page 9 of ii I1-29-95 04:41PM FROM RIERSON-DUFF TO 6443318 P002/002 R ALDING: SHELL BUILDING M02400, BEACH 1 7 RD ARCHITECTURE :.AND PLANNING INTERIORS V — -=-- PARKING PROVIDED RIERSON-DUFF, INC. /� M'� U s .—� 17772 E. 17TH STREET SUITE 104 C H.• - 1 - 17' X 19' HANDICAPPED SPACE TUSTIN, CALIFORNIA 92680 24 - 8'6 X 17' STANDARD SPACE 714/ 731-1140 FAX:.714/ 731-1090 v I S.C.E. EASEMENT. NEW 24" BOX "BRISBANE BOX" TREE WI TH ROOT BARRIER z / EXISTING � �t ,, �� ���� SITE PLAN NOTES k1` SIGN.\ .• r j ' �' �� ` �/ GREASETRAPS W 0 ASPHALT PAVING - SEE CIVIL DRAWINGS & GEOTECHNICAL REPORT - - °� ! vv - TRANS _ j- °� 2. LANDSCAPE AREA -SEE LANDSCAPE &IRRIGATION PLANS v if 1 i"I � 1`--' • N ' t /�i ��,R � r 3. DRIVE APPROACH - SEE CIVIL DRAWINGS Q 4. CONCRETE CURB - SEE CIVIL DRAWINGS D i ti Q ti �"• `,t'Q?� ttt' _� �' -� S * 5. 6" THICK CONCRETE SLAB ® APPROACH W/#4 REBAR ® 24" O.C. EA. WAY 6. 4" THICK CONCRETE WALK WITH SCOPED JOINTS ®3'-0" O.C. AND 15 ©/ �� / LIGHT BROOM FINISH i � � Q" '�/ �' � 7. CAR OVERHANG T - �� 8. 4" WIDE PAINTED WHITE PARKING STALLS STRIPES PER CITY OF NEWPORT BEACH STANDARDS A6 9. WHITE PAINTED TRAFFIC DIRECTIONAL ARROWS 1 \56' - 0,. 7 A6 4 _ --- _ PAINTED STRIPES ® 24" O.C. - _ 1 17. 0•' , ` a 10. 8'-0" WIDE "VAN ACCESSIBLE" STRIPPED AREA WITH 3" WIDE BLUE £r , _`, - _ _ - - - 1 ' a `' `• 11. DISABLED PARKING SIGN ON WALL ® +36" 1 6� 1 4 4 12. PUBLIC UTILITY EASEMENT j�� 13. EXISTING PUBLIC SIDEWALK (N.I.C.) 14, ELECTRICAL SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS 15. HANDICAP PARKING SIGN FOR TOW AWAY WARNING s / END WALL 16. VINE POCKE PER LANDSCAPE DRAWINGS H=3.5' 4 1 I- o t . • FIRE tob'615� DETECTOR CHECK & BACKFLOW DEVICE - SEE SPRINKLER DRAWINGS j 4; y'- �I E ✓ �7 , .f 7 \ib rn I t% Q p r�1GI,�% R NKL R RISER - ly 19. WATER METER - SEE PLUMBING DRAWINGS 20. AREA DRAINS - SEE CIVIL DRAWINGS co 21., GAS METER - (FUTURE) 22. CONCRETE WHEEL STOP . y 23. ROOF ACCESS LADDER rt C-5665 �r N� 4/30/97 Q RE�NEWNL O2� H � Z � W N n. w x U l< U W -j .J 0O W o Q W rn L0 w::) C o00 0 _> 2 Z L0 Ln co N Z � o Q � t� p J ., m REVISIONS CONSTR. BID PLAN CHECK DRAWN 09-08-95 JOB NO. 95-14 SHEET NAME SITE PLAN -4 I a .. �j•_�, ri: �- - �f, 4_� _ J MtIHL UtCK IHIVVt T /o A5 . m EQ. EQ. RIERSON—DUFF, INC. 4 PREFORMED METAL ROOFING AT DOME 17772 E. I7TH STREET SUITE 104 ^ n c� I TUSTIN, CALIFORNIA 92680 !� �O T .� Yi 5 ROOF DRAIN SUMP 714/ 731-1140 FAX: 714/ 731-1090 T .s,—.—.—.—.----- — — %` .� �• •------------- •—•—•---------- I 6 ROOF ACCESS LADDER AND COVER > DEG. 17' —10" T.S. 20'-0" T.W. C-): C:)-/ 00 s I M M ..N eD � N � �Dj N c 00 - � I CA bo CA UNIT A �N ,a I. 1,300.63 S.F. 9 $ I I I UNIT B 3 EG. 6 EG i 7 CAP FLASHING TYPICAL — PAINTED —' � 8 24HDS600 METAL STUDS AND 16" O.C. 9 STEEL COLUMN — SEE STRUCTURAL DRAWINGS N 10 2 x 6 WOOD STUDS — SEE STRUCTURAL DRAWINGS 11 STOREFRONT SYSTEM — SEE ELEVATIONS AND DETAILS 12 ELEC. EQUIP. — SEE ELECTRICAL DRAWINGS 00 � 13 5/8" TYPE "X" GYP.BD.THIS SIDE ONLY 14 5/8" TYPE "X" GYP.BD. TO BE INSTALLED —.