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HomeMy WebLinkAboutTED4102349.17Ul w Q Z z m / V) V) w r w a N m w a u M N W a w 00 1 a o N !� w on U z w a A° p a a w x 0 O O O U c� 0 0 N N N rn 00 0 Li Ld N Q N 0 N Y = W 0 I N (� o Z W Dog C2 z w o- ;00 00)c Q Q I W 3� 2 w O CD z CD :D �� k- o"N 8m1uw z w Q p 09 cD CD Z -z L w ® O IN> U L 0 Q�- �a O 0 0 E E4 Q V LiJ �a �E �E m E Q'N lI a� a-0 a w_ 0 >FX O Z = U U = p _ �Zo _ z v� _ 0 4 Z Q N U U Q d m m yi vi W _ yv!! 3 w V a �a- i a- Q 00 rn w 1 0 0 m m w 0 0 U W cA 6 \ ! E2 I 8 �, CB TYPE 30 A6 I G EL=17.59 CB PE 1 P p �, 6 GIRT E=16.70 N 71825:5 IE=14.0 �I i9s o E 54576.0 N 71798. I E 54285.9 8 1 BOEING I ° I BLDG 25-10 � P 11 2 FF EL = 19.00 ° \ 6� 8 PC 1 2-Lo 3 @ 3.46% 3 / S 6 9 ao o G I @ 00 10 i IE \ ��.� I rn O A8 \�� 4 7 i CB TYPE 1 P \ GIRT EL=16.7( C IE _`\� 11 4.00 � 5 \ 7 I N 71732.3 4) I 71 543 4.9 S� A • y 6 4' 6g Vc 0 J ° 1 U T � 1 � / \ w, 00 / 6 \ 1 I � 9 1 cam► CB TYPE 1 P / V GIRT EL=16.00 �; 4 0.4 a OD I E=13.00 6 „Tp -� . • SD @ 1 @ / E/543631 .6 IE=14.50 / q 13 00 A9 co E 2 - 48" GRY EL=17.20 . . ' � ' �� C7 =1 1.90 $ ' �1�.1A�L.. MH TYPE 3-48" N 71633.3 A10 1��9 QQ . \ LID EL=18.50 ••' •• \ N IE IN NE =13. E 54282.9 12" 0 ALL N 1.1.Q•3 "�' \ ) 15' WATER .�IE INN0• E4 =. EASEMENT N 71606.8 IN -14.00 4304.5 \ I =16.05 13 °' \ 1 0UT=1 .30- 1 " 10 ,2 S� P.Np : ;,.;, ' PROPOSED N 4 2 WATER• 'L�R•F CE E = 1.00 E 54451.3 c8 PON' ' B,5©T:f M-7:O10. 12" OUTFALL E=10.00 ? Sp SDMH (MH H5) 546.1 1 I = I�.I5 F 1C D 1C D 02. E 544 E 24" = 6.50 ) 36' CMP 1 s IF = 6.25 v'6 • .1.0 O r • -NOTES: Ln w 1. FOR SURVEY CONTROL INFORMATION REFER TO DRAWING G5. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS REFER TO DRAWINGS G4 THROUGH G7. 3. FOR STORM DRAINAGE NOTES REFER TO DRAWING 1 C(D)800. 4. PROFILES OF STORM DRAINAGE PIPING ARE o SHOWN BEGINNING ON DRAWING 1 C(D)600. 5. REFER TO DRAWINGS 1 C(D)800-1 C(D)802 FOR STORM D'F�AINAGE DETAILS. © CAP TEE FOR FUTURE CONNECTION TO BUILDING DOWNSPOUTS. BRANCH OF TEE SHALL BE 4". 7� 8"x6" TEE. CAP FOR FUTURE CONNECTION TO LANDSCAPE DRAINAGE. ® 6"x6" TEE. CAP FOR FUTURE CONNECTION TO LANDSCAPE DRAINAGE. 6" TREE DRAIN, IE=14.50. O I 0 6 "TD IE=14.60 0 D4 CB TYPE 30 LID EL=18.50 IE=14.90 N 71794.6 E 54513.8 I D5 CB TYPE 30 LID EL=18.90 6"TD IE=14.60 I E=14.50 N 71769.4 i E 54466.4 E3 CB TYPE 30 GIRT EL=17.75 IE=14.11 ^ I N 71728.7 ° E 54572.4 E4 CB TYPE 30 GIRT EL=17.25 IE=13.90 N 71671.7 I E 54567.9 D6 MH TYPE 3-48" LID EL=18.50 IE IN E)=13.70 IE IN N)=14.00 I IE IN NW)=14.00 IE OUT=13.70 N 71664.9 E 54521.9 10 REFER TO DRAWINGS 9L - 91_804 FOR CONSTRUCTION OF PERMANENT DRAINAGE FACILITIES. 12 2" PVC (FM) SUMP DRAIN. CONNECT TO CB. ED PROVIDE AND INSTALL ELASTOMERIC CHECK VALVE ON INLET PIPE. c/ 222 `S� fONSATL���C� EXPIRES: 06/05/'00 mul V. I -STORY CONCRETE TILT -UP BUILDING 11 E3a CB TYPE �10 GIRT EL ;' 6.85 IE=16.02 N 71747.2 E 54529.0 91E 1 C(D)30 C5100071 .D' OC3 CB TYPE 30 LID EL=18.90 IE=17.10 N 71784.7 E 54369.6 N O18.6LF-8"PVC RWL @ 0.54% OC4 CB TYPE 30 LID EL=18.90 IE=1 7.00 N 71776.0 E 54353.2 O4 36.7LF-8"PVC RWL @ 0.46% 005 CB TYPE 30 LID EL=18.00 IE=16.83 N 71743.6 E 54370.4 O6 16.9LF-8"PVC RWL @ 0,47% O7 C6 CB TYPE 30 LID EL=MATCH FINISH GRADE IE=1 6.75 N 71 751 .5 E 54385.3 08 