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Plan, Tentative APPLICANT 6/3/2021
LE=bb 1U CH 6610 v I CB=N82°36 07' St:�ST < .= JEST ST r—.ST G .." —G G E 189.50 W W W �.. N g ss _ ss.. s Sf sT <.a ..' N8102503 �� I �Y W SS SS ... U1< 4 LIGHTED PROPOSED PARKING LOT LIGHTING TO COMPLY W LOCAL ORDINANCES PROVIDE CURBING AT PERIMETER OF PAVEMENT (E)FIRE HYDRANT CONCRETE SIDEWALK, CURB d GUTTER GONG. WHEEL STOP AT PARKING ADJACENT TO ACCESSIBLE PATH OFTRAVEL 28x28 VISIBILITY TRIANGLE, TYP. DRIVEWAVCONSTRUCTION WITHIN ROAD RIGHT-OFWAV. AT A MINIMUM DRIVEWAY TURNOUT CONSTRUCTION SHALL MEET DOLLAR GENERAL'S HEAVY DUTY PAVEMENT REQUIREMENTS. W W 10,.ISL6" � AND VUE(�XC —� W W W V W W W W W W W W W W W W W W W W W W W W I ❑ I I I I W I WI 2a -a' 11-0" a -a' - I ] T I ~ m m m I I m J IW IW o b o ® p �� �o Lu I WI s 0 I ro (E)UGHT POLE TO BE RELOCATED. LIGHT POLE. CITVOF SPRINGFIELD REQUIRES THAT THE EXISTING STREET LIGHT POLES ALONG MAIN °- 1 STREET AND S. 72ND (2 POLES TOTAL) BE it REPLACED WITH CONFORMING LED HEADS -dl 1 N y.. 4 ST II •. SS' ..Ilrn V aI - rr J.. w N I I e _30 ° Wil. II/.. / I SHOT d LONG-TERM BICYCLE PARKING PER M.C. TABLE 4.63 MN. 3 SHORT TERM MY DUMOH SLOOP -#125- OR APPROVED EQUAL); MIL LONG-TERM REOD (BVCVCLE SAFE, MODEL *PRO -PARK BIKE, SMVS01-OR APPROVED EQUAL) - 7' PUE(EXCEPTION #6) 5 SO. LANDSCAPE DIAMOND STANDARD DUTY PAVEMENTWITH YELLOW STRIPING - Cn - LL Of SITE AREA.......................................................................................... N PAINTED PAVEMENT MARKINGS IN W Z ^ X Cy N Z 0O iW ZONING................................................................................................ ACCORDANCE WITH JURISDICTIONAL EXISTING LAND USE................................................................................ W Nu� g W W 10,.ISL6" � AND VUE(�XC —� W W W V W W W W W W W W W W W W W W W W W W W W I ❑ I I I I W I WI 2a -a' 11-0" a -a' - I ] T I ~ m m m I I m J IW IW o b o ® p �� �o Lu I WI s 0 I ro (E)UGHT POLE TO BE RELOCATED. LIGHT POLE. CITVOF SPRINGFIELD REQUIRES THAT THE EXISTING STREET LIGHT POLES ALONG MAIN °- 1 STREET AND S. 72ND (2 POLES TOTAL) BE it REPLACED WITH CONFORMING LED HEADS -dl 1 N y.. 4 ST II •. SS' ..Ilrn V aI - rr J.. w N I I e _30 ° Wil. II/.. / I SHOT d LONG-TERM BICYCLE PARKING PER M.C. TABLE 4.63 MN. 3 SHORT TERM MY DUMOH SLOOP -#125- OR APPROVED EQUAL); MIL LONG-TERM REOD (BVCVCLE SAFE, MODEL *PRO -PARK BIKE, SMVS01-OR APPROVED EQUAL) - 7' PUE(EXCEPTION #6) 5 SO. LANDSCAPE DIAMOND STANDARD DUTY PAVEMENTWITH YELLOW STRIPING - Cn - LL Of SITE AREA.......................................................................................... N PAINTED PAVEMENT MARKINGS IN W Z ^ X Cy N Z 0O J ZONING................................................................................................ ACCORDANCE WITH JURISDICTIONAL EXISTING LAND USE................................................................................ W AREA SEPARATION WALLS...................................................................... g CONSTRUCTION TYPE............................................................................. N REQUIREMENTS NO PROPOSED OCCUPANCY GROUP.............................................................. M PROPOSED BUILDING USE....................................................................... RETAIL PROPOSED OCCUPANCY LOAD................................................................ W W 10,.ISL6" � AND VUE(�XC —� W W W V W W W W W W W W W W W W W W W W W W W W I ❑ I I I I W I WI 2a -a' 11-0" a -a' - I ] T I ~ m m m I I m J IW IW o b o ® p �� �o Lu I WI s 0 I ro (E)UGHT POLE TO BE RELOCATED. LIGHT POLE. CITVOF SPRINGFIELD REQUIRES THAT THE EXISTING STREET LIGHT POLES ALONG MAIN °- 1 STREET AND S. 72ND (2 POLES TOTAL) BE it REPLACED WITH CONFORMING LED HEADS -dl 1 N y.. 4 ST II •. SS' ..Ilrn V aI - rr J.. w N I I e _30 ° Wil. II/.. / I SHOT d LONG-TERM BICYCLE PARKING PER M.C. TABLE 4.63 MN. 3 SHORT TERM MY DUMOH SLOOP -#125- OR APPROVED EQUAL); MIL LONG-TERM REOD (BVCVCLE SAFE, MODEL *PRO -PARK BIKE, SMVS01-OR APPROVED EQUAL) - 7' PUE(EXCEPTION #6) 5 SO. LANDSCAPE DIAMOND STANDARD DUTY PAVEMENTWITH YELLOW STRIPING - Cn - LL Of SITE AREA.......................................................................................... N PAINTED PAVEMENT MARKINGS IN W Z ^ X Cy N Z 0O J ZONING................................................................................................ ACCORDANCE WITH JURISDICTIONAL EXISTING LAND USE................................................................................ W AREA SEPARATION WALLS...................................................................... NONE CONSTRUCTION TYPE............................................................................. N REQUIREMENTS NO PROPOSED OCCUPANCY GROUP.............................................................. M PROPOSED BUILDING USE....................................................................... RETAIL PROPOSED OCCUPANCY LOAD................................................................ TBD PARKING ANALYSIS —ST— PARKING SPACES REQUIRED (01 SPACE PER 300 SF.=10,6401300)............ a PARKING SPACES PROVIDED................................................................... 36 SPACES STANDARD SPACES......................................................................... L Q 02 SPACES ZONING SETBACKS WI I o —T— FRONT: 10 J STREETSIDE: 18 —TV— INTERIOR SIDE: 18 � REAR 10 —W— J GV APN & LEGAL DESCRIPTION I APN: 1782-3531449WODO LEGAL DESCRIPTION: LOT 1, MCKENZIE HILLS, AS PLATTED AND RECORDED IN FILE 72, SLIDES 19, 20AND 21, LANE O © W —SIG— 'HEAVVDUTVPAVING'AREA FOR B Q —OH— -OVERHEADUnLITVLINE I -LUMNAIRE TRUCK ACCESS PATH TYP. -FENCELINE Q -COMM RIS ER SMH - SANTARVSEWER MANHOLE ® - COMA JUNCTION BOX DMH - STORM DRAIN MANHOLE ® SIGNAL JUNCTION BOX �W -CATCHBASIN ® -ELECTRIC METER H -HELD INET ® - E LECTR10 JUN CTION BOX I RAMP DOWN TO PAVEMENT CONCRETE DELIVERY PAD, 18 x 18 fAN.) 18 x 18 (MIN.) CONCRETE DUMP STER PAD PROVIDE I Z x 18 (MIN.) CMU DUMP STER ENCLOSURE AREA FOR (2) STD. DUMPSTERS I uw W W W W W W W W W W w W W w W W W W W W W W W W W I W I 1 Y5 W W W W W W W W W W W W W W W W W W W W W W W W W W W I J' N Y I W W W W W W W W W W W 1O'BUILDING W W W W W W W W W W W W W IJ Yt W W W W W W W W W W W SE�[BACt W W W W W W W W W W W W W W BPRIVACVFENCE W I W W W W W W W W W W W SRI' W W W W W W W W W W W W W W W I J II j!L W u W W W W W W W W W W — — J E__ I7116�.� NORTH WT S ARCHITECTURAL SITE PLAN 0 10' 20 30' 40' 50' SCALE 1' -20' 7 PLANNING DEPT. COMMENTS 1. ALL EXISTING STREET LIGHT POLES ALONG MAIN STREET AND S. 72ND (2 POLES TOTAL) BE REPLACED WITH CONFORMING LED HEADS 2 PARKING LOTS SHALL BE USED EXCLUSIVELY FOR THE PARKING OF VEHICLES. EXCEPTION: PARKING SPACES IN EXCESS OF THE NUMBER RE CURED BY THIS CODE MAY BE USED FOR TE MPORARV SALES OR DISPLAY OF MERCHAR DISE WHERE THE ACTIVITY DOES NOT CREATE A HAZARD FOR AUTOMOBILE OR PEDESTRIAN TRAFFIC OR WHERE OTHERWISE ALLOWED UNDER THIS CODE OR THE SPRINGFIELD MUNICIPAL CODE. SITE ANALYSIS AREA ANALYSIS HEAVY DUTY CONCRETE SITE AREA.......................................................................................... 65.185 SQUARE FEET (1.5A) PROPOSED BUILDING AREA.................................................................... 10,640 SQUARE FEET PROPOSED BUILDING HEIGHT.................................................................. 28-0' A.F.F. BUILDING COVERAGE............................................................................ 16% ZONING................................................................................................ NC (NEIGHBORHOOD COMMERCIAL) EXISTING LAND USE................................................................................ COMMERCIAL I VACANT AREA SEPARATION WALLS...................................................................... NONE CONSTRUCTION TYPE............................................................................. 118 BLDG. SPRINKLERED.............................................................................. NO PROPOSED OCCUPANCY GROUP.............................................................. M PROPOSED BUILDING USE....................................................................... RETAIL PROPOSED OCCUPANCY LOAD................................................................ TBD PARKING ANALYSIS —ST— PARKING SPACES REQUIRED (01 SPACE PER 300 SF.=10,6401300)............ . 36 SPACES PARKING SPACES PROVIDED................................................................... 36 SPACES STANDARD SPACES......................................................................... 34 SPACES HANDICAPSPACES......................................................................... 02 SPACES ZONING SETBACKS ® THE FOLLOWING ARE FOUND SETBACK FROM CITYOF SPRINGFIELD: —T— FRONT: 10 0 STREETSIDE: 18 —TV— INTERIOR SIDE: 18 A REAR 10 —W— - UNDERGROUND WATERLINE GV APN & LEGAL DESCRIPTION —G— APN: 1782-3531449WODO LEGAL DESCRIPTION: LOT 1, MCKENZIE HILLS, AS PLATTED AND RECORDED IN FILE 72, SLIDES 19, 20AND 21, LANE COUNTY OREGON PLAT REG ORD S, IN LANE COUNTYOREGON. SURVEYOR'S SPECIAL EXCEPTIONS B. EASEMENTS,NOTES,CONDITIONS, RESTRICTIONS AND DEDICATIONS AS SHOWN. SEF FORTH AND/OR DELINEATED ON THE RECORDED PLAT OF MCKENZIE HILLS, RECORDED IN RECEPTION NO. F0725019 LANE COUNTYOREGON PLAT RECORDS. (PLOTTED)(AFFECTS SUBJECT PROPERTY) 7. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTEDTHE OREGON STATE HIGHWAY COMMISSION AND THE CITY OF SPRINGFIELD, FOR SLOPE EASEMENT AND FORSTORM DRAINS RECORDED JULY 18, 1966, RECEPTION NO. 1966 LANE COUNTY OREGON DEED RECORDS. (PLOTTED WITHIN PLAT EASEMENT)(AFFECTS SUB,ECT PROPERTY) SURVEYOR'S IMPROVEMENT NOTES 1. THEREIS A STALLWOOD FENCE THAT CROSSES THE SOUTHERLVLINE OF THE SUBJECT TRACT BY 0.4, ATTHE NORTHEAST CORNER OF LOT Z'WKwzw HILLS' TO A POINT 41Y WEST OF THE NORTHEAST CORNER LOT 2 2 THERE IS A SIX FOOTWOOD FENCE THATCROSSE THE SOUTHERLY LINE OF THE SUBJECT TRACT BEGINNING AT A POINT 7.T FEET EAST OF THE NORTHWEST CORNER OF LOT 3,'McKem:ie HILLS THAT IS 9.5 NORTH OFTHE SOUTHERLY UNE FOR 103.8 TO A POINT THATIS 125.' NORTH OF THE SOUTHERLY LINE THAT CROSSES SOUnR ACROSS THE SOUnRERLV LINE 13 WEST OF THE NORTHEAST CORNER OFSAD LOT 3. THERE IS A 7.8 X 7.8 DECK THAT IS ENTIRELY ON TIE SUBJECT TRACT AT TIE SOUTHERLY LINE 23.8 WEST OF THE NORTHEAST CORNER OF LOT 3, MKe118e HILLS. 3. THERE IS A SIX FOOT WOOD FENCE THAT CROS SE S THE SO UTHE FLY LIN E OF THE SU BJE CT TRACT 2.8 EAST OF THE NORTHWEST CORNER OF LOT 4,'MKem:ie HILLS' THAT RUNS TO THE EAST LINE OF THE SUBJECT TRACT 122 NORTH OF THE NORTHEAST CORNER OF LOT 4,'McKemie HILLS'. THERE IS A 12 WIDE KEYSTONE WALL THAT CROSSES THE SOUTHERLY LINE OF THE SUBJECT TRACT THAT IS NORTH Y NORTH AND 8.5 EAST OF THE NORTHWEST CORNER OF THE SUB ECT TRACT. 4. THERE ARE COMMUNICATION STRUCTURES AND IT APPEARS THAT THERE ARE COMMUNICATION LINES THAT WERE NOT LOCATED THROUGH THE ONE -CALL UTILITY LOCATE COMPANY(811) ALONG THE SOUTH ERLV LINE OF THE SUBJECT TRACT. THAT HAVE NO EASEMENT. SITE LEGEND HEAVY DUTY CONCRETE STAND. DUTY ASPHALT HEAVY DUTY ASPHALT 111iff—] LAN/SCAPHOPEN AREA MW ® - SURVEY CONTROL POINT ® -MONITORING WELL O - SET SURVEY MONUMENT 2 - LINE CONTINUES TO UNKNOWN LOCATION 0 - FOUND SURVEY MONUMENT — E — - UNDERGROUND ELECTRIC LINE ❑ -CATCH BASIN 0 -WATER VALVE —ST— - U ND ERGROUND STORM DRAIN LINE © .WATER METER —SS— -UNDERGROUND SANITARY SEWER LINE ® - SANITARY SEWER MANHOLE —C— - UNDERGROUND COMMUNICATION LINE ® STORM DRAIN MANHOLE —T— - UNDERGROUND TELEPHONE LINE 0 -CLEANOUT —TV— -UNDERGROUND CABLE TV LINE A -IRRIGATION CONTROL VALVE —W— - UNDERGROUND WATERLINE GV GAS VALVE —G— - UNDERGROUND NATURAL GAS LINE © -GAS METER —SIG— - LIND ERGROUND TRAFFIC SIGNAL LINE B -MAILBOX —OH— -OVERHEADUnLITVLINE >;I -LUMNAIRE 0 -FENCELINE Q -COMM RIS ER SMH - SANTARVSEWER MANHOLE ® - COMA JUNCTION BOX DMH - STORM DRAIN MANHOLE ® SIGNAL JUNCTION BOX CB -CATCHBASIN ® -ELECTRIC METER H -HELD INET ® - E LECTR10 JUN CTION BOX UTILITY POLE :.. Ht:'=.:� -CONCRETE E— -GUVANCHOR -FIRE HYDRANT —RT -SIGN -ASPHALT -WETLAND FLAGTP TEST PIT VICINITY MAP (not to scale) R C FN N y E3,;11D MCKENZIE HIC-HWAY'S. HK` WAY 12 8) — W G U z_ N Q F a U 0 F. M F � = H U R i Q z a � W m W 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT A WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 email: wadegbwoodcrestrev.com PROJECT �O aLL 2 LU W W in z LU LU W C0 yI C" o Q U Lu W z LL a0 z O I� �_ U 47 d LU a J U� LLJ a_ O Of < C Q Q REVISIONS uo. oescwrnax on,E 2 C E SHEET TITLE ARCHITECTURAL SITE c PLAN 0518-21 s AS NOTED g xmer. L. 