�. i IN THE FUTURE AS PART OF TENANT IMPROVEMENTS 15 LINE OF CANOPY ABOVE ® 16 FIRE SPRINKLER RISER — SEE FIRE SPRINKLER DWGS, M co 1 A500 C-5665 4/30/97 RENEWAL DATE N IL w X U J W CL J ro O) Ld 00 Wor 0 Z d v 00 � Q O m i i cr cc CC Lu U F=- a . z o o W W LL U cra 0 o J � � Q 3 5 I— cl) m uj z r, , fi. P P 6 tEP �19g5��� FTReviisions'l- - z ? °� LU J m I. M j Q z O Q W J ac > a� w 41 c� 01 LU z z Im. �- :I- J li ac Z a a a J G. Cc W a; z O ga m pV Date Scale , Drawn G�5 Project 95=80 Sheet L- 3� of 'Sheets] Larae� eau, bvYgv / " k, Mf�IN t1'.i� � /' • bpU7WIPl� 4% B9 GY !�- it�t1 N? 9 Tvv�� TVRIErXA`LL' � yy z fvf Fir 5?rm OPponITlr SIC55 CT-- tow WwSFt bt~Aa3 li Nth ?i�+ Saws wt 6FOHM Si.tpo. INSTALL STREET TREES -- -PER LOCAL GOVERNING oWaV4 .V m X1 WWI AGENCY STANDARDS "rim of#m Tom OKI, TREE GUYING DETAIL �'�' ---tee rtxrrmy I. X VIA_8AW L — PLANTING NOTES MIN. TREE STAKING LANDSCAPE CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO;SUBMITTING HIS BID AND PRIOR TO STARTING CONSTRUCTION. IF ANY DISCREPANCIES EXIST THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEVER, UTILITY AND WATER MAIN LINES PRIOR TO PLANTING. " LANDSCAPE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COSTS INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. THE LANDSCAPE CONTRACTOR SHALL INSTALL PLANT MATERIAL IN ACCORDANCE WITH DETAILS. DRAWINGS AND SPECIFICATIONS. PLANT LIST SHALL BE USED AS A GUIDELINE ONLY: LANDSCAPE CONTRACTOR TO VERIFY SIZES AND QUANTITIES BY PLAN CHECK. ALL SPECIMENS(24• BOX AND OVER) SHALL ,BE SELECTED IN THE FIELD BY LANDSCAPE ARCHITECT. FINAL LOCATIONS ON SITE SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY BE REQUIRED TO BE PLANTED PRIOR TO CONSTRUCTION. REMOVE STAKES AND TRELLIS FROM ALL VINES AND SECURE TO WALLS WITH PLASTIC TABS AND TIES AND/OR MASONRY NAILS. TURF AND SHRUB AREAS SHALL BE SEPARATED _8Y A 4' SHOVEL CUT. HEIGHT OF PALM TREES NOTED ON PLAN REPRESENTS THE HEIGHT OF 13ROWN TRUNK UNLESS OTHERWISE NOTED. SYMBOL BOTANICAL NAME COMMON NAME REMARKS SIZE QUAN TREES �� c�=� ���,�- JS G► low l� � .�1 � �J. !mil I�r SHRUBS. JAB. iz- Ivs_- Isi Mir- �I Ion o � I�1. - ��► ICI Q HC> - f-r L fJlJ .�,� L�"'� Iv G,r:�IiJ VINES GROUNDCO VER, TURF 0 Revisions a . I- Z 0 Z W 0m a O my J JIm= W•Qav > W Haa Lu ` m o cc Z J ulO CL W � cc W = z ga O �a m 0 v Date Scale Drawnt qi5 G Project Sheet L- 4 of Sheets f GENERAL GRADING SPECIFICATIONS , . . - , . GENERAL - :, REQUIRED INSPECTIONS ,' DDCUMENTAT!ON ... , a - - - - ' 1 ALL WORK SHALL CONFORM TO CHAPTER iS OF THE NEWPORT BEACH1 A PRE -GRADING MEETING SHALL BE SCHEDULED '48 HOURS PRIOR TO a AN AS -BUILT GRADING PLAN SMALL BE PREPARED BY THE CML`: - 4 THE SOILS ENGINEER SHALL SUBMIT THE PROJECTS ,' - - - MUNICIPAL CODE (NBMC). THE PROJECT SOILS REPORT AND SPECIAL START OF GRADING WRM THE FOLLOWING, PEOPLE PRESENT: OWNER. ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, - STRUCTURAL SECTION RECOMMENDATIONS) TO THE BUILDING 13 - THE BUILDING DEPARTMENT WILL GIVE 'A FINAL RELEASE _ _ -c _ - REQUREMENTS .OF THE PERMIT. • GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, AS -GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS DEPARTMENT, BASED ON THE FINAL •R' VALUE S) AND 'WHEN THE FOLLOWING HAS BEEN APPROVED: ` GEOLOGIST, CITY GRADING ENGINEER, OR THEIR REPRESENTATIVES. AND LOCATIONS. AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE, TRAFFIC INDEX(ES), FOR APPROVAL PRIOR TO ( - A) DESIGN CML ENGINEER'S CERTIFICATION OF LINE - - - '� - ' 2 OUST SHALL BE CONTROLLED BY WATERING ANO/OR PALLIATIVE. ' , REQUIRED FIELD INSPECTIONS WILL BE OUTLINED, AT THE MEETING. . DRAINAGE FACILITIES. - HE SHALL PROVIDE WRITTEN APPROVAL _ ESTABLISHMENT OF'FIN L SUBGRADE ELEVATIONS. )) OIL GRADE. - - _ n . ' C) BUILDING DE ARTMES ENGINEER'S NPS FIELD INSPECTION (IF _ - - r _ THAT THE WORK WAS DONE IN ACCOROrWCE WITH THE FINAL APPROVED - - 1 - n • • " 3 SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING' - 2 A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR - - GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR 5 .. "SUBGRADE SHALL BE COMPACTED �TO A MINIMUM OF 90% NECESSARY, THE PAVEMENT SMALL SHALL BE WATER TESTED TO - _ � - U A N I i T 1 S _ - TIiE-CONSTRUCTKM! PERIOD. - START OF THE SUBGRADE PREPARATION FOR THE PAVING WITH THE . F6L MOVED DURING THE OPERATION. _ RELATIVE COMPACTION, AND UNYIELDING PRIOR TO VERIFY PROPER DRAHiAGE). - EARTHWORK PROJECT DATA t - - FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN PLACEMENT OF AGGREGATE BASE: APPROVED BY THE SOILS I - - - H - 4 WORK HOURS ARE LIMITED FROM 7:00 PM TO 6:30 PM MONDAY' CIVIL ENGINEER, SOUS ENGINEER, CITY GRADING ENGINEER OR 2 A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINFFR,' ENGINEER, AND THE DESIGN CIVIL ENGINEER. 14 "FAILURE TO REQUEST INSPECTIONS AT THE APPROPRIATE - _ ` ,' THROUGH FRIDAY;, 8:00 AM TO 6:00 PM SATURDAYS, AND NO WORK _ ' • .THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE - _ INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS,' HARE WILL RESULT IN FORFEITURE OF THE CONSTRUCTION , I ` 'y T-- r ` ON SUMAAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. - OUTLINED AT THE MEETING. .. . SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER 6 - PGGREGATE [SSE SMALL CONFORM TO PROV61ON5 FOR - ' ' ' SITE CLEANUP DEPOSIT. 1. _ - I SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING "UNTREATED BASE AS STATED IN THE CURRENT EDITION OF : � I "` /� r--) '3 -•' 5 NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED - _ GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE . THE STANDARD SPECIFICATION FOR PUBLIC WORKS - � CUT T L O C U . Y D S . LAND AREA 20,492. b29 S.F. t - _ ' PER SECTION 10728 OF THE NBMC. GRADING- FILLS/CUTS - SOILS ENG'NEERING INVESTIGATION REPORT. HE SHALL PROVIDE I - - I - : -CONSTRUCTION. - . . . - WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE FILL I O C U . Y D S . BUILDING AREA 6, 223 S.F. 8 THE STAMPED SET OF APPROVED PLANS SHILL BE'ON THE JC SITE 1 GRADA� SLOPES SHALL BE NO STEEPER THAN 21 HORIZONTAL TO i- . . INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE. WITH THE 7 AGGREGATE BASE PLACEMENT SHALL BE APPROVED BY THE � . - AT ALL TIMES' _ - VERTICAL. : - JOB SPECIFICATIONS. - SOILS ENGINEER PERTINENT TO COMPACTION, MINIMUM OF � - .7 PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING ANO 95% RELATIVE COMPACTION; AND