D2 CB TYPE 30 LID EL=18.75 IE=15.60 N 71843.4 E 54426.7 O D4a CB TYPE 50 GIRT EL=1 6.90 IE=1 6.07 N 71787.9 E 54541.5 10 28.4LF-4"PVC SD @ 4.12% NZA01 I oil ll� 0- INo00-NallultlIN:1 r=, �= Eli® mm mlm KEY PLAN SCALE: NONE RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. RECOMMENDED BY RECORD DRAWING FOR APPROVAL BY 94m=mmmmmm=ME* I 20' 10' 0 20' 40' S. 1 /2, SEC. 24.123N., R. 4E., W.M. N i SCANNED MAY 5 1999 D6 MH TYPE 3-48" LID EL=18.50 IE IN E)=13.70 IE IN N)=14.00 I IE IN NW)=14.00 IE OUT=13.70 N 71664.9 E 54521.9 10 REFER TO DRAWINGS 9L - 91_804 FOR CONSTRUCTION OF PERMANENT DRAINAGE FACILITIES. 12 2" PVC (FM) SUMP DRAIN. CONNECT TO CB. ED PROVIDE AND INSTALL ELASTOMERIC CHECK VALVE ON INLET PIPE. c/ 222 `S� fONSATL���C� EXPIRES: 06/05/'00 mul V. I -STORY CONCRETE TILT -UP BUILDING 11 E3a CB TYPE �10 GIRT EL ;' 6.85 IE=16.02 N 71747.2 E 54529.0 91E 1 C(D)30 C5100071 .D' OC3 CB TYPE 30 LID EL=18.90 IE=17.10 N 71784.7 E 54369.6 N O18.6LF-8"PVC RWL @ 0.54% OC4 CB TYPE 30 LID EL=18.90 IE=1 7.00 N 71776.0 E 54353.2 O4 36.7LF-8"PVC RWL @ 0.46% 005 CB TYPE 30 LID EL=18.00 IE=16.83 N 71743.6 E 54370.4 O6 16.9LF-8"PVC RWL @ 0,47% O7 C6 CB TYPE 30 LID EL=MATCH FINISH GRADE IE=1 6.75 N 71 751 .5 E 54385.3 08 D2 CB TYPE 30 LID EL=18.75 IE=15.60 N 71843.4 E 54426.7 O D4a CB TYPE 50 GIRT EL=1 6.90 IE=1 6.07 N 71787.9 E 54541.5 10 28.4LF-4"PVC SD @ 4.12% NZA01 I oil ll� 0- INo00-NallultlIN:1 r=, �= Eli® mm mlm KEY PLAN SCALE: NONE RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. RECOMMENDED BY RECORD DRAWING FOR APPROVAL BY 94m=mmmmmm=ME* I 20' 10' 0 20' 40' S. 1 /2, SEC. 24.123N., R. 4E., W.M. N i SCANNED MAY 5 1999 10 REFER TO DRAWINGS 9L - 91_804 FOR CONSTRUCTION OF PERMANENT DRAINAGE FACILITIES. 12 2" PVC (FM) SUMP DRAIN. CONNECT TO CB. ED PROVIDE AND INSTALL ELASTOMERIC CHECK VALVE ON INLET PIPE. c/ 222 `S� fONSATL���C� EXPIRES: 06/05/'00 mul V. I -STORY CONCRETE TILT -UP BUILDING 11 E3a CB TYPE �10 GIRT EL ;' 6.85 IE=16.02 N 71747.2 E 54529.0 91E 1 C(D)30 C5100071 .D' OC3 CB TYPE 30 LID EL=18.90 IE=17.10 N 71784.7 E 54369.6 N O18.6LF-8"PVC RWL @ 0.54% OC4 CB TYPE 30 LID EL=18.90 IE=1 7.00 N 71776.0 E 54353.2 O4 36.7LF-8"PVC RWL @ 0.46% 005 CB TYPE 30 LID EL=18.00 IE=16.83 N 71743.6 E 54370.4 O6 16.9LF-8"PVC RWL @ 0,47% O7 C6 CB TYPE 30 LID EL=MATCH FINISH GRADE IE=1 6.75 N 71 751 .5 E 54385.3 08 D2 CB TYPE 30 LID EL=18.75 IE=15.60 N 71843.4 E 54426.7 O D4a CB TYPE 50 GIRT EL=1 6.90 IE=1 6.07 N 71787.9 E 54541.5 10 28.4LF-4"PVC SD @ 4.12% NZA01 I oil ll� 0- INo00-NallultlIN:1 r=, �= Eli® mm mlm KEY PLAN SCALE: NONE RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. RECOMMENDED BY RECORD DRAWING FOR APPROVAL BY 94m=mmmmmm=ME* I 20' 10' 0 20' 40' S. 1 /2, SEC. 24.123N., R. 4E., W.M. N i SCANNED MAY 5 1999 NZA01 I oil ll� 0- INo00-NallultlIN:1 r=, �= Eli® mm mlm KEY PLAN SCALE: NONE RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. RECOMMENDED BY RECORD DRAWING FOR APPROVAL BY 94m=mmmmmm=ME* I 20' 10' 0 20' 40' S. 1 /2, SEC. 24.123N., R. 4E., W.M. N i SCANNED MAY 5 1999 KEY PLAN SCALE: NONE RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. RECOMMENDED BY RECORD DRAWING FOR APPROVAL BY 94m=mmmmmm=ME* I 20' 10' 0 20' 40' S. 1 /2, SEC. 24.123N., R. 4E., W.M. N i SCANNED MAY 5 1999