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'- - - - 1-,1 b 3 ,3 b.3 b.1 10.1 10.1 10.1 10.1 b. iffb.o b.o b.o b.o b.O O.O b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 0.0 0.0 0.0 b. o b.OIb.o b. b o 0.0 bb %%% b.o '0.0'0.0o '0.0o b o '0.0'0.0o '0.0o '0.0.o '0.0.o b.o b.o b.o b.o b.o b.o b.o .o o.o .o '0.0o '0.0'0.0'0.0o '0.0'0.0'0.0'0.0'0.0'0.0o '0.0o .o .o .o b. .o .o b. .o .o '0.0lb.0 1.. b.o b.o '0.0'0.0'0.0'0.0'0.0b .o .o '0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0'0.0.o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o .o '0.0'0.0b .o .o b.o . .oo to). .o b. .o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 0.0 0.0 b.o b. .o b.o t b.o b. b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o NORTH SITE PHOTOMETRIC PLAN W E 1'=30.-0. A S Luminaire Schedule Symbol Qty Label Arrangement Lumens/Lamp LLF Lum. Watts Description Site D 4 G SINGLE 4740 0. 9501426.3 N.A. LEDBG42WO01B-5000K- Wall Pack, 42W, Full Cutoff, 5K o-0 I Fc 1 HP -S2 BACK -BACK 13632 0.950 150.236 LEDS-1210-S - Single Pole Mt 150w, Type 4, 5K, Shielded �] 4HB SINGLE 19188 0.950 150.223 LEDS-AL120 - Wall Mt, 150w, Type 4,5K g 1 HP -S2 2 @ 90 DEGRE &3632 0.950 150.236 LEDS-1210-S - Single Pole Mt 150w, Type 4, 5K, Shielded Numeric Summary Label CalcType Units Avg Max Min AvglMin MaxlMin Site Illuminance I Fc 1 0.59 1 16.2 10.0 N.A. N.A. Parking Lot Illuminance I Fc 1 3.17 1 16.2 10.2 15.85 81.00 Notes: Plan Notes: Calculations at Ground Level (10'x 10' Grid Spacing). Refer to luminaire location summary for mounting heights of each fixture. Pole mounted fixtures include a 2ft concrete base. Mounting heights indicated on luminaire location summary is a total A.F.G. height. General Notes: Due to changing lighting ordinances it is the contractors resposibility to submit the site photometrics & luminaire specs to the local inspector before ordering to ensure this plan complies with local lighting ordinances. This lighting design is based on information supplied by others. Changes in electrical supply, area geometry & objects within the lighted area may produce illumination values different from the predicted results shown on this layout. This layout is based on .IES files that were lab tested or computer generated, actual results may vary. Luminaire Location Summary LumNo Label Z 1 HB 16.5 2 HB 16.5 3 HB 16.5 4 HB 16.5 5 G 12 6 G 12 7 G 12 8 G 12 9 HP -S2-180 27 10 HP -S2-90 1 27 FIXTURE k' Structure Features • Shell materials: Aluminum & PC. • Finish: Dark BronzeMhite • Net Weight: 2.9Kg (6.4 Its) • Product Size: 631.5mm'295mm'88mm • Carton Size: 390mm'267mm•185mm 631.5mm (24.86") 88mm (3.46") Area Light Series (Parking Lot) There are 5 optional brackets for this fixture. The following is shoebox fixtures with _ different brackets. AL1210 AL -G4 -15050 -MV 150 18000 5000 >80 120-277 AL1112 AL -24050 -MV 240 28000 5000 >80 120-277 TYPE 150/ 240W MOUNTING BRACKETS: ®®® Glare Shield TYPE B AL3210SXIELD P(A) AL666At SF.002 Square re Poleole Mount (BI AL6661 AL -6P-002 B, 14�P attach aftachmeentnt Round Pole Mount( C) AL6662 AL -RP 002 TYPE C Area Light Series: The LEDS Area Lights are perfect for new construction, retrofit and lighting upgrade solutions. High output and top of the line specifications. Available in multiple wattage and lumen output configurations to meet any lighting application. Type 4 & 5 available. Features: • Lumileds LEDs: High efficacy, long life • High efficiency driver: 120V - 277V • Die-cast aluminum construction for superior thermal management. • Premium optics for even light distribution, Utilization and control. • 5 -Year warranty �LUMILEDS CI&us , ill.. FCLISTED C E - N8774 Firelane 1 • Menasha, Wt 54952 054 • Fax: 920-840-6424 • www.leds-1/c.com FIXTURE RG L® LLC 42W LED Full Cut-off a" 1o.lxs.ax5s q 2*1 P Full Cut-off Series Structure Features • Shell materials: Aluminum & Glass • Finish: Dark BronzeMhite • Net Weight: 2.9Kg (6.4 lbs) C,7 WP4250 WP -FC -4250 -MV 42 4800 5000 >80 120-277 WP1114 WP -FC -7050 -MV 70 7200 5000 >80 120-277 _ Structure Features Back View / 70W LED Full Cut-off •Shell materials: Aluminum Bynum&PC. • Finish: Dark BronzelWhite 'Net weight: 3.OKg (6.61 lbs) s Front Wew Dimension Fmnt View (� 16 z 11 z9 Wall Pack Light Series: The LEDS Wall Packs are pertect for new construction, retrofit and lighting upgrade solutions. High output and top of the line specifications. Available in multiple wattage and lumen output configurations to meet any lighting application. Features: • Lumileds LEDs: High efficacy, long life. • High efficiency driver: 120V - 277V • Diecast aluminum construction for superior thermal management. • Premium optics for even light distribution, utilization and control. • 5 -Year warranty r1 LU-MILEDS OLBjTE08S ' YYfT AMW FC C E E354939 N8774 Firelane 1 • Menasha, W154952 054 • Fax: 920-840-6424 • www.leds-1/c.com G U 0 z� N a U oo W [- 2� U tY i Q a zIc Ic rc m 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT A WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 &mai: wade20woodcrestrev.com PROJECT mi DO LL LU z � LU In 00 Wo z _1 C14 LU M LU LU fnd W c"o U Cl) W Z LL O �_ Z U a LU a 0� Jw O CQ Q REVISIONS no. rexunicn rare v A SHEET TITLE SITE PHOTOMETRIC PLAN e 65-18-21 5 ASNOTED aes, L DALE n ar vs20263/1/66 r�_ 26316 s .a.a.aAc2 � RT =1'-0' TRASH ENCLOSURE PLAN 2"-4" SPACING 4x4 FRONT TOP VIEW 2X4 s�_n��nnev oncr coerinlr_ 39 3 TIES WITH (4)- PQ x IT LONG (MN) 4 p ° ° USE FACTORY SUPPLIED y p ° a 184P CONCRETE RAD ENA}tE TEMPLATE ' ° LENGTH OF�NCLOSURE ° \ , 4. e a . .. ° .. ° 4 o 'a ° ° F 164" ° .. ° r 3"CIEAR °' .4 p d° a ❑o ° 4 G p 0 i .. .. a 4 ° ° .° 24" 64 .a. PLAN VIEW POLE LAMP BASE DETAIL a m 4 a p' 4 PROVIDE ECOSIL SERIES WAT9FSEALER b . . ° , a -7° a BY F&RO WATERPROOFING SYSTEMS ON. ° ALL INTERIOg S`IAOOTHOALL SUFACES' AND ON FLOOR. -FINISH PRODUCT TO B5 EALED, WASHABLE AND INSTALLED PERda 4 MANUFACTURER'S SPECIFICATION'S p 4' ° (OR APPRQyED EQUAL) d' a 4' ° °.. ° LLp 6-S'.x 4'-TOURPSTER 6-IpDUMPSTER al ° I d: .8'-8Fz 8 n d I° °4 ° 0 ° ° .I I'a I, p lu 1 4 ° 'ad °' ° .. L ----------.J L.— --- —.------- 7�vj b Fj °I p, TRASH ENCLOSURE PLAN 2"-4" SPACING 4x4 FRONT TOP VIEW 2X4 s�_n��nnev oncr coerinlr_ WClldl� NOTES: 1. REFER TO DETAIL 7/ASD1 FOR FOUNDATION PLAN. 2. FLOOR OF TRASH ENCLOSURE TO BE SLOPED TO DRAIN (REFER TO CIVIL PLANS). 3. PROVIDE HOOK OR OTHER DEVICE TO SECURE EACH GATES "CANE" BOLTS IN THE UP POSITION TO ALLOW GATES TO SWING OPEN WITHOUT SCRAPING CONCRETE PAVEMENT. 6" HIGH x 6" WIDE RAISED CONCRETE PROTECTION CURB AT BASE OF WALL AS SHOWN rxrx16" PRECISION CMJ BLOCK: BY ORCO BLOCK, COLOR: SW 7037"BALANCED BEIGE' (OR APPROVED EQUAL) IFAN UNOBSTRUCTED VIEW EXISTS OFA RESIDENTIAL BUILDING BETWEEN TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCTA PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS. PRIVACY FENCE DETAIL REARVIEW NOTE: 1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FOR FASTENING. 2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS. b ro m 3/9'= TF A FRONTELEVANON 3 SD, TYP. �\ SIDEELEVATION u NOTE: LIGHTING FIXTURE SPECIFICATIONS S14OWN ON P HOTOMETRIC P LANS, SHEET ES2 SUPERCEDE INFORMATION SHOWN ON THIS DETAIL `0 a h 3" 24" SECTION VIEW 8"Arx18" PRECISION CMJ BLOCK: BY ORCO BLOCK, COLOR: SW 7037"BALANCED BEIGE" (OR APPROVED EQUAL) TRASH ENCLOSURE ELEVATIONS NOTE: SEE PHOTOMETRIC PIANS, SHEET ES2 FOR MOUNTING ARRANGE WENT (SINGLE, DBL, TRIPLE, QUAD) NOTE: G.C. TO FINISH DETAIL ALL LIGHT POLES. PROVIDE FINISHED SMOOTH SURFACE TO ELIMINATE ANY HOLES AND SPIRALSONOTUBE APPEARANCE. PROVIDE PAINTED SAFTEYYELLOW FINISH ON CONCRETE LIGHT POLE BASE FOUNDATION. TOUCH UP ARD REPAIR ANYSCRATCHES ON THE PARKING LOT LIGHT POLES. (TYPICAL) —LIGHTING FII PER PHOTOMETRIC PIANS — LIGHTING FIXTURE POLE PER PHOTOMETRIC PLANS NOTE: PROVIDE PHOTOCELL ON ALL CIRCUITS CONTI20LLING EXTERIOR LIGHTING — T x T x 314" STL BASE PLATE (OR PER MANUF ) TRIM BOLTS AS NEEDED TO INSURE THAT BASE COVERS SIT DOWN FLUSH AND CONNECT WITH LIGHT POLE BASE — HANDLE AND GROUND CONNECTOR — 3413 TIES WITHIN TOP (AND BOTTOM? F OF FOOTING — NATURAL GRADE — ANCHOR BOLTS BY MANUF. (4)-1"0 WITH IF MIN. EMBEDMENT USE FACTORY SUPPLIED TEMPLATE — ELECTRICAL CONDUIT. ALL SITE UGHTING CONDUIT IS TO HAVE A MINIMUM OF 24INCHES OF EARTH COVER TYPICAL — 445VERTICAL —93 TIE ATFO/C ANCHOR BOLTS FURNISHED BY ELECTRICAL CONTRACTOR INSTALLED BY GENERAL CONTRACTOR T x T x 31T STL BASE PLATE (ORPERMAN,F.) 93 TIES ® F HORZ ANCHOR BOLTS BYMINUF. 39 3 TIES WITH (4)- PQ x IT LONG (MN) T OFFOOTING USE FACTORY SUPPLIED TEMPLATE o 3"CIEAR ❑o 0 i 24" 4 A VERT CAL PLAN VIEW POLE LAMP BASE DETAIL WClldl� NOTES: 1. REFER TO DETAIL 7/ASD1 FOR FOUNDATION PLAN. 2. FLOOR OF TRASH ENCLOSURE TO BE SLOPED TO DRAIN (REFER TO CIVIL PLANS). 3. PROVIDE HOOK OR OTHER DEVICE TO SECURE EACH GATES "CANE" BOLTS IN THE UP POSITION TO ALLOW GATES TO SWING OPEN WITHOUT SCRAPING CONCRETE PAVEMENT. 6" HIGH x 6" WIDE RAISED CONCRETE PROTECTION CURB AT BASE OF WALL AS SHOWN rxrx16" PRECISION CMJ BLOCK: BY ORCO BLOCK, COLOR: SW 7037"BALANCED BEIGE' (OR APPROVED EQUAL) IFAN UNOBSTRUCTED VIEW EXISTS OFA RESIDENTIAL BUILDING BETWEEN TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCTA PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS. PRIVACY FENCE DETAIL REARVIEW NOTE: 1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FOR FASTENING. 2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS. b ro m 3/9'= TF A FRONTELEVANON 3 SD, TYP. �\ SIDEELEVATION u NOTE: LIGHTING FIXTURE SPECIFICATIONS S14OWN ON P HOTOMETRIC P LANS, SHEET ES2 SUPERCEDE INFORMATION SHOWN ON THIS DETAIL `0 a h 3" 24" SECTION VIEW 8"Arx18" PRECISION CMJ BLOCK: BY ORCO BLOCK, COLOR: SW 7037"BALANCED BEIGE" (OR APPROVED EQUAL) TRASH ENCLOSURE ELEVATIONS NOTE: SEE PHOTOMETRIC PIANS, SHEET ES2 FOR MOUNTING ARRANGE WENT (SINGLE, DBL, TRIPLE, QUAD) NOTE: G.C. TO FINISH DETAIL ALL LIGHT POLES. PROVIDE FINISHED SMOOTH SURFACE TO ELIMINATE ANY HOLES AND SPIRALSONOTUBE APPEARANCE. PROVIDE PAINTED SAFTEYYELLOW FINISH ON CONCRETE LIGHT POLE BASE FOUNDATION. TOUCH UP ARD REPAIR ANYSCRATCHES ON THE PARKING LOT LIGHT POLES. (TYPICAL) —LIGHTING FII PER PHOTOMETRIC PIANS — LIGHTING FIXTURE POLE PER PHOTOMETRIC PLANS NOTE: PROVIDE PHOTOCELL ON ALL CIRCUITS CONTI20LLING EXTERIOR LIGHTING — T x T x 314" STL BASE PLATE (OR PER MANUF ) TRIM BOLTS AS NEEDED TO INSURE THAT BASE COVERS SIT DOWN FLUSH AND CONNECT WITH LIGHT POLE BASE — HANDLE AND GROUND CONNECTOR — 3413 TIES WITHIN TOP (AND BOTTOM? F OF FOOTING — NATURAL GRADE — ANCHOR BOLTS BY MANUF. (4)-1"0 WITH IF MIN. EMBEDMENT USE FACTORY SUPPLIED TEMPLATE — ELECTRICAL CONDUIT. ALL SITE UGHTING CONDUIT IS TO HAVE A MINIMUM OF 24INCHES OF EARTH COVER TYPICAL — 445VERTICAL —93 TIE ATFO/C ANCHOR BOLTS FURNISHED BY ELECTRICAL CONTRACTOR INSTALLED BY GENERAL CONTRACTOR T x T x 31T STL BASE PLATE (ORPERMAN,F.) 93 TIES ® F HORZ ANCHOR BOLTS BYMINUF. 