CONFORMANCE TO DESIGN - � - F.A.R. 3O. 49 % PROTECTING UTIIRES. _ 2 FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT 3 A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING, THICKNESS(ES) PRIOR TO PLACEMENT OF ASPHALT CONCRETE. - - PARKING REQUIRED 4 - SPACES '.,COMPACTION OUT TO THE FINISHED SURFACE. GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF _ THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED. DURING THE - g q PRIME COAT MAY BE REQUIRED EA' THE BlNL01NG _ i - A - 8 APPROVED' DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST 3'ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 , . -GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS ' I DEPARTMENT PRIOR TO PLACEMENT OF ASPHALT CONCRETE PER 1000 S.F. - .USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING - PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST ,INCORPORATED IN THE APPROVED GRADING PLAN. ME SHALL IF REQUIRED, THE SURFACE OF THE UNTREATED AGGREGATE EXPORT 31 3 C U . Y D S - 25 - SPACES • I OPERATIOMt - - - - METHOD 1557, AND APPROVED 8Y THE SOILS ENGINEER. COMPACTION PROVIDE WRRTEN'APPROVAL AS TO THE ADEOVACY OF THE SITE FOR . - BASE SHALL BE COATED WITH 0.25 GAL/SQ-YD OF SC-70 OR - - - iESIS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN THE INTENDER. USE AS AFFECTED BY GEOLOGIC FACTORS, - SC-250 LIQUID ASPHALT, - - _ � - A a, - - 9 CESSPOOLS AND SEPDC TANKS SHALL BE ABANDONED IN COMPLIANCE - VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE � � ' ' - - _ ,BARKING PROVIDED WITH THE UNIFORM'PLUMBMG CODE PAID APPROVED BY THE BUILDING OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. ' '9 , TACK COAT AND ASPHALT CONCRETE SHALL CONFORM TO x W'- _ r PROVISIONS AS STATED IN THE CURRENT EDITION OF THE -- , 4 AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION PAVING NOTES . � STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. . _ � - �7' X I9' HANDICAPPED SPACE 10 HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE AND DEBRIS, SCARIFIED AND APPROVEO BY THE SOILS ENGINEER � -' ` _ APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL pJt10R TO -PLACING Of THE FILL . " ,10 PLACEMENT OF ASPHALT CONCRETE SHALL BE INSPECTED AND � - _ I - - CONFORM WITH CHAPTER t5 OF THE NBMC. - - -- 1 A PRE -PAVING MEETING SHALL BE REQUIRED AT THE SITE MPROVED BY EITHER A REPRESENTATM: Of THE SOUS _ ' i. v " - - 5 FILLS SHALL BE KEYE1, GR BENCHEO_INTO COMPETENT MATERW.. PRIOR TO THE COMMENCEMENT OF. ANY PAVING WORK WITH THE ENGINEER OR A OUAUnED PAVEMENT INSPECTION - 24 - H 6 X 17' STANDARD SPACE - - 11 POSITIVE ORAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR,' - SPECIALIST; RELEVANT TO EOUIPMENT USED, TEMPERATURE - AND SLOPE _AREAS. 