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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT <br />SS SS SS SS SS SS SS SS SS SS <br />NGAS NGAS NGAS NGAS NGAS NGAS NGAS - NGAS NGAS <br />NGAS NGAS NGAS NGAS NGAS NGAS NGAS - - NGAS - - NGAS <br />GRIND AND CAP MIN. 2" OF THE EXISTING AC <br />PAVEMENT PER THE APPROXIMATE LIMITS SHOWN <br />N <br />z <br />SS SS SS S V)SS _ I - S <br />Q <br />EXISTING 42" RCP SD <br />EXISTING 8" VCP SS EXISTING 3" GAS <br />- NGAS NGAS NGAS NGAS <br />- NGAS -NGAS - -NGAS - NGAS <br />WESTMINSTER AVENUE <br />z CONCRETE CURB AND EXISTING STREET <br />GUTTER PER CITY OF SANTA LIGHT TO REMAIN <br />u, ANA STANDARD PLAN #1101 <br />SS SS SS SS SS - - SS - _SS SS - SS <br />EXISTING 8" WATER <br />EXISTING 12" CI <br />A.C. WATER <br />- WM WM WM WM WM WM W WM ivi <br />10.19, 15.49' " 35.2' <br />T T T T- <br />� NCMO <br />_ J <br />EXISTING I �. <br />CURB <br />N RETURN CURB RAMP PER CITY OF SANTA 1 <br />ANA STANDARD PLAN #1122 <br />C3 � <br />z cn <br />U) a I EXISTING PUBLIC <br />w 0 I HYDRANT <br />3 PROPOSED SIDEWALK <br />a PER CITY SANTA ANA <br />z U'u, STANDARD PLAN #1104 <br />I <br />LL z I PROPOSED 2" COPPER IR <br />O J 0 7i 5, SERVICE AND BACKFLOW PER <br />3 <br />CITY STDS 1405 AND 1432 <br />LJ Q <br />�Q <br />~ � 0 <br />U z <br />LJ <br />w 3 IR <br />W U) <br />EXISTING 8" <br />VCP SS <br />EXIS' <br />z N VCP <br />O � S <br />Q b <br />LL, Zy / <br />�Q <br />T <br />- <br />15' X 15SITE <br />DISTANCE <br />TRIANGLE. <br />O O z <br />z Q <br />TYP. <br />Y <br />NEW DRIVEWAY PER <br />- Q <br />CITY STANDARD 1112 <br />Lu Lu <br />(A=38', W=28% X=4') <br />0 <br />LEGEND: <br />PROPERTY LINE <br />CENTERLINE <br />PROPOSED CONCRETE <br />PROPOSED GRIND AND CAP <br />SS <br />- SS SS <br />SS SS SS <br />PROPOSED 18" RCP STORM DRAIN LATERAL <br />AND JUNCTION STRUCTURE PER CITY STD. <br />308A <br />NOTES: <br />1. INSTALL 24-INCH BOX STREET TREES PER CITY STANDARDS AND APPROVED PLAN <br />N <br />AS NGAS <br />NGAS NGAS - NGAS NGAS NGAS <br />NGAS NGAS NGAS <br />NGAS - <br />2. ANY STREET TREE REMOVAL WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO APPROVAL BY <br />Ng�S - - NGAS <br />NGAS - -NGAS- - NGAc - NGAS NGAS <br />NGAS NGAS NGAS <br />NGAS - <br />THE ENVIRONMENTAL AND TRANSPORTATION ADVISORY COMMITTEE (ETAC). THEREFORE, PROVIDE <br />EXISTING <br />THE CITY OF SANTA ANA A LETTER REQUESTING THE REMOVAL OF EXISTING STREET TREE(S) THAT <br />MEDIAN <br />PROPOSED 8" PVC SEWER <br />CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CITY WILL PRESENT THE INFORMATION TO <br />LATERAL. MANHHOLEOLE CONNECTION <br />THE ETAC COMMITTEE FOR ACTION. <br />3. NEW LANDSCAPING WILL BE DROUGHT TOLERANT LANDSCAPE PER CITY OF SANTA ANA PARKWAY <br />GUIDELINES FOR DROUGHT TOLERANT PLANTS. <br />- <br />- <br />4. ALL TRAFFIC IMPACT ANALYSIS (TIA) RECOMMENDATION(S) WILL BE IMPLEMENTED PRIOR TO THE <br />INSTALL 24-INCH