39 3 TIES WITH (4)- PQ x IT LONG (MN) T OFFOOTING USE FACTORY SUPPLIED TEMPLATE o 3"CIEAR ❑o 0 24" 4 A VERT CAL PLAN VIEW POLE LAMP BASE DETAIL 0, NF ADJACENT WALL, PLAN VIEW WHERE OCCURS BIKE RACK FI FVATHTN BICYCLE PARKING RACK DETAIL NO SCALE 3f16 BOLT PAINT GATE TO CANE BOLTS TYP. 2 PROVIDE HOOK OR OTHER DEVICE TO SECURE EACH GATES "CANE" BOLTS IN THE UP POSITION TO ALLOW GATES TO SWING OPEN WITHOUT SCRAPING CONCRETE PAVEMENT. BICYCLE PARKING RACK SLOOP - NEAVY DUTY WINDER #125 (5 BIKES) BY DUMOR INC. POWDER COATED, COLOR: DARK BRONZE BOLT TO CONCRETE PER MFR'S RECOMMENDATIONS, TYP. Y., I RT TE 2 x 2 x 1/4" STEEL TUBE SUPPORT@ CENTER GATE DETAIL I ns (OA 50.1/2 (OAH) TYP ,/B I \ 112" I I MITER CORNERS TYP. I I I I I I ' STEEL HSS COL PER PLAN, TYP. I I I I I I 1 vox 11/2x 3116" STEEL ANGLE TYP. TO RECIEVE RIB PANELS I I I I I I HEAVEY DUN BRASS BEARING HINGES (TYP OF 3 @ EA. GATE) I I I I I I I I I I 22 GA vd 112"RIBx 38" WIDE HORIZONTAL 41-L2 (OAD) BICYCLE PARKING SHELTER DETAIL NO SCALE RAIL CYCLESAFE: PROPARK SM (M02) L.OMRS (1)1J14II5-(2) BU C42ACITY G TER G z0~ N Q F U 0 LU F_ 2 r - U ¢ i Q azw m 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT A WOODCREST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 r mail: wadegbvvoodcrestrev.com PROJECT J �a 0 Ll H Z W Cf) 00 W o Z O � Lu C14W D J 06 0 Q in C5 cj) Of W Z LL m a0 O �_ Z O O d Lu a 0U) J 11J a_ O miLY < O Q Q REVISIONS uo oex;wvna onrt "e D SHEET TITLE ARCHITECTURAL SITE c DETAILS 6518-21 s AS NOTED g µax LDALE u ue_ 26316 R G U � z_ � N a F U o w F � U ¢ i Q z La2 � rc W 6] W 3578 30th Street San Diego, CA 92104 U. 619.236.0595 F. 619.236.0557 CLIENT WOODCREST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 emai: bwoodcrestrev.com PROJECT wadegmi �a 0 w z � LU W 00 I_ W in z LU Z �- LU cl) W Z LL O Z U 0a � a U� o w J O Of lL OQ Q REVISIONS N] MSCPoFlICN SPIE "z "e SHEET TITLE FLOOR PLAN G e s 6518-21 AS NOTED � amee L DAIS 20316 ���° 20316 -0^ I I I I I I in A N m � i I qp I r- y I I I I �m-MI N y.� 77 w RECEIVING AREA 0 103 rc W — — — — — — W B F ISALES AREA I W 102 4 b sg-s,rr V46'-1,^ 14-3,rr I MEN'S b -- 104 9 E' WOMEN'S 105 2^ m , 2r -2, r4 B• -0 4r-' T-16,2^ :s a BREAK 00 I –_–_ ROOM y ro z-6,PC 1 100 _ TWPo ..E W91E W6E16! V1 III ^�lo '' ^y,, - LJ—.J I / E N /\ _________________ II O y 8 6 4^ OFFICE HALLWAY 0 V LL , S FLOOR PLAN A ve=r-6' M as -o 29-9" 29-0^ 294 28'-6" 29 A01 0 0 EQ. 25 EQ. AS FRONT ELEVATION (NORTH SIDE) KLAK LLLVA I IUN 2 (SOUTH SIDE) 'B -'W (EAST SIDE) SIDE ELEVATION (WEST SIDE) I ELEVATION KEYED NOTES I OSIGN FURNISHED AND INSTALLED BY DOLLAR GENERAL CORP. WITH CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE CENTERED ON FRONT OF BUILDING. CONTRACTOR IS TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT OF UP TO 1,400 LBS. EXTERIOR CANOPY SIGN SHALL BE SUPPORTED BY THE FACE OF CANOPY. CONTRACTOR IS TO PROVIDE ADEQUATE STRUCTURE TO SUPPORT SIGN. COORDINATE THE PROPER SIGNAGE TO BE USED WITH DOLLAR GENERAL. ONOT USED. OFLOOD LIGHT. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO. ® NOT USED. OWALL PACK. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO. © NOT USED. O7 TRIM- SEE FINISH SCHEDULE FOR COLOR. ® GUTTER AND DOWNSPOUT- SEE FINISH SCHEDULE FOR COLOR. O8" SPLIT FACE CONCRETE MASONRY UNIT. 10 STANDING SEAM METAL ROOF. 11 PRE -FINISHED METAL WALL PANELS FOR FASCIA AND PARAPET OVER ENTRANCE, REVERSE RIB PROFILE. 12 PRE -FINISHED METAL WALL PANELS FOR SIDE AND REAR. PROVIDE TAMPER-RESISTANT FASTENERS FOR BOTTOM 8'40, . 13 VENT FOR BATHROOM EXHAUST. REFER TO MECHANICAL DRAWING Mi FOR ADDITIONAL INFORMATION. 14 DOOR BUZZER. REFER TO ELECTRICAL DRAWING El FOR ADDITIONAL INFORMATION. 15 NOT USED. 16 HVAC UNITS MOUNTED ON ROOF. REFER TO MECHANICAL SHEET Mi FOR MORE INFORMATION. 17 OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING DOOR AT 9'-0" A. F.F. 18 MINIMUM EAVE HEIGHT IS 14'-0" A.F.F. 19 PARAPET BEYOND. IN NORTHERN CLIMATES, PROVIDE SNOW GUARDS ON ROOF PER 20 LOCALCODE. 21 EXTEND PARAPET WALL UPAS NEEDED TO SCREEN ROOF MOUNTED EQUIPMENT IF REQUIRED BY LOCAL ORDINANCE. 22 FINISH GRADE TO BEA MINIMUM OF 6" BELOW FINISHED FLOOR LEVEL AT ALL NONPAVED AREAS. 23 NOT USED. 24 1@" DIAMETER x 6" LONG STEEL EYE BOLTS (CLOSED) WITH 1" DIAMETER OPENINGS. DRILL AND EPDXY INTO BLOCK WALL. 4 BOLTS TO BE LOCATED AS SHOWN EACH SIDE OF ENTRY. TOTAL OF 8 BOLTS. PEMB VP BUILDINGS STAR BUILDING SYSTEMS NUCOR BUILDING SYSTEMS BIG BEE STEEL BUILDINGS CHIEF BUILDINGS PREFERRED COLORS IF VENDOR 1 1lit] 4:14 ALTERNATE EXTERIOR ATM RANDY SPEARS 205-907-8175 ATM JEFF HORN 366569-8899 MEN 31556M-0 0 AS FRONT ELEVATION (NORTH SIDE) KLAK LLLVA I IUN 2 (SOUTH SIDE) 'B -'W (EAST SIDE) SIDE ELEVATION (WEST SIDE) I ELEVATION KEYED NOTES I OSIGN FURNISHED AND INSTALLED BY DOLLAR GENERAL CORP. WITH CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE CENTERED ON FRONT OF BUILDING. CONTRACTOR IS TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT OF UP TO 1,400 LBS. EXTERIOR CANOPY SIGN SHALL BE SUPPORTED BY THE FACE OF CANOPY. CONTRACTOR IS TO PROVIDE ADEQUATE STRUCTURE TO SUPPORT SIGN. COORDINATE THE PROPER SIGNAGE TO BE USED WITH DOLLAR GENERAL. ONOT USED. OFLOOD LIGHT. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO. ® NOT USED. OWALL PACK. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO. © NOT USED. O7 TRIM- SEE FINISH SCHEDULE FOR COLOR. ® GUTTER AND DOWNSPOUT- SEE FINISH SCHEDULE FOR COLOR. O8" SPLIT FACE CONCRETE MASONRY UNIT. 10 STANDING SEAM METAL ROOF. 11 PRE -FINISHED METAL WALL PANELS FOR FASCIA AND PARAPET OVER ENTRANCE, REVERSE RIB PROFILE. 12 PRE -FINISHED METAL WALL PANELS FOR SIDE AND REAR. PROVIDE TAMPER-RESISTANT FASTENERS FOR BOTTOM 8'40, . 13 VENT FOR BATHROOM EXHAUST. REFER TO MECHANICAL DRAWING Mi FOR ADDITIONAL INFORMATION. 14 DOOR BUZZER. REFER TO ELECTRICAL DRAWING El FOR ADDITIONAL INFORMATION. 15 NOT USED. 16 HVAC UNITS MOUNTED ON ROOF. REFER TO MECHANICAL SHEET Mi FOR MORE INFORMATION. 17 OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING DOOR AT 9'-0" A. F.F. 18 MINIMUM EAVE HEIGHT IS 14'-0" A.F.F. 19 PARAPET BEYOND. IN NORTHERN CLIMATES, PROVIDE SNOW GUARDS ON ROOF PER 20 LOCALCODE. 21 EXTEND PARAPET WALL UPAS NEEDED TO SCREEN ROOF MOUNTED EQUIPMENT IF REQUIRED BY LOCAL ORDINANCE. 22 FINISH GRADE TO BEA MINIMUM OF 6" BELOW FINISHED FLOOR LEVEL AT ALL NONPAVED AREAS. 23 NOT USED. 24 1@" DIAMETER x 6" LONG STEEL EYE BOLTS (CLOSED) WITH 1" DIAMETER OPENINGS. DRILL AND EPDXY INTO BLOCK WALL. 4 BOLTS TO BE LOCATED AS SHOWN EACH SIDE OF ENTRY. TOTAL OF 8 BOLTS. G U 0 N a F U o W F 2� U ¢ i Q z a � rc �m 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT A WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P,760-789-5493 email: wadeOwoodcrestrev.com PROJECT 0a O LL LU Z � LU cf) 00 W in I_ LU z LU LU cd W C"0 Q U cf) W Z LL a0 O I� �_ Z U a LU a J 0� UJ a O Of a CQ Q REVISIONS uo. oescNrnax on,E 2 C E SHEET TITLE EXTERIOR ELEVATIONS `e 0518-21 s ASNOTED xmer. L. DALE u ue_ 20311166 R enw. 20316 s TxueeAOLV PEMB VP BUILDINGS STAR BUILDING SYSTEMS NUCOR BUILDING SYSTEMS BIG BEE STEEL BUILDINGS CHIEF BUILDINGS PREFERRED COLORS IF VENDOR ALTERNATE EXTERIOR ATM RANDY SPEARS 205-907-8175 ATM JEFF HORN 366569-8899 ATM BOBBARRY 31556M-0 0 ATM KEVIN BUSLER 8004ZZ M78 ATM ERIN SULLIVAN 800495-1767 MATERIALS ARE USED INSTEAD OF METAL PANELS FINISHES EXTERIORFINISHESARETOMATCH OR BE EQUALTO VP WILDINGFIN SELECTIONAUAUTHORSHAVING �� 8 O §y Ov~ ,v PP$ 02^,W SS �v'y W P O^,W S ,v ,P §W S ,v ,OyJURISDICTIONGOES WPGi JURISDICTION NOT ALLOW. OS 02N OyP OyST Vy �Y yo �Y yP QO (� 2yy P2�'r 02^,W �Y 0 OS PO��y Q SWp y'r��[y KkQQ yP OP yP GC' yP 4 (37 4P 0P QO OP yP2 OP GUTTERS • • • • • • DOWN SPOUTS • • • • • • S1DE AND REAR METAL WALL PANELS &TRIM, RECEIVING& EMERGENCY EXIT DOORS • • • • • • (EXTERIOR OF DOORS TO BE PAINTED, REFER TO DOOR SCHEDULE) ARCHITECTURAL BLOCK AT BUILDING FACADE TO BE PRE -FINISHED OR PAINTED (2 COATS -LOXN XP • • • • • • MASONRY COATING A24W KM SERIES) TO MATCH THE METAL WALL PANEL. FLAT METAL SOFFIT AT STOREFRONT • • • • • • VESTIBULE. BUILDING FASCIA WALL, PARAPET OVER • • • • ENTRANCE, AND CANOPY STOREFRONT SYSTEM STANDING SEAM METAL ROOF PANELS • • • • • INTERIOR SALES AND RECEIVING FLOOR LINER • • PANEL G U 0 N a F U o W F 2� U ¢ i Q z a � rc �m 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT A WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P,760-789-5493 email: wadeOwoodcrestrev.com PROJECT 0a O LL LU Z � LU cf) 00 W in I_ LU z LU LU cd W C"0 Q U cf) W Z LL a0 O I� �_ Z U a LU a J 0� UJ a O Of a CQ Q REVISIONS uo. oescNrnax on,E 2 C E SHEET TITLE EXTERIOR ELEVATIONS `e 0518-21 s ASNOTED xmer. L. DALE u ue_ 20311166 R enw. 20316 s TxueeAOLV NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS DIG SAFELY CALL THE OREGON ONE -CALL CENTER 1-800-332-2344 EMERGENCY TELEPHONE NUMBERS NW NATURAL GAS M -F 7am-5pm 503-226-4211 EXT.4313 AFTER HOURS 503-226-4211 PGE 503-464-7777 QWEST 1-800-573-1311 VERIZON 1-800-483-1000 Know what's Dem. Call before you dig. GENERAL NOTES 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LAYOUT. 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2017 OREGON PLUMBING SPECIALTY CODE AND LOCAL JURISDICTION REQUIREMENTS. 8. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 9. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF AAI ENGINEERING, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 11. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 12. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 16. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 17. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 18. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140 - 209.155. CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION JOINT. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT. UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 1 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. 4. ALL STORM AND SANITARY FITTINGS TO BE ECCENTRIC FITTINGS UNLESS OTHERWISE NOTED. WATER 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36 -INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. 3. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 959 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. PAVING 1. SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS. MATERIAL NOTES 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE AS INDICATED IN THE PLANS. PIPES WITH LESS THAN 2' OF COVER SHALL BE C900/C905 PVC, HDPE OR DUCTILE IRON PIPE. 3. PRIVATE WATER MAINS 4 -INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE SCH 52 OR C900; AS INDICATED IN THE PLANS. 4. PRIVATE WATER LINES 3 -INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER OR PVC; AS INDICATED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. SEPARATION STATEMENT ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. N z = U 0 I- a U p W rn 'L U F 6' z a z EL u f w f 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT WOODCREST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade@woodcreetrev.com 1 PROJECT 1 L O w LU LU a O LU LU 0 U cr LU 0 O U 0 LU U) O a O cr a ,EN i� W z W a H 1b 0 Z v m N co Or �o Z LU Q LL Z_ O D' U LL LU Tn Tn REVISIONS rvc. oewunia onre d z LU LU Z Z W 1 SHEET TITLE II GENERAL NOTES 83-19-21 AS NOTED JMS 20316 rNIS C0.1 20318 DIA H9ALTA/NSPS LAND TITLE SURVEY 53 REM=554.00' . .. . OB 19IE(€)24".GON 7.65' RIM=548 % .:..../. / . IE(5)2}" Nf=547.85.,. BTM OFSTRUCTUE=547.03' DMH 7 / IE�)2a �NC� 7,55.. • .j SITUATED IN THE SOUTHWEST ONE QUARTER OF SECTION IE(N/S)42" CONC=542.16' RIM=553.23' �. IE(N)lO`CONC==s5a7.g6 �. 35 TOWNSHIP 17 SOUTH RANGE 2 WEST 19 O' '; .�y /.� .. ' IE(S)34�APfi=sa .43' . M.... r r r IE CONC=546:32" .. WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, r LANE COUNTY OREGON LEGEND .. PIM -,&56.99.. .. ; e=sao.ss'. r DMH 3 LEGAL DESCRIPTION PER TITLE REPORT Il IE(w)1s. PVC -540.43' . RIM=S51.1H✓ IE(N)42".CONC ;54 .33'. IE(E)36" CfJNC=545.01' V w " O' N '� . ® - SURVEY CONTROL POINT LOT 1, MCKENZIE HILLS, AS PLATTED AND RECORDED IE(SE).20 CONC='546,16: "' �� , . .. - . ST S- , / -SET SURVEY MONUMENT IE SW 8" CO PLUGGED?=$46.25'-FOUND SURVEY MONUMENT OREGON PLAT RECORDS, LANE COUNTY OREGON ( .) - ..GOH ❑ - CATCH BASIN '."'. .M 2 / ..��.7 ON IN FILE �� WAY 57 i .. ...... HIGI �� .. i-_ �..:. \ 0 WATER VALVE NOTES: 7z ,SLIDES 19, 20 AND 21, LANE COUNTY DS IN S WATER METER 1. THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES d y . y 55 -� ` -SANITARY SEWER MANHOLE SHOWN ARE ALL THE UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES S5 I- STORM DRAIN MANHOLE SHOWN ARE BASED ON LOCATE PAINT MARKINGS IN THE FIELD AND AS SSS .. \ .or. Si' ' `\ ." l\ q -553 J y5 .�: ® - cLEnN pDT MAPPING. UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON l 55 //� / $ �?