8-ALL EXISTING FILLS SHALL, BE APPROVED BY THE SOILS ENGINEER DESIGN CIVIL ENGINEER, SOILS -ENGINEER. BUILDING OF LOADS -AND DEPTH OF DENSIFIED ASPHALT CONCRETE. - e .,,�. - OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. OFFICIAL OR THEIR REPRESENTATIVES. - - 25 TOTAL SPACES - - - _ 12 FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION - - - _ CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SHALL 7 ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED 2, ALL TRENCH BACKFILLS SHALL 8E COMPACTED THROUGHOUT TO , I1 AN EMULSION -AGGREGATE SLURRY MAY BE REQUIRED BY THE _ ""'_ )- , ' ;, RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSI OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE $OILS _ A MINIMUM OF 90% RELATIVE COMPASS, AND APPROVED BY BUILDING DEPARTMENT AND THE COAT SHALL CONFORM TO THE - - - LANDSCAPE AREA 4,534.E S.F. ENGINEER, THE SOILS ENGINEER PRIOR TO SUBGRADE PREPARATION. PROVISIONS AS STATED IN THE STANDARD SPECIFICATION ._ - 13 ALL -PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ADS FOR PUBLIC WORKS CONSTRUCTION _ - � 23.59 . - _ PLASTIC AND EITHER ASTM 2751. ASTM 1527, ASTM 01527, 9 THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE 3 . THE PLRMITTEE OR HIS AGENT SHALL NOTIFY THE BUILDING _ . ASTM D3134 OR ASTM 01785. - _ FIELD FOR LINES AND GRADE. - DEPARTMENT WHEN THE PAVING OPERATION IS READY FOR 12 -STRIPING SHALL CONFORM TO PROVISIONS AS STATED IN THE - ? - ' ' - EACH OF THE FOLLOWING INSPECTIONS. CURRENT EDITION OF STANDARD SPECIFICATION FOR PUBLIC ZONING APF - 14 NO PAINT, PLASTER, CEMENT, SOIL. MORTAR OR OTHER RESIDUE 70 All TRENCH BACKFlLLS SHALLBE COMPACTED THROUGHOUT TO A A) INITIAL INSPECTION. WHEN THE PERMITTEE IS READY WORKS CONSTRUCTION. , . . SHALL BE ALLOWED TO ENTER STREETS. CURBS, GUTTERS OR STORM - MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY TO BEGIN WORK, BUT NOT LESS THAN TWO DAYS BEFORE OCCUPANCY 8-2 (RETAIL) DRAINS. ALL MATERIAL- AND WASTE SHALL BE REMOVED FROM THE THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE ANY GRADING COMMENCES. - - SITE,- NBMC 17.32.020 CORING OF CONCRETE FLAT WORN PLACED OVER UNTESTED BACKFlLLS B) SUBGRADE INSPECTION. AFTER THE SOIL SURFACE HAS - - - . " - ' , ' � TO FACILITATE TESTING, BEEN COMPACTED, TESTED, UNE AND GRADE I CONSTRUCTION V-N I ESTABLISHED, BUT PRIOR TO AGGREGATE BASE - T .EROSION CONTROL PLACEMENT. 11 THE STOCKPILING OF EXCESS MATERIAL SHELL BE APPROVED BY THE - _ •1 C), AGGREGATE BASE INSPECTION. PETER THE AGGREGATE - TYPE f, 1 TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 CRY GRADING ENGINEER. BASE HAS BEEN COMPACTED; TESTED. LINE AND GRADE - ^'��' TO MAY 15. ESTABLISHED, Bur PRIOR TO ASPHALT CONCRETE [)RIVE - - ---'- 1. ALLOWABLE AREA V-N .A . � -1. - - - .- ,2 LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE PLACEMENT. _ I': „.,� - 2 EROSION CONTROL SHALL RE AVAILABLE ON SITE BETWEEN OCTOBER WITH CHAPTER IS OF THE NBMC. D) FINAL INSPECTION. AFTER RECEIPT OF LINE AND - , ' - 15 AND MAY IS GRADE CERTIFICATION BY THE #SIGN CML ENGINEER S - ---' - BASIC8,000 S-F. . 13 ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER AND REPORTED BY THE SOILS ENGINEER. -.�'. 