Scan to Public Drive
Attachment B Expanded Parking Lot Project Plans
Marymount California University 6-Month Review of the Expanded Parking Lot Project
February 18, 2014 City Council Meeting Attachment 2B-1
file path and name: P:\962401
Marymount College\Construclion Drawings\MASTER SITE.DWG
Ro9f111SSen & Associates erpressly reserws its common law, oopyrighl and other flllperly righls in these plans. These plans ore ool to be reprOOoced, cOOIJl:led or copied in 0111 manrier or form nor CR they to be assigned lo a third party 1ilhoul first obtaining written permission and consent of Rosmusse11 & Associates. In the everrt of the unauthorized reuse of these pkms by a third party, the third party shal hold Rasmussen & Associctes harmless. These drawings, ilcluding the designs incarporoled herein, are instn.nenls of professiinol service prepared for use il cooneclion 11lh the project ~entiTied hereon t11der the conditions existil'I] on dole sho111 in title block. !it,y use, in whole ar in part, for any other project without written aulhoriz ~ ;u ~ ~ >~ IJ~ >r~r ~ iii ~lilo@ ~ji\ .~ ffi i\I 2 ~ z(i'I ,,Cl lJi:;1>Cl~ CJ .J>. '!i ~ ~ iii ~ IJ > ll mEJm~'
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MARYMOUNT COLLEGE
Sheet
PROPOSED PARKING LOT IMPROVEM:NTS
Title
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PROPOSED SITE PLANPARKING LOT revisions
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30800 PALOS VERDES DRIVE EAST RANCHO PALOS VERDES, CAUFORNA
R&:A No.
Date: Drawn: Checked: Consult. No:
962401 4/10/12 R&A
RASMUSSEN & ASSOCIATES Arch I tee tu re Planning Interiors 248 South Miiis Road Ventura, Callfornla 93003 (805) 844- 7347
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DUE TO THE PRELJlllNARY NATURE OF THESE PLANS, QIJANTITIES MAY VARY ANO PROPOSEO ELEVATIONS MAY REQIJIRE ADJUSTllENT5 TO COMPENSATE FOR SUBS/OfNC£ ANO LOSSES DUE TO CIEAl1ING ANO GllU8BING OPERATIONS. OIJRJNG Fl/IAL GllADING PW/ PflEPAllATKJN, PARKING LOT GRADES WILL BE HELO AT OR NEAR THE PROPOSED ELEVATIONS SHOWN HEREON, ANO SOCCER FIELO ANO TENNfS COURT ELEVATIONS WILL BE VARIEl1 TO 8AW/CE E:A/17HWORK ON-SITE,
PA8K/NG LOT
PARKING LOT EXPORT TO BE STOCKP/lEO FOR FIJTIJRE SOCCER FIELD.
EXCAVATION (CY)
2225 705
54JO 2500
LOSS DUE TO: ClfARING .t GRIJ88ING SHRINKAGE 0 15X
0 CY
EMIMKMENT (CY)
TOTAL
NOTES I. ESTIMATED OIJAlfllTIES SHOWN ABO~ ARE GR/O SURFACE VOLUMES COMPIJTED FROM EXISTING GROIJNO ELEVATIONS TO THE PROPOSED ELEVATIONS SHOWN ON THJS PW/. 2. Cl£AlllNC ANO GRU88/NG OPERATIONS ARE ASSIJllED TO RESULT IN A LOSS OF 0.5' OVER THE GRAOEO AREA. J. THE APPUED SHRINKAGE FACTOR IS 15X. 4. ESTIMATED OIJAlfllTIES 00 NOT INCLUOE EXCAVATION FOR UTILITY ANO STORU DRAIN TRENCHES. 5. MAXJUUM DEPTH OF CUT = 4'. MAXJUUM H£/GHT OF F/1.1 = 4 '.
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GllADING SHAL1 CONFORM TO THE CITY OF RANCHO PALOS VfRO£S GllADING REQIJIRE/JfNTS, THE IJNfFORM BUILOING CODE, ANO THE RECOMMENOATIONS OF THE SOILS REPORT NO. 05-5470-2 BY ASSOCIATED SOILS ENGINEERING INC., IJATED .llAY 10. 2005. SEE ARCfffTECT'S PW/ FOR SfTE LAYOUT. AR64 OF SITE IS 24.57 ACRES. THE Pl10POSBJ OETENTION BASIN WILL BE OESIGNEIJ TO .llAINTAIN PRE-OEVELOPMENT l1UNOFF lEVELS.