• THIS SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM PAINT QST �^ - a' o // D4 - IRRIGATION CONTROL VALVE MARKINGS ON THE GROUND. THE PAINT MARKINGS ON THE GROUND WERE 5T d... -552/ �. ., a ° - 555- N \ �' _ . - GAS VALVE PROVIDED BY ONE CALL UTILITY LOCATES [811]. h..' ..I I_.57'�� \ ® -GAS METER �O �/ ' elj _ - �� 556 - BASED ON VISIBLE ABOVE GROUND EVIDENCE AND AS BUILT MAPS. AND 4 _ _ 2. STORM DRAIN AND SANITARY SEWER LINES SHOWN ARE APPROXIMATE .. �J �_ LUMINAIRE - .5 I}:. 1��57- ... �G h I . SS 'SS I '° ° / G to -554 \\ _ _ t J I e - COMM RISER 3. THE HORIZONTAL DATUM AND BASIS OF BEARINGS IS NAD 83 2011 EPOCH T a SS SS - - : 'U / 9I �h�/ I _ 2010.00 OREGON NORTH 3601, INTERNATIONAL FEET. GPS OBSERVATIONS USING ,03� 189.50 _ r o COMM ]UNCTION BOX Is -SIGNAL JUNCTION BOX THE OREGON REAL TIME NET RK (ORGN) WERE HELD AT CONTROL POINT NUMBER 10 AND 11. TERRESTRIAL GROUND MEASUREMENTS WERE TAKEN < 1S !v. - Ip I I ® - ELECTRIC METER BETWEEN ALL INTERVISIBLE CONTROL POINTS. TRIMBLE BUSINESS CENTER ELECTRIC ]UNCTION BOX VERSION 4.0 WAS USED TO ADJUST THE CONTROL NETWORKS. CO, - UTILITY POLE g I - � / I ( E- - GUY ANCHOR 4. THE VERTICAL DATUM IS NAVD 86. A GPS DERIVED ELEVATION OF LEVELS 578.61'FEET R=55041'76" �- w -FIE HYDRANT WAS HELD AT CONTROL POINT NUMBER 11. DIGITAL DIFFERENTIAL LEVELS WERE =0'41'16" 6" CB 8 FI / ro L=66.10' Sc�6 �- Rei 1=s49.g5' � J � � I -� -SIGN RUN THROUGH THE ON-SITE CONTROL. SMHC CH=66.10' / / IE(N)24"CONC=545(2' / RIM -550.90' sc {IIIr I I r-wETLNDFUG IMPROVEMENT NOTES: IE(S�"GONG=542.33' ''. I' '. '' ��' / CB=N82°36'07"E / � BTM=547.20' i I IE(W)10" CONC=541.38' / y . 3' II 5h 1702353104900 / / / -TEST PIT 1. THEE IS A 3' TALL WOOD FENCE THAT CROSSES THE SOUTHERLY LINE OF THE O / I h / SCHAFNER PROPER, LLC / / / I rvnv SUBJECT TACT BY 0.4', AT THE NORTHEAST CORNER OF LOT 2, "McKenzie HILLS" CB : / / / / I ® -MONITORING WELL TO A POINT 40' WEST OF THE NORTHEAST CORNER LOT 2. RIM=551.5 / I 6 / / / SPRINC99ELD011 f478 / / I I IE(E)12" CONC=548.5 a./ S ;. I O M=551.76' / / / / 2 -LINE CONTINUES TO UNKNOWN LOCATION 2, THEE IS A SIX FOOT WOOD FENCE THAT CROSSE THE SOUTHERLY LINE OF THE IE(SW)b" PVC=550.5 Ste, I=(NW)1 . C C=548.24' / / / CONTA* 1.4 ACRES / �I - E - - UNDERGROUND ELECTRIC LINE SUBJECT TACT BEGINNING AT A POINT 7.7' FEET EAST OF THE NORTHWEST BTM=547.61'(DEBRI I IF MORE ORSS / / / I CORNER OF LOT 3, "McKenzie HILLS THAT IS 9.5' NORTH OF THE SOUTHERLY LINE g F -ST- - UNDERGROUND STORM DRAIN LINE / I _ _ y FOR 103.8' TO A POINT THAT IS NORTH OF THE SOUTHERLY LINE THAT '- / g59/ / / -SS- -UNDERGROUND SANITARY SEWER LINE CROSSES SOUTH ACROSS THE SOUTHERLY ERLY LINE 13' WEST OF THE NORTHEAST -C - - UNDERGROUND COMMUNICATION LINE CORNER OF SAID LOT 3. DMH -T - - UNDERGROUND TELEPHONE LINE 2 I� / 5$/ / / / / ,A �I THEE ISA 7.8'X 7.8' DECK THAT IS ENTIRELY ON THE SUBJECT TACT AT THE RIM=551.7 5 / I °' -N- - UNDERGROUND CABLE N LINE SOUTHERLY LINE 23.8' WEST OF THE NORTHEAST CORNER OF LOT 3, McKenzie IE(NW)24"CONC=546.7' �i. / /' IE(E)12"GONG=547.3' O I / \ / / I uFl -W- - UNDERGROUND WATERLINE HILLS. CONC=546.7 O / / / / I �3 - G - -UNDERGROUND NATURAL GAS LINE IE(S)24" N I' 4J1 3. THEE IS A SIX FOOT WOOD FENCE THAT CROSSES THE SOUTHERLY LINE IE(W)12" CONC=547.3 ' `. ,V \I -SIG- - UNDERGROUND TRAFFIC SIGNAL LINE THE SUBJECT TACT 2.8' EAST OF THE NORTHWEST CORNER OF LOT 4, "McKenzie �' SS¢ I\�d1 U/h6ry / I o -OH- -OVERHEAD UTILITY LINE HILLS" THAT RUNS TO THE EAST LINE OF THE SUBJECT TACT 12.2' NORTH OF THE 3 I / 560 `\ / ( ry 0 - FENCE LINE NORTHEAST CORNER OF LOT 4, "McKenzie HILLS". SMH B -\\\\\\\111 iI(�//////�o N SMH - SANITARY SEWER MANHOLE THEE IS A 12" WIDE KEYSTONE WALLTHAT CROSSES THE SOUTHERLY LINE OF C RIM=554.98' N / I / / �/ _ `1\� \ ` DMH - STORM DRAIN MANHOLE THE SUBJECT TACT THAT IS NORTH 2' NORTH AND 8.5' EAST OF THE NORTHWEST IE(N)8"CONC=547.05' G §I 1 / / / / \\O , / / I I J 1702350004100 CB -CATCH BASIN CORNER OF THE SUBJECT TACT. IE(E)8" CONC=547.36' I _ 00 = �i \. / I I FPG OREGON LLC q - FIELD INLET IE(S)8" CONC=549.18' / % I 4901 VINELAND RD STE 300 4. THEE ARE COMMUNICATION STRUCTURES AND IT APPEARS THAT THERE ARE rpt` SPRINGFIELD OR, 97478 COMMUNICATION LINES THAT WERE NOT LOCATED THROUGH THE ONE -CALL \�\\\n` \K` / <O I N UTILITY LOCATE COMPANY 811 ALONG THE SOUTHERLY LINE OF THE SUBJECT \ �j/'A�u/)ILIN -CONCRETE ( ) 5g / / Y J \\� / I \f \ TACT. THAT HAVE NO EASEMENT. 30" Z: X / / /= �a 0� / \ \y\ �I I , -ASPHALT SPECIAL EXCEPTIONS: 30; \ / 6. EASEMENTS, NOTES, CONDITIONS, ESTRICRONS AND DEDICATIONS AS SCO RIM=558.48' O S .y I n / // _ / �Cj$ / / �\\1 I y SHOWN, SET FORTH, AND/OR DELINEATED ON THE RECORDED PLAT OF MCKENZIE w 3 ry IV/ /` \ / �/ �� \\\-� / / / I I �i HILLS, RECORDED IN RECEPTION NO. F072 5019 LANE COUNTY OREGON PLAT I14' 4 I = - DECIDUOUS TREE (DTR) RECORDS. (PLOTTED) GRANTED 7. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED THE OREGON STATE HIGHWAY COMMISSION AND THE CIN OF SPRINGFIELD, FOR y0.4 SLOPE EASEMENT AND FOR STORM DRAINS RECORDED JULY 18, 1966, RECEPTION _I NO. 1966-054410, LANE COUNTY OREGON DEED RECORDS. 1 / -/ / / I I \ \\� °s • -EVERGREEN TEE (ETR) (PLOTTED WITHIN PLAT EASEMENT) Sao 3 o 4f41,111 / I I �\ $'e:nn�'� S. DEED OF TRUST, INCLUDING THE TERMS AND PROVISIONS THEREOF, EXECUTED / / ,/ I I yN `\ BY SCHAFFNER PROPERTIES LLC, GRANTOR, TO CASCADE TITLE COMPANY, °FS6O. 311.1 I / I EXAMPLE TRUSTEE, FOR THE BENEFIT OF OREGON PACIFIC BANK, BENEFICIARY, DATED Elk A� AUGUST 18, 2016, RECORDED AUGUST 25, 2016, RECEPTION NO. 2016-041430, /5$ -565 1 12" DTR 5 LANE COUNTY DEEDS AND RECORDS, TO SECURE PAYMENT OF A NOTE FOR .w �/ 1 / / 1 / 1 $133.019.87. ID ° ji' J7I� 1: /IV ELEC. VAULT / ELEC. TRANSFORMER 3 � / I / / / / / I DIAMETER FROM ONE 56�'. TYPE FROM ONE BASE BOUNDARY NARRATIVE: '- THE CENTERLINE OF SOUTH 72ND STREET WAS RE-ESTABLISHED ASA LINE FROM E_/ / I A POINT 30 FEET EAST OF MONUMENT NUMBER [106] TO A POINT 30 FEET EAST OF \A,\\�\`7 i� MONUMENT NUMBER [102]. 5$ / G\/I y RESULTING LINE WAS OFFSET 30 FEET EAST FOR THE WEST LINE OF THE 5 SUB ECT j......S J 4 I NOTE: THE SOUTH LINE OF THE SUBJECT TACT WAS ESTABLISHED AS A LINE FROM A I POINT 95.00 FEET NORTH OF MONUMENT NUMBER [101] TO A POINT 120 FEET -566/ - J I NORTH OF MONUMENT NUMBER [111). PER THE PLAT OF" McKenzie HILLS, LANE '"T- �- \ \\\\ 11I II/,// MMUNICATION � 567 _ � NOT ALL ITEMS IN THE LEGEND COUNTY PLAT RECORDS. I . � \\\ r/i/ S (TPP: j. - - I F ARE SHOWN ON THE SURVEY. 4 / 5' HEDGE THE EAST LINE OF THE SUBJECT TACT WAS ESTABLISHED AS LINE FROM - / \1 MONUMENT NUMBER [110] TO A POINT 164.98 FEET EAST OF MONUMENT NUMBER 2" PVC : G / / $66,n I� I __ o- - / T [100] PER SAID McKenzie HILLS. DMH2 THE CENTERLINE OF McKenzie HIGHWAY (STATE HIGHWAY126) WAS RIM=569.50 •l .w / -4- �$ /�� /r ' // _570 -RE-ESTABLISHED RE-ESTABLISHED BY HOLDING THE CENTERLINE GEOMETRY FROM STATE HIGHWAY IE(N)24" CONC=563.16' ] f/� / I l- - _ - S) I MAP NUMBER 8B-35-10 AND BY POSITIONING THE CENTERLINE FROM A POINT J / = 3. FENCE AND WALL OI 40.00 FEET SOUTHERLY OF MONUMENT NUMBER [109] TO A POINT 50.00 FEET IE(S)24" CONC=563.46' / / SR055E5 THF \ \ NORTHERLY OFA POINT AT THE PLAT DISTANCE OF 281.96 FEET ALONG THE IE(W)12" VC=563.56' s.:% Ssel573 /_ -- -�- �ROPFJI7YJINE 1 \ II J EASTERLY LINE OF THE SUBJECT TACT PER SAID McKenzie HILLS. MONUMENT NUMBER [106] AND [107] FIT THE CENTERLINE PER THE PLAT OF RrVERGATE, LANE � . yAULT// 576 -575 'S>S \ I F COUNTY PLAT RECORDS. A STATION 356+53.27 WAS HELD AT A POINT 66.10 FEET / / -tom' N \\ \ w EASTERLY OF THE THE EASTERLY RIGHT OF WAY LINE OF SOUTH 72ND STREET PER COMM. BOX '' O 577- SAID McKenzie HILLS - / - SCO RIM=570.86' 'S / o ))) // /// THAT RESULTING LINE WAS OFFSET SOUTHERLY 50.00 FEET FOR THE NORTHERLY LINE OF THE SUBJECT TACT. 55' II _ �� 5777 JI CERTIFICATION FOR SURVEYS: / / I I w I O p J \ I 1. THIS SURVEY WAS MADE ONA THE GROUND MARCH 2ND AND 3RD, 2021. THIS SURVEY CORRECTLY SHOWS THE AREA OF THE SUBJECT PROPERTY, ff / N66°05'59"W 250 67' \ THE LOCATION AND TYPE OF ALL IMPROVEMENTS SITUATED ON THE SUBJECT PROPERTY. I a �� I ''I� I' - r i h � �= � � J - b' HEDGE 5 2. OBSERVABLE, ABOVE GROUND ENCROACHMENTS BY THE IMPROVEMENTS ON THE SUBJECT PROPERTY UPON ADJOINING PROPERTIES, STREETS OR 575 ALLEYS, OR BY THE IMPROVEMENTS ON ADJOINING PROPERTIES, STREETS OR ALLEYS UPON THE SUBJECT PROPERTY ARE NOTED HEREON. 3' WOOD b' WOOD DECK II 1\\ COMM. RISER 3. THE LOCATION OF EACH EASEMENT, RIGHT OF WAY, SERVITUDE, AND OTHER MATTER AFECRNG THE SUBJECT PROPERTY AND LISTED IN 2. FENCE AND DECK SWING SET 2" KEYSTONE CASCADE TITLE COMPANY OF OREGON PRELIMINARY REPORT ORDER NUMBER 0324663, DATED JANUARY 13, 2021 RECORDING REFERENCES, TO THE 8 AC CROSSES THEPAVERS EXTENT THAT SUCH MATTERS CAN BE LOCATED. THE PROPERTY SHOWN ON THE SURVEY IS THE PROPERTY DESCRIBED IN THAT TITLE REPORT. 4' HEDGE PROPERTY LINE 4. THE SUBJECT PROPERTY HAS ACCESS TO AND FROM DULY DEDICATED AND ACCEPTED PUBLIC STREETS. AND IS AT THE INTERSECTION OF SOUTH 72ND STREET AND McKenzie HIGHWAY. 1. FENCE CROSSES THE PROPERTY LINE 5. THE MEASURED BEARINGS AND DISTANCES SHOWN HEREON FORMS A MATHEMATICALLY CLOSED FIGURE WITH A MINIMUM LATITUDE AND DEPARTURE CLOSURE ERROR OF 1 IN 50,000. 1702353400200 1702353400100 BARROWS CHRISTINA M 6. THE SUBJECT PROPERTY LIES WITHIN FEMA ZONE'X' WHICH IS DETERMINED TO BE OUTSIDE OF THE 500 YEAR FLOODPLAIN. PER MAP FIRM DIWN KAREN 193 S 72ND ST NUMBER 41039CI167 F EFFECTIVE ]UNE 2, 1999. 185 & 187 S 72ND ST �\410SPRINGFIELD OR, 97478 7. THERE WAS NO ZONING REPORT PROVIDED BY THE CLIENT. SPRINGFIELD OR, 97478 �G\�\a'I'1 4 NORTH 9. SURVEYOR HAS NO KNOWLEDGE OF ANY PROPOSED RIGHT OF WAY CHANGES. 10. NO EVIDENCE OF WErLAND DELINEATION WAS LOCATED DURING THE AICERTIFY HEREBY XS OR-1-UT,LLC A UTAH LIMITED BIDE TITLE COMPANY OF OREGON; DG RETAIL, LLC; O DOLLAR GNEAL CORPORATION; DEKER COMPANIES, LLC, AN ALABAMA LIMITED LIABILITY COMPANY AND SCHAFFNER PROPERTIES LLC. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM (RAPFIC SCALE STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES zo 0 16 zo w ep ITEMS 2-5, 6(a), 7(a), 8, 9, 11, 14, I6, 17, 18, 20, AND 21(a)(b)(c) OF TABLE'A' THEREOF. THE FIELDWORK WAS COMPLETED ON MARCH 3, 2021. CES IN W MAKES NO WARRANTIES AS TO MATTER OF UNWRITTEN TITLE SUCH AS ACQUIESCENCE, ESTOPPEL, ADVERSE POSSESSION, ETC. ( N FEET ) 1 hich - ZO feM PAULA. KAHN PROFESSIONAL LAND SURVEYOR REGISTATION NO.(OR) 58964 N Z in a 4- 0 ELI u, F 5 J _ F LU F Z UL Zz Q W f 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT AL WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade@woodcreetrev. com PROJECT Of O Q LL H Z W W rco - 0 O Z Lu w Co Or 2 0 J 25 0 Q U CO Of Lu Lu Z LL Q O Z O O K O_ c W O (n O Of CL Q Q REVISIONS xo. oEscwmw on,E '�rI�T(D w g Z "m Sa w - O m `o W w 1 Y W 11 Lu m N R o Q Z Q _ l' �$'o a` LvLu� n Urn 0 h� w ri m n a SHEET TITLE a EXISTING CONDITIONS e 63-19-21 5 AS NOTED g aurae JM6 26316 wo NNS CO.2 26316 L 5 3 d 2 I U 53 I / / / / / / 1,41 X-126) HIGHWAY hA5 / / / / —ST ----"I A d < / 1 - 3 gh` � ST �— SSq -553 L hry QST— ST�ST .. A d... JIBS®� 3: QST ST ��T!— < d d —G o --5561 1 1 T/ Si�sT . �O Vd ��t—t `1 I _ a / I rt'S+i6p_ / �E 5 4 1 ILI_4 / Firm L' / 3 1 IA Q\ 11-557- �I 3 1702353104900 SCHAFFNER PROPERTIES, LLC SPRINC/KELD OR 7478 CONTAiNS, 1.4 ACRES IMORE ORSS / hh 3 mosso / I 1704100 OREGON FPG OREGON LLC — 4901 VINELAND RD STE 300 \\\\n`////� hro� I t~n SPRINGFIELD OR, 97476 \\ / / \\ yuN'111 3Ile, \ 1 / ./ ,i —565 / / I 3 4/ / — J 6� / i \ �a\J�1,IIUU,///i�� _ — — — -567 — —569- — /u!j —570— —575 — — •sem I 577— — — — — —/ _ -578— > > > I — LI- _ 4 SHEET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 3. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. PROTECT ALL EXISTING UTILITY STRUCTURES AND UNDERGROUND MAINS TO REMAIN. 11. PROTECT ALL EXISTING VEGETATION TO REMAIN. ❑X PROTECTION NOTES 1 PROTECT EXISTING �h 2 PROTECT EXISTING CURB AND GUTTER 3 PROTECT EXISTING UTILITY DATE s 03-19-21 I AS NOTED 3 aurae A .�'/ 3M5 1702353400200 /gd ..DE1NNs 1702353400100 BARROWS CHRISTINA M 193 S 72ND ST / a G DIWN KAREN 5 165 fi 167 S 72ND ST N\L SPRINGFIELD OR, 97476 / SPRINGFIELD OR, 97476 4 SHEET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 3. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. PROTECT ALL EXISTING UTILITY STRUCTURES AND UNDERGROUND MAINS TO REMAIN. 11. PROTECT ALL EXISTING VEGETATION TO REMAIN. ❑X PROTECTION NOTES 1 PROTECT EXISTING TREE 2 PROTECT EXISTING CURB AND GUTTER 3 PROTECT EXISTING UTILITY OX DEMOLMON NOTES 1 REMOVE EXISTING TREE 2 REMOVE EXISTING CURB AND GUTTER 3 REMOVE EXISTING UTILITY STRUCTURE. COORDINATE RELOCATION WITH POWER COMPANY. 4 REMOVE EXISTING UTILITY STRUCTURE. COORDINATE RELOCATION WITH UTILITY PROVIDER. 5 REMOVE EXISTING LIGHT POLE. COORDINATE RELOCATION WITH POWER COMPANY. NORTH CIRAPHIC SCALE 20 a 10 20 90 w IN FEET) 1"-20 fW 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT MTN0 ; we 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wadeftwoodcreetrev.com 1 PROJECT 1 mi 0 LU z W WCL. O J W LU W J Q Of LU LU O U LU W O CL. O Of H Cn co 0 Z V m N Or 0, CO �. Z LL Z o a U Tn W REVISIONS rvc. oewunia onre rtnr� a4 SHEET TITLE DEMOLITION PLAN m DATE s 03-19-21 AS NOTED aurae 3M5 20316 ..DE1NNs 20316 I� IJ 53 NIGvJIG HWAY 126) 2 3 e HARDSCAPE e a ; PLAN m e 5 83-iP21 AS NOTED � aurae °^ �. 3M5 o 20318 < .4. 0 A 4.e: 0 2 3 • J L 0 5 a. !17111 all! 30 Z rl .. 4. ..4 .. oLEE I® 10 4' 7 I I I .���. �.. \\\\\. 1\E\3 0§900.......... r•' ..r� ..........�\�\.�SRRiNG4ElD'OR, 97478 .... +�.Q 2 FF=562.25 �M\\���������������������`������� O re I I " 3LjjaR$�. a IA 4:. 'e I d 4 1702353400100 DIWN KAREN 185 & 187 S 72ND ST SPRINGFIELD OR, 97478 �I n U �N\�5 Nti1 1702353400200 BARROWS CHRISTINA M 193 S 72ND ST SPRINGFIELD OR, 97478 4 1702350004100 FPG OREGON LLC 4901 VINELAND RD STE 300 SPRINGFIELD OR, 97478 SHEET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE INFORMATION. 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24—HOUR NOTICE IS REQUIRED. OO CONSTRUCTION NOTES 1 INSTALL CONCRETE CURB PER DETAIL 1/C4.0 2 INSTALL CONCRETE SIDEWALK PER DETAIL 2/C4.0 3 INSTALL ADA PARKING PER DETAIL 3/C4.0 4 INSTALL CONCRETE WHEEL STOP PER DETAIL 5/C4.0 5 INSTALL ADA RAMP PER DETAIL 6/C4.0 6 INSTALL 6" BOLLARD PER DETAIL 7/C4.0 7 INSTALL BIKE PARKING PER DETAILS BY OTHERS 8 INSTALL STRIPING PER DETAIL BY ARCHITECT 9 INSTALL COVERED TRASH ENCLOSURE PER DETAILS BY OTHERS 10 INSTALL WALL PER DETAILS BY OTHERS 11 INSTALL MONUMENT SIGN PER DETAILS BY OTHERS J:A1Ji:���11Ch CONCRETE SIDEWALK CA.! SURFACING PER DETAIL 8/C4.0 ASPHALT SURFACING — STANDARD ........................................... PER DETAIL 9/C4.0 ASPHALT SURFACING — HEAVY PER DETAIL 10/C4.0 NORTH CIRAPH O SCALE 20 a 10 20 90 w 60 (N FEET) 1 YN h 20 f••S 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wadeftwoodcreetrev.com 1 PROJECT 1 0 w LU z LU WCL. o z J W W W J U LU w 0 U 0 LU 0 d o Cr H 0 v Z r r-— r— TOr n U CO �. Z Lw—L z o Or U Tn LU Tn REVISIONS rvc. oewunia onre SHEET TITLE e HARDSCAPE e a • J L 0 5 a. !17111 all! 30 Z rl .. 4. ..4 .. oLEE I® 10 4' 7 I I I .���. �.. \\\\\. 1\E\3 0§900.......... r•' ..r� ..........�\�\.�SRRiNG4ElD'OR, 97478 .... +�.Q 2 FF=562.25 �M\\���������������������`������� O re I I " 3LjjaR$�. a IA 4:. 'e I d 4 1702353400100 DIWN KAREN 185 & 187 S 72ND ST SPRINGFIELD OR, 97478 �I n U �N\�5 Nti1 1702353400200 BARROWS CHRISTINA M 193 S 72ND ST SPRINGFIELD OR, 97478 4 1702350004100 FPG OREGON LLC 4901 VINELAND RD STE 300 SPRINGFIELD OR, 97478 SHEET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE INFORMATION. 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24—HOUR NOTICE IS REQUIRED. OO CONSTRUCTION NOTES 1 INSTALL CONCRETE CURB PER DETAIL 1/C4.0 2 INSTALL CONCRETE SIDEWALK PER DETAIL 2/C4.0 3 INSTALL ADA PARKING PER DETAIL 3/C4.0 4 INSTALL CONCRETE WHEEL STOP PER DETAIL 5/C4.0 5 INSTALL ADA RAMP PER DETAIL 6/C4.0 6 INSTALL 6" BOLLARD PER DETAIL 7/C4.0 7 INSTALL BIKE PARKING PER DETAILS BY OTHERS 8 INSTALL STRIPING PER DETAIL BY ARCHITECT 9 INSTALL COVERED TRASH ENCLOSURE PER DETAILS BY OTHERS 10 INSTALL WALL PER DETAILS BY OTHERS 11 INSTALL MONUMENT SIGN PER DETAILS BY OTHERS J:A1Ji:���11Ch CONCRETE SIDEWALK CA.! SURFACING PER DETAIL 8/C4.0 ASPHALT SURFACING — STANDARD ........................................... PER DETAIL 9/C4.0 ASPHALT SURFACING — HEAVY PER DETAIL 10/C4.0 NORTH CIRAPH O SCALE 20 a 10 20 90 w 60 (N FEET) 1 YN h 20 f••S 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wadeftwoodcreetrev.com 1 PROJECT 1 0 w LU z LU WCL. o z J W W W J U LU w 0 U 0 LU 0 d o Cr H 0 v Z r r-— r— TOr n U CO �. Z Lw—L z o Or U Tn LU Tn REVISIONS rvc. oewunia onre SHEET TITLE HARDSCAPE - ; PLAN m e 5 83-iP21 AS NOTED � aurae °^ �. 3M5 20376 20318 SHEET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. 2. CURB HEIGHTS ARE 6" UNLESS NOTED OTHERWISE. 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 5. ALL WALKWAYS FROM ACCESSIBLE UNITS ARE DESIGNED TO NOT REQUIRE HANDRAILS. THEREFORE, RAMPS WITH SLOPES STEEPER THAN 5.0% AND LESS THAN 8.33% SHALL NOT EXCEED 0.5' RISE OR 6.0' LENGTH. 6. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. 7. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. GRADING LABEL LEGEND r SPOT ELEVATION XX.XX XX—DESCRIPTION LISTED BELOW. BS BOTTOM OF STAIRS BW FINISHED GRADE AT BOTTOM OF WALL DS DOOR SILL EX EXISTING GRADE FF FINISHED FLOOR ELEVATION FG FINISH GRADE G GROUND SW SIDEWALK TC TOP OF CURB TP TOP OF PAVEMENT TS TOP OF STAIRS TW FINISHED GRADE AT TOP OF WALL EXISTING CONTOUR MINOR - —102— EXISTING CONTOUR MAJOR 100 PROPOSED CONTOUR MINOR 102 PROPOSED CONTOUR MAJOR 100 GRADE BREAK Ga GB CIRAPMC SCALE 20 a 10 20 90 w IN FEET) 1"-20 fW 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT WOODCREST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade@woodcreetrev.com 1 PROJECT 1 0 w LU z LU a_ Wa o J W w W J Q cr LU LU 0 U LU LU 0 a o a Q H co o Z v m N co Or �o Z LU LL Z o a U n LU T REVISIONS rvc. oescunia onre m V z W W Z Z W 1 SHEET TITLE II GRADING PLAN 03-19-21 AS NOTED 12 a"se 3M5 20316 vso_ NNS sen^L.O o 20318 SHEET NOTES 1. SEE SHEET CO.1 FOR GENERAL SHEET NOTES. 2. STRUCTURES HORIZONTAL LOCATIONS AND PIPE INVERTS ARE BASED ON THE CENTER OF THE STRUCTURE. 3. PIPE BEDDING AND BACKFILL UTILITIES SHALL BE DONE PER DETAIL 1/C4.1. 4. INSTALL THRUST BLOCKS ON FIRE AND WATER LINES PER DETAIL W1.26/C4.2. 5. ALL SANITARY PIPING SHALL BE PVC 3034 OR APPROVED EQUAL UNLESS NOTED OTHERWISE. 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH UPC CHAPTER SEVEN, SECTION 707 AND SECTION 719. THIS PLAN MAY NOT SHOW ALL REQUIRED CLEAN OUTS. 8. DOMESTIC WATER AND FIRE LINES AND ACCESSORIES BETWEEN THE WATER METER AND THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR. 9. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE UPC. 10. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. 11. CONTRACTOR TO VERIFY SANITARY AND WATER SIZING AND INVERTS WITH APPROVED PLUMBING PLANS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION OF SAID UTILITIES. 12. ALL STORM AND SANITARY FITTINGS TO BE ECCENTRIC FITTINGS UNLESS OTHERWISE NOTED. LABEL LEGEND PIPE LABELS F UTILITY LENGTH UTILITY SIZE XXLF — XX" XX UTILITY TYPE 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade@woodcreetrev.com 1 PROJECT 1 4 CONNECT TO POWER AT EXISTING VAULT (TO BE RELOCATED ® 5 INSTALL NEW ELECTRICAL VAULT (RELOCATED OUT OF STRUCTURE LABELS DRIVEWAY) 6 INSTALL NEW ELECTRICAL VAULT (FOR NEW BUILDING) GRAPHIC SCALE w o 10 20 m w 7 ELECTRICAL STUB SD=STORM DRAINAGE, W=WATER) ( N FEET 7 Inch - 20 f@W op SHEET NOTES 1. SEE SHEET CO.1 FOR GENERAL SHEET NOTES. 2. STRUCTURES HORIZONTAL LOCATIONS AND PIPE INVERTS ARE BASED ON THE CENTER OF THE STRUCTURE. 3. PIPE BEDDING AND BACKFILL UTILITIES SHALL BE DONE PER DETAIL 1/C4.1. 4. INSTALL THRUST BLOCKS ON FIRE AND WATER LINES PER DETAIL W1.26/C4.2. 5. ALL SANITARY PIPING SHALL BE PVC 3034 OR APPROVED EQUAL UNLESS NOTED OTHERWISE. 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH UPC CHAPTER SEVEN, SECTION 707 AND SECTION 719. THIS PLAN MAY NOT SHOW ALL REQUIRED CLEAN OUTS. 8. DOMESTIC WATER AND FIRE LINES AND ACCESSORIES BETWEEN THE WATER METER AND THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR. 9. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE UPC. 10. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. 11. CONTRACTOR TO VERIFY SANITARY AND WATER SIZING AND INVERTS WITH APPROVED PLUMBING PLANS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION OF SAID UTILITIES. 12. ALL STORM AND SANITARY FITTINGS TO BE ECCENTRIC FITTINGS UNLESS OTHERWISE NOTED. LABEL LEGEND PIPE LABELS F UTILITY LENGTH UTILITY SIZE XXLF — XX" XX UTILITY TYPE 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade@woodcreetrev.com 1 PROJECT 1 C� SANITARY SEWER LINE Ss SS WATER LINE — W W W — FIRE LINE — FP — FP — FP — FP — FDC LINE — FDC — FDC — FDC — STORM LINE POWER LINE O STORM NOTES 1 CONNECT TO EXISTING CATCH BASIN 2 CONNECT TO EXISTING STORM MAIN 3 INSTALL 60 LF OF 48" DETENTION PIPES. DETENTION PIPING TO BE INSTALLED WITH APPROXIMATELY 0.3% SLOPE PER DETAIL OX SANITARY NOTES 1 CONNECT TO EXISTING SANITARY SEWER LATERAL 2 SANITARY SEWER POINT OF CONNECTION TO BUILDING. CONTRACTOR TO VERIFY INVERT BEFORE INSTALLATION. 3 INSTALL SANITARY TRAPPED, PRIMED, AND VENTED CATCH BASIN PER DETAIL 6/C4.1 ❑X WATER NOTES 1 WET TAP EXISTING WATER MAIN 2 FIRE PROTECTION POINT OF CONNECTION TO BUILDING 3 DOMESTIC WATER SERVICE CONNECTION TO BUILDING REVISIONS rvc. 0ewunia 0nre d 1 SHEET TITLE II UTILITY PLAN 83-19-21 AS NOTED JMS 20316 rN/S C3.0 20318 S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE LABELS UTILITY TYPE (FP=FIRE PROTECTION, S=SANITARY, w SD=STORM DRAINAGE, W=WATER) � � op STRUCTURE TYPE (SEE BELOW) p 0 Z 04w XX XX—XX ID NUMBER (WHERE APPLICABLE) RIM=XX.XX p O IE IN=XX.X ,�STRUCTURE INFO (WHERE APPLICABLE) J °8 IE OUT=XX.X c5 STRUCTURE TYPES z LL TYPE DESCRIPTION O Z CB STORM CATCH BASIN PER DETAIL 2/C4.10 Or CDSMH CDS MANHOLE PER DETAIL/C4.3 LU w DCDA DOUBLE CHECK DETECTOR ASSEMBLY PER DETAIL W2.02/C4.2 a � cn FCMH FLOW CONTROL MANHOLE PER DETAIL 5/C4.1 0 FDC FIRE DEPARTMENT CONNECTION PER DETAIL 1/C4.2 FH FIRE HYDRANT PER DETAIL W1.14/C4.2 a Q RD ROOF DRAIN CONNECTION RPBF REDUCED PRESSURE BACKFLOW PER DETAIL W2.00/C4.2 WM WATER METER PER DETAIL C� SANITARY SEWER LINE Ss SS WATER LINE — W W W — FIRE LINE — FP — FP — FP — FP — FDC LINE — FDC — FDC — FDC — STORM LINE POWER LINE O STORM NOTES 1 CONNECT TO EXISTING CATCH BASIN 2 CONNECT TO EXISTING STORM MAIN 3 INSTALL 60 LF OF 48" DETENTION PIPES. DETENTION PIPING TO BE INSTALLED WITH APPROXIMATELY 0.3% SLOPE PER DETAIL OX SANITARY NOTES 1 CONNECT TO EXISTING SANITARY SEWER LATERAL 2 SANITARY SEWER POINT OF CONNECTION TO BUILDING. CONTRACTOR TO VERIFY INVERT BEFORE INSTALLATION. 3 INSTALL SANITARY TRAPPED, PRIMED, AND VENTED CATCH BASIN PER DETAIL 6/C4.1 ❑X WATER NOTES 1 WET TAP EXISTING WATER MAIN 2 FIRE PROTECTION POINT OF CONNECTION TO BUILDING 3 DOMESTIC WATER SERVICE CONNECTION TO BUILDING REVISIONS rvc. 0ewunia 0nre d 1 SHEET TITLE II UTILITY PLAN 83-19-21 AS NOTED JMS 20316 rN/S C3.0 20318 BACKFILL TO TOP OF CURB PAVEMENT -__ III_ I III= E II e 16" 'Oo•eo•.e°e •d 4" OF SUBBASE COURSE NOTES: 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. 1 CONCRETE CURB — STANDARD SCALE: NTS 07:111111:1I:V 2% MAX / 4" MIN. THICKNESS Z ° d e•00 3" SUBBASE COURSE NOS: 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. 2. CONCRETE SHALL BE 3000 P.S.I AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2" TO 3". 3. PANELS SHALL BE 5 FEET LONG. 4. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. 5. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS. 6. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 7. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PVC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. CONCRETE SIDEWALK SCALE: NTS EDGE OF AC PARKING LOT ADA 4 SIGN 4A 1' ®_1 4" WHITE STRIPE (TYP.) \ . 24" MIN, PRECAST 5 VARIES CONCRETE 4. W W W W W W W W W W W W w W 8TO 12' ...r w W - W W W _ 6" THICK PORTLAND WHEEL STOP CEMENT CONCRETE (WHERE IF X> 4'.:: . APPLICABLE) '-'y' (U N.O.) 6' IF X < 4' I d �BAC..:.