3 BETWEEN OCTOBER 15 AND MAY 15. EROSION' CONTROL MEASURES GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY CAMPU- 0 SHALL BE IN PUKE AT THE END OF EACH WORKING DAY WHENEVER STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY f�ACTUAL AREA 6,250 S.F. (OK) _ - ' - THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING I GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE - I N _ " � - - THE REMAINDER OF THE YEAR, THEY SHALL BE IN PUCE AT THE END ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY "___� - - L _ - OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY TREATMENT TO THE CRY GRADING ENGINEER FOR APPROVAL - . EXCEEDS 50 PERCENT. �� 0 17 THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS - - 4 LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL. WORK � DURING GRADING. � - - � _' � I - . - . � - - � CONSTRUCTION NOTES COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE - - I - •" CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS 18 NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF I�� - - _ cr /T\ L % m m WAVED BY THE CRY GRADING ENGINEER. ' ' FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE - _ _ a) 1- GL � L() SOILS ENGINEER, THE ENGINEERING GEOLOGIST, OF THE TESTING .� � . W /T\ `^ / 1 5 TEMPORARY DESILTING BASINS, WHEN REQUIRED. SHALL BE AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE - - _ - O CONST. 3 A.C. OVER 4' BASE IN PARKING AREAS a) Vl `J INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES S - • - C �• m o) - - REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN OF - - PER SOILS REPORT PREPARED BY NORCAL ENGINEERING, Z Y_ � � I - - - - THE GRADING WORK AND i0 THE CITY GRADI EER - RECOMMENDATIONS FOR CORRECTIVE M IF NECESSARY, SHALL - ' - BE SUBMITTED TO THE CITYf,RADINO ENGINEER FOR APPROVAL - DATED A(JG. 15, 1995. .. I � CONST. 3" A.C. OVER 4" BASE IN DRIVE AREAS PER LLLI COO ~ y>1 SOILS REPORT PREPARED BY NORCAL ENGINEERING, J (� mC ~ 00 " '�.- . ' 0� 42 DATED AUG. 15,1995 Q _ G 2 r M C7 -�' �G� 30 CONST. 3.5" A.C. OVER 5" BASE FOR TRASH Z D Q W Q - 44 0 PICK UP AREA PER SOILS REPORT PREPARED BY NORCAL = �� N n Q11 0 - ENGINEERING, DATED AUG. 15, 1995. m U r Q ~ W /, I / \ CA- h1 O 00 `J CONST. 4" P.C.C. TRASH PAD OVER 4.5 BASE. O Z (DO '' t OD Q101 �pQ V •� b 5Q 8" BLOCK WALL. H= 6' PER ARCHITECTURAL DRAWINGS J i I � CI �' 1� 0 FS o 45.68 FS _ 42 o� `�, `) " 0 456 6.28' 9� ©CONST. DRIVE APPROACH CITY OF NEWPORT BEACH p by G-B 0. >z. STD-161-L. R=15' S.C.E. EASEMENT �' 1 Q7 erg• GF r, I tlz °1. I A ' 0y> 1G 6.29 TC 18 ( CONST. LANDSCAPE DRAINS. 8" X 8" WIDE L� r .c' N G,B. - 45.7G9 AG, CIDQ ��� 41 C/8 �1 1x� a .1 ��� \N c66CR 10 S ®CONST. 4" PVC SDR-35 PIPE /Q, , 26 1 N5$6 I- �g �pG 0 13.31' `��j 9� CONST 12" DRAIN INLET - ALHAMBRA FOUNDRY A2012 �� kF . S. o -; 9' p,0 ti<) 26.0 q, ° ? OR EQUIVALENT. I kD. �N1' 0 4. , N0' g_4.59 b� 1 6.50 TIC 1� Q. / OXi xC P L - 18 � t '' C) 6.00 A" ,; pQ F ) iO CONST. 8" PVC SDR-35 PIPE PppR i I A B Fc 3'1 i t 1p.00' R MP1 U�J z v� I s gl^ -I-- A Y� cep 6 45 g I QEQ 1 11 CONST. 12 X 12 SUMP DRAIN, 6" DEEP. USE ALHAMBRA SEwE tx1 T ti 13 E N' 1 IN Q� FOUNDRY A2012 OR EQUIVALENT. - F^ 134 g4 19 .Il ` yo g 0� 1 .PIG, a� Gi 9 r v Q t'0 I % 5F -' - _ . 4 1133' ro i \ 3.5 qc / t I 6 c 22 ' �A LT 00' i �� -\G rr- / 12 CON-T. 6" P.C.C. CURB, TYPE "!i' PER CITY OF O I o R j/ �1: 19 O PG� ' 15$ PG NEWPORT BEACH, STD-182-L. 1 a��1 27 �'' O 123 Z / It _� �/ �� - y / / i , �5 1 ON �\ 1 13 NOEWPORT BEACH, STD g182 PL. (NO GUTTER) " PER CITY OF - r._ a � / Q ; t N1^ ^�. - ,1 1' 31.16' 4 -RAMS J 24 1q�L t 7 ~ 3 �� / 1 4 CONST. HANDICAP SIGN PER SIGNAGE PROGRAM 1 : �- S I G CA& I `- 75.54' 15 CONST. 