BOX STREET TREES PER THE CITY <br />BUILDING PERMIT, SOLELY AT THE DEVELOPER'S EXPENSE. <br />STANDARDS AND APPROVED PLAN. STANDARD PLAN 1124. TYP. <br />5. GRINDING AND CAPPING IS TO BE LIMITED TO A MINIMUM OF 2 INCH OF THE EXISTING AC <br /><n <br />PAVEMENT ON THE CURB LANE ON WESTMINSTER AVE, ALONG THE ENTIRE PROJECT FRONTAGE. <br />S <br />S s <br />S SS <br />SS - <br />6. ALL IMPROVEMENTS AS SHOWN HEREON TO BE CONSTRUCTED AND INSTALLED AT EXPENSE IN <br />,loll <br />7' PARKWAY PER CITY CITY OF SANTA ANA <br />ACCORDANCE WITH THE CITY DESIGN STANDARDS AND SPECIFICATIONS, AND THE SANTA ANA <br />STANDARD PLAN #1104 <br />MUNICIPAL CODE, APPROVED STREET IMPROVEMENT PLANS. <br />�t <br />S SS <br />SS - <br />7. ALL TRAFFIC IMPACT ANALYSIS (TIA) RECOMMENDATION(S) WILL BE IMPLEMENTED PRIOR TO THE <br />BUILDING PERMIT, SOLELY AT THE DEVELOPER'S EXPENSE. <br />a' <br />8. ADDITIONAL STREETLIGHTS TO BE INSTALLED, AS NEEDED PER THE CITY STANDARDS AND THE <br />60.6' <br />12' <br />�W <br />APPROVED STREET IMPROVEMENT PLANS <br />8) <br />WM <br />WM <br />28. 75, <br />T� <br />30.66' <br />_ <br />o <br />28' <br />� z DW D , DW-DW-DW DW DW DW D <br /><Q <br />Q <br />62 z I <br />< PROPOSED 4" SCH 40 PVC DW <br />3 SERVICE AND BACKFLOW PER <br />CITY STDS 1403B AND 1403D <br />3 SD <br />LJ <br />PROPOSED 8" C900 FW SERVICE <br />AND BACKFLOW PER CITY STDS <br />1417 AND 1433 <br />EXISTING TREE TO REMAIN <br />TVP <br />47.83' <br />O <br />w <br />z <br />o <br />~ <br />< 0 <br />EXISTING STREET - <br />w <br />O <br />LIGHT TO REMAIN <br />jj <br />DEMOLISH <br />Q <br />EXISTING STREET <br />o <br />TREE. <br />N <br />I <br />9, <br />3 <br />U- <br />SD <br />(BI <br />49.32' <br />T T T T T _T-T <br />PROPOSED SIDEWALK L APN 198-132-21 <br />PER CITY SANTA ANA DEDICATION AT <br />STANDARD PLAN #1104 BACK OF WALK AS <br />REQUIRED <br />3 i L u <br />LL <br />VL <br />LL <br />FW FW FW FW FW FW FW FW FW --F&/@/ <br />LJJ <br />Q <br />w <br />Lu <br />Q <br />U <br />w <br />O <br />U <br />Of <br />O <br />LL <br />W Z <br />Lu <br />0 <br />CD <br />Z_ <br />0 <br />Q <br />LEI <br />E <br />0 <br />CO pp U <br />M M 0 <br />O U <br />CO <br />a� Cc <br />-0 E Qj 6' N <br />0 i <br />rn <br />.L 0- <br />FOR AND ON BEHALF <br />OF WARE MALCOMB <br />O <br />LJJ <br />ti <br />Z <br />m <br />N~ <br />U <br />n� <br />Z <br />z <br />Lu <br />< <br />G <br />Lu <br />O <br />Q <br />LU <br />Lu <br />Lu <br />z <br />0 <br />U) <br />L <br />Z <br />� <br />N <br />C� <br />O <br />Lo <br />U <br />`\' <br />Lu <br />` <br />1 <br />v/ <br />LL <br />U) <br />Y <br />LL <br />Ow <br />Q' <br />Z <br />J <br />Lu <br />Lu <br />L.L <br />~ <br />Q <br />^ <br />O <br />z <br />JOB NO.: <br />IRV20-4009 <br />PA / PM: <br />LC <br />DRAWN BY: <br />AN <br />DATE: <br />11 /04/2020 <br />PLOT DATE: <br />SHEET <br />A r) <br />0 10 20 40 <br />Q � <br />ui <br />SCALE: 1" = 20' Sheet 5 of 8 <br />