• BLDG.K ACE,A R,.... �.. (TYP; BOTH SIDES) d X A d <• d .OBSTRUCTION.... "d 6 0 2' (TYP.) 4" WHITE— STRIPE (TYP.) 36' n ANGLE ORIENTATION FOR FIELD LAYOUT 12' VAN '! J- LI g' TYp, 6' (8' VAN), TYP. �� , g' STD STALL (U.N.O.) 8 COMPACT STALL--{ (U.N.O.) (SEE PLAN) BLUE ADA SYMBOL AND "VAN" BACKGROUND ACCESSIBLE TEXT SHALL (OPTIONAL) OCCUR ONLY AT STALLS SHOWN ON PLANS TYPICAL PARKING LAYOUT SCALE: NTS / RESERVED \ y PARKING --SIGN NO. R7-8 18" ® PER MUTCD L —ATTACH SIGN NO. VAN R7 -8P WHERE APPLICABLE \ ACCESSIBLE / / NOTES: 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED TOP 2 (ASTM A120-65). 2. 8" DIA. CONCRETE FILLED POST HOLE. ADA PARKING SIGN — TYPE 1 SCALE: NTS INSTALL 3/4" x 18" DOWEL ANCHOR, TYP. DRAINAGE SLOT, TYP. NOTES: 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1Y4" LONG BY )z" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE )C DEEP BY Ya' WIDE. SCALE: NTS 36" X118"O MIN % PIPE BOLLARD (6' DIA) / \ SCALE: NTS NOTES: 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. PRECAST CONCRETE WHEEL STOP SCALE: NTS SMOOTH GROUT RADIUS TOP 3" WIDE BAND OF WHITE REFLECTIVE TAPE STD. 6" DIA. SCHED. 40 GALVANIZED STEEL (PAINTED YELLOW) FILLED WITH CONCRETE FINISHED GRADE 3300 PSI CONCRETE COMPACT X12" OF BASE SUBGRADE COURSE NOTES: 1. - CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. CONCRETE PAVEMENT SECTION SCALE: NTS o yr Drx SUBGRADE COURSE ASPHALT PAVEMENT SECTION —STANDARD SCALE: NTS SCALE: NTS IL Vr DHJL SUBGRADE COURSE ;7c\Tl :oLI4LlIIff.�XeiIIIC*7►C 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT LYE* 0=0 : we 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade6pwoodcreetrev.com 1 PROJECT 1 mi 0 0 w LU z LU a_ W O J W W W J cr LU w 0 O U LU LU 0 O a H co Z o� m r- U) � Tn 06 o in z LU LLZ o a U U)w REVISIONS rvc. oewunia onre SHEET TITLE DETAILS 83-19-21 5 AS NOTED JLIS 20316 NNS C4.0 20318 RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTING AC SAWCUT—, PAVEMENT LINE w I: 0 O =J% zw QU- Z W Y �o m, t0 Z nN z w F� W JU ¢z Fw N N SCALE: NTS 12" D/2 PAVED I UNPAVED AREAS AREAS DETECTABLE I WARNING TAPE PIPE 6• I D I 6. MIN. MIN. DDING AND HEAVY DUTY 28" MIN SQ. TRAFFIC GRATE. RIM=PER PLAN PAVEMENT 12" GREASE TRAP W/ HINGED LID PIPE SIZE PER PLAN L � 24- MN. 5'.y -IE PER PLAN NOTE 2 24"\\ SQUARE I .Ji ENGINEERED FILL SECTION NOTES .0 1CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN SCALE: NTS TOP OF GROUND/PAVEMENT SLOPE AWAY FROM BUILDING PER GRADING PLAN a .. 4., —MIN: = MIN IIIA 6" SEAL OF COMPACTED NATIVE SOIL (LANDSCAPED AREAS ONLY) WRAP DRAINAGE FABRIC AROUND ALL SIDES, 12" MIN. OVERLAP a ATED NATIVE SOIL AGE- /� 1 DRAIN RPI E. `STRUCTURAL OR FILL 2 SEE NOTE 1 FILL NOTES: 1. LAY PERFORATED DRAIN PIPE ON MIN. 0.5% GRADIENT, WIDENING EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. PERIMETER FOUNDATION DRAIN SCALE: NTS 2'-10" DIA. V-0" 10" V-0' CLEANOUT HUB CONCRETE —Fb=3500 PSI FINISH GRADE 4" DIA CLEANOUT 3/4"-0 CRUSHED ROCK - COMPACT TO 95% OF AASHTO T-180 STANDARDS 18 GA. INSULATED TRACER WIRE SANITARY SEWER - PVC ASTM 3034 OR EQUAL - SEE PLANS FOR SIZE PIPE BEDDING - 3/4" - 0" TYPICAL CLEANOUT SECTION SCALE: NTS F PLAN FRAME AND COVER SET IN MORTAR a N PROVIDE LIFT HANDLE 1" DIA. ROD O ADJUSTABLE LOCK HOOK WITH LOCK SCREW 1" DIA. ROD OR TUBING INLET FROM LIFT HANDLE DETENTION FACILITY ATTACHMENT m MANHOLE ACCESS , FROM ABOVE , 60" DIA. LIFT HANDLE MANHOLE MAXIMUM OPENING Y2" HOLES ON 10 V" :T BOLT CIRCLE 0 0 CLOSED FRONT SIDE SHEAR GATE DETAILS LOCATION PER PLANS REFERS TO CENTER OF STRUCTURE I RIM PER FINISHED GRADES ON GRADING PLAN 12" CONCRETE COLLAR 6" MIN. THICKNESS AROUND FRAME, OR CAST INTO CONCRETE WALKWAY z S/S BOLT, TYP. N SECONDARY ORIFICES ON — OVERFLOW RESTRICTOR PLATE AT IE=SEE BELOW ENDS OF DOWN—TURNED ORIFICE ELBOWS. SEE BELOW FOR IE=SEE BELOW ORIFICE SIZES. 24" DIA. (DG "A") 12" DIA. (DG "B") FABRICATED SOLID WALL n.. HDPE TEE PER SD PIPE FROM ASTM D-1248 SDR 26 DETENTION FACILITY PIPE SIZE 3" SEE PLAN FLOW is FLOW IE IN=SEE PLAN I MIN I E OUT=SEE PLAN FRESNO SERIES 6800 ° - SHEAR GATE \ �� OR APPROVED EQUAL, N TO BE WATERTIGHT z _ IN PLACE. RESTRICTOR PLATE ° /\\/\\ OUXPB G WITH PRIMARY ORIFICE, �- NON SHRINK SEE BELOW FOR SIZE a � III' GROUT (TYP.) 6" 5" MIN. , N. 60" MIN.- —N �z ENGINEERED FILL A.° y. �.°^•.ovo aee e: e.o °o:evo°eo yea e.o eo �o :° ° °p gee e o SOI.'° I o°.•°�0:0 �°'•°'°e •.o':o :a :o'•°: .�e �°'°so �°e°' lee .o �°. 6" MIN. BEDDING SECTION A 2YR ORIFICE = 2.6" DIA HORIZ. ® 552.24 5YR ORIFICE = 3" DIA VERT. ® 554.43 10YR ORIFICE = 1.9" DIA VERT. @ 554.76 25YR ORIFICE = 1.5" DIA VERT. ® 555.11 EMERGENCY OVERFLOW ORIFICE = 15" DIA HORIZ. ® 555.51 FLOW CONTROL MANHOLE 5 SCALE: NTS WATER TIGHT TOP OF BRASS PLUG PAVEMENT CLEANOUT PIPE SIZE PER PLAN SEE NOTE 3� HEAVY DUTY 15" SQ. TRAFFIC GRATE RIM=PER PLAN AUTOMATIC TRAP SEAL PRIMER LINE. INSTALL PER PLUMBING CODE. 2 VIII SEE NOTE 2. 7COMPACT �III� SUBGRADE N j = SEE NOTE 1 NOTES: 1. 10 GAUGE STEEL PLATE, BITUMINOUS COATED BY GISBON STEEL BASINS, GRATEMASTER OR APPROVED EQUAL. 2. SEE PLUMBING PLANS FOR PRIMER LINE CONNECTION. CONTRACTOR TO PRIME TRAP AFTER INSTALLATION. 3. INSTALL VENT ON OUTLET PIPE PER PLUMBING CODE. TRAPPED CATCH BASIN W/ THREADED CLEANOUT AND PRIMER SCALE: NTS 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT 1Y *• : we 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wadeftwoodcreetrev.com 1 PROJECT 1 Ir cr w LU z LU a_ W Z J W W W 0 cr LU LU 0 0 0 LU O a O Q H 00 o� z r- co Or �o z Lu LLZ o a U n Lu T REVISIONS rvc. °ewunia °nre rtnr� IC"9 SHEET TITLE DETAILS 83-19-21 5 AS NOTED Jb18 20316 1 C4.1 20303186 J 1 NE z F� a N N w a ICER WIRE w D Y U W Z 0 _ Z a - i0 PIPE 6• I D I 6. MIN. MIN. DDING AND HEAVY DUTY 28" MIN SQ. TRAFFIC GRATE. RIM=PER PLAN PAVEMENT 12" GREASE TRAP W/ HINGED LID PIPE SIZE PER PLAN L � 24- MN. 5'.y -IE PER PLAN NOTE 2 24"\\ SQUARE I .Ji ENGINEERED FILL SECTION NOTES .0 1CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN SCALE: NTS TOP OF GROUND/PAVEMENT SLOPE AWAY FROM BUILDING PER GRADING PLAN a .. 4., —MIN: = MIN IIIA 6" SEAL OF COMPACTED NATIVE SOIL (LANDSCAPED AREAS ONLY) WRAP DRAINAGE FABRIC AROUND ALL SIDES, 12" MIN. OVERLAP a ATED NATIVE SOIL AGE- /� 1 DRAIN RPI E. `STRUCTURAL OR FILL 2 SEE NOTE 1 FILL NOTES: 1. LAY PERFORATED DRAIN PIPE ON MIN. 0.5% GRADIENT, WIDENING EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. PERIMETER FOUNDATION DRAIN SCALE: NTS 2'-10" DIA. V-0" 10" V-0' CLEANOUT HUB CONCRETE —Fb=3500 PSI FINISH GRADE 4" DIA CLEANOUT 3/4"-0 CRUSHED ROCK - COMPACT TO 95% OF AASHTO T-180 STANDARDS 18 GA. INSULATED TRACER WIRE SANITARY SEWER - PVC ASTM 3034 OR EQUAL - SEE PLANS FOR SIZE PIPE BEDDING - 3/4" - 0" TYPICAL CLEANOUT SECTION SCALE: NTS F PLAN FRAME AND COVER SET IN MORTAR a N PROVIDE LIFT HANDLE 1" DIA. ROD O ADJUSTABLE LOCK HOOK WITH LOCK SCREW 1" DIA. ROD OR TUBING INLET FROM LIFT HANDLE DETENTION FACILITY ATTACHMENT m MANHOLE ACCESS , FROM ABOVE , 60" DIA. LIFT HANDLE MANHOLE MAXIMUM OPENING Y2" HOLES ON 10 V" :T BOLT CIRCLE 0 0 CLOSED FRONT SIDE SHEAR GATE DETAILS LOCATION PER PLANS REFERS TO CENTER OF STRUCTURE I RIM PER FINISHED GRADES ON GRADING PLAN 12" CONCRETE COLLAR 6" MIN. THICKNESS AROUND FRAME, OR CAST INTO CONCRETE WALKWAY z S/S BOLT, TYP. N SECONDARY ORIFICES ON — OVERFLOW RESTRICTOR PLATE AT IE=SEE BELOW ENDS OF DOWN—TURNED ORIFICE ELBOWS. SEE BELOW FOR IE=SEE BELOW ORIFICE SIZES. 24" DIA. (DG "A") 12" DIA. (DG "B") FABRICATED SOLID WALL n.. HDPE TEE PER SD PIPE FROM ASTM D-1248 SDR 26 DETENTION FACILITY PIPE SIZE 3" SEE PLAN FLOW is FLOW IE IN=SEE PLAN I MIN I E OUT=SEE PLAN FRESNO SERIES 6800 ° - SHEAR GATE \ �� OR APPROVED EQUAL, N TO BE WATERTIGHT z _ IN PLACE. RESTRICTOR PLATE ° /\\/\\ OUXPB G WITH PRIMARY ORIFICE, �- NON SHRINK SEE BELOW FOR SIZE a � III' GROUT (TYP.) 6" 5" MIN. , N. 60" MIN.- —N �z ENGINEERED FILL A.° y. �.°^•.ovo aee e: e.o °o:evo°eo yea e.o eo �o :° ° °p gee e o SOI.'° I o°.•°�0:0 �°'•°'°e •.o':o :a :o'•°: .�e �°'°so �°e°' lee .o �°. 6" MIN. BEDDING SECTION A 2YR ORIFICE = 2.6" DIA HORIZ. ® 552.24 5YR ORIFICE = 3" DIA VERT. ® 554.43 10YR ORIFICE = 1.9" DIA VERT. @ 554.76 25YR ORIFICE = 1.5" DIA VERT. ® 555.11 EMERGENCY OVERFLOW ORIFICE = 15" DIA HORIZ. ® 555.51 FLOW CONTROL MANHOLE 5 SCALE: NTS WATER TIGHT TOP OF BRASS PLUG PAVEMENT CLEANOUT PIPE SIZE PER PLAN SEE NOTE 3� HEAVY DUTY 15" SQ. TRAFFIC GRATE RIM=PER PLAN AUTOMATIC TRAP SEAL PRIMER LINE. INSTALL PER PLUMBING CODE. 2 VIII SEE NOTE 2. 7COMPACT �III� SUBGRADE N j = SEE NOTE 1 NOTES: 1. 10 GAUGE STEEL PLATE, BITUMINOUS COATED BY GISBON STEEL BASINS, GRATEMASTER OR APPROVED EQUAL. 2. SEE PLUMBING PLANS FOR PRIMER LINE CONNECTION. CONTRACTOR TO PRIME TRAP AFTER INSTALLATION. 3. INSTALL VENT ON OUTLET PIPE PER PLUMBING CODE. TRAPPED CATCH BASIN W/ THREADED CLEANOUT AND PRIMER SCALE: NTS 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT 1Y *• : we 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wadeftwoodcreetrev.com 1 PROJECT 1 Ir cr w LU z LU a_ W Z J W W W 0 cr LU LU 0 0 0 LU O a O Q H 00 o� z r- co Or �o z Lu LLZ o a U n Lu T REVISIONS rvc. °ewunia °nre rtnr� IC"9 SHEET TITLE DETAILS 83-19-21 5 AS NOTED Jb18 20316 1 C4.1 20303186 FOR TYPICAL CONDUIT SIZES FOR SERVICE LINES SEE BACK OF STANDARD. METER BOX IN PARKSTRIP 6" FOR ANGLE METER PLACEMENT REFER-/ TO STD. DWS W1.02 - WI.03..1 TIP. �& METER BOX BEHIND SIDEWALK CURB &GUTTER CURB M GUTTER T .S IVAIV GmFWAIK METER BOX BEHIND SIDEWALK (NO PARKSTRIP) SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN RY: LSB w1,aa CONSTRUCTION: [_ METER BOX PLACEMENT ENGINEERING: �FILU srervuFlRlnoru,ily ROAxo REVISED:03-23-2021 3.\ mvice lra\S cvdordc\Oru ro\A1 A. r Il]C93,dwo — Ncr 23. 2C2' — 5 )Dor 'Io.I-d b,: Lydd, I- LPI:. No.. II IL _9 r `< Ij LLL /'�< "��� ✓� '� Y • '� Y I T Pp' 90' HORIZONTAL OR 45' HORIZONTAL OR VERTICAL BEND VERTICAL BEND B r�ca 9�9FgP� ria, Y C Y Y e BEARING AREA TYR CROSS TEE NOTES: 1, THRUST BLOCKING SHALL BE APPROVED BY RSC ENGINEERING ON A CASE BY CASE BASIS. 2. ALL APPROVED THRUST BLOCK LOCATIONS SHALL BE DZED BY RSC ENGINEERING, 3. THRUST BLOCKS SHALL BE POURED USING 3000 PST CONCRETE MINIMUM. 4. A 6 MIL PLAS77C SHIELD SHALL BE PLACED BETWEEN THE CONCRETE AND ANY PURPONS OF THE PIPE, VALVE, FITTING, BOLTS OR NUTS NTH 14HICW IT COMES IN CONTACT TO PREVENT DIELECTRIC CORROSION DAMAGE. 5. ALL THRUST BLOCK INSTALLA77ONS FOR DIFFERENT CONF7GURA (IONS OR FITTINGS NOT SHORN ABOVF SNAIL BE APPROVED AND DESIGNED BY RSC ENGINEERING PRIOR TO INSTALLA770N. SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSBAn THRUST BLOCK W1.26 CONSTRUCTION: INSTALLATION ENGINEERING: Fit- I REVISE0:U2-03-2020 S:N: it ir'g,S'.nloord_VOran nye%4126,0, g — Me 22. 2021 — 52vr PIaL.cc bu Laddb I PI•"1. Po.: A"A VALVE TILE INSTALLATION `v PER W7.16 SEE NOTE ;¢2 TYP. L2 WASHED 3/+ MINUS OR y CLEAN GRAVEL AROUND ES i VALVE TYP. HYDRANT WEEP HOL- a oSFE NOTE ,$i APPROVED Al TYR IfrRESTRAINT TYP. j-6" WATERLINE....._ o x 6" TEE TYR-' / REFER TO STN. OWG WI.17� COMPACTED J FOR TYPICAL PIPE TRENCH MINUS TYP. FLANGED CONNECTION SECTIONS TYP. /. :I g cues CUTTER ' Il SIDEWALK REFER TO NOTES ON BACK I CURB & GUTTER PLAN VIEW SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSE FIRE HYDRANT W I"�4 CONSTRUCTION INSTALLATION ENGINEERING: jP1- Arxrvtl>:IRinonLnr ROAxo REVISED:03-18-2021 5 \- Igil rq;S r dord_VOra , D,',M.'4—T"DE26,u•y — RI, 26. 