4" P.C.C. SIDEWALK, SCRIBE AS SHOWN. - �4.35' � . I l7_-I.OL_-Ol_�II 1. • p6 \ I LANDSCAPE BURNT / 16 CONST. 4" P.C.C. SIDEWALK. IIiI 1 I \(SEE LANDSCAPE .. ^�AI -lIk�l�I I 0) \lk\ . , '--.-.-ytI """_"- _,�_I�iI!!:I � ,S .pew �.4- -�. _3I _.d__-�s_. __� QI /I �� / / / TI r . � "I \_ \ I PLANS) I I 17 CONST. CONC. WHEEL STOP. 14 ( \ ► \ I _ 1 I \ 1 l' 1 18 CONST. CI EAN OUT FOR 8" PVC DRAIN PIPE. ;� - . - -_1T - 4i I I i `--_.__.. - .501 C J I \\ / 19 CONST. CLEAN OUT FOR 4" PVC DRAIN PIPE. ¢ ! - - _ - - - - _ I PG 0° 1 I I �0 CONST. IRRIGATION CONTROLLER PER LANDSCAPE PLANS _ 3 3j Jp 7 - _ _ - - - F' �� tKb o i i 2 _ _ ro PG 1k� I 21 CONST 2" WATER SERVICE PER CITY OF NEWPORT BEACH , \ - - - - - O j N . po 1 i / 1 STD-503-L. c \�-J /jry �5 �.X�:�( I I j - _ bA0 P 1 146 1 4 �C' / 144 / OZ VAPOR RECOVER SYSTEM BY OTHERS S 7� 2 J ! �� 11 F \ 8 _ J -1 . lb 4�' 1�� o II I / I 23 GREASETRAPS PER PLUMBING PLAN. S�s� 1 tk1 - I I . I ® GAS METERS i . , c L U) l I Li 13 I - -mot I Q O5 CONST. DOUBLE CHHECK BACKFLOW PREVENTION ASSEMBLY 16 I __I' I I - - I I / PER CITY OF NEWPORT BEACH STD-512-L END WALL 11 I N H=3.5' I �' -1� II 2 f I i 6 CONST. SEWER CONNECTION PER CITY OF NEWPORT BEACH o i _ I -�� I f 1 1` /I o� s I 1 STD-405-L TYPE „A„ ua I6 F�' - - - - - ��l -!� - _ �! 4 A ; 1/ ! 41 Cjv 7 SODNST4.Q6SEWER IA T ERAL PER CITY OF NEWPORT BEACH _ i�-� 4 F5 i 8 COSNT. 4 FIRE SERVICE W/ POP-UP INDICATOR- " = o _ i - I I �roSh PG \` . i /, }1I o / CONNECT TO WATER MAIN PER CITY OF NEWPORT BEACH z1-.1.. _II .I, : II �II I ..� 1_I.I�. ,'I� .- � .. 1. ��--�. ., ..-I II I .7-- ,.­.Isp1 ,I, ­ I " .I� I ..I,_'" .I �. �.� l� .��I " I,�I --, _�­..�'.IIII II . ..�T-_. 4 o - J' p� 1 1 O Yr �` 12 I o S7D-507-L. _/, ,At_ ��x �-. jI-� I /UI �1 ,::9 . /� I/ - 20 8' 20" ) � -7 33 I 'J `A _ I I I / 29 CORE CURB FOR PRIVATE DRAIN PER CITY OF NEWPORT D 4 1 J T , I / Of BEACH STD-184-L Q ' T �I �� i I jJ� I / 40 PROTECT EXIST. RETAINING WALL 2 G Q - O 25 1Nv _ /i 7 •8 15.50' ' - \ , i` I / 4 •A,. 1 • - - - _ - I TYP. 7 13 < 43 41 PROTECT EXIST. SIDEWALK. 7 __---- � - -1- I -43' DRAIN GRATE 0) 2 ' - i •'1• .0 ` 1' 1 ARP. 42 PROTECT EXIST. CABINETS AND VAULTS SWALE DETAIL t '. A (VIP) t - - - - - - - / I I I . 0 I1 PG Rj i I .911, I �jL .. (NOT TO SCALE) • 1 0 I --- " / P.U.E. 1 43 PROTECT EXIST. SIGNS. �( 0 ` "'r i I , pie. 3; / `� pa�V 4�3 Q'" �� O �Gi 44 PLACE SANDBAGS AROUND PROJECT PERIMETER ON STREET SIDES • - �' Y 1 L"If x i 6`?° X, g T w 4 �� O TO PROVIDE ON -SITE EROSION CONTROL. \ r 4 7 O 1 / 4b; \ j 5 P a h 48�62' , IN 1p .\\ N . > .39 T o / / ,: tK k , 56.00' _ _ _ 1 }- , i AG � 4 . 4� Z UNAUTHORIZED CHANGES AND USES _ ed f 3.5' e o; 6. _ 1 5 0" .BASE 8g O O END WALL " - i - - %/ - / 1 19' '' ' 22 31 P�AC ASPHALT CONCRETE BCR BEGIN CURB RETURN CAUTION: THE PRIVATE ENGINEER PREPARING THESE PLANS WILL - ;,` ' H_5, -o `*.,� - - - - - - I 19. , Aj 0 �, U ''/ BDW BEGIN DRIVE WAY �';-- _ i p a - �?k ( NOT BE RESPONSIBLE FOR, UNAUTHORIZED CHANGES TO OR USE OF % BW BACK OF WALK v- %. - 8 ,x1, u� cv / K THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING J I CB CATCH BASIN ���y s` . *4 h i 1 1 C I 1` (:j i o ^a � 1'3p. CF CURB FACE AND MUST BE APPROVED BY THE PREPARER OF THESE 'PLANS. i aApP f I d a �/ (F) C/L CENTER LINE . 