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Attachment 2B-7
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Marymount California University 6-Month Review of the Expanded Parking Lot Project
February 18, 2014 City Council Meeting Attachment 2B-1
file path and name: P:\962401
Marymount College\Construclion Drawings\MASTER SITE.DWG
Ro9f111SSen & Associates erpressly reserws its common law, oopyrighl and other flllperly righls in these plans. These plans ore ool to be reprOOoced, cOOIJl:led or copied in 0111 manrier or form nor CR they to be assigned lo a third party 1ilhoul first obtaining written permission and consent of Rosmusse11 & Associates. In the everrt of the unauthorized reuse of these pkms by a third party, the third party shal hold Rasmussen & Associctes harmless. These drawings, ilcluding the designs incarporoled herein, are instn.nenls of professiinol service prepared for use il cooneclion 11lh the project ~entiTied hereon t11der the conditions existil'I] on dole sho111 in title block. !it,y use, in whole ar in part, for any other project without written aulhoriz ~ ;u ~ ~ >~ IJ~ >r~r ~ iii ~lilo@ ~ji\ .~ ffi i\I 2 ~ z(i'I ,,Cl lJi:;1>Cl~ CJ .J>. '!i ~ ~ iii ~ IJ > ll mEJm~'
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MARYMOUNT COLLEGE
Sheet
PROPOSED PARKING LOT IMPROVEM:NTS
Title
!!.
PROPOSED SITE PLANPARKING LOT revisions
z
0
30800 PALOS VERDES DRIVE EAST RANCHO PALOS VERDES, CAUFORNA
R&:A No.
Date: Drawn: Checked: Consult. No:
962401 4/10/12 R&A
RASMUSSEN & ASSOCIATES Arch I tee tu re Planning Interiors 248 South Miiis Road Ventura, Callfornla 93003 (805) 844- 7347
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PROPOSED STOllU DRAIN
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DUE TO THE PRELJlllNARY NATURE OF THESE PLANS, QIJANTITIES MAY VARY ANO PROPOSEO ELEVATIONS MAY REQIJIRE ADJUSTllENT5 TO COMPENSATE FOR SUBS/OfNC£ ANO LOSSES DUE TO CIEAl1ING ANO GllU8BING OPERATIONS. OIJRJNG Fl/IAL GllADING PW/ PflEPAllATKJN, PARKING LOT GRADES WILL BE HELO AT OR NEAR THE PROPOSED ELEVATIONS SHOWN HEREON, ANO SOCCER FIELO ANO TENNfS COURT ELEVATIONS WILL BE VARIEl1 TO 8AW/CE E:A/17HWORK ON-SITE,
PA8K/NG LOT
PARKING LOT EXPORT TO BE STOCKP/lEO FOR FIJTIJRE SOCCER FIELD.
EXCAVATION (CY)
2225 705
54JO 2500
LOSS DUE TO: ClfARING .t GRIJ88ING SHRINKAGE 0 15X
0 CY
EMIMKMENT (CY)
TOTAL
NOTES I. ESTIMATED OIJAlfllTIES SHOWN ABO~ ARE GR/O SURFACE VOLUMES COMPIJTED FROM EXISTING GROIJNO ELEVATIONS TO THE PROPOSED ELEVATIONS SHOWN ON THJS PW/. 2. Cl£AlllNC ANO GRU88/NG OPERATIONS ARE ASSIJllED TO RESULT IN A LOSS OF 0.5' OVER THE GRAOEO AREA. J. THE APPUED SHRINKAGE FACTOR IS 15X. 4. ESTIMATED OIJAlfllTIES 00 NOT INCLUOE EXCAVATION FOR UTILITY ANO STORU DRAIN TRENCHES. 5. MAXJUUM DEPTH OF CUT = 4'. MAXJUUM H£/GHT OF F/1.1 = 4 '.
6.
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CUBIC YARO OIAMETEl1 OflAINAGE llANffOI.£ ENTRY FLOOR ELEVA110N ELEVATION RNISHEO FLOOR RNISHEO GllAOE FLOWUNE GllAOE RNISHEO SURFACE INVERT JUNCTION STRIJCTURE 1£NGTH LINEAL FOOT MAXJUUM MINIM/JU PROPERTY LJNE POWER POLE
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GllADING SHAL1 CONFORM TO THE CITY OF RANCHO PALOS VfRO£S GllADING REQIJIRE/JfNTS, THE IJNfFORM BUILOING CODE, ANO THE RECOMMENOATIONS OF THE SOILS REPORT NO. 05-5470-2 BY ASSOCIATED SOILS ENGINEERING INC., IJATED .llAY 10. 2005. SEE ARCfffTECT'S PW/ FOR SfTE LAYOUT. AR64 OF SITE IS 24.57 ACRES. THE Pl10POSBJ OETENTION BASIN WILL BE OESIGNEIJ TO .llAINTAIN PRE-OEVELOPMENT l1UNOFF lEVELS.
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