2021 4 G5v" PI_.led bS Laddb F- I;PI: N..: MNL -2b NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. ' I RIGHT OF WAVPROPERTY/EASEMENT LINE I i-------- —F -------------------7I I ' 6" MIN S.0 B. WATER 4 - o METER ' 6" MIN I I OVERHEAD INSTALLI}TION CLEARANCES VIEW I ------------ _________- 3" MIN I i I i I SUB I CUSTOMER RESPONSIBILITY I RESPONSIBILITY I i I i I I 3" MIN 12" MIN 3" MIN PROFILE S.U.B. I VIEW WATER r� METER Tom-- ` ., i Ir.. I I SHEET TITLE I I SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -Installation Cross Connection Coniml Requirements - Section XII Location of Backflow Assembly DETAILS - Section XIII Baci Assembly Installation Guidelines - Section XIV PostInstallationCross Connection Control Requirements http:lAw .subutiI.comlwaterfcross-connection-control-and-backtlow-protection! Sections XI - XIV in addition to the com fete Cross Connection Control Program Requirements, are available at: p otl q http:ffwwwsu buff!. coiNweterlaoss-conneMion�ontro I-entl- backflow -protection! SCALE: N.T.S.RACKFLowusLNiety DRAWING NUMBER STnNoaa9 DRAWING DRAWING NUMBER DRAWN BY: EJN 2 UL REDUCED PRESSURE w2.aa a"ae WATER QUALITYi� , BACKFLOW ASSEMBLY srxL`cE�Lovnury eonau ENGINEERINCf;�sf1m srerrcemr.nuTlurrnoARn 2" & SMALLER REVISED:6 2 2015 S . -nwn , FF =F' R1`90 RFRA 9in,h ord -f er 4i.92. cuo Jar 0i 2015 1C 51om PI -T1 d IF - `rc FF C'AY;. Ao_ FF11'F3n NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. /RIGHT OF WAY(PROPERTYIEASEMENT LINE I` I BY-PASS ARRANGEMENT WITH I DETECTOR METER & ASSEMBLY I I�_________ ______ 24" MIN WATERI VALVE I 17 MIN L___________________ I OVERHEAD SUB I CUSTOMER VIEW RESPONSIBILITY i RESPONSIBILITY / I3' MIN I i { I ' I I I I I � o I 3" ADE I 12"MIN 11 WATER I fW I VALVE A I I t l SUPPORTS I / PROFILE I VIEW FIRE DEPARTMENT PUMPER CONNECTION INSTALLATION CLEARANCES ------1 FIRE DEPARTMENT PUMPER CONNECTION SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: SHEET TITLE - Section XI PreInstallationCross Connection Control Requirements - Section XII Location of Backflow Assembly - Section XIII Backflow Assembly Instanation Guldelines DETAILS - Section XIV Post -Installation Cmss Connection Control Requirements Sections XI - XIV, in addition tD the complete Crass Connection Control Program Requirements, are available at: http:lAw .subutiI.comlwaterfcross-connection-control-and-backtlow-protection! SCALE: N.T.S.6ACNFLOW ASSLM6LYSTANDARD DRAwwc DRAWING NUMBER DRAWN BY: EJN DOUBLE CHECK+f'J"nrJ 2 UL AS NOTED WATER QUALITY: a"ae DETECTOR ASSEMBLY ENGINEERINGT;e3 JM rn .. srxL`cE�Lovnury eonau 211 AND LRRGER REVISED:6 2 2015 S \- m ncs\FF\-F"CE92 DCA 2 in h ortl lo-ce- V202d— Jun 02. 2015 1C 91- FIKatl by Erici, FF r1'1.1, Ld FF111F92 4", 6" OR B" F.D.0 STAND PIPE AS NOTED ON PLANS SCREW (2) SODS UNDER LID ON EACHH SID SIDE OF SLOT AUTOMATIC BALL DRIP VALVE 5" STROTZ CONNECTION LID TO BE "MARINE" TYPE 3/4" FIRE SPRINKLER CONTRACTOR TO PLYWOOD OR 1/4" CHECKERED VERIFY NUMBER AND CONFIGURATION STEEL PLATE LID TO REST OF PORTS REQUIRED ON FDC. PER WITHIN BELL OF PIPE, CUT SLOT LOCAL JURISDICTION FOR STAND PIPE, OR SPLIT STEEL REFLECTIVE MARKING TAPE PLATES, SEE DETAIL BARREL -PAINTED YELLOW PER car JURISDICTION REQUIREMENTS zx Daai 4", 6" OR 8" ISTAND PIPE Cal AS NOTED ON PLANS oxo Ng of I -w< Of , M ICU z .Y NON -SHRINK GROUT M PIPING SHALL SLOPE TO w w AUTOMATIC BALL DRIP VALVE EL- N FLOW 1 INSTALL AUTOMATIC BALL DRIP z w z .i VALVE MIN. 30" BELOW FINISH U ED 0 j 24" GONG. GRADE v PIPE NOTES: USE FLANGE OR THREADED FITTINGS WHEN FDC IS CONNECTED TO DCDA IN A VAULT, AUTOMATIC BALL DRIP VALVE MAY BE INSTALLED IN VAULT FDC AUTOMATIC BALL DRIP SCALE: NTS 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT ITN• ; we 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade6ilwoodcrestrev.com 1 PROJECT 1 wj 0 O Ll H z W Wd O J W W W c5 Cr Cr aW 0 O U 0 W 0 O E1_ H co 0 Z V m N co Or �o OF)� Z LD z o a U n LU T REVISIONS Nroewu>naR ogre 99,1 SHEET TITLE DETAILS m DATE s 03-19-21 AS NOTED U a"ae 3M5 20316 oIDDEo. ..�C4.2 NNS 0 20316 CENTER OF CDS STRUCTURE, SCREEN ME FIBERGLASSGEPARATIGN SUMP OPENING CYLINDER AND INLET A FL= A ---- _ FLOW __ - TGE SLAB AGLESS (SEE FRAME AND COYER uEIAIL) PVC HYDRAULIC SHEwY 4e [12191 I.D. MANHOLE PLATE STRUCTURE +Tar M41( PLAN VIEW 8-8 N.T.S. CONTRACTORTOGROUT TO FINISMEO GRADE COSI 01 WATER DUALITY FLOW SAME CFS OR IIB)0.216 GRACE GRADE PEAK FLOW RATE )CFS OR LA) 0.303 RIN(iSI SCREEN APERTURE (PADS OR 4700) FIRERGLA$S $EPARATION CYLINDER AND INLET r 13 INLET PIPE (MULTIPLE INLET PIPES MAYBE ACCOMMODATED) OILBAFFLE$KIRTJ SEPARATION SCREEN PVCHrow.Uuc� SHEAR PLATE SOLIDS STORAGE SUMP J ELEVATION A -A N.T.S. CDS2015A-C DESIGN NOTES THE STANDARD COS20159-0 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW, SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLETONLv (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NLEO INLET PIPE) CURB INLET WITH INT PI PE OR PIPES SEPARATE.IL BAFFLE )$INOLE INLET PIPE REQU.IP. FUR TUI$ CONFINURATION) SEDIMENT WEIR FOR NJDEPf NJCAT CONFORMING UNITS FRAME OYER (DIAMETER VARIES) NS.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID COSI 01 WATER DUALITY FLOW SAME CFS OR IIB)0.216 PEAK FLOW RATE )CFS OR LA) 0.303 RI RN PER IOD OF PEAK FLOW(YR$) 125 YR SCREEN APERTURE (PADS OR 4700) 12400 PIPE DATA: LE. MATERIAL DIAMETER INLETPIPEI 52.2 TBD TBD INLET PIPE2 >a OUTLETPIPE 552.221 TBD I TBD RIMELEVATION PER PLAN OUTLET PIPE ANTIFLOTATION BALLAST 1 WIDTH 1 HEIGHT NOTESf PECIALREQUIREMENTS: 'PER ENGINEER OF RECORD — I PERMANENT POOL i Y ELEV_ k 1g I I � N - I ELEVATION A -A N.T.S. CDS2015A-C DESIGN NOTES THE STANDARD COS20159-0 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW, SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLETONLv (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NLEO INLET PIPE) CURB INLET WITH INT PI PE OR PIPES SEPARATE.IL BAFFLE )$INOLE INLET PIPE REQU.IP. FUR TUI$ CONFINURATION) SEDIMENT WEIR FOR NJDEPf NJCAT CONFORMING UNITS FRAME OYER (DIAMETER VARIES) NS.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID COSI 01 WATER DUALITY FLOW SAME CFS OR IIB)0.216 PEAK FLOW RATE )CFS OR LA) 0.303 RI RN PER IOD OF PEAK FLOW(YR$) 125 YR SCREEN APERTURE (PADS OR 4700) 12400 PIPE DATA: LE. MATERIAL DIAMETER INLETPIPEI 52.2 TBD TBD INLET PIPE2 OUTLETPIPE 552.221 TBD I TBD RIMELEVATION PER PLAN ANTIFLOTATION BALLAST 1 WIDTH 1 HEIGHT NOTESf PECIALREQUIREMENTS: 'PER ENGINEER OF RECORD GENERALNOTE$ 1. CONTECH TO FROM DE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ()ARE REFERENCE DIMENSIONS. AC71 L DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED ETRUCTURE DIMENSIONEAND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SGWTIONSLLCREPRESENTATIVE. ww NLII1 ES.OLM 4, CDS WATER OUALITY SlEUCTURE SHALL REIN ACCORDANCE WITH ALL DESIGN DATAAND INFORMATION CONTAINEO IN THIS DRAWING. 5, STRUCTURE SHALL MEET AASHFG HS20 Me CASTINGS SHALL MEET HS20(AASHTO M)06)LOAD RATING, ASSUMING GROUNCWATER ELEVATION AT, OR BELOW, THE CUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 3. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM CF SCREEN CYLINDER. REMOVE ANE REPLACE AS NECESSARY DURING MAINTENANCECLEANING. NS ALLATION NOTES A. ANYSUB'BASE, BACNPTH, ANg10R ANTLFLOTATIPN PROVI$ION$ARE SITE$PECIFIC gE$IGN CPN$IgERAT10N9 ANq SNALLBE $PECIFIEDBV ENGINEEREROFDE RECORD. B. TOACONTRALTORM EpUIPMENT WITH SUFFICIENT LIFTING ANO REACHCAPACITY Tp LIFTAND SETTHE CDS MANHCLEGTRUCTURE )LIFTING CLUTCHES PROVIDED). O. CONTRACTOR TO PROVIDE. TSEALLL ANDBETWEENGROUT PIPES MATCH SECTIONS.AND ASSEMBLE STRUCTURE . D. CONTRACTOR TO TAKE APPROPRIATE AND PIPES. MATOHP IS WATERTIGHT ELEVATIONS SHOXVN. HOLDING E. CONTRACTOR MATAU. APPROPRIATE MEE INVERTM EGREUNIT IS WATERTIGNT,HOLDING WATER TO FLOWLINE INVERT MINIMUM. ITIS SUGGESTED MAT AU. JOINTS RELOW PIPE INVERTS ARE GROUTED_ 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 a -mail: wade@woodcrestrev.com 1 PROJECT 1 TQM 0 O LL LU Z W Wd O LU --1 W W J Q cr LU W 0 O U LU W 0 O Cl_ H Cn co 0 Z r St m N To Or �o Z LL Z o a U n W T REVISIONS rvc. oewunia o4Te m O 3fil Y 3 j m M m m W N ?Ma Qz° N m n 'o CL o` �M �M woro n of n o min a 1 SHEET TITLE II DETAILS 83-19-21 AS NOTED JMS w 20316 INNS R C4.3 20318 O 0 13 info, radius camnrer[lel 15 r d d oaf B+� 77 C �1 ry B Ge rh CONSTRUCTION ENTRANCE -TYPE i NOT TO SCALE 1T .rad I !S !M1�.adlvr reside teal ` PmWd te! M s/i r B �t 11 •Il F t ridge Ivn� R,--+� Flow 6 LermM �� C 6edrmenr C SrWbag r rr w serdi+q dawn rasa--rrwarer is rolkelM, risks ARM wlrh pfasrk bee ROlo16) \ "Ar ft n sedlmenr aehlfng lasfrs / spifh,av , CONSTRUCTION ENTRANCE -TYPE 2 NOT TO SCnL mvs�mn r+d9e revufmd wlmm g mrcrian envanre gratle exreedr 1% m F ` 24 yr 9raa[er •V RcaMy y tY Sabgradegeot wife SECTION A -A NOT TO SCALE 3lvper rrNislors ersrrarrce la ///4 1°oprn graded drain ro ed rntseming basin / 99 9are min R"Mick w"W lk SECTION B -B NOT TOS LE 6cr [ablrl D D k e I Nboders 4 ! opergreded ygyrega[e mlR dmA s rh,rk vversub9rade9evrexrik 2sm aeas mmme,r,ar I5'm!n redlus reeldemkf CONSTRUCTION ENTRANCE - TYPE 3 (TYPE 1 OR 2 WITH EXISTING CURB) NOT TO VELE Sarsdbagr vrstrawbakr lirnvl wrrh plasrrc 6pllhlaV 4' ' Sedlmenr rerNing Lvrin ' SECTION GC Nm TO SCALE ND £' !. The NIX r rnlranee Is a simple entrance Mrflaut a OhersFan ridge orse�rg Gas;n. z lwType2 ev antes In snWrbns Wh[re rhere lS curb a1W the nnb IS rsx remvsad hrr rhe ranururaan enrcanre. CONSTRUCTION ENTRANCE TABLE MINIMUM LENGTH Lcngrh (FT/ Ano Of£xpased5af G4rN 10 01s 50 OI5CA, 10 !00 A,10 C �rrctlnariw barkFlla 3/a"-p"dmsegraded +gglEgare r<f,xmfedJ � FRONTVIEW A�-I SECTION AA SEDIMENT FENCE AND GEOTEXTILE BURY DETAIL -TYPE 1 NOT TO SEAIE C rrerrfxee� With Angle e+Ms vFsedimenr errne. me tamed end fxe mauuresMrmem or the purl rpxing pl,edap u [rapped i end CdlneLnan i o� LI �r v� lI 0 PLAN VIEW Ivstall sedimmr fence xOM Sam In s�wsslvepltl �f Sfeesa ream - GEOTEXTILE WITH POSTSLEEVES plaa r lfl wings brea.kk up kngth ofslope F1dN J TERMINATION AT CORNER OR PROPERTY LINE IMn two,., Of �laeve anaa"gapfarmp(2xe tle ramp (1xf,1x6, 2x11) !MM by w'apP Paved raadway r endpaSAa minimum � wfrwwb,Rw� goy F mesh ami penmerer algia amend t SbVLNIE. TURNED ENDS CONNECTION GEOTEXTI LE END CONNECTIONS NOT TO SC Purr rMrw,�wpe af9+werdef CLrb �laeve anaa"gapfarmp(2xe tle ramp (1xf,1x6, 2x11) I' Paved raadway r -A99re9am base Constivctlon enhanre N'oaden curb ramp WOODEN CURB RAMP SECTION D -D NUT TO SLm r Pou(d slope vfgev[exdleJ SedlRrenl hxe ge ,v avry 1' Rap W kxe MM 3/41min. Ilk mineml sdl,erapprosedegwf- "pw- Sediment k.,ce gevrexdle ADTEA ...... I .. 1. Use mersrbe iced bV rhe englrseec ` 1. NW'g roJxd loruse rifts sedlmenr hmg wtth sewn -m vest sleeves. ALTERNATE SEDIMENT FENCE WITHOUT TRENCHING - TYPE 2 NOT TO 1C fiFNRAL m0Tet.' r. the 2'x2'wvod fenre pvsu. 3p�iang on glad4 s 'I em 5pxirrg 1. Poets m be lnsralktl on downhfll fw Lexraf side Wsedimrnr lrnre geo�exrik. Applkatfpn Tibk" lWlrivn posts [v pmrenr sgrarativn ham gememh. 1 3. Com Oa ofhr fabrk IreRrh ba W;l +-� and soil wr uphfl side vfknm. e tocarc fence ren cbser than Mree het m tae toe ofa' l If . 5 1Nrg spacirg shall romA1V with Fmre 6pa[Irrg for LEneul Applkarbrs Ti bh V' �r posrsparing min. POST SPACING OVERLAP CONNECTION FENCE SPACING FOR GENERAL APPLICATION TABLE 1NTTAL! PAPAILEL ALONGCONTOIIRT AS FOL10bvT � A� CW AIAAvcAACINL ON RAD£ GradeupA 300' 106. 