46.74' T.C. � % T I tK / p•77 1 rvlo/ 3 N 6 ECR END CURB RETURN �./ T 4 p / 13 1 EDW LO DRIVE WAY ENGINEERING NOTE TO CONTRACTOR / `� I �/CF 6.p / �52.0 T FL FLONi LINE 4.00' �-�, / %' , - ;�- i 4 FS FINISH SURFACE ` / 25 F� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, - .. / - V L_ % -1 / i 4 N - INV. INVERT �6 t I ,3 ; o� r 0 / PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 0 1 15'S0' v _II FS 4 �% o PERT. PERPENDICULAR BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF GUR �> � P/L PROPERTY LINE 49.14' i �� � �' f _ t � Q� � 4. � ' \G � D TRAD. RADIAL KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON • T.C. _ % _ F I o Q iF o 91 PA -\� / / TC TOP OF CURB THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL _ } �V1?k�'S°r I N L �� i �' 13 . TG TOP OF GRATE AND HORIZONTAL LOCATION AND SIZE OF OF ANY 44.51' TC p �> ,�'. - �__ v � GI PUBLIC OR PRIVATE UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR 52.02' C _ Oe� Ida :� "1 jG 4` F / wM WATER METER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR TOP S/W CNR. 4�� jF�_ I 4� 34 i �C 22 THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS - OF WALL i ; i �� 47tg0 _ __ o- o e� . / 0000 BACKFLOW PREVENTION ASSEMBLY PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY F,ND THAT - , - - _ - 7 40 45.55' 48.70'T.C. . �, I rr, 28 THIS REQUIREMENT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 10" BLOCK WALL S 2j__��` "� sQ EXISTING TREE TO REMAIN WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFYIIIIIIIIIIIII 1. I . �/ (;�l ��I- . . I .). � ,II I ,- . ,. I 1. . 43'27" � `O 47-- 0 - n I v AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL E o LIABILITY', REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE ' 119.09, . I1• 4» kArER r •I1- EXISTING TREE TO BE REMOVED OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE . , - . - 1 X 14 ICI / SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. _t . 48.30' , 2S' co 3 2" $pW gCR aI NORT4 .. - , - � - - - ; ' S �\ 1 - _ SCALE : 1" = 10'-O„ AL $ NEW 4" X " RIS ANE BOX EE END W L � 2 BO 8 B TR . : . .' .. - ,. -H = .TCt3.7 ^� sr6. �17 C 23 WITH ROOT BARRIER 11 �j. 1 - - t -- - . + I. 8 21 f - . • 25 - . - - , , °. - 2. - -. 0' - - , rn . . . - , D R ARCHITECTURE LAND PLANNING INTERIORS RIERSON-DUFF, INC. 17772 E. 17TH STREET SUITE 104 TUSTIN, CALIFORNIA 92680 714/ 731-1140 FAX: 714/ 731-1090 C-5665 4/30/97 06 = T- Cfl 0 Y a-() WN ZCCH :EQ Yd �M amo UU ao T 0:D _j U �L0 ZCW QO �Q �� ��W m IU) OCA �� woo JX ZZ] W = �� I! LLL �Wa U °� wo (1) > cr r0 �U) z ui q i CLM qlqo 0 UJLo M(N cr) U. �r,�. vJ Q Lo c�W�00 ;; Q uj N. ❑ zQ co cy) co Z m i ® O I Lo W �'' tic v oc > iz �•J CC ui J Q F_ !'� 1141 W V ca O () Cc O rQ❑ LL s 00. U Q U Z co Q uj rr W W - CC U Q. Z REVISIONS CONSTR. BID PLAN CHECK DRAWN 08-03-95 JOB NO. 95-14 . SHEET NAME GRADE PLAN SHEET NO, A-1 OF SHEETS