6"A USA 150, rsw'e_erade e20% 100' Io.Y<ersde <3R% a0' 3RI<Lrade 25' Neve mesh Operse ailed eaNeeok. aggregate A99regare, r2"mia depMvrer ialer b Fkw 10"min. 20'mfn. r7l h red GEOTEXTILE/WIRE MESH/AGGREGATE -TYPE 2 NOT TO SCALE r1 3CCJR wRh z!p-pe when sraking is cwt feasibM NOT£ Genre msralf sod amend rh per rm '. FSRe6ar r$T Rebar Mrnh(s mMm 36 hvu ( - n^l" / ': Flmr - Fbw r harVESf of tbE 50tl ^� Sewn 6' Sewn 6" _' yi � omrlaP oeedap "�: - 1 �Fbw MIn. 6'ofrpd Fri L[nrez[ik rnmr _ aMYRd mh:t llirlR PREFABRICATED FILTER INSERT -TYPE 3 NOT TO SCn SOD PROTECTION - TYPE 6 NUT TO SCALE l J use sand6apsro rII IwM wartier lrspare. saxbags am.mr nemssary fol frsslde dfamerer ampvsr Sher Burks aalaage - npvmsr a varde Ibp1na9e 9rd1e "� _ice �y'dJrP"Y 1",r? 236"wooden Brakes 3'OC, ryp. Tiesark atveerlap 2x2'x36"wvvtlen crakes 3'OC, rip. mpmuxnrsark mmernent fk sp[a'ar p'/eddlr m.we.enrsoca Hpldly plan wi[I, raMrlHgs movemeAC floMm pfA[e lWffl ar 3'LCm palrcmenlareas sandbagt ar 3'ocin pauemmr W- r1" e ced rTVPJ AREA DRAIN PERSPECTIVE VIEW AREA DRAIN PLAN Rhes sock yr wx� -use R'aw a sandbasareach end ofevarde.alM 2'ar m nafdla pia CURB INLET PERSPECTIVE VIEW COMPOST FILTER SOCK OR WATTLE - TYPE 7 NOT TOS TE dwvAowspflMayl / Curb Inkr \1 sedlRreflt dam : TIrp-ties) Gmh basin`\ �/ F1m�V Lurb lnk[sedlrrrem" $! —�' dam Mrrnugfy t over -kr mve.rhf curb fare Inkr CURB INLET SEDI MENT DAM - TYPE 10 NOTTOSCALE NOTE. POST SPACING TABLE 6' Sedimevr Fmm wits Lm[extile a[iorr lest r/un SO.g 4' Sediment Fmm wits Gm[extile a[ion SO%or mere Neve mesh Operse ailed eaNeeok. aggregate A99regare, r2"mia depMvrer ialer b Fkw 10"min. 20'mfn. r7l h red GEOTEXTILE/WIRE MESH/AGGREGATE -TYPE 2 NOT TO SCALE r1 3CCJR wRh z!p-pe when sraking is cwt feasibM NOT£ Genre msralf sod amend rh per rm '. FSRe6ar r$T Rebar Mrnh(s mMm 36 hvu ( - n^l" / ': Flmr - Fbw r harVESf of tbE 50tl ^� Sewn 6' Sewn 6" _' yi � omrlaP oeedap "�: - 1 �Fbw MIn. 6'ofrpd Fri L[nrez[ik rnmr _ aMYRd mh:t llirlR PREFABRICATED FILTER INSERT -TYPE 3 NOT TO SCn SOD PROTECTION - TYPE 6 NUT TO SCALE l J use sand6apsro rII IwM wartier lrspare. saxbags am.mr nemssary fol frsslde dfamerer ampvsr Sher Burks aalaage - npvmsr a varde Ibp1na9e 9rd1e "� _ice �y'dJrP"Y 1",r? 236"wooden Brakes 3'OC, ryp. Tiesark atveerlap 2x2'x36"wvvtlen crakes 3'OC, rip. mpmuxnrsark mmernent fk sp[a'ar p'/eddlr m.we.enrsoca Hpldly plan wi[I, raMrlHgs movemeAC floMm pfA[e lWffl ar 3'LCm palrcmenlareas sandbagt ar 3'ocin pauemmr W- r1" e ced rTVPJ AREA DRAIN PERSPECTIVE VIEW AREA DRAIN PLAN Rhes sock yr wx� -use R'aw a sandbasareach end ofevarde.alM 2'ar m nafdla pia CURB INLET PERSPECTIVE VIEW COMPOST FILTER SOCK OR WATTLE - TYPE 7 NOT TOS TE dwvAowspflMayl / Curb Inkr \1 sedlRreflt dam : TIrp-ties) Gmh basin`\ �/ F1m�V Lurb lnk[sedlrrrem" $! —�' dam Mrrnugfy t over -kr mve.rhf curb fare Inkr CURB INLET SEDI MENT DAM - TYPE 10 NOTTOSCALE NOTE. frype 7.0 Type z -eev( OAI/wire meslrraggregare rise lz"ro!P"Ma sorb in rnmkffrc areas A'aa the wfre mesh p✓er the grata Isar where rhe larger sacks ran fx• flare sedirwenr fenre geo[exdfe over Me I�j vsedsahN. F mesh ami penmerer algia amend use synNerfc mesh socks 5u'remgorary SbVLNIE. inaraf!]rians. Insralf aggnegare avn-r/re yevrexnk fabMr. Type 16 - Lvrh lnkrsedlmentriam lype3-mfabnratetl ffitel inserts Fir rnrb iakrsrdimcnr dam mugly inm Inkr Insralfprefabdrared frlrcrinrem anaMieg minor. Curd inter sedn,errrd rs m vire plans, special provubnr, and reymred far are w.rh imer Rae.lnrers 11Nnufaclurer rerommendatromr. Mrere at-9mde Inlet (rare and evN lRle1 Prefabrirarediuerss with pmvrsivnr fur ax remtinMarararch basin. vcerRvware auvwed port risen acrom Rledb addmpn,U sarYs ro 0+ Y T !!-W Id rwlM9 rfns rt vpe atne Ca e Ih e prevem rhe pvrendaf afsedimenu Instaflpre96rnsred flfrer msenper lype3 enhrlrsgprpfe[I srwm sVshms- derail. FxWTabnrated lnserta are rwtalfawd. Insrafrwombs dghrenin9rcv&Adjeao5 side ofppenlry dyhlagafnst ry A AtlJurr Tyne �-Cpmpprtnr[er sera wattle tv hrrre s2rm watrr to llvw through fHfLY?h2'xaotl srakesamlmmum of fifrorinsen or,sarrfe priorro leaving rhe 6"inrogmuad and Aush wits Me rop s+rc adlwsf xWa[ew mppldf lnlNAmh[verlap o0rrhe0' per mamlarrurem erMs olsatR sedr as needed ro prelcen[menr laden w water mvrss llZ"min., 36"max) From ersrcring rhe rants basin. Use 6-m'm 12'!1"ilia sacAan curb#de In halRc SrcnWM ,ervng.,rar srrewdale� �Srade plasnc lining m6aks IO MflpafyeNylerx plarrirlmrsg andddren arfearr l2°inm sdU � SECTION A -A CONCRETE TRUCK WASH OUT FACILITY M07 TO SCALE 1-1 - FVµ 3, (rsotsbo WATTLE BARRIER WITH FILTER INSERT -TYPE 11 NOTTOSCALE rue aooa W. W2,t406.B497_ These@rrfon and use ofthr5 Starrdartf Drawing, whdf de- stgned In acrordanm with gen erarly arrepted elgineer- Ing princlpfes andpmakes, !s the sole rerpansrhillty aF the user and should nor he used wirhout consulting a Regrstemd Prn(essiaru! En- glrreer. NOTE. MIn enN vol nukmwliip aM1•II be in ¢uoNenae mr•�a,.., o,.ne. s..a.,a so==Irra,l�. OREGON STANDARD DRAWINGS INLET PROTECTION TYPE 2, 3, 6, 7, 10 AND 11 2021 sten wire e srrawfsk trypJ STAPLE DETAIL NWTO SCALE RD1010 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade6pwoodcreetrev.com 1 PROJECT 1 mi O QLl LU Z W Wd O J W w W J Q U LU LU 0 O U LU 0 O d H CO 0 r- Z r— N � � D' C" 0 GO �. Z LU LL Z o Or 0 ct) LU C0 REVISIONS rvc. oewNnla onrE R w W 6 2 BE SHEET TITLE DETAILS 83-1P21 r� AS NOTED )NIB w � 20376 MNs w C4.4 20318 5ardru2a Trensn as ehMr valet m a mnlroVled oM s1oS6red route erg rrwn wusrelrerriro. Ancor na v m rs go under fY" gln, plaelre aNeeflring. Om�Wp rep w cent H a N- Plcafh l " shWsng � � Sr)n. 1 6^ uin. 6" Yin. LM'e� n&'w d N :e mxrev rreern. 10 Yo];&I114 90s11=1DDITi701 i� �:'r r t wid rgwly !wx down wilh sMples uae swemps m enmv -' r 1 or Nlcr avanWxtw� plosele slxerinq N ICA ',:� r I r M0.�aynded e9wi5 aid rw yr note. I r / t /I I r I t Ioee� Iryp� S�Docrmp rarer enco- aelmmr emrrer a/rw of Nvw. f�wlWf wonA N rMWosl rNler sacr J t uPrES� sedhmil hsrrly a! loo of sops. 1. lnslWl pfosric shaelinp vertimllY down sNce. 5ce RW03W Y. lrrsrdl plosn'esAnn" a edges overlap and I RO 0.6 or ROT") Trencn aunt veru °'e �""'!✓'00 veq /loco pawv'l;ng rv%nOs. runnlep Of pwu m SLOPES 7 6" �1/B" ba �_ sw wire t2 /�/ STAPLE DETAIL PIN STAPLE STOCKPILE 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT Mni•0on, we 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 e-mail: wade6pwoodcreetrev.com 1 PROJECT 1 mi 0 Ll LU Z W a_ W Z J W W W J Q cr LU LU O U LU LU (D a O Q H Cn co o� z N U) � Tn 06 o in Z W LL Z o a U U)w REVISIONS rvc. oewuniaonre SHEET TITLE DETAILS 83-19-21 a AS NOTED JLIS 20316 NNS C4.5 20318 PLANTING NOTES 1. PLANTING SHALL CONFORM TO CITY REQUIREMENTS FOR LANDSCAPE SITE DEVELOPMENT. 2. PROVIDE MINIMUM SLOPE OF 1 Y2% FOR POSITIVE DRAINAGE AWAY FROM CENTER IN ALL PLANTED AREAS. 3. THE PLANT QUANTITIES SHOWN ON THE DRAWINGS ARE INFORMATIONAL ONLY. THE CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES REQUIRED TO COMPLETE THE WORK. IN CASE OF DISCREPANCY, THE PLAN SHALL GOVERN. 4. ALL TREES SHALL BE PLANTED A MINIMUM OF 5' FROM UNDERGROUND UTILITIES. 5. ALL EXISTING TREES SHALL BE PROTECTED FROM DAMAGE OR INJURY. NO PARKING OR STACKING OF CONSTRUCTION MATERIAL IS ALLOWED WITHIN THE DRIPLINE OF AN EXISTING TREE. 6. IMMEDIATELY AFTER AWARD OF CONTRACT, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF SPECIFIED PLANT MATERIAL IS AVAILABLE FROM COMMERCIAL NURSERIES. IN THE EVENT THAT PLANT IS NOT AVAILABLE, THE LANDSCAPE ARCHITECT WILL PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS. SUCH CHANGES WILL NOT ALTER THE CONTRACTOR'S ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THE OWNER. 7. THE CONTRACTOR SHALL ENSURE THAT ALL EXCAVATED PLANT PITS HAVE POSITIVE DRAINAGE. PLANT PITS SHALL BE FULLY FILLED WITH WATER AND SHALL DRAIN WITHIN ONE (1) HOUR OF FILLING. THE CONTRACTOR SHALL EXCAVATE THROUGH ANY IMPERVIOUS LAYER IF ENCOUNTERED. 8. ALL PLANT MATERIAL SHALL COMPLY WITH ANSI Z601 'STANDARD FOR NURSERY STOCK'. 9. LAWN AREAS SHALL BE BID AS SOD UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL MAKE SCHEDULING PROVISIONS TO ASSURE THAT ALL SOD IS INSTALLED PRIOR TO OCTOBER 1. ANY LAWN INSTALLED AFTER OCTOBER 1 SHALL BE SUBJECT TO AN EXTENDED ESTABLISHMENT PERIOD (MINIMUM 6 MONTHS) TO GUARANTEE PROPER ESTABLISHMENT. 10. ROOT BARRIERS SHALL BE PROVIDED FOR ALL TREES WITHIN 5' OF ANY CURB AND/OR HARDSCAPE PAVEMENT. 11. ALL PLANTER AREAS (AND/OR AREAS NOTED) SHALL RECEIVE A 3" LAYER OF CRUSHED ROCK TO COVER BARE SOIL. ROCK SHALL BE LOCALLY AVAILABLE AND BEA SIZE RANGE OF 1" TO 3/4" MINUS, NO FINES. BARK MULCH SHALL NOT BE USED IN PLANTER AREAS WITH THE EXCEPTION OF THE PORTION BELOW TREES AS NOTED IN THE TREE PLANTING DETAIL. NOTE: DO NOT INSTALL CRUSHED ROCK IN HYDROSEED OR LAWN AREAS (AS APPLICABLE). 12. INSTALL WEED MAT BELOW ALL CRUSHED ROCK. 13. THE CONTRACTOR SHALL PROVIDE A SOILS REPORT PREPARED BY A QUALIFIED SOILS SPECIALIST AND SUBMIT TO THE OWNER FOR FINAL APPROVAL. SOILS SAMPLES SHALL BE COLLECTED AFTER ROUGH GRADING OPERATIONS AND PRIOR TO THE INSTALLATION OF PLANT MATERIAL. SOIL SAMPLES SHALL BE SUFFICIENTLY NUMEROUS TO ACCOUNT FOR ANY SOIL VARIATIONS THAT MAY BE PRESENT ON THE SITE. THE FOLLOWING MINIMUM ITEMS SHALL BE INCLUDED IN THE ANALYSIS: A. INFILTRATION RATE. B. SOIL TEXTURE. C. CATION EXCHANGE CAPACITY. D. SOIL FERTILITY INCLUDING TESTS FOR NITROGEN, POTASSIUM, PHOSPHOROUS, PH, ORGANIC MATTER AND SPECIFIC CONDUCTANCE (E.C.). 14. PRIOR TO PLANTING, SOIL AMENDMENTS SHALL BE ADDED PER RECOMMENDATIONS OF THE SOILS REPORT. SOIL AMENDMENTS SHOWN ON THE PLANS ARE TO BE USED FOR BIDDING PURPOSES ONLY. THE RESULTS OF THE SOILS TESTS THE CONTRACTOR PERFORMS SHALL DETERMINE ACTUAL AMENDMENTS. 15. CONTRACTOR RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL AT ALL TIMES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE AND AFTER ALL STORMS TO ENSURE ALL MEASURES ARE FUNCTIONING PROPERLY. 16. ALL AREAS THAT ARE EXPOSED SHALL BE PLANTED WITH HYDROSEED MIX. NO AREAS SHALL BE LEFT EXPOSED DURING THE WINTER MONTHS. EXPOSED SURFACES SHALL HAVE EROSION CONTROL MEASURES IN PLACE PRIOR TO OCTOBER1. 17. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS, HARDSCAPES, SIDEWALKS OR OTHER NON -PLANTER AREAS SHALL BE SWEPT AT THE END OF EACH WORKING DAY. 18. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE CIVIL EROSION CONTROL PLAN AND/OR THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ADDITION TO THESE MINIMUM REQUIREMENTS (AS APPLICABLE). 19. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. DO NOT STORE CONSTRUCTION EQUIPMENT BELOW THE CANOPY OF ANY TREES TO REMAIN. DAMAGE TO ANY EXISTING TREES OR PLANT MATERIAL TO REMAIN SHALL BE REPLACED BACK TO ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. 20. SOD AREAS TO BE PREPPED WITH A MIN 3" AMENDED SOIL. AMENDMENTS TO BE INSTALLED PER THE RECOMMENDATIONS OF THE SOILS REPORT. 21. ALL PLANTER AREAS TO BE FREE FROM DEBRIS, TRASH, CONSTRUCTION MATERIAL, WOOD, ETC WITHIN THE TOP 6" OF THE SOIL. SOIL SHALL BE FREE FROM STONES GREATER THAN 1" IN DIAMETER WITHIN THE TOP 6" OF SOIL PROFILE. PLANT LEGEND SYM BOTANICAL/ COMMON NAME TREES" SIZE QTY REMARKS TOTAL ONEW � � 12/22/20,5 t PE ARCS 10' 40' SCALE: V=20' -O" ACER RUBRUM'OCTOBER GLORY'/ RED MAPLE 2" CAL. 9 STANDARD CERCIS CANADENSIS'HEARTS OF GOLD'/ 2" CAL. 15 STANDARD EASTERN REDBUD • W � v W CEDRUS ATLANTICA'GLAUCA'/ BLUE ATLAS CEDAR 2" CAL. 16 STANDARD SHRUBS O ABELIA'EDWARD GOUCHER7 5 GAL 59 PINK ABELIA O BUXUS SEMPERVIRENS'JUSTIN BROUWERS'/ 5 GAL 45 IN PARKING JUSTIN BROUWERS BOXWOOD ,per MAHONIAAQUIFOLIUM'COMPACTA'/ 5GAL 11 �3 OREGON GRAPE ROSMARINUS OFFICINALIS'TUSCAN BLUE'/ 5 GAL 104 ROSEMARY VIBURNUM'SPRING BOUQUET'/ 5 GAL 53 SPRING' BOUQUET LAURUSTINUS GROUNDCOVER � ^ ^''j COTONEASTER DAMMERI'LOWFAST7 1 GAL 136 60" O.C. �....,,J L BEARBERRY COTONEASTER LANDSCAPE CALCULATIONS: • SITE AREA: .87 ACRES. • PROPOSED LANDSCAPE AREA: 27,019 SQUARE FEET (42% OF SITE). • PARKING AREA: 16,164 SQUARE. • LANDSCAPE AREA ADJACENT TO PARKING: 2,194 SQUARE FEET (15%). WOOD CREST & COMPANIES 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 _ PROPOSED STREET -- - - - - - TREES 35' O.C. SPACING SEC OF MAIN STREET AND SOUTH 72ND STREET, SPRINGFIELD, OREGON 97478 0 I �sL 3 ..... _ s1— Y CKFNZIE HIGHWA _ss MF\ ST —sl s ® ❑ I \\ T o SS3ST I -ST-STNS - • '® O ®O �OO ❑ _ SS � Sj—/�® Oa ® ® ® ❑'I •O is ❑ y El • 0 '• t PROJECT E T I G N El S I ti . .,•'. '' ' ` ` .•. PROPOSED DOLLAR ,�.; '.''..• +U+ + + + + + + GENERAL RETAIL STORE ❑ + + !{' _ Go SSS ~ cn + i� NW JI LL y N v L N •; V clZ Is 04 f� cn vN, 3, NEW SITE TREES REQUIRED PER CODE: •27,019 SF PLANTER TOTAL AREA PROPOSED. 7,044 SQUARE FEET OF EXISTING TREE PLANTER LOCATED p' e ON THE SOUTHERN PORTION OF THE SITE IS NOT INCLUDED IN CALCULATION TO DETERMINE NEW NUMBER OF TREES. TOTAL LANDSCAPE AREA USED TO CALCULATE NEW TREE REQUIREMENT IS 19,975 SQUARE FEET. 2 TREES PER 1,000 SF REQUIRED. 40 ST TREES REQUIRED- 40 TREES PROPOSED. S ss W W W W W�ylltYr/�gi aWd+ � W W.W.W W W W.0. • W � W W W W W W W W W W W W W W W NATIVE GROUND BELOW TREES THAT WILL REMAIN (AREA NOT COUNTED TOWARDS SITE PLANTER FOR NEW TREE CALCULATIONS) PRELIMINARY LANDSCAPE PLAN JUNE 3, 2021 ti II w ti �EXISTING TREES TO REMOVE- TREE FELLING PERMIT REQUIRED. I 0' 20' P1 OF— u TOTAL ONEW � � 12/22/20,5 t PE ARCS 10' 40' SCALE: V=20' -O" W W W W • W � v W El ti II w ti �EXISTING TREES TO REMOVE- TREE FELLING PERMIT REQUIRED. I 0' 20' P1 OF— u TOTAL ONEW � � 12/22/20,5 t PE ARCS 10' 40' SCALE: V=20' -O" LA LANDSCAPE ARCHITECTURE, Inc. 306 Canyon Falls Dr. Folsom, CA 95630 916.989.3372 www.msiadesign.com ?� \STC,? e P1 OF— u TOTAL ONEW � � 12/22/20,5 t PE ARCS